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HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 4 - Responses (4) Z UTILITY PLANS FOR MONTAVA SUBDIVISION PHASE D Z � O � CO w A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. SEPTEMBER 2024 . . . . . . .. w Q 0 INDEX TO PLANS M m COVER SHEET 1 DRAWN BRB CHECKED LEGEND 2 DAP DESIGNED ®® ® BRB 1 ® GENERAL NOTES 3-4 FILENAME I'MMI��®� RICHARDS LAKE RD 0009_Cover [�j ®® PROJECT 11,® DEMOLITION AND EXISTING CONDITIONS PLAN 5 ® Pp0 L/c "®® LOCATION OVERALL GRADING PLAN 6 �0`4�'•• •' MIM mmu mmmmmmu � GRADING PLAN 7-20 Q� Foy ��• �, ®®®® 0 r� INITIAL EROSION CONTROL PLAN 21 -26 /ONAL c� z INTERIM EROSION CONTROL PLAN 27-32 0 _o M MO N FINAL EROSION CONTROL PLAN 33-38 MOUNTAIN VISTA DR BORROW AREA AND EROSION OVERVIEW 39 0 OVERALL UTILITY PLAN 40 w J UTILITY PLAN 41 -57 w 00 FIRE HYDRANT PLAN 58-59 Z A!tn SANITARY SEWER PLAN & PROFILES 60-77 o ® CO ®® STORM PLAN & PROFILES 78-102 > Uj ® � no W VINE�DR CD WATER PLAN & PROFILES 103-125 CERTIFICATION STATEMENT In LU (41 — I = I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER (n VICINITY MAP NON-POTABLE WATER PLANS 126-147 MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT co Q NOT TO SCALE COLLINS AND STATE OF COLORADO STANDARDS AND STATUES, RESPECTIVELY; AND Q = W STREET PLAN & PROFILES 148-180 THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, > > AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. Q O DEVELOPER CROSS SECTIONS 181 -182 ~ V MONTAVA DEVELOPMENT & CONSTRUCTION LLC INDEMNIFICATION STATEMENT Z 430 N. COLLEGE AVE, SUITE 410 0 FORT COLLINS, CO 80524 MILL & OVERLAY 183-185 THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE (512)-507-5570 REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE SIGNAGE AND STRIPING 186-190 LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE INTERSECTION DETAILS 191 -196 REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL ENGINEERING SURVEYING RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN EXISTING OVERALL DRAINAGE 197 THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. TST, INC. CONSULTING ENGINEERS MAJESTIC SURVEYING, LLC 748 WHALERS WAY, SUITE 200 1111 DIAMOND VALLEY DR, SUITE 104 DRAINAGE PLAN 198-205 BASIS OF BEARING STATEMENT FORT COLLINS, CO 80525 WINDSOR, CO 80550 (970)-226-0557 (970) 833-5698 THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, CONSTRUCTION DETAILS 206-224 RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR S89.57'58"E A DISTANCE OF 2639.84 FEET, BEING MONUMENTED ON THE WEST BY PROJECT DATUM: NAVD 88 AN 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A 2-1 /2" BENCHMARK #1 : CITY OF FORT COLLINS VERTICAL CONTROL 36-01 . A 3 Y4" BRASS CAPPED MONUMENT IN OLD ALUMINUM CAP MARKER L.S. 17497 IN A RANGE BOX. MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. .5 MILES NORTH OF EAST MOUNTAIN VISTA DR. ON THE 1 /4 CORNER MONUMENT. City of Fort Collins, Colorado ELEVATION: 5006.60' UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01 . A 2" ALUMINUM DISK ON THE EAST END OF UTILITY PLAN REVIEW APPROVED: TST, INC. A HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND City Engineer, Approved Sheets Date CONSULTING ENGINEERS 200 FEET EAST OF THOREAU DRIVE. REVIEWED BY: APPROVED: Su te8200aler Fort Coilns ELEVATION: 5026.59 DISTRICT MANAGERWater&Wastewater Utility, Approved Sheets Date Colorado 80525 Phone: 970.226.0557 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER APPROVED: JOB NO. 1230.0009.00 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. Stormwater Utility, Approved Sheets Date USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. EAST LARIMER COUNTY WATER DISTRICT APPROVED: SCALE N/A IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE UTILITY PLAN REVIEW DATE SEPTEMBER 2024 FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM PRIOR CITY OF FORT COLLINS DATUM _ APPROVED: Park Planning and Development, Approved Sheets Date ( ) REVIEWED BY: Traffic Operations, Approved Sheets Date SHEET NAVD88 DATUM — 3.18 . GENERAL MANAGER DATE— APPROVED: 1 of 224 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER Environmental Planner, Approved Sheets Date IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF DESIGN. 83' ROW (MIN.) LEGEND ABBREVIATIONS 80' ROW (MIN.) 6.5 6.5 PKWY ' PKWY (TYP.) (MIN.) EXISTING 1' CONTOUR / �4s27\ AC—FT ACRE FEET 11' 36' ROADWAY � 10' PKWY 38' ROADWAY 10' PKWY ATTATCHED 5' 6' 6' 5' EXISTING 5' CONTOUR /— �4925� _// ASSY. ASSEMBLY 5' g• (TYP.) (MIN.) g• 5' WALK BIKE 8 8 BIKE WALK WALK BIKE 8' 8' BIKE WALK GREEN (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) (MIN.) A 10 (MIN.) (MIN.) PROPOSED 1' CONTOUR ��s2j BO BLOW OFF TRAVEL TRAVEL z TRAVEL TRAVEL PROPOSED 5' CONTOUR ��s2s`� BLVD BOULEVARD o gram EXISTING RIGHT-OF-WAY - - BVC BEGIN VERTICAL CURVE zo CONNECTOR LOCAL W/ BIKE LANES W/ o MINOR COLLECTOR SECTION 1 ATTACHED GREEN PROPOSED RIGHT-OF-WAY - - DIA DIAMETER KrA ILTA EAE EMERGENCY ACCESS EASEMENT GOODHEART DR, N TIMBERLINE DR TEALBROOK DR. EXISTING EASEMENT PROPOSED EASEMENT - - - - - - - - - ESMT EASEMENT EXISTING FIRE HYDRANT qDW EVC END VERTICAL CURVE 60' ROW (MIN.) EX. EXISTING w 7' PKWY 7' PKWY PROPOSED FIRE HYDRANT Q (TYP.) (MIN.) FES FLARED END SECTION 36' ROADWAY EXISTING ELECTRIC E E WALK 8' 8' WALK PROPOSED ELECTRIC —E E FG FINISHED GRADE m (MIN.) PARKING 10, 10, PARKING (MIN.) TRAVEL TRAVEL EXISTING GAS —0—0 FH FIRE HYDRANT DRAWN BRB PROPOSED GAS —G G FL FLOW LINE CHECKED EXISTING IRRIGATION FS FINISHED SURFACE DAP CONNECTOR LOCAL DESIGNED KT"° PROPOSED IRRIGATION —I I GTV GATE VALE BRB LONGWOOD DR, MOUNTAIN WILLOW WY PROPOSED IRRIGATION SERVICE HDPE HIGH DENSITY POLYETHYLENE PIPE FILENAME 0009_Cover EXISTING SANITARY SEWER SS HP HIGH POINT 74' (NOT ROW) 66' ROW (MIN.) PROPOSED SANITARY SEWER IN INCH o�4RI.0 6 L/c�P�, WALK 7' PKWY 6' PKWY 6 PKWY I N V INVERT V ' RI G��� (MIN.) 'TYP,) (TYP.) (MIN.) PROPOSED SANITARY SERVICE G PQ Ste\ 62' 36' ROADWAY 0 �� �� :0BIKE 8' 8' BIKE W6' EXISTING STORM LINE L LEFT Q��Oo�G �0 ��� (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) PROPOSED STORM LINE W/MANHOLE LF LINEAR FEET �0 •....••'�G� TRAVEL TRAVEL TONAL E EXISTING WATER W/ VALVE wW LP LOW POINT MH MANHOLE CONNECTOR LOCAL 1 W/ ATTACHED GREEN PROPOSED WATER W/ VALVE !LT$ MIN MINIMUM PROPOSED WATER SERVICE 3: TEALBROOK DR. BETWEEN LONGWOOD DR AND N EXISTING UTILITY PEDESTAL/VAULT ] FO MRJ MECHANICALLY RESTRAINED JOINT TIMBERLINE RD NTS NOT TO SCALE EXISTING TELEPHONE T T PC POINT OF CURVATURE EXISTING FIBER OPTIC EO PKWY 5 63' (NOT RROW) 6 77' ROW (MIN.) PCR POINT OF CURVE RETURN WALK 7' PKWY ' 6(MIN� EXISTING CABLE TV TV PI POINT OF INTERSECTION 51' 47' (MIN.) (TYP.) (TYP-) EXISTINGEXISTING OVERHEAD ELECTRIC OHE g• 6' 6' PRC POINT OF REVERSE CURVE BIKE 8' BIKE WALK PROPOSED FLOW ARROW (MIN.) ANGLED 10, 10, PARKING (MIN.) (MIN.) PROP. PROPOSED PARKING PT TRAVEL TOP OF FOUNDATION ELEVATION TOF=51.13 PT POINT OF TANGENCY Z FINISHED GRADE F.G.=50.63 PVC POLY VINYL CHLORIDE (PIPE) O A A CONNECTOR LOCAL 2 W/ ATTACHED GREEN PROPOSED SWALE CROSS-SECTION PKG PARKING co KrA Lj TEALBROOK DR. BETWEEN GOODHEART DR. AND MONTAVA PKWY PARKWAY AVE PROPOSED THRUST BLOCK v o o Q PROPOSED STORM INLET � ® R RADIUS M W z PROPOSED SEDIMENT CONTROL LOG CE= RD ROAD D CO W 83' ROW (MIN.) 72' ROW (MIN.) ROW RIGHT OF WAY co Q C3 7, PKWY PROPOSED CURB INLET PROTECTION 1111mmmm � W 7' PKWY 7' PKWY 7' PKWY (TYP-) (MIN.) (TYP-) 36' ROADWAY (MIN.) PROPOSED RIPRAP PAD S SLOPE > a. J 47' ROADWAY 5' 6' 6' 5' SF SQUARE FEET 5' 6' 6, 5 WALK BIKE 8' 8' BIKE WALK PROPOSED VEHICLE TRACKING Q WALK BIKE 8 BIKE WALK (MIN.) (MIN.) 19, 10, 10' PARKING (MIN.) (MIN.) (MIN.) (MIN.) PARKING 10, 10' PARKING (MIN.) (MIN.) CONTROL PAD SS SANITARY SEWER ANGLED TRAVEL TRAVEL TRAVEL TRAVEL Z PARKING PROPOSED SILT FENCE SILT ST STREET O DRAINAGE BASIN x STA. STATION CONNECTOR LOCAL 2 W/ BIKE LANES X = AREA, ACRES A6_c CONNECTOR LOCAL 1 W/ BIKE LANES AB-C = BASIN NUMBER Y ST-X STORM SEWER MA KTA Y = BASIN % IMPERVIOUS TEALBROOK DR. FLINT HILL DR. TB THRUST BLOCK INBETWEEN N TIMBERLINE RD AND HARWOOD LN PROPOSED DRAINAGE DESIGN POINT TOF TOP OF FOUNDATION PROPOSED STORM DESIGN POINT O TOP TOP OF PIPE TRM TURF REINFORCEMENT MAT 102' ROW (MIN.) PROPOSED BASIN BOUNDARY TYP. TYPICAL PROPOSED LIMITS-OF-DISTURBANCE 10' PKWY 20' ROADWAY �20' ROADWAY 10' PKWY W/ WITH EXISTING SIGN 5' (TYP.) (MIN.) 5, g g• WALK PROPOSED SIGN WL WATER LINE WALK , (MIN.) PARKING PARKING (MIN.) 12 32, 12 VC VERTICAL CURVE TjTRAVEL TRAVEL PROPOSED CONCRETE SURFACE PAIRED ONE-WAY LOCAL MERGED PAI PROPOSED PAVER SURFACE PLTA MONTAVA AVE. (ABOVE SYMBOLS ARE NOT TO SCALE) TST, INC. CONSULTING ENGINEERS 51' ROW (MIN.) 748 Whalers Way 5' 5' Suite 200 Fort Collins ESMT ESMT 6.5' PKWY 6.5' PKWY Colorado 80525 28' TRACT 25' TRACT (TYP.) (MIN.) Phone: 970.226.0557 5' 5' 28' ROADWAY JOB N0. ESMT 1.0' L.S. 1.0' L.S.- ESMT 2.5' L.S. 2.5' L.S. 5' S' 1230.0009.00 26' CONCRETE 20' CONCRETE WALK 8' WALK (MIN.) 10' 10, PARKING (MIN.) SCALE N/A TRAVEL TRAVEL DATE SEPTEMBER 2024 RESIDENTIAL LOCAL SHEET ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 KTA 2 Of 224 ILTA ILTA MOUNTAIN WILLOW WY, MIDDLE FARM WY, NANNA LN, ALLEYS A, B, C, D, E, F, G, H, I, J, K, L, M, N, 0, P, Q ALLEYS 0, P, Q HARWOOD LN A. GIIENERAL NOTM PLAN. CITY, COUNTY, STATE AND FEDERAL AGENCIES HAVING APPLICABLE AUTHORITY. 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY 5. START OF CONSTRUCTION: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR DESIGN REVIEW EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 9 INCH DEEP OR 5 FEET OF THE DISTRICT. THE DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL 6. ROAD EXCAVATION PERMITS: IN EVENT THAT STATE, COUNTY OR CITY ROAD EXCAVATION BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE ENTITY. 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL -PROOF ROLL- WILL BE PERMIT(S) ARE REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE PERMITS WHICH MAY BE REQUIRED. Z 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID DISTRICTS. HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. 0 STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 7. OTHER PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. 'PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN REQUIRED FOR CONSTRUCTION. z it SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE c� 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VAUD FOR A PERIOD OF THREE YEARS ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA cn FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR 8 REVISIONS. NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE GIVEN ALL 0 OTHERWISE MODIFIED TO FORM A SMOOTH, NON-'YIELDING . . 5; ' IELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE > EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR ' REQUESTS FOR FIELD REVISION SHALL BE MADE IN WRITING ACCOMPANIED BY PROPOSED w TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL NOTIFIED AT LEAST 24 HOURS PRIOR TO THE PROOF ROLL" ALL PROOF ROLLS" SHALL BE PREFORMED IN THE CHANGE INDICATED ON COPY OF THE APPROVED DESIGN DRAWINGS. ANY FIELD ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. PRESENCE OF AN INSPECTOR. REVISION APPROVED AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES Q TF , SMIN0 AND PAVEMENT CONSTRUOTHM NOTES DRAWINGS OF RECORD. HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEERS WORK, 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA 9. MATERIALS: PLASTIC PIPE -ALL GRAVITY SANITARY SEWER PIPING SHALL BE POLYVINYL LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL PUBLICATION 2226, EXCAVATING AND TRENCHING. 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET CHLORIDE (PVC) UNLESS OTHERWISE NOTED ON THE APPROVED DRAWINGS. PIPE 15" SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION AND SMALLER SHALL CONFORM TO ASTM D3034, TYPE PSM, AND SDR 35. PIPE 18" HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH NOTES LISTED HERE. AND LARGER SHALL CONFORM TO ASTM F679. ALL FITTINGS SHALL BE (PVC) UNLESS AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR OTHERWISE NOTED. OMISSIONS CONTAINED IN THESE PLANS. APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL o DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE BE PRE-FORMED THERMO-PLASTIC. 10. PIPE COVER: A MINIMUM COVER OF 3-1/2 FEET OF COVER SHALL BE MAINTAINED 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND REQUIRED BY THE CONSTRUCTION ACTIVITIES. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS THROUGHOUT THE SEWER LINE AND SERVICE LINE INSTALLATION. OTHER 'DRY"UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND OTHERWISE SPECIFIED IN MUTCD. m SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY 11. BEDDING: ALL SEWER MAIN INSTALLATION SHALL INCLUDE BEDDING. BEDDING SHALL BE TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-5 f' WASHED ROCK UNIFORMLY GRADED AND COMPACTED. REFER TO FORCE MAIN DESIGN 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS FOR FORCE MAIN BEDDING REQUIREMENTS. TRENCH SHALL BE EXCAVATED TO A DEPTH DRAWN APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, BELOW ESTABLISHED GRADE EQUAL TO 9 OF PIPE DIAMETER (MIN. 4'). BELL BRB TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT UNSTABLE TRENCH CHECKED WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR WITH GLASS BEADS. CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2"UNIFORMLY GRADED WASHED DAP UNKNOWN UNDERGROUND UTILITIES. 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING 5. ALL LANE LINES SHALL BE LATEX PAINT. ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENTS LOCAL STREET OPERATIONS. IN COMPACTED UNDER AND AROUND SIDES OF THE PIPE. PLACE BEDDING IN SUCH A DESIGNED 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED 6• PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE MANNER AS TO PROVIDE SOLID, UNIFORM BEARING SURFACE FOR FULL LENGTH OF BARREL BRB 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND MINIMUM 30"INITIAL LIFT ABOVE PIPE BEFORE OTHER THAN HAND COMPACTION FILENAME ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL EQUIPMENT IS TO BE USED. NOTE MAXIMUM TRENCH WIDTH DETAIL 0009_Cover IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR 12. BACKFlLL• BACKFlWNG OF TRENCH SHALL BE PERFORMED AS SOON AS PRACTICAL, RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. SUBSEQUENT TO INSPECTION AND APPROVAL BACKFlWNG OF ACCEPTABLE MATERIAL 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. SHALL NOT BE PLACED IN LIFTS OF GREATER THAN ONE (1) FOOT. BACKFILL SHALL BE P00 L/c AND/OR THESE STANDARDS. � •�...... 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPACTED TO 95X OF OPTIMUM DENSITY IN ROADWAY AND RESIDENTIAL AREAS AND c� 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE 8• LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD 9OX IN ALL OFF-SITE EASEMENT AREAS UNLESS OTHERWISE NOTED. COMPACTION FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. TESTING OF BEDDING AND BACK FILL SHALL BE AT LEAST FIVE TESTS PER 1,000 FEET AND PQ AT VARYING DEPTHS AND LOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE ��G O�S� • 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR APPLICABLE AUTHORITY OR AS REQUIRED IN PROJECT SPECIFIC SPECIFICATIONS. WI MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE NTH THE ENGINEER TO MODIFY THE PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE MARKINGS. Q FO • DESIGN. DESIGN MODIFlCATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 13. CONCRETE: ALL CONCRETE CONSTRUCTION SHALL BE COMPLETED UTlUZING 3,000 PSI AT O� •....••• G� CONSTRUCTION. 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE TWENTY-EIGHT (28) DAYS OR EQUAL CONCRETE. � /ONAL E� 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED STANDARDS. 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY 14. PAVEMENT OR OTHER REPAIRS, IN EVENT THAT ASPHALT OR CONCRETE PAVEMENT, COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE SIDEWALKS, STORM SEWERS, WATERLINE OR ANY OTHER PUBLIC OR PRIVATELY OWNED A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED PROPERTY IS DAMAGED OR REQUIRES RECONSTRUCTION DUE TO THE WORK, REPAIRS OR ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A REPLACEMENT WILL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPANIES. SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY APPROPRIATE GOVERNING AUTHORITY. PRIVATE PROPERTY WILL BE RETURNED TO ITS THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. PERIOD WILL BEGIN. ORIGINAL CONDITION OR AS CASE TO ORIGINAL CONDITION AS REASONABLY POSSIBLE, 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND UNLESS OTHERWISE NOTED ON THE DRAWINGS. WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF PROTECTING ALL UNDERGROUND UTILITIES. MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITYS 15. SERVICE TAPS ON EXISTING LINES: ALL TAPS MADE ON EXISTING LINES SHALL BE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW COMPLETED AT DEVELOPERS EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS COMMENCEMENT OF ANY WORK. DRAWINGS TO THE LOCAL ENTITY ENGINEER. OF EACH SIGN. AUTHORIZED CONTRACTOR WITH NO EXCEPTION. 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE 16. INSPECTION: CONSTRUCTION SHALL CONFORM TO DISTRICT STANDARDS AND POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE 71ME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY SPECIFICATIONS OR PROJECT SPECIFIC SPECIFICATIONS AT ALL TIMES. THE DISTRICT SHALL CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. INFORMATION SHALL BE AS FOLLOWS: INSPECT THE CONSTRUCTION AS NECESSARY AND SHALL OBSERVE ALL LINE TESTING. THE THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION BENCHMARKS-LOCAL ENTITY SURVEY. ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL E AND/OR STRIPING IF DISTRICT SHALL HAVE THE AUTHORITY TO ASCERTAIN THAT ALL CONSTRUCTION OF FACILITIES IS 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET B.M.NUMBER 36-01, ELEV.=5006.60 (NAVD88) EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION REQUIREMENTS AS SET FORTH IN. UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. DESCRIPTION: A 3 r BRASS CAPPED MONUMENT IN OLD MONUMENT BOX ON CENTERLINE OF GIDDINGS RD., WARRANTS . ALLUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S APPROX. 0.5 MILES NORTH OF EAST MOUNTAIN VISTA DR. ON THE Y CORNER MONUMENT. STANDARDS. ALL Y PERIOD AND STRIPING SHALL FALL UNDER THE REQUIREMENTS FF THE 17. TESTING: ALL LINES SHALL BE PRESSURE TESTED AND FLUSHED BY THE CONTRACTOR IN 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). ACCORDANCE WITH DISTRICT STANDARDS AND SPECIFICATIONS AND UNDER THE DISTRICTS DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM B.M NUMBER 34-01, ELEV.=5026.59 (NAVD88), SUPERVISION. UPON PASSING, COPIES OF ALL PASSING TEST RESULTS INCLUDING SOILS SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. DESCRIPTION: A 2" ALUMINUM DISK ON THE EAST END OF A HEADWALL OVER AN IRRIGATION DITCH THAT IS 15 SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER COMPACTION IN THE AREA OF SEWER MAIN CONSTRUCTION SHALL BE PROVIDED TO THE . 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND 200 FEET EAST OF THOREAU DRIVE. TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL DISTRICT. O STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR 18. ACCEPTANCE: UPON COMPLETION OF ALL UTILITY CONSTRUCTION (SEWER AND OTHER) AND DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL FULFILLMENT OF ALL DISTRICT REQUIREMENTS, PRELIMINARY ACCEPTANCE OF NEW SEWER co CIO PLAN. 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING SYSTEM IMPROVEMENTS WILL OCCUR IN ACCORDANCE WITH DISTRICTS ACCEPTANCE Uj FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. PROCEDURE. 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL 17. NO 'RESET"ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPERS EXPENSE, UNLESS OTHERWISE 19. WARRANTY THE CONTRACTOR SHALL WARRANT THE MATERIALS, INSTALLATION, o o O THE RESPONSIBILITY OF THE PROPERTY OWNER(S). INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR 18. ALL ANCHORS POSTS SIGNS AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WORKMANSHIP AND SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. WITH THE LCUASS CRITERIA. PRELIMINARY ACCEPTANCE. DURING THIS WARRANTY PERIOD THE DEVELOPER SHALL 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE PROMPTLY REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE WORK AREA. AT THE LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-6 Uj DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION CLOSE OF THE TWO-YEAR WARRANTY PERIOD THE DISTRICT WILL MAKE A FIELD INSPECTION. STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS SATISFACTORY CORRECTION OF ANY DEFICIENCIES NOTED THE DISTRICT WOULD MAKE co DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. Q STORM WWNAGE NOTM FINAL ACCEPTANCE OF THE LINES AND WORK. THE LINES AND THE APPURTENANCES Q Q FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE SHALL THEN BECOME THE SOLE PROPERTY AND RESPONSIBILITY OF BOXELDER SANITATION STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF DISTRICT. PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF > LU OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY 20. DRAWINGS OF RECORD AND TOTAL COSTS: WITHIN 90 DAYS OF PRELIMINARY Z 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER OWNER(S). ACCEPTANCE OF THE NEW FACILITIES, THE DISTRICT SHALL BE PROVIDED WITH ACCEPTABLE DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. DRAWINGS OF RECORD OF THE COMPLETE SYSTEM CONSISTING OF TWO SETS OF FILL SIZE LU STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY REPRODUCED PRINTS, TWO SETS OF 14-SIZE REPRODUCED PRINTS, ONE SET OF 6 MIL Z ♦R V AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CANED AND RESTORED TO A CONDITION FINAL DRAINAGE REPORT FOR MON DOUBLE MATTED REPRODUCIBLE MYLARS AND ONE COMPLETE DIGITAL FILE EQUIVALENT O STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND (SOFTWARE AND VERSION TO BE CONFIRMED AT TIME OF DELIVERY). WRITTEN CONDITION AS REQUIRED BY THESE PLANS. APRIL 26, 2023 BY TST, INC. CONSULTING ENGINEERS SHALL BE FOLLOWED SUBDIVISION PHASE E. TOWN CENTER , DATED CONFIRMATION OF THE TOTAL COST OF ALL SEWER SYSTEM IMPROVEMENTS SHALL ALSO BE 19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY *FINAL DRAINAGE REPORT FOR AND IMPLEMENTED. SUBMITTED WITH THE DRAWINGS OF RECORD. MONTAVA SUBDIVISION PHASE E: TOWN CENTER* APRIL, 26, 2023 BY TST, INC. CONSULTING ENGINEERS SHALL BE 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL 'T" 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, FOLLOWED AND IMPLEMENTED. INTERSECTIONS. CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE OR LANDSCAPING. FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS FOLLOWING PRIVATE STREETS: ALLEY A. ALLEY B, ALLEY C. ALLEY D, ALLEY E, ALLEY F, ALLEY G, ALLEY H CERTIFICATION PER THE DEVELOPMENT AGREEMENT. BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END ALLEY I, ALLEY J, AND ALLEY K 4. SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL -APPENDIX F LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 48. APPROVED VARIANCES FOR THE PROJECT ARE LISTED AS FOLLOWS: CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY -THREE LEG "Y" STREET INTERSECTION CONTROL NOTES. UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF -CENTERLINE RADIUS E. APPLICABLE. -CENTERLINE TANGENT -ROADWAY CROSS SECTIONS & UTILITY EASEMENT THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT 'STANDARD CONSTRUCTION 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY SPECIFICATION FOR SEWER MAINS"AS ADOPTED BY THE BOXELDER SANITATION DISTRICT (DISTRICT) IL IS TO BE CONSIDERED AS SUCH. IN THE EVENT OF ANY QUESTION THE FULL DOCUMENT SHALL THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS -221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL TAKE PRECEDENCE.START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 1. EXISTING UTILITY LOCATES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO COORDINATE FlELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY ALL AFFECTED UTILITY COMPANIES PRIOR TO HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL COMMENCING CONSTRUCTION. IN THE EVENT OF DAMAGE TO ANY EXISTING UTILITY, THE TESTING REVEALS AN IMPROPER INSTALLATION. BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE UTILITY INVOLVED AND UNLESS AUTHORIZED IN WRITING BY THE OWNER OF THE SUBJECT UTILITY, SHALL NOT ATTEMPT TO 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT OF-WAY AFTER 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM MAKE REPAIRS. THE COST OF REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0:1 RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN TST, INC. WI REPORT DOES NOT CORRESPOND TH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT 2. DISTRICT OWNED EASEMENT PICTURES: CONTRACTOR TO PROVIDE SEQUENTIAL DIGITAL CONSULTING ENGINEERS DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE COLLINS. PICTURES SPACED AT NO MORE THAN 300 FEET DETAILING CONDITIONS OF THE OFF-SITE 748 Whalers Way DEVELOPER MAY USE THE LOCAL ENTITYS DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS BOXELDER OWNED EASEMENT CONDITIONS AND ANY STRUCTURES THAT COULD BE Suite 200 Fort Collins OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE AFFECTED, TO THE DISTRICT AND THE PROPERTY OWNER PRIOR TO THE START OF ANY OFF-SITE WORK Colorado 80525 INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THESE PICTURES SHALL INCLUDE ALL EXISTING FENCE, DITCHES, DITCH STRUCTURES, Phone: 970.226.0557 PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF THE LOCAL ENTITY ENGINEER. OUT BUILDINGS, WATER TROUGHS, TREES AND ALL OTHER LANDSCAPING. PICTURES ARE TO 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, roe No. SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE 5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR THE DRAWINGS OF RECORD IN INSERTED INTO T SHEET OF PHOTO PAPER 1230.0009.00 BE PLACED AT TRANSPARENT NO MORE THAN FOUR (4) PICTURESANSPARENT SLEEVES AND DELIVERED WITH T FINAL REPORT. OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. N A THREE (3) RING BINDER. SCALE N/A 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE 3. PROTECTION OF PROPERTY. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWUNE AT ALL INTERSECTIONS, DATE INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH PROTECTION FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE SEPTEMBER 2024 SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING WORK IS DONE. SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY SHEET APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE 4. SAFETY. ALL SEWER MAIN INSTALLATION WITHIN THE DISTRICT SHALL BE SUBJECT TO RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. CURRENT (OCCUPATIONAL SAFETY AND HEATH ASSOCIATION (OSHA) AND THE �f 224 ALLOWED ON THE STREETS. COLORADO SAFETY ASSOCIATION, CSA SAFETY REQUIREMENTS. CONTRACTOR SHALL 3 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN ( ) M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL ALSO COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS SET FORTH BY F. EAST LARIMER COUNTY WATER DISTRICT GIMERAL NOTES 20. PROJECT AS-BUILT AND RECORD DRAWING REQUIREMENTS: 22. ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. A. AS-BUILT DRAWINGS ARE COMPILED AND MAINTAINED DURING CONSTRUCTION BY THE MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT "STANDARD CONSTRUCTION CONTRACTOR AND IDENTIFY, IN RED INK, ON-SITE CHANGES TO THE ORIGINAL DESIGN. AS-BUILT 47. SPILLS: FOR THOSE MINOR SPILLS THAT, ARE LESS THAN THE STATES REPORTABLE QUANTITY FOR SPILLS, STAY SPECIFICA11ONS FOR WATER MAINS" (SPECIFICATION) AS ADOPTED BY THE EAST LARIMER COUNTY DRAWINGS SHALL BE DELIVERED TO THE DISTRICT (ELECTRONICALLY IN PDF FORMAT OR OTHERWISE AS 23. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF WATER DISTRICT (ELCO'OR DISTRICT) AND IS TO BE CONSIDERED AS SUCH. IN THE EVENT OF ANY REQUESTED BY THE DISTRICT) FOR ACCEPTANCE AND TO THE PROJECTS DESIGN STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT FORT COLLINS UTILITIES BY EMAIL AT EROSIONOFCGOV.COM OR PHONE (970) 817-4770. FOR ANY CONFLICT THE FULL DISTRICT SPECIFICATION DOCUMENT SHALL TAKE PRECEDENCE OVER THESE GENERAL ENGINEER FOR CREATION OF RECORD DRAWINGS. TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY NOTES. IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT 21. RECORD DRAWINGS ARE PREPARED BY THE PROJECTS DESIGN ENGINEER AND SHALL (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE 1. STANDARDS AND SPECIFICATIONS: CONSTRUCTION SHALL BE PER THE DISTRICT ACCURATELY REFLECT ANY CHANGE MADE IN THE FIELD WHICH VARIES FROM THE ACCEPTED 24. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN SPECIFICATIONS IN EFFECT AT THE START OF CONSTRUCTION. MATERIAL OR EQUIPMENT SHALL BE CONSTRUC11ON PLANS, AS NOTED IN THE AS-BUILT DRAWINGS, INCLUDING AT A MINIMUM, FIELD SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT DOCUMENTA11ON SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE o MANUFACTURED PER THE MOST RECENT VERSION OF APPLICABLE INDUSTRY STANDARDS. DIMENSIONS AND ELEVATIONS, HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN CLEANED UP IMMEDIATELY. APPURTENANCES. THE RECORD DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR z it 2. LOCATES: CONTRACTOR SHALL COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO PRIOR TO PRELIMINARY ACCEPTANCE OF THE PROJECT. RECORD DRAWINGS ARE TO BE DELIVERED TO REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION 48. SELECTION OF 'PLASTIC WELDED"EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, O 0 Ld COMMENCEMENT OF ANY CONSTRUCTION AND AS REQUIRED NOTIFY ALL AFFECTED UTILITY COMPANIES THE DISTRICT IN ELECTRONIC FORMAT AS ADOBE (PDF), AUTOCAD AND ARCMEW SHAPE FILES ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. cf) o PRIOR TO COMMENCING CONSTRUCTION. COST OF REPAIRS TO ANY UTILITY DAMAGED DURING DISTRICT (RELEASE VERSION TO BE CONFIRMED WITH DISTRICT AT TIME OF SUBMITTAL). SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO w WATERLINE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STORE MATERIAL IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL 49. ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM � 22. WARRANTY: THE OWNER SHALL WARRANT ALL WORK ASSOCIATED WITH THE WATERLINE TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE 3. DAMAGE TO PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION INSTALLATION INCLUDING, BUT NOT LIMITED TO THE MATERIALS, INSTALLATION WORKMANSHIP AND MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE AND SHALL SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING 25. ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY FOR LONG TERM MAINTENANCE OF THOSE FACILITY. BE FULLY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY AND ALL PUBLIC AND PRIVATE THIS WARRANTY PERIOD THE OWNER SHALL REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE PROPERTY. WORK AREA. AT THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD AND UPON SATISFACTORY CORRECTION INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED 50. ALL FlNAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: OF ANY DEFICIENCIES NOTED, THE DISTRICT SHALL ACCEPT THE CONSTRUCTED LINES AND PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. CONSTRUCTION CONTROL MEASURES. 4. SAFETY: CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS APPURTENANCES AS THE SOLE PROPERTY AND RESPONSIBILITY OF THE DISTRICT. Uj SET FORTH BY ANY LOCAL, CITY, COUNTY, STATE OR FEDERAL AGENCY HAVING APPLICABLE AUTHORITY. (L PROJWr &OWRO ER08M OONTWL NOM 26. ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY 51. ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR o 5. LANDSCAPING ADJACENT TO DISTRICT WATERLINES: NO LANDSCAPING (BUSHES, SHRUBS, IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. TREES OR OTHER PLANTINGS) THAT HAS A MATURE HEIGHT OF OVER 3 FEET (3-FT) SHALL BE PLACED 1. THE PROPERTY OWNER, OWNERS REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE WITHIN TEN FEET (10-FT) OF ANY DISTRICT WATERLINE OR APPURTENANCE (DISTRIBUTION MAIN, SERVICE CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 52. SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL I m LINE, FIRE HYDRANT, METER, ETC.). BUSHES OR SHRUBS WITH A MATURE HEIGHT OF LESS THAN 3-FT AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION COMPLY WITH ALL REQUIREMENTS SET FORTH IN STREET TREE NOTES AND GENERAL LANDSCAPE NOTES. SHALL BE PLACED A MINIMUM 4-FT FROM ANY DISTRICT WATERLINE OR APPURTENANCE. THE DISTRICT CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER 27. ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE DRAWN SHALL HAVE THE RIGHT TO REMOVE ANY LANDSCAPING THAT VIOLATES THIS STANDARD, AT ANY TIME POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 53. ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND BRB SUCH LANDSCAPING IS DISCOVERED, AND SHALL NOT BE REQUIRED TO REPLACE THE REMOVED THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND DEPTHS REQUIREMENTS. LANDSCAPING. ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4. CONSTRUCTION CONTROL MEASURES AND 28. ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE CHECKED SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT 54. ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST DAP 6. DESIGN APPROVAL AND CONSTRUCTION START: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY DESIGN ACCEPTANCE FROM ELCO. DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING 2. THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES DESIGNED CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL 29. ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL BRB MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. FILENAME 7. PERMITS: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH MAY BE APPLICABLE TO THIS PROJECT. 0009_Cover REQUIRED. FOR ANY PERMITTING WHERE THE DISTRICT MUST APPLY FOR A PERMIT THE CONTRACTOR 30. NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER 55. ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE SHALL COORDINATE, COVER THE COST AND SCHEDULE THE PERMIT ACQUISITION WITH THE DISTRICT. 3. THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR 8. CHANGES DURING CONSTRUCTION: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES Rl-P00 L/c .. GIVEN. ALL REQUESTS FOR SUCH FIELD REVISION SHALL BE MADE IN WRITING WITH THE PROPOSED 4. THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ��.• � CHANGE INDICATED ON A COPY OF THE SIGNED DESIGN DRAWINGS. ANY FIELD REVISION APPROVED THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES Vim; AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE AS-BUILT DRAWINGS. CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UN11L TEMPORARY SEEDING OR NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED QQ �G REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PERMANENT EROSION CONTROL CAN BE PERFORMED. ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. • � ,Q) P�S�9. MATERIALS OF CONSTRUCTION: PLEASE CONTACT eroslon0fegov.com EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS •; A. PIPE: ALL WATER PIPING SHALL BE POLYVINYL CHLORIDE (PVC). ALL PVC PIPING 6-INCH WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN 31. ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY 56. THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES, WITH THE EXCEPTION OF STREET Q F0� \��<v� THROUGH 12-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES TREES, FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER 0 •....••• G� ACCORDANCE WITH AWWA STANDARD C900, "POLYVINYL CHLORIDE (PVC) PRESSURE COMMENCE IS AN AUTOMATIC 'NOTICE OF VIOLATION"AND CAN RESULT IN FURTHER ENFORCEMENT ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS /ON&E� PIPE, 4-INCH THROUGH 12-INCH, FOR WATER DISTRIBUTION". ALL PVC PIPING 14-INCH ACTIONS. THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. THROUGH 24-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. ACCORDANCE WITH AWWA STANDARD C905, "POLYVINYL CHLORIDE (PVC) WATER 5. THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TRANSMISSION PIPE, NOMINAL DIAMETERS 14-INCH THROUGH 36". PIPE WITH A DIAMETER TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, 32. AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI 57. THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL GREATER THAN 24 INCHES SHALL BE SPECIFIED BASED ON ENGINEERED DESIGN. SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL B. TRACER WIRE: ALL WATER PIPING SHALL BE INSTALLED WITH A TWELVE (12) GAUGE SOLID UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED COPPER WIRE, PLASTIC COATED, SIX HUNDRED (600) VOLT TAPED TO TOP OF PIPE AND CONSTRUCTION. PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR SURFACED AT EACH HYDRANT INTO A TRACER WIRE BOX. SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT C. PIPE JOINTS: PIPE JOINTS SHALL BE MADE USING AN INTEGRAL BELL WITH AN ELASTOMERIC 6. AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, TRACKING ACTIVITIES). AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, GASKET PUSH-ON TYPE JOINT OR USING MACHINED COUPLINGS OF A SLEEVE TYPE WITH SELECTED, INSTALLED, MAINTAINED, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED RUBBER RING GASKETS AND MACHINED PIPE ENDS TO FORM A PUSH-ON TYPE JOINT. CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF 33. IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. D. MATERIALS AND INSTALLATION: ALL MATERIALS INSTALLED SHALL BE NEW AND FREE OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS MANUFACTURER DEFECTS. ANY DEFECTIVE OR DAMAGED MATERIALS NOTED ON THE POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT 58. THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF CONSTRUCTION SITE SHALL BE SO MARKED AND REMOVED FROM THE SITE. UNDER NO 7. ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT INTO THE DRAINAGE SYSTEM. SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CIRCUMSTANCES SHALL ANY PVC PIPING BE INSTALLED UTILIZING MECHANICAL EQUIPMENT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE TO SEAT THE JOINTS. 34. CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING E. PIPE FITTINGS: ALL FITTINGS SHALL BE MECHANICAL JOINT, DUCTILE IRON, MANUFACTURED IN 8. AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. ACCORDANCE WITH AWWA STANDARD C153. FITTINGS SHALL BE FURNISHED WITH A THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC CEMENT-MORTAR LINING OF STANDARD THICKNESS CLASS WITH A 250 PSI PRESSURE RATING. PLANS, THE DEVELOPER SHALL AT ALL 71MES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRA11ON OF SUCH POLLUTANT. THEREFORE, F. GATE VALVES: GATE VALVES SHALL CONFORM TO AWWA STANDARD C509 WITH ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON MECHANICAL JOINT, 2" OPEN LEFT OPERATING NUT AND RESILIENT SEAT IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY G. BUTTERFLY VALVES: BUTTERFLY VALVES SHALL BE USED FOR ALL VALVES 12-INCHES AND LARGER EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE AND CONFORM TO AWWA STANDARD C504 WITH MECHANICAL JOINT, 2" OPEN LEFT SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). Z OPERATING NUT, RESILIENT SEAT AND SHALL BE EQUIPPED WITH SAND BONNET. INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE O H. FIRE HYDRANTS: HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, 1" SQUARE UPON REQUEST BY THE CITY. 35. IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE OPEN-RIGHT OPERATING NUT. ALLOWABLE MANUFACTURERS AND MODELS ARE MUELLER SUPER REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. CIO CENTURION WITH EPDXY COATED SHOE OR AMERICAN FLO CONTROL WATEROUS PACER WB 67-25OX WITH 9. ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SIZE WORK AND THE LIKE ARTICULATED INco EPDXY COATED SHOE. ALL FITTINGS SHALL BE SWING ASSEMBLIES WITH THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL 36. THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND Uj ANCHOR COUPLINGS. REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR I. PIPE, VALVE AND FITTING WRAP: ALL FITTINGS, VALVES, FIRE HYDRANT SHOES AND PLUGS THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, 0 0 O SHALL BE POLY-WRAPPED WITH 8-MIL THICK POLYETHYLENE PLASTIC WRAP, DOUBLE LAYERED, EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLU11ON SOURCE CONTROL MEASURES. THE DEVELOPER VEHICLE TRACKING, AND SEDIMENT DEPOS111ON THAT COULD IMPACT WATER QUALITY. AND ENDS SECURELY TAPED PRIOR TO BACKFTLL ALL FITTING BOLTS SHALL HAVE ZINC CAPS SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. INSTALLED. 37. ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR 10. THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED W 10. BEDDING: ALL PIPE SHALL BE BEDDED IN 3/4" WASHED ROCK UNIFORMLY GRADED AND DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. D CO J COMPACTED. TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO 1/4 OF ENGINEERS'404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT OF PIPE DIAMETER (MIN. 4"). BELL DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 38. ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN UNSTABLE TRENCH CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2" UNIFORMLY GRADED DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, < = _ WASHED ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND 11. THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE COMPACTED UNDER AND AROUND SIDES OF THE PIPE PER THE PIPE MANUFACTURERS INSTALLATION INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL PRACTICAL WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, > RECOMMENDATIONS. NOTE MAXIMUM TRENCH WIDTH DETAIL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY Z SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND < z 11. BACKFILL: BACKFlLL OF ACCEPTABLE MATERIAL SHALL BE PLACED IN LIFTS'OF UNIFORM 12. THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT HORIZONTAL LAYERS NOT TO EXCEED 6-INCHES OF COMPACTED DEPTH PER LIFT. MINIMUM 18" OF DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY Z ♦R COMPACTED BACKALL ABOVE PIPE MUST BE IN PLACE BEFORE ROLLING MECHANICAL EQUIPMENT CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE O V TYPE COMPAC11ON IS TO BE USED. BACKFILL SHALL BE COMPACTED TO 95X OF OPTIMUM DENSITY IN WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED MONITORED AS PART OF THE ROUTINE INSPECTIONS. ROADWAY AREAS OR PER ROAD AUTHORITYS REQUIREMENTS, AND 90% IN FIELDS OR NON-ROAD BY OTHERS. LOCATIONS. BACKALL COMPACTION TESTING FREQUENCY SHALL BE AT LEAST ONE TEST PER 100-LINEAL 39. PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA FEET OF PIPELINE LENGTH AND AT VARYING DEPTHS AND LOCA1IONS IN ACCORDANCE WITH THE 13. ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE REQUIREMENTS OF THE APPLICABLE ROAD AUTHORITY OR BEGINNING 1.5-FEET ABOVE TOP OF PIPE AND PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR AT 1-FOOT INCREMENTS TO GRADE. 14. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. SPILL KITS AND SUPPLIES CLOSE. 12. JOINT RESTRAINT: ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH DISTRICT SPECIFICATIONS OR AS 15. AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL 40. THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING REQUIRED PER ENGINEERS DESIGN. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST CONDITIONS AND AS APPROVED OR DIRECTED BY THE DISTRICT FIELD INSPECTOR. STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL 13. CONCRETE: ALL CONCRETE CONSTRUCTION, INCLUDING THRUST BLOCKS, SHALL BE COMPLETED 16. INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING UTILIZING TYPE 5 OR EQUAL CEMENT ONLY. MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND 14. ASPHALT REPLACEMENT: FOR ASPHALT PAVEMENT THAT IS CUT AND HAS BEEN IN PLACE RETAINED BY THE CONTRACTOR. 41. ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE LESS THAN TWO YEARS (ACCORDING TO CITY OR COUNTY ENGINEER'S RECORD), THE CUT SHALL BE A VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE MINIMUM OF 20 FEET IN WIDTH AND WILL BE REPLACED TO THE SPECIFIED DEPTH BY A PAVING 17. ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN PRACTICAL, AT LEAST FlFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR MACHINE. ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT 15. PIPE COVER: A MINIMUM COVER OF 4-1/2 FEET OF COVER OVER TOP OF PIPE SHALL BE AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION, PARTICULARLY IN AREAS OF MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. NEW GRADING AND DRAINAGE SWALES. EXTRA BURY DEPTH MAY BE REQUIRED TO MAINTAIN 18. ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS MINIMUM COVER AT DRAINAGE CULVERT CROSSINGS AND/OR FIRE HYDRANT RUNS. MAXIMUM THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE 42. THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE ALLOWABLE COVER SHALL BE 6 FEET, UNLESS SPECIFICALLY APPROVED BY THE DISTRICT. THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT OTHER UNCONTROLLED LOCATIONS. 16. CONNECTION TO EXISTING SYSTEM: ALL CONNECTIONS TO EXISTING WATERLINES SHALL BE FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE COMPLETED AT DEVELOPER'S EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS AUTHORIZED TRAFFIC. 43. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN CONTRACTOR WITH NO EXCEPTION. THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS 19. ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE 17. INSPECTION: THE DISTRICT SHALL HAVE THE AUTHORITY TO ASSIGN AN INSPECTOR WHO SHALL OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF INSPECT, CHECK AND VERIFY THAT ANY AND ALL WORK, INCLUDING ALL MATERIALS TO BE INCORPORATED CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. 0:1 IN THE WORK, EXCAVATION, BEDDING, BACKFTLL, TESTING AND ALL CONSTRUCTION METHODS AND MEASURES'DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE TST, INC. PRACTICES OF THE INSTALLED FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH 4-4. SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS CONSULTING ENGINEERS REQUIREMENTS AS SET FORTH IN THE DISTRICTS SPECIFICATIONS. . SOUND ENGINEERING AND HYDROLOGICAL PRACTICES. AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE 748 Whalers Way IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED Suite 200 Fort Collins 18. TESTING: ALL LINES SHALL BE PRESSURE TESTED, CHLORINATED AND FLUSHED BY THE 20. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL Colorado 80525 CONTRACTOR IN ACCORDANCE MATH DISTRICT SPECIFICATIONS AND UNDER THE DISTRICT'S SUPERVISION. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND Phone: 970.226.0557 UPON PASSING CHLORINATION TESTING, BACTERIOLOGICAL TESTING WILL BE COMPLETED BY A STATE THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 45. TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY JOB NO. CERTIFIED WATER QUALITY CONTROL LABORATORY. COPIES OF ALL PASSING TEST RESULTS, INCLUDING SOILS (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE 1230.0009.00 COMPACTION IN THE AREA OF WATER MAIN CONSTRUCTION, SHALL BE PROVIDED TO THE DISTRICT. 21. PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER SCALE N/A 19. PRELIMINARY ACCEPTANCE: PRELIMINARY ACCEPTANCE SHALL BE ISSUED TO THE OWNER IMMEDIATE CONSTRUC11ON OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED WHEN ALL PROJECT WORK IS COMPLETE, TESTED AND OPERATIONAL SUCH THAT THE INFRASTRUCTURE IS INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE DATE READY TO BE ACCEPTED BY THE DISTRICT. DOCUMENTATION REQUIRED PRIOR TO ISSUANCE OF FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. SEPTEMBER 2024 PRELIMINARY ACCEPTANCE INCLUDES BUT IS NOT LIMITED TO CHLORINATION TEST REPORT, WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES BACTERIOLOGICAL TEST REPORT, HYDROTEST REPORT, COMPACTION TESTING REPORT, VERIFlCAT10N OF PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS 46. SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND SHEET PROJECT COSTS, AS-BUILT DRAWINGS AND RECORD DRAWINGS. FOLLOWING RECEIPT, REVIEW AND SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL Of 224 ACCEPTANCE BY THE DISTRICT OF THESE AND OTHER DOCUMENTS AS MAY BE REQUIRED PER PROJECT CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL 4 SPECIFICS, THE DISTRICT WILL ISSUE PRELIMINARY ACCEPTANCE. TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE d x�J I \ / I� F I ` x FF IF I \ \ , o0 �- • -• • \\ Uj LU L I J REFER TO MILL & OVERLAY \\ x II F� PLAN FOR DEMO ITEMS \� \ P -� RELATED TO THESE \ \\ V INTERSECTION IMPROVEMENTS. \� \ ] x SEE SHEET 183 Q EX. NUMBER •8 DITCH REMOVE & REPLACE \ �� �� f .• • • ASPHALT FOR OPEN m CUT OF WATERLINE \ . �r CROSSING DRAWN BRB ( I EX. TREES EX. WETLAND TO TO BE REMOVED CHECKED REMOVE APPROX. 1,177 BE REMOVED •• SEE NOTE 5 DAP L.F. AND 3 MANHOLES OF EX. TREES TO \ DESIGNED ABANDONED SEWER MAIN •• SE REMOVED BRB SEE NOTE 5 _ - - - -2• ` FILENAME [nil 0009_DEMO LLJ EX. GRAVEL � ` PROP. SANITARY TO co EX. SSMH TO ROAD TO OVBE BE BORED UNDERREM ��p G o•' BE ADJUSTED GIDDINGS ROAD = TO PROP. IF NOTES: ��� S�••••••��G� c GRADE (TYP.) ` EX. GRAVEL ONAL ROAD TO BE 1. SAWCUT LIMITS TO BE DETERMINED IN THE FIELD BY THE CITY INSPECTOR. REMOVED 2. CONTRACTOR TO COORDINATE TIE IN POINTS TO EXISTING SANITARY I _ INFRASTRUCTURE WITH BOXELDER SANITATION DISTRICT. U) o \� I 3. CONTRACTOR TO COORDINATE TIE IN POINTS TO EXISTING POTABLE WATER EX. BUILDING INFRASTRUCTURE WITH ELCO. \\ TO BE REMOVED EX. BUILDING Z \ TO BE REMOVED 4 CONTRPROVIACTOR TO COORDINATE DRY UTILITY RELOCAONS/REMOVALS WITH Q C/i o l \ EX. TREES r EX. BUILDINGS J TO BE REMOVED EX. GRAVEL TO BE REMOVED 5. REFER TO TREE MITIGATION PLAN FOR ALL EX. TREE REMOVALS. SEE NOTE 5 C/) ROAD TO BE _ REMOVED � cn co ` I I \ Z E � — ONE EX. OVERHEAD ELECTRIC C/) ? o TO BE REMOVED Cf) z co I REFER TO MILL & OVERLAY O U' PLAN FOR DEMO ITEMS O I cn RELATED TO THESE c" EX. GRAVEL INTERSECTION IMPROVEMENTS. I ROAD TO BE I SEE SHEET 183 \ — / REMOVED SS, ' ; / / �_ _ W Z \ Cf) REMOVE & REPLACEco \ \ � ASPHALT FOR OPEN SSLij \ CUT OF WATERLINE CROSSING \ OVERHEAD POWER TO BE UNDERGROUND. REMOVE & REPLACE EX. 18" C/) CONTRACTOR TO COORUTILITY PROVIDER. W DINATE WITH DRY F CMP CULVERT. REFER TO ASS / I`/ X a STORM SHEET FOR ; �— _ REPLACEMENT LOCATION. I / I X ~ 0 � \ \ � �ss � II � � Z Z \ � � 0 Q \ �" EX. 21" PVC ` / I \ \ SEWER � cn I MHO MHO MHO HO 11HO 0 MHO MHO l Z \ Cf) Cn CIO \\ REMOVE & REPLACE ASPHALT FOR OPEN CUT \ OF STORM CROSSING EX. POWER POLES AND UTILITY PEDESTALS ETC TO BE U' RELOCATED. CONTRACTOR TO COORDINATE WITH DRY UTILITY b PROVIDERS \ oI -SS T OHE OHE- SOH E0- -C_Q HE=Cr5--0HE--cEh--M- 0HE------ceGHE � S,S - - - FE LEc TST, INC. CONSULTING ENGINEERS �n 748 Whalers Way SS\ I Suite 200 Fort Collins 80525 REFER TO MILL & OVERLAY Colorado PLAN FOR DEMO ITEMS- RELATED S I Phone: 970.226.06.0557 TO THESE \_ - JOB NO. INTERSECTION IMPROVEMENTS. \ 1230.0009.00 \ SEE SHEET 184 SS SCALE 1 200' DATE SEPTEMBER 2024 '- I� , 200 0 200 400 SHEET 141 ss scale 1"=200' feet 5 of 224 — A r( i4=4-::��—,,-- z Ld LEI / SHEET 16 l � /0 [if SHEET 18 C Ld r N GIDDINGS RD _ .. N GIDDINGS RD SHEET 1 5 ,, SHEET 19 - - - ��f�� / ,' I JI11 \ SHEET 13 - / ; I . , I - J S``"' DRAWN BRB / ( // / �' f ( / ' / / // ( 1 , I ( ( / r I V / / / CHECKED / DAP I '• / /// / / DESIGNED //' p�� - tl ! ' BRB � I / '1 / / / / // / / I ) � / //, / -9. �'` � � � FILENAME Y U/� l / / / l / l l l/ / / 3 S H E E T 12 �� G'p '.� I 0009_OVERALL GRADING �, � � � / / f/ > / /// � l l l � � � l / o ,�' .�' ;; F-� � • S a .�o ,,---. Poo ��� SHEET 17 � • �o�P�o� o� SHEET 14 ,,E oll • •• G , SHEET 10 TONAL E o I / �/ SHEET 11 ,, ., I I , SHEET SHEET 9 �iii�� z i Ili, 00, ��/000�-, 1/8 /,j C � /� / I ' I � /ice �� ��� i �� / � � � � // / �/ � � ��....��. � � � \ � ` � � � �/�� / � �� � I w 0 / // %/ �ii i // / / / / // / // . l r ) //J / // / / // / I //� / / // a / , / / � / /� //// / SHEET 7 \ { / � / � �i/ /I III/ r / Cl) o� '000- '0000, zz,/,5� r--JL a. Wo ir f // j � Z�//, C ^ /i � � / / / �' �/ � � / � � �/ 1 / l 1 � � II �/ � � � / j/ire �� /////Xx 1411, — — — — — — — __— �/- — — —€i— — — Z TYPICAL TYPE A — � � x _ - - - - - �— —� — - - -� -� - - - - - — OVERLOT E �� I �^ �� —I� �r ✓ a I'1 LOT DEPTHL r✓� � � � � \ -�CjL LL MATCH ULTIMATE 10' ® 2.5% MIN FG AT PL 4:1 SLOP W r z .� I r x �' r / o / �VERLOT 0.0% SLOPE DE .� III x x x — _• I l I III I i ,1. I I / / f •'''y ULTIMATE�L.5% w \ BOW ELEV LOPE � MIN 0 a- \ TYPICAL TYPE B Q N OTES: TST INC. OVERLOT m 1. TRANSITIONAL (TR) LOTS DO NO FOLLOW A TYPICAL CONSULTING ENGINEERS I w LOT DEPTH OVERLOT TEMPLATE. — - 748 Whalers Way z } Z Suite 200 Fort Collins Colorado 26.0 0525 Phone: 970.226.0557 JOB NO. a- wZ 1230.0009.00 w'I 2.5% CL ULTIMATE SLOPE 10 SCALE 1" = 200' D' BOW ELEV�MIN ICL Y `� m 200 0 200 400 DATE SEPTEMBER 2024 �0 MATCH ULTIMATE scale 1"=200 feet SHEET 0.0% SLOPE FG AT PL 6 of 224 10' ® 2.5% MI \ a Ir 1 z / F 4998� o 4999 P � / \ o 5 to a o I o 5001 / \ 5002 5; o p 5003 � - RAISED CROSSWALK PER 5004 p _ I I _ DETAIL ON SHEET 224 50 005 \ \\ -5003_ / / 5007 \ / c 5008 , O ,,AA ..sp.. .' g _.v-' ' ...s -_ - - - > N •�9v. 4." 8. v S' 1.4-♦v p s 5006 _ •Spps •P 5.46 w 5.43 0 Dry A P" \ ®N �+, _ ^ FLINT HILL DR -\ 8 m b, 1 4.67BO \00 DRAWN I , P® e P BRB \ \\ \ I p♦' v'. " a ' , ps. v CHECKED ♦ 0 �({//�/] .":.:.:':. V ".. r - -f .. �• ^. : • r .ham: Q � J r� -= DAP vs tseq` e� Sid 1 "�\0 ,• � DESIGNED • �9 A •���, `--•° �' �+ BRB f • FILENAME ♦ o ��' F KEY MAP 0009 \ _Grading � I 1 ��s \ `` �\ p•:" �.� L I N.T.S. LOT 35 !"No �? _ \ GRADING AND O� ,./. I T.O.F=9.23 \ Pp0•L/c NON POT POND I / . " \ \ / F.G.= 8.56 �� �J J p• INFRASTRUCTURE PER SEPARATE o" p TYPE B LOT 34 LOT 33 LOT 32 = LOT_ 31 LOT 30 LOT_ 29 LOT_ 28 C�••�Q RE • OJ14- \ 5002- -PLANSET I ��� ♦ T.O.F.=9.49 T.O.F.=9.76 T.0.1-.=10.U2 T.O.F.=10.65 T.O.F.=11.03 T.O.F.=11.42 T.O.F.=11.42 Sy �G F.G.= 8.82 F.G.= 9.09 F.G.= 9.35 • F.G.= 9.98 1 F.G.= 10.36 F.G.= 10.75 F.G.= 10.75 PE G TYPE B TYPE B 1 TYPE B� _ TYPE B TYPE B >/ TYPE B LOT 36 /Y 4.04 \ \ :/o5.40 T.O.F. 9.08 I \ ?- = F.G. 8.41 \ \ • - J I' /ONAL TYPE B I \ p I NZ - - - -_ � ��- - - - - - - I- - - - - - �L ,�o- -- - - NOTES - RAISED CROSSWALK PER • / \ I 1 1 0` 0 0• L o,• c� DETAIL ON SHEET 224 !' "5.20 \ - -, - T- - • - '-"= - -" -- - . - - - -� - - \\ / •p P„ �:•� UU 4.22 .. 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN \ >S •: v LID 1 UNDERGROUND e. 4 o 9 as \ p a a •'o . ARE THE MINIMUM ELEVATIONS REQUIRED FOR \ 4.21 0" E - Q / �`." 6.86.� . • FULL INFILTRAl10N ,. \: >. d. " " •: , .. : .. ` • < ' - - \ � •. LOT 37 . ' .. �o . .., ,: ' ' \ $.. >: - - p N •� •4� p: PROTECTION FROM THE 100 YEAR STORM. 4.23 9 , v' - 09 P v _ ALLEY N �: ".w. ✓'. T.O.F. 8.74 i p C S • v• / '" ' . •" - .""" MINIMUM FINISHED FLOOR ELEVATIONS ABOVE F.G.- 8.07 p : o � ". �. NTYPE B \ ' THE 100-YEAR WATER SURFACE IN STREETS, 3.91 `5.40 \ \ / / ' � ' ?8 '��- - '8�- -o�,- - - -�'� ,y - - - SRI - -�- -�-•- - - - - - -�,`�" � ' •A? - - - - - - - - - - - CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A OD $ /" / \ I 1" • I LOT 27 MASTER GRADING PLAN ARE TO BE SHOWN. �9 3.91 LOT_ 38 / �o _ _ r.; . \ - \•s, \ o00. •" / LOT 10 LOT 13 - '" I T.O.F.=11.87 �- P T.O.F-8.48 / ..'' ",; " T.O.F.=11.81 I p� w / \ T.O.F.=9.90 LOT 11 I j 9.46 F.G.= 11.20 F.G.= 7.81 \ n /`p F.G.= 9.23 - r I F.G.= 11.14 W 2. REFER TO STREET PLAN & PROFILES ON 5p0� •""�._ 4.19 / \ TYPE B �; /A,. / LOT 9 ;��P_ T.O.F.=10.09 LOT 12 r TYPE B �, I: : .o;'. TYPE B SHEETS 148 - 180 FOR FLOWLINE PROFILE T.O.F.=9.71 F.G.= 9.421 OIL- •. " . 9 \ I I T.O.F.=10.09 O. moo• Iso I" q� so INFORMATION. �OF.GYI 19.04 ,\o� �O 'iPE I ��\ F.G.= 9. 2 t W � ti 9r ' ` \\ \ / \%".":''` ' p - / \ �•� - o• '' \ - \ I 3. PAVERS SHALL BE BORGERT BULOVAR OR LOT 8 / I rI ► �• .. LOT 26 APPROVED EQUAL. REFER TO DETAIL SHEET ✓y g.. sao - < ,� R - -I LOT_ 14 xss7: -- T.O.F.=11.87 FOR PAVER INSTALL DETAILS. /' \ _ T.O.F.=11.81 F.G.= 11.20 'OO• / , .p m T 0 F 9 46 a: I r I � '.�;". �: Z 7,lP /•" /, ' F.G.= 8.79 'TYPE BP" F.G.= 11.14 I \.. 9.65 I TYPE B O TYPE B 00. 1� A cyh '\!c A I• �,� �O) 110N PER 'I. o \ 6s5' \ /: LOT 7 o• 0• o• o °� - I �• d� PUMP STATION O :/ . \ LOT 39 \ "" - _ \ ". LEGEND CO SEPARATE PLANSET =�.' �\ T.O.F=7.92 \ •6.49\ T.O.F-8.82 I •', e Z F.G. 7.25 r .�." \F.G.= 8.15 \ _ __ TYPE B 7.90 L \ \ r PROPOSED CONCRETE ° -I u Y; 1 I LOT 25 - - 3.84 \ \s.2o \ LOT 15 T.O.F.=11.75 2.29 \ \ / I p. e7. I %�•. P I- T.O.F.=11.66 - \ �'""' I F.G.= 11.08 PROPOSED PAVERS \ \ / �'•e ' \ \ r F.G.= 10.99 I TYPE 6 M J ® /:._. 6.68 / $ - \ I m to :�..: I W t LOT 40 -I TYPE B \ / S �. \/ o r I; r�o Q TOP OF FOUNDATION T.O.F. 5 ,% �.�-. . . \ S \� I '"�• ►�O' 66+ �},v O S) LU I, .'� F.G.= 6.98 N. \ - } CO TYPE B \ \I�" J Cl) k a ;!` :.. a m ' I \ FINISHED GRADE Z F.G. Q I` �' `�% � �, • \ / /: ::, :"d,`' / \ \ \ SS - r _ � -{ � �� • (AT EXTERIOR OF FOUNDATION) / LOT 6 \ I LOT 16 I I '2s.00' I LOT 24 Q = 0 T.O.F.=11.54 'pj• SS \ \ / 5.99 T.O.F.=8.02\ ; ,.\ I ="•. " �� . I- - I T.O.F.=11.33 I I _ I`'. ,''. . " . \ \/ '•:: .:•' _ 7.05 . \ = I:. F.G.- 10.87 J" o' / F.G.- 7.35 �.'" « ;.:''' F.G.- 10.66 � .,.ova, ^<° LOT_ 41 TYPE B \ s �9 r TYPE B TYPE B Q e - a . F.G.= 6.72 ♦\ ::� ' �• '� .� I '"""„~"." • O' •� LOT 5 6.97 \ \\ ;: 8 7 I Z T.O.F=7.89 \ \ \ I J I LOT 23 F.G.= 7.22 `ti \ \ LOT 17 I t T.O.F.=11.33 __ I• �' \ / �.!`'" �`" TYPE B -•5.62 \ \ S`, \ �♦ s I T.O.F.=11.13 � I'•:a • I F.G.= 10.66 \ / 6.33. \ 6.02 \ -n /p \ \ \ \ &. '. F.G.=Y 1 .46 i I a • I TYPE B \ U' 7 Y o 'I . 4.95 '/"• \ �6' tag\ \ \ 4 j' • I• LOT__ 42 f' %." . . I \ e \> \ \ \� ' ' I I' p •I. T.O.F=6.94 f LOT_ 4 I m "I P SF.G.= 6.27 I `.:p I \ \ \ l am." LOT 18 Y. I:. TYPE B T.O.F-7.63 \ \ �� I LOT_ 22 v:"•�' I I F.G.= 6.96 \ \ '` T.O.F.=10.93 o. "s 'pF F.G.= 10.26 I - O I TY P \ S \ I T.O.F.-11.07 I""• '.I. I TYPE B O O •." " I F.G.= 10.40 N L�ti 5.74 !? �•' + •+� h• 6• _9 \ \\ \ 1 �O oOOs . b .. ., I TYPE B� 00 : a r LID 2 UNDERGROUND \ " O• h w •I , , p . .. " LOT 3 # ( \ S m a T.O.F.=7.43 FULL INFILTRATION) S - .F.G.= 6.76 I� \ - "t. LOT 43 'ti°c TYPE B �k s� m \ LOT 19 I ♦':.. y•"" I ',� I .. �,. �. .77 T.O.F.=6.66 `. o \ �' •�I� F. 5.99 I �'. " ?. o SS \\ T.o.F.=10.72 ��O. >: ALLEY 0. 4987 j " \ 1F.G.= • " it 4988 •�,,. \ TYPE B � I � P LOT 2 � \ ♦ 4(� . � ' h 7f J 'Q " �, I _ _ TYPE B � p •. e 89 4990 5.48�► F.G.- 6.59 S '1 0• 9• \ O b 0• �S 499 2 A `v \ -_ I •8 _ •"I' { 4993 LOT 44 4994 j ' O 1 T.O.F=6.40 I *- I" _ o LO T 1 _ 1 LOT 0•� 2 LOT 21 4995 F.G.- 5.73 I - T.O.F-7.09 5 TYPE B P '',, ,•�� �'' T.O.F.=10.60 000 a" �� _ T.O.F=9.78 - - - - - - - - - - - - - - 'I. k I F.G.- 6.42 \ \• F.G.= 9.93 F.G.= 9.11 - - '"' : �;." ►�:y .6,� wy, 0y - - - - A ':.'. o -TYPE B �s � - - - - - - - - - - - - - - - - - - - - "....\ .. �- - - - - -TYPE B. - � - - - - - - -TYPE B- - - - - 0 k i 1 3.98 � 1ti k• O k• � 7 6• 4. c s - , �:, �:• • .'o'� I �> \ ONSULTING ENGINEER " • "�b / / _ �� \\' 748 Whalers Way C Suite 200 Fort Collins Colorado 80525 \ O 'h• x 4�• _ - S \ / rorO Phone: 970.226.0557 �\ -� 3 'S tS •s8 \ 1-6'� JOB NO. o� o• °� °x 33 c ® hti ss \ 500� o� •� 1230.0009.00 Go 5001�O,S IO .y �O? Ok ` �� o - �'� - �'� s� �ro"� / �y1 N TIMBERLINE RD e SCALE 1" = 30' / �7�•I 00 soft-" DATE ="�." ' ;�" \ �� / \\ \ 30 0 30 60 SEPTEMBER 2024 1= /C > . . . . . ev. o a' i' p v v n , SHEET _ _ 1 =30 3.81 4.15 ..• P" :p� �q ".. :� fo �" p� . p�"" scale d 9 b feet ^ s -fir'v •v y .•b" Y •"�' vim♦ b•" -O�J>- -ram'- - • ,- '.v v s� .. •is 4 ' •�r (� ••' 8 r d - P a v i • o v 6 b •:-:�• :• ""• �"" 7 of 224 xR O 3.99. - -.. - 5007". V NZ SEE SHEET 9 N 999S� I ) \ \ \ 1 \ \ \ \ 5000 m �o - may, ob % ` \ I 50025003- top,�► $� 00, RAISED CROSSWALK PER 500804 0 - - - 5006 \ \ \ \ \ ` > N \\ >�' o DETAIL ON SHEET 224 07 5007 0 ` \ \ \ \ \ � 5007 _ 5008 \ \ \ ` z 008 - -09- - ♦ C `LI • :` 50 s. e' (n LLI }... 9. v" v .. R .. a .. s • • .. - - sv - - - - - - -v A V --Lid °v` vim. v ♦ <. 4 ♦ a .♦ " ♦ r Ld CK 6�0Mob 1 ti0 Via' o 9.06- s, 9 FLINT HILL DR 9 O M $ \ \ 1 I \ ° • 00 I x ?� $p O� J 0 ♦ v : .v ♦ . .'a ♦' .. ..� v .i "a ^-r ' d 0.. - - - - - _ _ • - - o w • s T •� _ Ido DRAWN 8.771 r 8.56 CHECKED LI \ I LOT 8 p. �$� �� \ \ \ \ I I \ � DAP T.O.F.=11.73 0 \ I \ > 1 N O� �O \ \ � DESIGNED \� �• F.GY:'-11 06 �M 00 ) \�g \ \ \ I I \ BRB I \� / �: \ \ .•. $ O I \ 1 1 1 \ lot" \ FILENAME LOT 31 LOT 30 LOT 29 LOT 28 $... LOT 10 LOT 9 �" �o \ \ \ I I \ KEY MAP 0009_Gradin 2I T.O.F.=10.65 T.O.F.=11.03 T.O.F.=11.42 T.O.F.=11.42 O o 1 \ 9 10 T.O.F.=12.11 T.O.F.=12.11 Oho��O- 9 \ :• F.G.= 9.981 C F.G.= 10.36 F.G.= 10.75 F.G.= 10.75 F.G.= 11.44 >> F.G.= 11.44 10.76 '� • �� 1 \ N.T.S. o \ \ v O.1 TYPE B� - - l,j� J � :,.;_,I_ �a TYPE B �X TYPE B � SOS : '- SCb A'• � o \ I ice\ \ \ s C OD \ r- J �� \ o. ..e. . :♦ LOT 7 1 I \ \ \ \ 10g I / -t�T,I. • 1 \ T.O.F.=11.73 cn O - V s� �O, - - - - - �� o�:p• II \ F.G.= 11.06 eP - - - - - - \ \ ��Q� \�O�� >' .- - - - - - - - - . - - -I. 7L � - - - - -� '.T °�' FUTURE N0. 8 p •. G2 ` O • ...• . � a . ` • .� • SIGN CHANNEL I \ ONAL E •��', s� �`•' `. Oki 8s DIVER 1 \ � / � o< \ 'V \ • Y`P : v rALLE • o ALLEY .N ff 9 :�. ,o :O•, •fir . .�.: ..;. ,,, .. \ cs I \ • - • a AA ^^ a •♦ v s s ♦ a .s s:os' °�� o s •A�::� /:": �" I \ I � NOTES 1- T - - - - - ` :. .�'.= I LOT 6 \ \ I \ THE TOP OF FOUNDATION ELEVATIONS SHOWN • I .w1: T.O.F.=11.73 1 \ ARE THE MINIMUM ELEVATIONS REQUIRED FOR •� I LOT 27 I \ LOT 13 r- LOT 11 F.G.= 11.06 T.O.F.=11.81 T.O.F.=11.87 - I 1" 1 E_ \ \ \ \ PROTECTION FROM THE 100-YEAR STORM. r F.G.= 11.14 1 l 9•46 : I F.G.= 11.20 T.O.F. 12.21 I : \�' 0 1 \ : 1 I 1 \ ` MINIMUM FINISHED FLOOR ELEVATIONS ABOVE T YP�: F.G.= 11.54 I\ TYPE B o, 1. I �- I v • \ \ THE 100 YEAR WATER SURFACE IN STREETS, 9 6ti- ' >. , ���� `.tip` ��� 1 CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A of '� I_O °. . " o_I o � ' o• ►�'� Ao ,o ♦ ..I" �o �o : ` \ \ I \ I � 1 \ _ - t ``' °A ♦ : \ I I \ MASTER GRADING PLAN ARE TO BE SHOWN. w LOT 26 -I LOT_ 14 I �s9.67: I = 1 I \ \ \ I \ \ 2. REFER TO STREET PLAN & PROFILES ON R 1 T.O.F.=11.87 LOT 12 \ SHEETS 148 - 180 FOR FLOWLINE PROFILE I I T.O.F.=11.81 1 1 F.G.= 11.20 T.O.F.=12.21 I �. s •.. LOT 5 I \I \ \ J F F.G.- 11.14 TYPE B - - \ \ � 9.65 � F.G.= 11.54 1 � 1 \ T.O.F.=11.72 \ I INFORMATION. •� TYPE B O•k •� I 1 d _..YPE B 1' J F.G.= 11.05 I• z �• yr TYPE A \ I \ Vj ox: >Q _ IJo a. °�• 8 ? : o• 1 I \ \ •� \1 1 \ 3. PAVERS SHALL BE BORGERT BULOVAR OR o ♦, J I o \ APPROVED EQUAL. REFER TO DETAIL SHEET L I l.o.•. o / 1 e:1. �.� 1 o \� I\ 1 \ FOR PAVER INSTALL DETAILS. Z 1 I LOT 25 �o •�� J \ I 1 \ LOT 15 1 i �;o:. T.O.F.=11.75 LOT 13 o� �: op I-j T.O.F.=11.66 I.' .:'b. 1 AF.G.= 11.08 Q p. F.G.= 10.99 1 TYPE B = $ F.�:F. 111234 1 \ Noo I I o J I I \ \ \ LEGEND v . o .. ..I' I l \ 1 c Z TYPE B �►� ro- �O A O - 11 ` $ I $ d \ '�� .o' es 1♦ e w ��O •sue �o , °' �`ti ,�o�o� { I I LOT 4 \ .r am � I \ ` PROPOSED CONCRETE } : .: ,� 1. 1 T.O.F.=11.18 \ \ o� `Q ` I \ > t I "I''. q - 51.00 �- I PROPOSED PAVERS J LOT 24 ROW 1 v' ` I F.cI=PE 0.51 �o o ` FUTURE ROADWAY 0. I LOT 16 I ',28.00 1 -- 1 LOT 14 $ INFRASTRUCTURE \ TOP OF FOUNDATION T.O.F. W I T.O.F.=11.33 I I T.O.F.=11.54 T.O.F.=11.81 1 ''�,' '♦e l: I I \ \ SHOWN \ \1 1 F.G.= 10.87 _o� F.G.= 11.14 1 w �ti M F.G.= 10.66 o I 1 \ REFERENCER ONLY \ \ \ FINISHED GRADE CO o : TYPE B TYPE B ry.� 49 J '1•' L - -gyp 8 9 _TYPE 6dL _A- J." �. 9' •�S J . v I ♦.� .o. .L•_ " •� a,> ♦' ''. I \ (AT EXTERIOR OF FOUNDATION) F.G. Cf Z d J 1 \LOT 23 ' •b.1 I , I 1 1a. ' LOT_ 17 1 I T.O.F.=11.33 I LOT_ 15 I N I \ 1 > a t •: '28.0o I LOT_ 3 I IT.O.F.=11.13 1 I'•:. �'..•`.. 1 F.G.= 10.66 T.O.F.=11.60 I -; 1 �. 1 T.O.F.=10.90 1 1 \ 1 F.G.- 10.46 .;a :. : ,. TYPE Bcc a F.G.= 10.23 I I I \ \ $� \ I I F.G.= 10.93 1 I'. 1 �� TYPE � , _TYPE J = `t - S7 �" � h 1• 1 � � FV T •" '; .'� �•' •ems.:. � \ 1 LOT 18 i� ` ' • . 1 \ o LOT 16 7 T.O.F.=10.93 1 • v LOT 22 \ T.O.F.=11.35 F.G.= 10.26 1 ._ = 10.68 LOT 2 I\1 I ' `•.•° T0F_1107 I F.G.= I u O 1 F.G.= 10.40 - 1 1 \ \ F �� O� •°S : I TYPE B �° p J. 1 T.O.F. 10.56 \ 1 I \ • " •�9 .. F.G.= 9.89 •a I m : l b Is �• TYPE A '4 \ \ \ 1 1:... . - - - - - \ 4, LOT 19 1 e.. .��. ALLEY 0 �ti•. e LOT_ 17 .: A. '� o' T.O.F.=10.72 1 �T'os - 9 c .0 T.O.F.=11.15 1 a . I. JI \ I F.G.- 10.05 F.G.= 10.48 `I:to o - L_ 8� I. `.G r ..v - • b 0• : a9 ^� ��� , OY 4: .8I. I \ LOT 1 I 1 T.O.F.=10.29 \ _ LOT 20 1 LOT 21 LOT 18 I •04' 1• pl. I F.G.= 9.62 \ \ T.O.F.=10.60 T.O.F.=9.78 s? T.O.F.=10.94 A F.G.= 9.93 F.G.= 9.11 F.G.= 10.27 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J' I - - - - - - - - - - - - - 1 1 \ \ TY;.,.,- -TYj't TYPE B 1 0•. • •'� -1 Oo �� J INTERIM SIDEWALK TO BE \ \ �• � - 1 ,.Q. 4 } .. " q a . . �-,� �. o • 2 . REROUTED TO ROUNDABOUT .v. s. ..• s. .. ? .. r ..v . • 7.15 � �' � I \ o. 74 sEN PHASE D 5009 •�an .�.e r_ rL, s , .v • s. ., a �v. v. v 8. .. • .. ♦. • .. • v T -.•ter. . r ♦ �.-.,. - . ��� s -.1c•=- tom'' • 3 m - a\:. .. .' .. '. .. , ... . ... .. •:o`er o• - . o � 6` ' INFRASTRUCTURE IS BUILT. 8.57 ♦ ' \ v' \ \ � 60 •�o ,�Tom, o Ib \ TST, INC. o�aawc I •� ? \ I CONSULTING ENGINEERS 748 Whalers Way 6b / N TIMBERLINE RD e� - oo - M�' c \ Suite 200 Fort Collins h' Or 5006 y \\ J e 6 ? 1• 00 \ I Colorado 80525 I \ •6, �' ) Phone: 970.226.0557 // - v 'A) ^• o, 0•1�7 JOB N0.- .. q 5.4.1 \ \ \ 1230.0009.00 va m- v• �b f \ SCALE 0 / . vo' r •<.. .�'•' r4. 'vim - 6- -^ lop_ - v . - .♦.v Of l - / 30 o 'b 1 d 1 v I '- / v l\ p bg vo s4.` o• v ss, ♦ 07 7.15 - V :\ o DATE ss ^ - - - - - - - - - so 00 �I - �/ - - - - - - ♦ s� • $ � °� 30 0 30 so SEPTEMBER 2024 m� ;- - - - - - - - - \ - - - - - - - - - - - - - - - mom$ °D T 7.52 LOT 7 -s?.' I. 1 1�p �y- �> " SHEET II \ /� c�` scale 1 =30 feet J d 1 � T.O.F.=10.72 InT F.G.= 10.05 1' LOT 6 8 of 224 SEE SHEET 10 SEE SHEET 7 N 3.81 4.15 V= � d �• ' >.. , i ° •v P. S Qo v .qr v •S v ab' r •7 o' CQ , v Y 'o - ee- a- o v♦ t� 1 RSO Sp0 ♦ h SSO - 5.43 UJ 'l ` �\• •�A � Ok q 5007 � v - - - SR �. ;�,. - - - - - - - - - - - - - i 4.22 _ - - - - - - - - - - -- - -s - - - - - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '\. LOT_ 30 5.50 z 0 LOT 1 r.I �� T.O.F=8.35 / 1 I= �. T.O.F.=5.92 ) 94.52 y F. 7.68 / LOT 24 F.G.= 5.25 �♦ TYPE B / -OO S �p c�i I; TYPE A I T- y ,�t/ - - - / •'e�? \ F GF= 8.4$ 7.60 �•. �• •?i9�•" cn w ., 9 T- > 9 6.29 ro' / \ TYPE B . 4 ,�. i� :S 6' 7.q3 / / \ ,S Ld v 999 I ♦"I' J. `' o`I. LOT_ 32 LOT_ 31 8�..> . ps `�• .egg / °� y \ \ s 1s \ r� a . I LOT_ 22 o .`�L' p0 •� T.O.F=7.47 T.O.F=7.47 >y : o:. soy I r / co , .°�� 7 \ \ j^- - - - - 's T.O.F.=10.04 W F.G.= 6.80 F.G.= 6.80 LOT_ 29 / / �° / LOT 25 \ p 9 ' •<'.q F.G.= 9.37 m� I .. I " TYPE B TYPE B '. I T.O.F=8.37 0.6. �7 1=. . .� TYPE B �,��L c9 o� o� I / / / �T.O.F.=9.08 .� F.G.= 7.70 �i / \ F.G.= 8.41 / �4j. ♦'I �.y '. _ Apt ao I �rn°iao LOT 2 I ::I I TYPE B r� S �O / q I YPE [� / - '\, . I 1 =. .. :J oc \ •1v I '� LOT 21 T.O.F.=6.29 Lt- '� \ �) �o F. 5.62 I :w h ' S l \ I 8.15\ \ / o '•� o o'' q.\ I T.O.F.=10.04 w o 28.00• / J \ \\. s T Y A ` :. / ': ♦ �: < ' F.G.= 9.37 - ,5 8 Q N• •a '►�° -TYPE B O o �Q I. / / �'` 'LOT_ 26 / / / ¢'fp• i T.O.F.=9.07 / `` `•• - • e :o h'\ I / Uj� ��\F.G.= 8.40 �: 4�. -�� 3. `1. �`s -..o '' �: � _ v.a-, SLOT 28 / TYPE B / �' ab e ' '.• • � � LOT 20 m $. ALLEY• G o� ///7/x/ T.O.F-8.37 I \ / N/ 2.o % /. ,\` •i ' F.G.= 7.70 / • � R T.O.F.=9.95 ► e - h• i / \ \ '/ ' /. v •v•••Ps. _ F.G.= 9.28 k DRAWN :♦�' 5.05 0�♦ \ TYPE B • o .�h d q o•' \ / v' 'YPE U ��? BRB LOT_ 3 2.0B% I �. - _.� -c-,w-� v - \ \ / f r0 LOT 27 / v. . `, - CHECKED F.G.= 5.62 I \ / \ T.O.F.=8.93 / �. ,.• ..o < / `>.'q. . DAP • TYPE A >s ` Is. �t ✓ ' `�' / \ \ 0 \ �/ / / \ F.G.= 8.26 ` / I LOT 19 I-v I ..I' � / \1 \ O' o :o DESIGNED l T.O.F.-9.76 �' 6' 5.83 / \ \ \T�S� / _ IAg F.G.= 9.09 0- BRB LOT_ 27 5.83 / /� o. 'I °r TYPE '� h •� ' gti s� s. h• \ \ F c.F 7.45 \ !'' / \ \ \es / .' I .. w o• �• ° FILENAME N o ti p - / \ A `'�z:; J KEY MAP 0009_Grading Y a .: I. / \ TYPE B / / 6•°�i- LOT 28 \ I:v / A� I. •� �r p;lo; / �• r \ \ �' / / \ T.O.F=8.72 Q , LOT 18 q' N.T.S. i I/ T.O.F-9.50 O �'1; .• I' / \ \ 9� \/ / / \ F.G.= 8.05� / , > �:v'' 1 L_ .v ,. / 6.\ 6, .. / o TYPE B / /' .a F.G.= 8.83 DO L/c Q I .. LOT_ 4 La , - ti'`' LOT 26 \ •?�/. / // \� 7.54� // f• / t✓ : . = 6 T�P �ti •s .. �Q�P•..... w T.O.F-6.03 1.,.•'h \ _ / \ \ ♦a/' ��. : /� I . Y h R.o Vv�' • ��P� �� F.G.= 5.36 I °P ♦ / \ FT.o•F_7 82 / / / �\ / >. �• 4 PQ� G� l: .. TYPE A TYPE B / / �y�l• LOT_ 29 \ /. / ;� �f _.. I LOT 17 r O��G ��S • T.O.F=8.46 \/ ♦' . / A ": ' I T.O.F=9.24 1'C� F.G.= 7.79 / da ♦ � F.G.= 8.57 •: = / \ 674 �/ / / TYPE B / / / L - -- - - - J 0 \1 rp° - - - - -1-TYPE 3 - - - - - r 9�' � LOT_ 25 �� p / �c 7.33 /ONAL E� '1 F.G.- 6.99 _ '' _ ALLEY ,J • •S I' I LID 3 RAIN TYPE B / / g0 LOT 30 \ o. •q �. - ..�.. 0�� �. # I� l l h• •� ;N NOTES T.O.F=8.25 6'; ° ALLEY ''q . t; LOT_ 5 lr a GARDEN) , \ \ - d . ♦ I /�• q / / \ F.G.- 7.58 'I b T.O.F=6.01 I •.o \ 6.51 �/ / / TYPE B- I / A - l; c� v \ e s : , 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN F.G.= 5.34 .\0 / \ \ •a+ - •� - �b 6° �s . .I= I� J. ' /. • �• LOT_ 24 \ / \ 7.12 \ q. ? �• �- - e�- '�8- '°o- - -6• ARE THE MINIMUM ELEVATIONS REQUIRED FOR �• TYPE A/B J '•o '. \ T.O.F=7.43 \ • I ,Q r.9 �' J :v,• \ _ / / / \ \ �, �. / 'R �� � PROTECTION FROM THE 100-YEAR STORM. ` q ,, F.G.- 6.76 / s / / o MINIMUM FINISHED FLOOR ELEVATIONS ABOVE S A / Q' \ TYPE 8 / Crj Oc \ AS -,. / 6.85 ,\;L sp°� ^'S �\ ,\h �• a �, 'pR SR \ \ ? / q / LOT 31 \ /' , -: : ` o, < ��Sp THE 100-YEAR WATER SURFACE IN STREETS, A / ♦> / \ 9 �/ / Q h \ _ /,/ �, LOT 12 o DITCHES SWALES OR OTHER T.O.F.=8.04 /' ' � . .�'�. -. � CHANNELS, , r / �. : 6.2 / F.G.- 7.37 T.O.F.=7.57 RAISED CROSSWALK PER 'moo : ' �`I' •~q ' I s Z / a \ / / / b, LOT 13 LOT 14 LOT 15 LOT 16 DRAINAGE FACILITIES, AS ILLUSTRATED BY A / TYPE B / / F.G.= 6.90 T.O.F=8.18 T.O.F=8.30IT.o.F=8.42 T.O.F MASTER GRADING PLAN ARE TO BE SHOWN. DETAIL ON SHEET 224 o • L a:. < e�• \ LOT 23 / Z !c .: / \ \ / /:•q/< / TYPE B - - - / - o : T.O.F.=7.21 / o \ \ 6.88 / �• 5.89 / F. 7.51 F.G.- 7.631'F.G.= 7.75 F.G.- 7.75 y L.`.. �• F.G.- 6.54 \ s' / I t TYPE B TYPE B T I TYPE B TYPE B i 93.82 I '% . > �� � '� � TYPE B� � �`G�h � 2. REFER TO STREET PLAN & PROFILES ON �• �. , :' 4. w 1."'_^ ,'v, •. s, \ v♦ >a T.O.F.=7.80 S w. ¢g99 6 65 / y SHEETS 148 - 180 FOR FLOWLINE PROFILE F.G.= 7.13 J i o' I s / RAISED CROSSWALK _ y / Q. / �� - - p INFORMATION. LOT_ 6 \ TYPE B LOT_ 11 •: T.O.F=5.96 I I' • '� '• ,/ \ \ •?? ' 6'�,/ / PER DETAIL ON \ ( / / ' ♦..o. 5.74 \T.O.F.=7.57 5.79 1h 0� 66.00 Row F.G.= 5.29 I s.,.a ♦� �• SHEET 224 \ - / / �.;. T�F.c-= 6.90 3. PAVERS SHALL BE BORGERT BULOVAR OR \ APPROVED EQUAL. REFER TO DETAIL SHEET ♦ -Y"E B / •:,;.�."� �' r \ LOT 22 \ \ `./ / \ � s.48 � , I N .. 5.12 �1. S /s / T.O.F.=6.67 / •h`•ti LOT 33 \ / W FOR PAVER INSTALL DETAILS. Z 1 •.I. /.:�,. \ \ x / . .q \ T.O.F.=7.60 \ / LOT 10 5.60.• ' TYPE E' S \ /• FL-FL r. ti� Oj A I / \ \ - �� � 5 F.G.- 6.93 •5.56 T.O.F.=7.40 II l O v 'I o' / \5,5 \ \/ A �� 5.12 TYPE B� \ / F.G.= 6.73� a �Y \ b� LEGEND •�s.. :hk� \ C \ / i� s/• : / 6.24- -� d ♦e � T ", - CIO LOT 21 \ 'o� / / \ S / '; // Z • I 1; T.O.F.=6.67 / 6,12 1 PROPOSED CONCRETE / a d o.' 6.00 / \ '/ • < - / / 5.29 9°� �'� ►� / o' ° LOT 9 �g h o a LOT 7 I /� ,. . ',o ��-T;= PE B� / 4g8 / =- 4.87LOT 34\ \ /', h� \ T.O.F.=7.16 / hh; - PROPOSED PAVERS Q Q J T.O.F- 5.89 I J ♦ / / g3 \ / / 8 ♦. J �'.o w 5•� S7. ' \ T.O.F.=7.09 \ °� F.G.- 6.49 / TOP OF FOUNDATION T.O.F. M 9• 0. F.G.= 5.22 �. '\ \ 7c U. /� \ hti �'� TYPE B, W r� I I• . O�y F.G.= 6.42 W q.' TYPo-e :'=: �• r \ LOT_ 20 \ es . �, T.O.F=6.55� l 2800' \ 6.12 \ / / ♦. /• >♦ •SO 5.76 �SO J / j CIO A�=o \ F.G.= 5.88 : ' �� \ \ / 28� / `� �o . i / a. FINISHED GRADE F.G. > �• 16+ TYPE B� \ S / 0 (AT EXTERIOR OF FOUNDATION) Z ♦. I '.,- '� / \ LOT 35 \ �p RAISED CROSSWALK PER _ _ Q <:1 .' .: j..a.-'..: ,•@'r.;•, �l 5•� �� / \ \T.O.F=7.04 \ ' .off ' 4 LOT_ 8/ 4.92. a DETAIL ON SHEET 224 Q = 0 - • • O < T.O.F=6.73 o ,." \ I q:: �• \ LOT F TYPE6B 7 / /. : , T. 4.16 yyt Q w; .8 `r�� F.G.= 6.06 / $ o I \ _ / \ 5.92 �� 5.71 yl r '3 (09 / 0 5 T.O.F.=6.36 q ' 1 I I 001 - = Q aC �n F.G.- 5.69 I \ .> LOT 8 I f \ TYPE B -I / / I \ g 1. . . �'r / ��h �• :1` 1 T.O.F=5.61 \ LOT 36 \ �. _F.G.= 4.94 \5.2� / / \ l ,j .•:., ^/ LOT_ 7 T.O.F=6.63 3.85�Rp Z 1 LOT_ 18 \ '??A F.G.= 6.17 .G.= 5.96 / x I ro y\ _ / TYPE / % / 5.57 y FINAL PARK N T.O.F-6.19 \ - 4>. y ._ E / 3.96', \ O :,. ' I h�L A j F.G.= 5.52 /� / \ 5.72\\ / f.'< ..•; _ GRADING DETAILS TO o q 'S� t. LOT 6 BE PROVIDED NEXT f: - TYPE B \ / / A I. ..♦ •� : _ / \ o \ / 4.22\ LOT 37 T.O.F.=6.49 - /4.564` S�O°.� ROUND q v v \ \ �1 F.G.= 5.82 /Q \T.O.F.=6.64 • 5.44� 0 F.G.= 5.97 •� ' TYPE o / v ° .I � � / I � a• 3.67 / •o r / \ g / \ 5.52 / / /: / LOT 5 4.44 l Av _ ?8. I °� �o LOT_ 9 I ♦ . / :. �I LOT_ 17 /� / -r \ •sR . A T.O.F-6.36 �. °0 •A ( \ f / .6, F.G.- 5.69 � l `� �.� �� T.O.F=5.45 I ♦:' 3.26 ��. •a 4.07� T.O.F.=6.02 d . / / /` 1 a: - /gyp TYPE B / 1 . /F.G.= 4.78 I :. F.G.- 5.35 / LOT 38 / \ o �� < � TYPE B :v/�♦; q / � i TYPE t � / , / / .,�. T.O.F.=6.44� co I o:� � / \ %�,� m / 4.62 v r / i / F.G.- 5.77 - - o / / / 1 \ 4.84 AA 4a � 1� I_ / AA JJrr �/� TYPE B _ �s -v. OD r S / I � . p S Ts. / sv •Q� / \ I .o - - - - - - - - � o.s3 � � LOT_ 16 � o:. � o�o q / I T.O.F=5.54� / v / T.O.F=6.46 - rr - 3.91 • O - = F.G.- F.G.= 5.79 >- o .q O. � 4 .2 I 3.12 2 � I' ro h TYP E B v'• o- � TYPE B 1 ♦a q. •q ° O o a I 1.24: a� LOT 15 '/ � � 3.36 :1 3.82 a> 00 I ,v. s< to A i T.O.F� 5.14 rn `ALLEY F a . / � . . •o I .� �: F.G. 4.47 I . , 5.33 'o.. / �Q I O O , y } = .. '� . >.. . - 2s4 TYPE B _ � > > 3• / < h S ? ? es M.. ' / / -� I A _ Ate_ ��_ e� •I. ' I LOT 3 S , I p •s1 rq / 4.82 •S? _�� •..o. ♦q h F OG.F 5.58 S ♦ I °° I LOT 12 0 / CoL . O TYPE _ •t: ~ - DLO 14 M ' �, C 4.83 -_. ;.o.'. ° 5.1s►� ��� vy. LOT 11 / j. , T.O.F.=4.01 T.O.F.=4.80 / LOT 39 4.84 F.G.= 3.44 S *' -- w. .. I LOT_ 2 -ql y*: F.G.= 3.34 a YPE B \ •sr�, F.G.= 4.13 T.O.F.=5.74 I �; T.O.F=6.10 I g0 LOT 10 TYPE B TYPE B / : F.G.- 5.07 \� I m �, ,. �'• \ LOT_ 40 LOT_ 41 LOT_ 42 Q ; o F.G.= 5.43 S cD .'• T.O.F.=3.90 /,1 -. / / . 0 TYPE B T.O.F=5.75IT.O.F=5.75 T.O.F=5.76 I : ! ..de. ,y9 Y�'` g •eS >.. .,, , 93.07 �• / A• .. . �� \ / ti \ z I F.G.= 3.23 �0 / o F.G.= 5.08 F.G.= 5.08 F.G.= 5.09 a 5.00 2.89 _ �` TST INC. o / TYPE B S I �.yLOT 13 \ / ° N :I:. ,�,> :' OQ .R q ''-r T.O.F=4.36 a°� \ YPE TYPE B TYPE B M .r ' CONSULTING ENGINEERS F.G.= 3.69 �.� / tiry \� I: M I LOT 1 \ -.. I ,.g000 J 748 Whalers Way I S / I T.O.F.=5.92 2.82 1<44 I TYPE E �`� / q I g I F.G.= 5.25 n ii RAISED CROSSWALK PER suite 200 Fort Collins Colorado 80525 eP` :,I. °ti hti .y� �h� a / 8. 1 0, �y •\- (1'i �- �.S 2.79 2.98 - DETAIL ON SHEET 224 ` '�• N ti �l! -�L N / 0 �` h 1 S • ti Phone: 970.226.0557 N ..k a►..�- key' .y' 'y' 'S' a9 k' q, O ? v o JOB N0. ��.. q O v O 0 <.q 1230.0009.00 m 3 •R s s a •� - �, rp A SCALE I L °_ �� ?�5 �� -0 SCALE �� �Lh �o •°o �o� �� 1» = 30' 92.92 - o° / o w `� rn o LID#4 (UNDERGROUND - �: `� �% �: 'o� LONGWOOD DR 5�4 DATE o - / M �o ,. INFILTRATION , 30 0 30 so SEPTEMBER 2024 �� ? ti 5ooa ?i�� a= , SHEET O ® ?� scale 1 30 feet 8? C4 `� 9 of 224 SEE SHEET 11 SEE SHEET 8 N d. o.... .` ..o: � ' .. . .. . ' da a '•,. '..v' • - 00 / 500 v 0 r• lil 11bq wv RCb 15 1� 7.44 .:� e s-i - - - - - - - - - - mcrg,�' � a�\ - - - - - - - - - - - - - - - - - o�0 C,11 / \ z 7.52 LOT 7 I I �� o a ,'n \ / v` \ O T.O.F.=10.72 $ '� I / oLOT 24 F.G.= 10.05 1I LOT_ 60 -�8 � . TYPE: B O T.O.F.=10.13 O NT.O.F-9.08 F.G.= 8.41 7.60 ' ' ' • ?� .> ��' o�� oS • I F.G.= 9A �TYPE B �- I TYPE A_ - \ \ > � I � � LOT_ 8 •s�o 8.16 � - - � LOT 1 v - - T.O.F.=10.04 a. T.O.F.=10.72 r^ •SO - •.. F. 9.37 F.G.= 10.05 LOT 25 \ v - .v_I. '' �. TYPE B O, Sp . :Oy TYPE B T.O.F.=9.08 v O \ F.G.= 8.41 / : s R O pp / \ TYPE B / '� ��' 1• �00 O / '.. LOT 21 v'� I '\ 51.00' Row LOT 9 8.15� / :; o .,` I T.0.F.=10.04 I :;.1 I LOT 5 \ w p T.O.F.=10.71 I T.O.F.=9.78 ` a F.G.- 9.37 F.G.= 10.04 - ��. 'LOT_ 26 • o. s 'S0 - -� �O� S 8 : F.G.= 9.11 \ \ \ e o �? :<:/ < �• �- ...s: �. P' S)'v { I TYPE A 1 v ' T.O.F=9.07 / �: 4 �'.'v \' 28.00' •O� -vl I 1 \ F.G.= 8.40 / ca. m -TYPE B ./' ' _..�.. .: .�:°� 'o ' �s r �I LOT_ 20 -FL LOT 10 I I �` �, \ m 8.01 \ \ T.O.F.=10.59 O \ !•\�`o •' ', I F.G.= 9.28 - � F.G.= 9.92 i o.�• `0IV DRAWN sow ./. •'. o:� .�. BRB a o.�? �`.ti TYPE B '�. FUTURE NO. 8 DITCH \ 27 / . -� $J'd `�``..I I / DIVERSION CHANNEL 1 CHECKED I 1 I \ DAP I`: � � � I , .Q �- . I LOT 4 � \ =s.s3 �/ �` / I LOT 19 LOT_ 11 T.O.F.=9.37 8.26 \ / _ B �j ZN. / 9 F / I T.O.F.=9.76 J T.O.F_=10.36 .•::I F.G.= 8.70 1 DESIGNED 80 \ �:IrA / •``' O F G = 9.09 0- o F.G.= 9.69 8 .. : r qj f I TYPE A / \ \ 1 \ BRB / v '• v. ' / \ >I �� r 0� •gyp.• O P. ��O I Yt ie 1 �..-� I FILENAME > O ? ��s_ I / s '\ \ KEY MAP 0009_Grading N.T S. Q I LOT 18 0 _\ LOT 12 I Re 1 l>4..9 �. moo. . \ \ \ T.O.F.=9.50 T.O.F.=10.07 / / / $ '• \ 'r . �.y F.G.= 8.83 �� ) �- F.G.= 9.40 j > /• " ' / • ' ro• TYPE B •S h TYPE B ••••••• { �• A o 'oo oa I `LOT_ 3 \ I � • • RE l F.G.= 8.29 h, �\:.. LOT_ 17 LOT_ 13 yC, I ,Y,P` a 28.00 , / T.O.F=9.77 O: A� /°'.•. .. I T.O.F=9.24 v I •, :.' �0� <c/ F.G.- 8.57 F.G.= 9.10 ` ) :�o.... L -- - - - - J •..o �.\p .. BOO - - - - TYPE3 - - �0 TYPE B�hr° �S � •• G�•....• _ 5008 1 •s \ TONAL E� v• r� �4999•..: _ ; j/'.46, -.o .� $ ALLEY J • S�. - • LOT 14 • \ \ _ • . .'.. \ .�-' - .. o r` . 1: o \ NOTES Rs. •• `. � Sp \ T.O.F.=9.48 0 l • 'ALLEY J.. :' '. . ... `I"..' • ':a F.G.= 8.81 I - I N \ •- - 6� �:b , ; I LOT 2 I 5.2 \ ( 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN b+ •� • �� \) O� T.O.F 18.55 \ \ \ \ •0 6h s�� - e��\ - _ .p _ o0 0• e I I F.G.0 7.88 ARE THE MINIMUM ELEVATIONS REQUIRED FOR l \ PROTECTION FROM THE 100-YEAR STORM. LOT 15 .�v,� s g, o %\T.O.F.=9.19 S ` \ MINIMUM FINISHED FLOOR ELEVATIONS ABOVE F.G.= 8.52 ,� j L $ 1 \ THE 100 YEAR WATER SURFACE IN STREETS, . ' , � . •. .: I ti g '� '�' ` \ CHANNELS, , / �, LOT 12 y' - TYPE B- °► 1• oS DITCHES SWALES OR OTHER \ �o• 1 I?� • ` 1 \ DRAINAGE FACILITIES AS ILLUSTRATED BY A o� T.O.F h 9' • \ MASTER GRADING PLAN ARE TO BE SHOWN. F.G.= 6.90 • LOT_ 13 LOT_ 14 LOT_ 15 LOT_ 16 TYPE G T.O.F=8.18 T.O.F=8.30IT.O.F=8.42 /T.O.F=8.42 I r { I \ „ \ \ LOT 16 5.89 / F.G. 7.51 F.G. 7.63 F.G. 7.75 F.G.- 7.75 .• v . o \ \ 2 . •'v' ..-;. / TYPE B TYPE B T YP! 3 tTYPE B T.O.F.=8.89 \ \ 2. REFER TO STREET PLAN & PROFILES ON \� > SHEETS 148 - 180 FOR FLOWLINE PROFILE 1 \ \ ` �� \ 5.56 ►�� F.G.= 8.22 00 s LOT 1 , , \ �, l �' TYPE B '�' 'o� . °I. I ` T.O.F-8.15 \ INFORMATION. LOT 11 F.G.= 7.4s \ T.O.F=7.57 °� ��� �� I •... \ TYPE A �?' �h' h' `�' o ' �\ I. I - 1 \ \ 3. PAVERS SHALL BE BORGERT BULOVAR OR •..• :d. . F.�s:48 Q° 5.45 � , _ I h°c• I \ • \ DETAIL SHEET - . LOT 17 '• / r . .-. . _• ' 5.23 T 0 F-8 60 >6 .. 1 �sS ,\ \ \ \\ \ APPROVED EQUAL. REFER TO FOR PAVER INSTALL DETAILS. F. 7.93_ I L _ \ ? 1 \ \ 5.60. 1 � ��'.� TYPE B • 4.27 1 LOT_ 10 . . '� �• • �• 5.56 T.O.F=7.40 a.. ., • f LEGEND15% CO) F.G.= 6.73s ' o \\ S O <S h SS �� ep a a0 ro a' �• x SQOp �' •`�' o o S \ 1 \ \ PROPOSED CONCRETE > / LOT 9 5.29 �999 1 hti� •.o� s - •°' 1 \ \ \ Q � _ ` ti �� MIDDLE FARM WY sop ep c: \\ I \ \\ PROPOSED PAVERS Q J h• T.O.F.=7.16 y' `SS 6.49 TYPE �o� � 6• / � \ \\ / TOP OF FOUNDATION T.O.F..v • .. \ 5.76 •OS . / v. / \ FINISHED GRADE CO \ s' : o . .; ,� s LOT 6 1 v \ FIG. Z �.- •� � o _ � ,. (AT EXTERIOR OF FOUNDATION) Q RAISED CROSSWALK PER a ? 8.24 6• � .• :: ss '°ur �• - -0 1 LOT_ 8 j 4•s2, p; DETAIL ON SHEET 224 \ �. :� FO F=7.57 _ T.O.F.=6.73 4.16 I LOT 9 GO�e I TYPE A F.G.= 6.06 ( T.O.F.-8.51 5.71 TYPE B o� / v • 5001 I F.G.=-7.84 \N W �o O� YP� ho -f ,M $$ LOT_ 7 R\ I 1 \ 4.s9 0. � I � •? LOT 5 A T 9 7.03' -n T.O.F=6.63 3.85� oR LOT_ 10 I l J:.> I I T.O.F.=8.24 \\ G \ G.= 5.96 / '. LOT_ 8 LOT_ 7 Q 5.57► ' FINAL PARK J T.O.F=8.55 \ F.G.= 7.57 4.83 -A \ M p`L F.G.= 7.88 O'S e0 w� . I T.O.F=9.218?O T.O.F=9.21 s _ 9 ` \ TYPE T _ GRADING DETAILS TO 6• iYPE R1• 9;.' J8.544 -� - •9 I F.G. '� F.G. 8.54 LOT_ 6 4.5s / BE PROVIDED NEXT , I Q TYPE B �O TYPE B 9\'•.: \ i \ \ \ W T.O.F=6.49 - / `S1.00 ROUND `f\ G. 5.82 RD LOT 11 I s - .� o �• \.44►�TYPE B I y' 28.00' Op LOT 4 N \ \ - / T.O.F.=8.54 I v' I O \ ."° .'' -- r0• \ W o F.G.= 7.87 _ T.O.F.=8.03 • V7 v :- LOT_ 5 4.44.: 2 / �00 4j. TYPE B r I TYPE A_ $ $ \ \ x Oh Off' I e. \ F.G.= 7.36 CO a� o 1 T.O.F=6.36 0 ' . \ \ O d \ 00 F.G. 5.69 °L�1 •. \. \ i O TYPE B, LOT 12 I 1 I '�• - =�• - o-� _ •�: 'd. �� N1 \ 1 \ •o : I I T.O.F.=8.53 I ,� \ \ F.G.= 7.86 `�: d. ' • LOT_ 3 \ O . v\ \ \ � I o" - I 4.84 - TYPE B •6+ •? o - 6.59: T.O.F-7.81 \ \ Y N. 1 \ l9- v - 0.'. .' d' 'art v.'� � �� F.G. 7.14 1 's _ \ 4.40 4.17 .:: $e • i 4 I`.s r` A\ \ \ 1 6.46 J LOT_ 13 I ' P 5.79 T.O.F=8.52 1 �O F.G.= 7.85 ) j I .o•- \ \ \ \ `^ v�9�_� / A 0 3.36 h• TYP- O,Er? v , ` ryJ;v � LOT 2 � ..� p?.. J \ .�? • • ` \ ` T.O.F.=7.60ib• .33 v°. I \ ` :\ \ F.G.= 6.93 i� 4.18• r o LOT_ 3 LOT 14 �\ \ \ \ TYPE •.''-v. .. s v T.O.F.=8.50 :"M \: 2.7 T.O.F-6.25 _ I \ \ '• �� F.G.= 5.58 / S f _ ,y F.TYPE7B 3 S r TYPE B •Bj, Oip Z h' p I \ : .._ .. m .18►E- m 1 I LOT 17, LOT 18 LOT 19 ".. c�` o v • i 3.10 2,72 LOT_ 2 0 LOT 15 I T.O.F.=8.65 T.O.F.=8.65 T.O.F.=8.64 \ LOT 1 � \ T.O.F=6.10 I A T.O.F.=8.62 F.G.= 7.98 F.G.= 7.98 F.G.= 7.97 \ T.O.F.=7.38 �j• \h o F.G.= 7.95 1 , - \ F. 6.71 i 6.42 r ,y�L O ) - ��? TYPE B TYPE B TYPE B \ \ 28.0� ` TYPE A, F.G.= 5.43 S ` r � I � ��P A r\ \ ie'so - S •� r ..'y' ;6' 1� .0o TYPE B e o 2.8s' ! w• �' L- 7.69 \ : e�\. 5.22 ?s ,��o \ TST, INC. CONSULIING ENGINEERS :o..`\ 1 :r 6.02 N� 10 5.61 •\LOT 1 • ':.�1: .-5000� LOT 16 \ \.� �, o ;4 748 Whalers way •.. .. J T.O.F.=8.61 / V T.O.F.=5.92 2.82 . - 9 h� RO \ . Suite 200 Fort Collins F.G.= 5.25 r II I� RAISED CROSSWALK PER F.G.= 7.94 L5.90 2.42 Colorado 80525 YPF \ 2.79 2.98 \ TYPE A s.10 00 3. - r DETAIL ON SHEET 224 koo ss 6� ,�� �o s 6•. o� Opp s� '� \ 2.42 \ Phone: 970.226.0557 ' - NI - h ' JOB NO. > ? -•9 ... s4 ' cS � , s - \ 1230 0009 00 - e v.. o. v.• X) v,. / o \ SCALE „ , 5.04 - p ------------------ ti Se ti ti tip' O� LONGWOOD DR 500 �°' 'o o' c - /5 67 \ m o 5001 \ 11 30 0 30 60 DATE SEPTEMBER 2024 O M L� O 6- b '� O •� �- , SHEET -� 6.04 - i ` \ \ scale 1 =30 feet o `° o � :�'/` 6.25 LOT 14 \ I \ 177 1111 10 of 224 SEE SHEET 12 SEE SHEET 9 N , v < . I7 L ;z -4 �N-?00 / o doh ?Oj p / \ / o ti o/ LID#4 (UNDERGROUND LONGWOOD DR 92.92 ? { - h 7- M co M - - INFILTRATION) 5 , - do � ?Oj J N ?sue �w I ?ems "��� \ o ir LD E7: co 3 N v ` v v s' •1 0 v' 9. AA v 9 W ♦ 4.0.1 0 0• � o 1. 10, u• R R �,-1 1.91 2.01 o u� / °0 L - J 'S' O j •?? 1K W / O) 11007 00 92.77 °f 1.89 1.92 • > \ O p� 1 ' I' \ t� t� t� t� t� '- t�s t� R• R O m / f ae'I / jR S1f i%A1 1 a56 •,7C ,a9 •?tS� •?t3` �1 •87C �j � ry�' s" v �At� t�, 9�� O� fig^ LOT 11 - o"� I o N • 4.21- LOT 15 LOT 13 T.O.F=5.47 �� W �o `I..:" _ _ _ J'�' \ LOT 28 LOT 27 LOT 26• LOT 25 \ I ,.. / T.O.F. 5.69 T.O.F. 5.61 F.G. 4.80 O r 4.57 y 4.75 4.75 4.61 4.34 4.17 �' 4.06 - - -- - o F.G = 5.02 F.G.= 4.94 1 TYPE B h , f T.O.F.=5.38 T 0 F.=5.57IT.O.F.=5.72 'T.O.F.= .72 I� � o ' 1 • s?I � � LOT 141 � LOT 12 �` � � -� '♦ F.G.= 4.71 F G. 4.90 F.G.= 171 s T'0.F=5.52 LOT_ 9 LOT_ 8 LOT_ 7 NOT 6 LOT_ 5 LOT_ 4 LOT_ 3 LOT_ 2 LO_T 1 �sa8.. TYPE B PE: TYPE B TYPE B 1 T.O.F.=5.69 $ T.O.F=5.42 T.O.F=5.42 T.O.F=5.49 -T.O.F=5.67 T.O.F=5.67 T.O.F=5.53 T.O.F=5.26 T.O.F=5.09 T.O.F.=4.98 ' m II I �� _ LOT_ 10 = _ - - - - _ _ - �� F.G.= 4.85 F G. 4.75 F.G. 4.75 F.G.- 4.82 I - - _ \ �' . F.G.- 5.02 \/ Yp B I F.G. 5.00 F.G. 5.00 F G - 4.86 F G. 4.59 F.G. 4.42 F.G. 4.31 , 4.77 � PE 'B 4.69 ` 4.60 4.52 F.G.= 4.80 TYPE B� TYPE B TYPE B 6� 'TYPE B TYPE B TYPE B i TYPE B \ \/ S I\ / '... _/ j. `- � 1 I TYPE B J( / DRAWN BRB dolor a; / �� 3.85 LOT 16 ` -' -r �' 1- y - ;�I T.O.F.=5.90 °� - �,1 �9- - -►�01- °�- p� ��- - - - h� - - - - .y'�- - - �r0- - °�- - - �� �Ot- - 6�L- �t� ` �L�� CHECKED • F.G.= 5.23 "r l 'S• h' 'S• .y.,, '►j• -y �y �y �y �?O �`� / "�• �L' rL• 'y' `�O DAP L v� TYP 2.52- 1'a ✓" O e- V a- .. T 9. -.�-�._ ._.;_ T.V 1 /' - �L -r - 'c DESIGNED .9. b , s.. - 04 >d' . . I97 •1 .•,.. v .. s .. • �. .., .. .v ..v .^:. • .� •v. .�:. a �t ' ;�v :6 y I� o ��� tiry . 'ALLEY D •�. BRB •. . .. w. . • . . 9 v . > FILENAME LOT 17 /, ..9 S a '•. . _ 4.98 9 . Oo \ I s"9. - .ALLEY E > v�. x` 9` e v T.O.F. 6.02 'v s v v u s � 9 �' "� KEY MAP o009 Gradin � . 0 9 ti� o aa o v V - c ? 4.09 F.G.- 5.35 vo ♦..9 0' .,r' r r� N.T.S. 'TYPE B LOT 18�5.10 , �. 9 a / 8 A 8 - •'w 0 36.00' 3.35 3.49 J T.O.F=6.14 n •6 FL-FL l;' `� / F.G.= 5.47 / .:.... e,.o �/ / '�� ��� LOT_ 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 , - I ��•..�•. P�- N / S.27 TYPE B /�"; ,/ / / / ` `9� T.O.F.=5.35 T.O.F=5.35 T.O.F.=5.23 T.O.F.=5.08 T.O.F.-4.93 T.O.F.=4.81 \ ' T.O.F.=4.61 .y' V;• Q�� G�� / �5.22 / /: :. ': y..� / / F.G.= 4.68 F.G.= 4.68 F.G.= 4.56 F.G.= 4.41 F.G.= 4.26 F.G.= 4.14 F. 3.94 3.22 >. i d 9 ` YPE B TYPE B 3.38 • .y. h G S 66.00' ROW \ 1 N //o -."' 'a / TYPE B TYP;_ B TYPE B TYPE B ,.iPL 3 o �. - / \ LOT 27 LOT-28 ': LOT 29 LOT 3O0 LOT 31 LOT 32 �� ��0�� G�� o•� LOT 19 ��, ." // ` - - .. .. .. . cv 7f A R� 7f� \� 7C0 t�8 •6+0 T.O.F.=4.30 T.O.F.=4.14 T.O.F.=4.32 T.O.F.=4.48IT.O.F.=4.75 T.O.F.=4.92 Q `0� �• !v / d ,. / � '� �' \ • � �9 F G. 3.6 3 F G 3 47 \ F.G.= 3.65 F.G.= 3.81 F.G.= 4.08 F.G.= 4.25 Y F.G.= 5.47 / / q �� T"��'E B TYPE B I TYPE 3 TYPE B TYPE B TYPE B ••••••• ��� T'r B. �j / i a / ti°. '� TONAL E lb P. " •;I o 9 •. � / �'� roh h�� hh, tih �� � ►A o �'. �h '�/ � � � h •• .y. .y. .y. ti o ?o o �. h NOTES 1: I 482 k999, - - LID#5 (UNDERGROUND I > I I 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN INFILTRATION l I- �' RAISED CROSSWALK PER ARE THE MINIMUM ELEVATIONS REQUIRED FOR ) DETAIL ON SHEET 224 PROTECTION FROM THE 100-YEAR STORM. . �, O MINIMUM FINISHED FLOOR ELEVATIONS ABOVE RAISED CROSSWALK PER \ J / DETAIL ON SHEET 224 END CONCRETE THE 100-YEAR WATER SURFACE IN STREETS, 5� 0) Z ��j,o 98 \ CHANNELS, DITCHES, SWALES, OR OTHER \ i v DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. I I I RAISED CROSSWAL< o o� / j O 2. REFER TO STREET PLAN & PROFILES ON ® PER DETAIL ON AW_l SHEETS 148 - 180 FOR FLOWLINE PROFILE / • �'l.'" 1,. ) m� SHEET 224 4999- N INFORMATION. 92.15 I 3. PAVERS SHALL BE BORGERT BULOVAR OR / SOOT �O j �a+ i� � `� �S �! 1h • 0.84 j W � � �* APPROVED EQUAL. REFER TO DETAIL SHEET / I PROP. 26 WIDE 99se O '� •� j s �.• �� es O� W FOR PAVER INSTALL DETAILS. EMERGENCY � -� I � o• - - I I f \ 0.92 1 �. ACCESS \ �� LOT 30 LOT 29 �ry 1� : F �� w O .. .. o LOT_ 56,, LO - 0 >\ LOT 57 T. =5.11 T.0.F Vj T 0 F.=4.49 T.O.F.=4.23 a' F.G.= 3.82 F.G.= 3.56 . -- F.G. O I' 1 \ hh �° 'y�♦ �O O� \ r r-? TYPE B LOT 59 LOT 58 T.O.F.=4.89 F.G.= 4.44 TY co TYPE B / I G �' �\ ` �• �• l• �`• h� '� _ _ F.G.= 4.22 LEGEND Z 0] �, ♦ 4j T.O.F.-4.37 T.O.F.=4.61 Q \ \\ sq, LOT 37 ILOT 36 LOT 35 LOT 34 LOT 33 LOT 32 I LOT 31 �• .yam - F.G.= 3.70 F.G.= 3.94 �19j °�' PROPOSED CONCRETE A > Q W �. a / \ `b - sa° 6 ♦ v TYPE B TYPE g TYPE B 19 .. T.O.F.-5.50 -• .. - -- 'S• v0 \ \\ ` T.O.F.=5.50 T.O.F.=5.38 T.O.F.=5.23 T.O.F.=5.41 T.O.F.-4.96 T.O.F.=4.78 F.G.= 4.83 ��\ PROPOSED PAVERS m / O'er h O°/ \ TYPE B� F.G.= 4.83 F.G.= 4.56 F.G.= 4.41 F.G.= 4.29 F.G.= 4.11 h 1> \. / TYPE .� G.= 7 err E "I E. P TYPE B I F 4 1 - - \ / O 1'r' h �R 'y0�- - - - - ro h I'S - - ��. - - �,��- - - ��� - �g"� -�?,, 1.56 1.56 •: 1'�" - o,°b �ti. - �y6 - - TOP OF FOUNDATION T.O.F. CO N _ r C0 r \ //f a • - ' / o. ((��o _: .o , FINISHED GRADE v > > \ ,p• ""d 4 .• F.G. .�♦-. . v \ o .. x (AT EXTERIOR OF FOUNDATION) ao a ?" ? ALLEY' D ALLEY C Q Z Q S f (( x P 001 / 4.0: 4.8:1 / \ `�6'�_ `ids,- �jS- 6'j- - `�S - A s `�? `�� - �� ?e ?s� 1.96 1.96 I / � '' A I _ I�- - O� 0- -�j• A? 60.00' ROW � � O oar4� ? • I • - - vo- LOT_ 38 LOT 40 LOT 42 LOT_ 44 ? •"� v c p 36.00' FL-FL v� p O / •I. `b T.O.F.-4.94 T.O.F.=4.65 LOT_ 4- O _ Oo O h° A- I F.G.= 4.27 T.O.F.=4.87 F.G.= 3.98 �T.O.F=4.45 T.O.F=4.34 LOT 48 c� p , I .' F.G. 4.20 F.G.= 3.78 T.O.F.=4.36 pc o� o TYPE B TY - B I le U CYp �. F G = 3.67 - `. - "� � I•;' �°� LOT 39 I � IIIG� �-3�9 = LOT 60 LOT 61 LOT 62 LOT 63 LO g°. :a. . I r l . .. LOT 41 LOT 43 LOT 45 LOT 47 LOT 49 T.O.F.=4.92 T.0.F=5.10 T.O.F.=5.24 T.O.F.=5.40 T.O.F. 91.72 I T.O.F.=4.94 T.O.F.-4.73 .. i .. 9 - F G. _ 57 F.G.= 4.73 F.G.= I ,. ' = 4.27 F.G.= 4.06 T.O.F.=4.52 T.O.F.=4.35 T.O.F.-4.36 , ' F.G.= 4.25 F.G.= 4.43 F.G 4 T.O.F.=4.34 = ,�h _ ,I� F.G.= 3.67 F.G.= 3.69 TYPE B YPP : Yo P B S6,x• F.G.= 3.85 F G -- 3.68 • �• `/PE P. TYPE B �` I . 3DYPE BI p O O I �� I J IL's 9'` �ti e% hAI '. : . s ,• d• s > • .. v.t v. e: o♦�.. 1 V,� Oj� � 0[,JO �� °� •�? •Oj 00 �'`�! 0� 00 d N Cif 1 1 'pry •?d or 1 + ! � 1 N o nj �� -,?O •s8�-,Sj '���',07f O �C^0� 00 1 \ _ - ry,�ry / -,- moo° 5002 (♦�' - - \ i� -p - X - if� �C - iF-- --!--ter �N RAISED CROSSWALK PER o� ���o00 DETAIL ON SHEET 224 i�oo �o 0o MONTAVA AVE �! 66 M '.• �`•y'� �h °� O� �� Oh tih �` 6h ,�° , 6� ,fir ti� ti° U) M N F- o, .o o•� o��.• o�'�' , �• �• �.•.r'rr�.• ��� V) I N dodo TST, INC. I h Lo o I S •? ti - `b > > 0 N CONSULIING ENGINEERS Oj 0?j O•ry �j+ 0 o o do0r 1 '�• LO -'♦• Oj h. 748 Whalers Wa \ �♦h O O / ry Y \ O N •j`9 ' °� ?d sj '♦• •sj _ 'Od .�°� Suite 200 Fort Collins I 1 .a . . ` • o v•.. 9.. ' Colorado 80525 �L , • o. s: .'9 I �:" Phone: 970.226.0557 . . - •. -. v ` v ' v .. d. .. . ..-.. `.. v••" JOB N0. I 0.67 r �s �� �d �;�'�E�s �s �R > >R � �� ��� - �Co° �`�' '� j ? �` �`� 1230.0009.00 ' ? d s s ''� j d o �• 1.81 s� A j - I SCALE 1" = 30' I � , O o• � I I � I I � Re coo I s � s3.8s I LOT 12 LOT 10 LOT_ 8 - LOT_ 6 LOT_ 4 LOT_ 2 gs' T.O.F.=5.17 T.6.F.=5.06 T.O.F=4.84 I T.O.F=4.63 T.O.F-4.53 T.O.F-4.55 ° /� 30 0 30 60 DATE SEPTEMBER 2024 / $ F.G.- 4.50 F.G.= 4.39 F.G.= 4.17 F.G.= 3.96 r F.G.= 3.86 F.G.= 3.88 6 LOT 20 LOT 19 LOT 18 LOT I LO k91.26 I ` I 1 T'Yi�E A 11'PE A - a TYPE A I TYPE B Tr'PE f3 H �s �• T.O.F.=5.01 T.O.F.=5.18 T.O.F.=5.32 T.O.F.=5.48 T.O.F. scale 1"=30' feet SHEET 6" 1 R III � I I I wr `9 F.G.= 4.34 F.G.= 4.51 F.G.= 4.65 F.G.= 4.81 F.G.= TYPE C TYPE B TYPE I YE i3 "'r'; 11 Of 224 SEE SHEET 14 SEE SHEET 10 N O ' ♦ .. • ... v \ 1 •v \ CLI ®5 .?�? �� �Oi�. �t• o°_' p4 �h • A o oTO LONGWOOD o i. o e. • 5001 .103 _ LOT 14 L0 T.O.F.=7.22 I \I \ \ \ Ocn N 8 3.7 l F.G.= 6.55 (n w p03 �y ": ' e - • ° \\ \ TYPE A / o °' �r \ \ - o ' \ � � I s Is�•^ sa v s �s •.S S S S v S�S (� '\.\ W� \ LLd L so ,8S ,°� ,?? ' ��` 'R7t '�V •�1 ''e 's? ',� 'es •ems_ �, aT 1 \ \`' «\. 6.1' / LOT 13 1 a� � FUTURE NO. 8 \ DITCH ` �\ k• \ _ $� �' DIVERSION CHANNEL \ � �\ T.O.F.- � iCA / \LOT 15� `: MIn �\ soo 1 LOT 28 LOT 27 LOT 26. LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17F_ \\ \\ o 4.17 4.0s - .. .. .. .. .. .. .. .. .. LOT 16 1 ,,, \ > .\. : . 4. / T.O.F.=5.38 T.O.F.=5.57IT.O.F.=5.72 'T.O.F.=5.72 T.O.F.=6.20 T.O.F.=6.39 T.O.F.=6.61 T.O.F.=6.79 T.O.F.=6.97 T.O.F.=7.14 T.O.F.=7.32 T.O.F.=7.51 _ -co \ 5.86 LOT 12 \ \ - L53 F.G.= 5.721 F.G.= 5.94 F.G.= 6.12 F.G.= 6.30 F.G.= 6.47 F.G.= 6.65 F.G.= 6.84 T.O.F.=7.76I-� F.G.= 4.71 F.G.- 4.90 F.G.- 5.05 F.G.= 5.05 F.G.= 5. 3 LOT 2 LOT 1 48 • " Y i- Y �_ YPF TYPE B TYFF B �Y B L B YF B Pt_ B TYPE B YPF B F.G.- B 9 1 `,�-d \, \ T .78 \ 1 W a8/ o b - 13 - v - - \ F.G.= 6.11 m 5.26 T.O.F.=5.09 T.O.F=4.98 \ \ \ ( \ \ . • \. / 5•+`' N T \ `r 4.59 F.G.= 4.42 F.G.= TYPE B DRAWN 1 /V 1-(� , / /cos '•'s. a. ; 1 \ \ I�'Jj BRB s�� �_ >,•o:y..�\ 5.54 LOT_ 11 ` \ Sp,,� CHECKED L� ��ri- - - .�0- - 0�- - ,�0- - -�5 .y0- - - h0�- -.��- - - Ok- - - ,�pc- - - wj�- - g�- - - .��- Off- 00 ` . d 5.24.\ T.O.F=6.67 S� -� G DAP O 2.52- 1 [1 `L'- ^�• O 'S• _ .y. .y. .y. �• �• J p�. �• h F.G.- 6.00 ` " ..- ..q_. j..jP" < ..�. :.v.. \ DESIGNED s ., A .<.T' .. .• v .., ` !� a... '-�'- .. -. S99BRB r. a- ,may- o•'.> t / S A. v R. o Q P i'. /• 6 ri ALLEY D Y < a 0. .' v ' ♦ ,9 I � C '•J'� F LENAME • s ALLEY E A": �'a N v' - ♦my o / 0009 Gra in d KEY MAP p v In 1 9 Q v < sW n o aa5.75 // q i(� v• _•? vP v o: LOT 10 Y P v' J. / 1 o ' v � o � N.T.S. P' \ I \ \ \ F.G.= 6.24sO- O L/ \� 1� \ ` \ ♦\ \ TYPE O I L '��• ......L' �1 0 LOT 3.94 1 3.22 LOT 42 b 4.61 h• T.0.F_=7.58\ 3 3.38 T.O.F.=7.58 F.G. 6.91 \ ` \' / ` ��G �S • LOT_ 27 LOT_ 28 LOT_ 29 LOT_ 30 LOT_ 31 LOT_ 32 �� 1K. %K' ,�� \ TYPE B \ , ':� 5:9s LOT F.G.= 6.91 \ `.•.'.\ T.O.F.=7.20 T.O.F=4.30 T.O.F F. T.O.F=4.32 T.O.F=4.48 T.O.F=4.75 T.O.F=4.92 �y � ` TYPE B \ \ .;� � � F.G.= 3.63 F. 3.47 \ F.G.= 3.65 F.G.= 3.81 F.G.= 4.08 F.G.= 4.25 LOT_ 33 LOT 34 LOT 35 LOT_ 36 h'•` .y0 h'� .�'� OrO ` \ F.G.= 6.53 / oh' \ ��� •• • •.• G�' ti6 , TYPE B TYPE B 1 PF I? TYPE B T.O.F=5.37 T.O.F=5.47 T.O.F=5.63 T.O.F-6.04 h• h•I h• h• , 10. 3.96 TYPE B I �_ ��: \ o: � < • �F F.G.= 4.70 F.G.= 4.80 F.G.= 4.96 F.G.= 5.37 LOT_ 41 ` �o• \ / LOT_ 38 LOT_ 39 LOT 40 • ?6' TYPE B TYPE F TYPE B TYPE B LpOF.=6.0 T.O.F=6.49 T.O.F=6.69 T.O.F=6.88 T.O.F=7.25 _ F.G.= 6.58 > h�` O"� ,5 h '� 0 G,(-L5.63 F.G.= 5.82 F.G.��6.02 F. 6 21 TYPE B ti ti `� TYPE B TYf B Y'PE L ° o ° ` \ \ 4.6:1 NOTES Q m 4.52 / '' Dc• /6.47 p '\ I\ a0 `r$ 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN a' ARE THE MINIMUM ELEVATIONS REQUIRED FOR I � I I h• m: : :. .,' v •Q :: o � � � N l L J RAISED CROSSWALK PER /\ •� 1 1m r - •/ '� o ar PROTECTION FROM THE 100-YEAR STORM. DETAIL ON SHEET 224 •a. o ti o h• Q \., / ` `b �• e�• �• e�• �• \ - MINIMUM FINISHED FLOOR ELEVATIONS ABOVE J A �, � R�9 • .e ♦;:o a.'. . ;. h°O � p :�• . .. � \' 6.35 as ,/ LOT 8 THE 100-YEAR WATER SURFACE IN STREETS, m 6.38 In CHANNELS, DITCHES, SWALES, OR OTHER �� • �\ �. T.O.F.=7.32 $ DRAINAGE FACILITIES AS ILLUSTRATED BY A <,r Z '9 s, O u�'o, ..g ...Q P,. F.G.= 6.65 , Q m q? ' •: ti . L \ TYPE / �o:°, MASTER GRADING PLAN ARE TO BE SHOWN. RAISED CROSSWALK o �' s \ J l\ / / / M i \ 2. REFER TO STREET PLAN & PROFILES ON ® PER DETAIL ON �RPon- N< ;. �',o r A A? x xs As SO A s`�S \ \ s j ' " / / / / SHEETS 148 - 180 FOR FLOWLINE PROFILE � SHEET 224 4999 v. \ 6.16 / / LOT 7 \ INFORMATION. T..G. =7.41 ` 3. PAVERS SHALL BE BORGERT BULOVAR OR W � O� � M\ \\ •. � \ F.G.Prr6 4/ / o... �,�h • 0.84 �� R ��s ��o ?os �Oe `�� �s0 dos ��o ko� \ c LOT 44\ �': ` \ / / •` APPROVED EQUAL. REFER TO DETAIL SHEET � ° - -- -- \T.O.F.=7.75 / � M '„ I FOR PAVER INSTALL DETAILS. Z ^ F.G. 7.08 W 1 LOT 30 LOT 29 0°'� '� '. LOT_ 56 LOT 55 LOT 54 LOT 53 LOT 52 LOT_ 51 "' _ �' _ _ � (6 TYPE B \ / \ \ O j -- -- -- - - LOT 50 LOT 49 ui LOT 48 LOT_ 47 LOT 46 LOT 45 1 \ ro.. :. , ' :\ 5:97 / LOT_ 6 LEGEND T.O.F.=4.49 T.O.F.=4.23 LOT 57 T.O.F=5.I I ,T.O.F.=5.33 T.O.F.=5.42 T.O.F.=5.57 T.O.F.=5.68 T.O.F=6.29 T.O.F.=6.47 T.O.F.=6.65 T.O.F.=6.83 T.O.F=7.06 T.O.F.=7.34 T.O.F.=7.75 1 o� �\. \ T.O.F=6.89 \ co F. 3.82 F.G.= 3.56 < �\ -- F.G.= 4.66 F.G.= 4.75 F.G.= 4.90 F. 5.01 F.G.= 6.67 F.G.= 7.08 \ ; F.G.= 6.22 / ` Z L - - _ - - \ 3.39 PROPOSED CONCRETE a TYPE B TYPEB LOT 59 LOT 58 T.O.F.-4.89 F.G.- 4.44 F. 5.62 F.G.- 5.80 F. 5.98 F.G.= 6.16 F G = 6.39 ,Q A YPE B- TYPE B TYPF B TYPE g - -1'PE B T C. \ \ 1 YPE: A F.G.= 4.22 (PE B TYPE B TYPE B' TYPE B TYPE B hh >: •.pb < ,p T.O.F.=4.37 T.O.F.=4.61 ,T'�'Pi� � � q�19 � A A A I �j� � \ v<. \ / 4.06 ° > Q '�s 'so 'ss '� \ / ` PROPOSED PAVERS J 31 F.G.- 3.70 F.G.- 3.94 .O S 5.85 h� u'YPE B TYP79 E B S � \ ` ` 5.57�p � / � Q 'o / 0. 5.74/ / �� TOP OF FOUNDATION T.O.F. CO W W 6- _ _ ( _ - - - \' LOT 5 I o - - - -?� 1.56 1.5s - - o°' �ti ti° - - 60- - .��- h�- - -x �h- - - �yo- - L ��- - 6h- - - ti- - - o- - - ��ti - �.- T -•�. I FINISHED GRADE • , .. �j• a�. �j.. i OS. ec• 1c• ec• �� h� hey > - -. (T.O.F.=6.66 F FOUNDATION) F.G. b o _ T EXTERIOR 0 s v. F.. .a .. 6' d • •sod. '• I F GYPESA 9 r .. ... b A s - • .. s. .flr. a < a lb R _7- .ALLEY C - '< ` '. fi. ' v 36 1 ALLEY D b. m . ro 1 gyp, \ .b 1: 4 �.vr v s P W' v vs .. 0' ... a •..f/ •v . v \ oCA x a� . q n7• 9 Q.. 0. LOT 4 1 s •t� to •'v: I •o , 1.96 1.96 � - - ?�O - �� �j 1�Oh 7t A ♦R - A - - A - - A - - S - - - S - - - S - - ,.I: OF.G.= 6.02 A - - �- ?- - ?6,- -� - - - 6'O- - A- - '8j- - -�. �? - - - �O - - A, - 6'S c9? ��. 1,. �R. 6`.�' r., 1 IN C I a o< . so.00' Row LOT_ 3--� T.O.F.=6.84 �oS00 F.G.= 6.17 46 36.OW FL-� '� is h• ?� .34 LOT 48 67 T.O.F.=4.36 p ►r !r pr 1r pr ►r 00 h I v I F.G.= 3.69 / - I \ h h�Ory h�� h• 6�� / °�h °h LOT 2i III �YPE = LOT 60 LOT 61 ILOT 62 LOT-63 LOT-64 LOT 65 LOT_ 66 LOT_ 67 LOT_ 68 LOT_ 69 I LOT_ 70 LOT_ 71 LOT_ 72 LOT_ 73 LOT_ 74 LOT_ 75 6' LOT 76 - 14 I T.O.F.=6.99 LOT 47, LOT_ 49 T.O.F.=4.92 T.O.F.-5.10 T.O.F.=5.24 T.O.F.-5.40 T.O.F.-5.56 T.O.F.=5.69 T.O.F-5.82 T.0.F=5.80 T.O.F=6.35 T.O.F.=6.54 T.O.F=6.73 T.O.F=6.91 T.O.F-7.09 T.O.F=7.27 T.0.F=7.45 T.O.F.=7.64 T.O.F.-7.64 a'. - F.G.= 6.32 W ' T.0.F=4.36 1/ F.G.- 4.25 F.G.= 4.43 F.G.= 4.57 F.G.= 4.73 F.G.= 4.89 F.G.= 5.02 F.G.= 5.15 F.G.= 5.13 F.G.= 5.68 F.G.= 5.87 F.G.= 6.06/ F.G.= 6.24 F.G.= 6.42 F. 6.60 F.G.= 6.78 F. 6.97 F. 6.97 I. '� TY'=''_ !a. Ir T.O.F.=4.341h - - E' -wn� � �.__ Y O \ g F G. 3.67 F.G = 3.69 �. T : T Y��: T 1'Pt. TYPE B _ G r'6 TYPE B TYPE B TYPE B TYPE B Yi E B YPE B TYPE B TYPE B TYPE B TYPE B ' a ro• •Rtt . 1.98 < '. =1 I LOT 1 ✓ ' �• I \ O F. .GF 6.34 \ 1.54/1.81 h0 �� 00 ,�� ti� k� hec rorO Crti0 �O- ro°� h0 °'� 6 �h S }. L TYPE A- S s �5.95 - ' v , v e < v v S VV e A, • PROP. TEMPORARY IL �o? °h 'w ss0 c d N SO®� TURN AROUND o Sri Sri \O N�N� / GO o ? h' 41 N 5p02 6 p orO RAISED CROSSWALK PER ,,� `h• f i • e°' DETAIL ON SHEET 224 �o o END CURB, GUTTER, -I- ti G Leo AND ASPHALT 00 •yh A 00 tX0 C / N ro �o,�`° �000 MONTAVA AVE �hh co �`• �\o o �c o cN R S\Pc • I / o<. sSs / / TsNWi�N N CONSNG ENGINEERS RSci S1 ',• 748 Whalers Way N011V / r / Oh s f / Suite 200 Fort Collins 9 ti �' s A.x h• 5004 _ Or J`?� / / / Colorado 80525 <^7" ° • �hf° . o / Phone: 970.226.0557 v •'c ._ oo 3 • „v'r r °', i v JOB NO. v' . v .. 5. 6 .. j o 1230.0009.00 I� O s.v .S �j .� ., • S�h ♦S R R R • R � Sp S� S S .• b' ,'� / � 8 O h• I 1.81 R 6' 1 •?6, '7Cj •SR '6'6, ,y, •AX ?� SO '6'� 88 •O� ?S •6,s- .O �� SCALE - �• h• �I . > :'. - x- -LOT 3 / 1" - 30' - r / T.O.F.-7.13� ° = 6.46 BOA // ,� j 30 0 3o so DAB SEPTEMBER 2024 4 LOT 2 9s_ $ \ I' F.G 4.53 T.O.F.=4.55 OJI \ i 7 .� . « '; Tp _ AS I .• / / 3.86 F.G.= 3.88 o LOT 20 LOT 19 LOT 18� LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 I o 8� .�. _ .. _ l el.' I / / scale 1"=30' feet SHEET B TYPE B w •S� T.O.F.=5.01 T.O.F.=5.18 T.O.F.=5.32 T 0 F.=5.48 T.O.F.=5.63 T 0 F.=5.75 T.O.F.=5.88 T.O.F.=5.88 - LOT 2 / F.G.= 4.34 F.G.= 4.51 F.G.= 4.65 F.G.= 4.81 F.G.= 4.96 F G = 5.08 F.G.= 5.21 F.G.= 5.21 \ ' .« I / 11�TVQ12 of 224 SEE SHEET 15 N 000000 Of Ld CK Cp %0' LLI 0 m DRAWN BRB CHECKED DAP DESIGNED I \ � � �p BRB /� / / FILENAME KEY MAP 0009_Grading w \ \ I \ , �o N.T.S. y / • 105 • PROP. TEMPORARY / w �� BIKE RAMP \ / / / / / \ NOTES / I o:... o,_, 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS PROTECTION FROM THE 100 REQUIRED FOR YEAR STORM. / Gw00D DR o '' / / MINIMUM FINISHED FLOOR ELEVATIONS ABOVE LON THE 100-YEAR WATER SURFACE IN STREETS s TIE / / EX. 12.04 ` / \ CHANNELS, DITCHES, SWALES, OR OTHER \ r7 ,� DRAINAGE FACILITIES, AS ILLUSTRATED BY A 2.83 \ \ \ / / / / \ MASTER GRADING PLAN ARE TO BE SHOWN. y 2.75 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 — 180 FOR FLOWLINE PROFILE INFORMATION. CURB AND GUTTER TO BE � 2.75 \ \ \ �s \j/ INSTALLED WITH THE ULTIMATE / ? 3. PAVERS SHALL BE BORGERT BULOVAR OR 2' \ �8� GIDDINGS IMPROVEMENTS \ \ APPROVED EQUAL. REFER TO DETAIL SHEET "nE TO 4 r FOR PAVER INSTALL DETAILS. Z 7-1 �EX. 11.00/s EX � LEGEND CO) Z PROPOSED CONCRETE > Q PROPOSED PAVERS \ l M TOP OF FOUNDATION T.O.F. W l W � FINISHED GRADE CO (AT EXTERIOR OF FOUNDATION) F.G. Q Z > a. 411 W TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 11070 Phone: 970.226.0557 JOB N0. / m � 1230.0009.00 �gN \.� I \\ \\ \ /� �/ // ^ 1 ,��. /S� / // � I \ SCALE ton 1 aoo- \ � y y \ 0 DATE SEPTEMBER 2024 to- scale 1"=30' feet SHEET 13 of 224 SEE SHEET 16 SEE SHEET 11 N o.67 II I ]04 o ' I' ,s1 s� A�93.ssLOT 12 LOT 10 LOT 8 LOT 6LOT 4 LOT 2ge'T.O.F.-5.17 T.O.F.=5.06 T.O.F-4.84 T.O.F=4.63T.O.F=4.53 T.O.F=4.55 6 LOT 20 LOT 19 LOT 18 LOT 17 LO.G. 4.50 F.G.= 4.39 F.G.- 4.17 F.G.- 3.96F.G.- 3.86 F.G.= 3.88 °�x91.26 o $ , - z o I rr� A TYPE I YP� TYPE B •s T.O.F.=5.0T.O.F.=5.32 T.O.F.=5.48 T.O.F o F.G.= 4.34 F.G.= 4.51F.G.= 4.65 F.G.= 4.81 F.G.= TYPE B -YPE B TYPE B T0 wLOT 11 LOT 9 LOT7 LOT 3 LOT 1 6 > TO.F =5.15 T.O.F.=4.92 T.OF =4.71 T. T.O.F.=4.53 T.O.F.=4.55 �. F.G.= 4.48 F.G.= 4.25 F.G.= 4.04 F. . . F.G.= 3.86 F.G.= 3.88 b' / I YPE Al r < .y(PE B Ip O h�O I I � ® .y�- - - �yti- - -.�'S- -Oh- - �ti- - .��- -.�o- - -�'�-�'F�og'- - -�.yh- - -��- - -►��- -�s � ` ,.��- - - �6� ��- - p<L - h�- 4.0:1 4.0:1 pp-y . . a. �� �1.• h w o . '`ALLEY A o I o ',. . tiv:.. ? Q N \ I • o• w ..: h t o . v I `. g . I :v •5• o s d � .'.ALLEY B• :<s. rn h o ` oa• - '�L �� I 5 -_ - cy by - - - - m op I I I I END CONCRETE amo �ese,l DRAWN \ s CHECKED I I 004 r I_ 1� I DAP 60.00 ROW a DESIGNED 'moo I L BRB W � FILENAME 36.00' 1 KEY MAP 0009_Grading o \ PROP. TEMPORARY I � N.T.S. '� / I TURN AROUND 0 5003 / i° / oa � ��S' E • O� � O J5 1 o \ 003 o / Q y ,�F •�• 1Ld S ONAL NOTES 002 �C 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN f I I I C $ ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 2. REFER TO STREET PLAN & PROFILES ON ` 47 00' FL-F1L I I 1 �0� 50p2 y " SHEETS 148 - 180 FOR FLOWLINE PROFILE `� INFORMATION. - - / W 3. PAVERS SHALL BE BORGERT BULOVAR OR I � � 77.00' ROW W APPROVED EQUAL. REFER TO DETAIL SHEET Fr)P PA\/FP I1\ICTAI I nFTAll C w O / I � -i / LEGEND L - -� CO PROPOSED CONCRETE Z �, L - - C >_ Q L R PROPOSED PAVERS Q Q I I ` r ��� a. I / � TOP OF FOUNDATION T.O.F. � W ao `$ So°i %� t° ��� FINISHED GRADE F.G. D co (AT EXTERIOR OF FOUNDATION) � Z 190.27 4.0.1 I 4.01 N �� I CID O\O?'�'I`996,/ - - - - - - - - - --- - - - - - - s'o 0. o - os �h� J�- , �- --- - - - - - - - - - - - - - \ 0.62� 0.62 04 a GOODHEART DR (FUTURE) - _� .27 �8 Cr it � \ M o\ - - \\ \ \ �j oh' O� O°'' 0.20 I \ \ , �� 90.06 - d. I 99.07 - - - - - - - -L 4� -1 Ie 0.05 0.5904 . j • a,s I I Epp -�5000 ' \ 89.95 Go �N/ A \ \ \ ` \ \q\ \<. . . . \�\. CONS TSNG ENGINEERS 748 Whalers Way \ \ e \\ C Suite 200 Fort Collins Colorado 80525 I1 \ .„•.�.o. - \ ` Phone: 970.226.0557 00 ° JOB NO. 1 �, �°f - \ 1230.0009.00 � I 5000 \ v �• \ - SCALE s o y _ ° \ s �O d 30 0 30 60 DATE SEPTEMBER 2024 scale 1"=30' feet SHEET 14 of 224 SEE SHEET 17 SEE SHEET 18 SEE SHEET 12 N , - a� v. 1 ! ro ? S S S S ecv 5 .S. .s .S y0 . > .�• �S. •O •� .�� � A X R R S S S o: s_ �i, � k� / 8 O �• I 1.81 O A S 1 •?6, '7tj •S- 6' �9 ? S '6' 6 O O A e �• A o I e s s/ h• >L A -LOT 3 °c• / � .; _ 4,91. T.O.F.-7.13� 4 LOT 2 9e. \ I \ I. o _ . I F.G,,;,L6.46 /R °R ,' ,�x .53 T.O.F.=4.55 O -I1,31 7 �F' ;` �L° 86 F.G.= 3.88 LOT 20 LOT 19 LOT 181 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 I s z TYPE B •S T.O.F.=5.01 T.O.F.=5.18 T.O.F.=5.32 T.O.F.=5.48 T.O.F.=5.63 T.O.F.=5.75 T.O.F.=5.88 T.O.F.=5.88 - / O - - - - - LOT 2 F.G. 4.34 F.G.- 4.51 F. 4.65 F.G - 4.81 F.G.- 4.96 F G -r5.08 F G - 5.21 F. 5.21 / \ fi' ._ � N TYP E B - TYPE B 1 rorO - d' O� NO h- 1� T.O.F=7.13 hE ?- P - 4Y'r Y�'z_ I h O.� / 4y 6• 6' 6' O• 6� �,`o % � 00 F.G.=c6.,46 / R / / �� � � w LOT_ 3 _ I ., YP,_. , ,{� e // / 5 o T.O.F=4.53 T.O.F.- ��O ec`•L6 ec� lc�rO ec' �06 \ ?>. I LOT 1 W F.G.= 3.86 F.G.= 3.88 y LOT_ 12 LOT_ 11 LOT_ 10 LOT_ 9 LOT_ 8 LOT_ 7 LOT_ 6 LOT_ 5 LOT_ 4 ' ° I -- , o " T.O.F=6.39 T.O.F=6.58 T.O.F=6.75 T.O.F=6.93 T.O.F=7.11 T.O.F=7.28 T.O.F=7.46 T.O.F.=7.63 T.O.F.=7.63 �• T.O.F.=7.00 < TYPE E e: E - - - _ F.G. 6.33` / 6 � F.G.- 5.72 F.G. 5.91 F. 6.08 F.G = 6.26 F.G = 6.44 F.G.= 6.61 F.G.= 6.79 F.G.= 6.96 F.G - 6.96 �. vl�� Any _ O ,�qo '�• ./P.- _: TYPE B !_ �3 3 ' ;_ h TYPE B 3 TYPE B -Q ram_ g Jf / ,fro O O .y. .y. - .y. .S �. �. �. �. �. h h h h• O v; Q JK V v LLEY A Ird , v . - v v a o •' _ ' v .� ' �•._ 'vim .. v r -o a / / v' w. �.ALLE B. /.., -,. • ♦ ♦ 'a' .: .. .. s ! ,' .' ..a - P .♦ :.V:v m, -or S� 5004 - - - • � 5.53 /' / / DRAWN BR 3.08 3.09 CHECKED y DAP r� PROP. TEMPORARY / o / / / / � a� so.00 Row \ TURN AROUND // �� / /� / / // / DESIGNED \ / / BRB FILENAME 36.00 \ ' \ s /' O� / / / // KEY MAP 0009_Grading FL-FL / / N.T.S. Ki / - • Z I / e`�� ''> / //// / / �. TOCD NAL E � 0 NOTES CA 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, PROP. SWALE / CHANNELS, DITCHES, SWALES, OR OTHER / / / DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 2. REFER TO STREET PLAN & PROFILES ON 5pp b - / / / // / SHEETS 148 - 180 FOR FLOWLINE PROFILE 2 INFORMATION. 1� - - � , , � /'• // � / / // 3. PAVERS SHALL BE BORGERT BULOVAR OR APPROVED EQUAL. REFER TO DETAIL SHEET r7OD DA\/CI- IAICTAI I nC7TAII C / LEGEND P II ��• •s? , / PROPOSED CONCRETE , e Z > Q PROPOSED PAVERS m 9, ,� TOP OF FOUNDATION T.O.F. m LU w -•o J / j / / \ FINISHED GRADE F.G. D CO (AT EXTERIOR OF FOUNDATION) > a. 0.62� 0.62 �00 \ / / /Y Cb & / 0.27 I / 0.05 00 �/ - - - TST INC. / / / J CONSULTING ENGINEERS � o:``' .'s'> � \ �..`°.<, �\ � � � / '• / ✓ ��� /� y / / � , \ � 2 748 Whalers Way \ -... Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 e:.. . _ \ / c / / roe No. 1230.0009.00 •.e'• • l. . / / � SCALE » r / J 1 ,�- s / e� e°�•e� �� �� c� � < / / I / \ i /� 30 ib 0 30 6o DAB SEPTEMBER 2024 scale 1"=30' feet SHEET . 15 of 224 SEE SHEET 18 SEE SHEET 13 N I \ / y 10 Lli Ld Li DRAWN BRB �Aj � � / / / / ` \ CHECKED \ %/ / / / / / \ DAP (p�Vt p / / / , \ \ 1 DESIGNED y h�.,�° BRB / FILENAME R ` KEY MAP 0009_Gradin to 0 �\ / /� �' o � � N.T.S. W \ ry^ / / / �j ••.E- CP NA- NOTES 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTIONO STORM.MINIMUM FINISHED FLOOR ELEVAT ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, % DITCHES SWALES OR OTHER // ` / CHANNELS, , // ' , DRAINAGE FACILITIES, AS ILLUSTRATED BY A 00 % // / / MASTER GRADING PLAN ARE TO BE SHOWN. "> / 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 - 180 FOR FLOWLINE PROFILE INFORMATION. 10 3. PAVERS SHALL BE BORGERT BULOVAR OR / APPROVED EQUAL. REFER TO DETAIL SHEET FOR PAVER INSTALL DETAILS. O \ LEGEND CO PROPOSED CONCRETE Z PROPOSED PAVERS TOP OF FOUNDATION T.O.F. W FINISHED GRADE�0 F.G. �(AT EXTERIOR OF FOUNDATION) co Z i am COP Z 00 fit OD W OR / \ I TST, INC. / I / \ CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins / \ Colorado 80525 / I Phone: 970.226.0557 / \ \ / JOB N0. / 1230.0009.00 SCALE 1 it = 30' \ I \ DATE \ \ 30 0 30 60 DATESEPTEMBER 2024 J SHEET scale 1"=30' feet I \ \ 16 of 224 SEE SHEET 14 N 5000 89.95 - -J I ` \ o, \ I � C \ L zit U \ \ 1 ) \ 1 I 5000 Li \ \ I I \ L m DRAWN 1 \ I to I \ BRB \ g°� I to \ I \ \ 0 c N I \ \ I \ CHECKED DAP \ 1 l \ 1 M pNj T I T S I \ I DESIGNED \ l \ Id, rn \ 1 BRB FILENAME KEY MAP 0009_Grading 9 \ N.T.S. 4sss r p0 L/ \ \I P•RE ••c 1 I os�• �V�RR o� I I \ \ I s�° \ \ e0 �o� •�G��<u \ \ m 1 I l \ S/ONAL l I PROP. SWALE I p \ 1 \ I to \ I NOTES \ o I I 1 I 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN o I I I I \ \ I ARE THE MINIMUM ELEVATIONS REQUIRED FOR L — — I R�9� I \ \ PROTECTION FROM THE 100-YEAR STORM. m \ ` MINIMUM FINISHED FLOOR ELEVATIONS ABOVE w \ I I � i 1 \ THE 100-YEAR WATER SURFACE IN STREETS, I \ CHANNELS, DITCHES, SWALES, OR OTHER I DRAINAGE FACILITIES, AS ILLUSTRATED BY A 1 1 \ I I I \ MASTER GRADING PLAN ARE TO BE SHOWN. 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 - 180 FOR FLOWLINE PROFILE 11000 INFORMATION. \ 1 \ I I I \ 1 3. PAVERS SHALL BE BORGERT BULOVAR OR \ \ I I I \ APPROVED EQUAL. REFER TO DETAIL SHEET o FOR PAVER INSTALL DETAILS. z \ toI 00 W LEGEND CO I PROPOSED CONCRETE s \ 0 \ \ w PROPOSED PAVERS \ 19, \ 1 N TOP OF FOUNDATION T.O.F. I I \ W l \ I I ► F - - - - - - - - - - - - - - - - - - - - ` - - - - — � > FINISHED GRADE 0) l \ \ * \ / (AT EXTERIOR OF FOUNDATION) F.G. Q z I I 1 \ I I I m 1 \ \\ OA > a. Q S000 O Co.,) M \\ �� I � � d' \ M d C> � \ \ \ I 189.00 \ 4 01 TST, INC. CONSULTING ENGINEERS w \\ O I Ica 748 Whalers Way 4996 / '� Suite 200 Fort Collins h� gAc� 4995— �O \ / / q� / / Colorado 80525 9999 4994 ��p ` / / Phone: 970.226.0557 / � � g m 4992993 \ \ / // �� �9 O � � roe No. 1230.0009.00 1 �r99 5 to t9 �999� I / SCALE 1 / � � /mom 1 I PROP. SWALE/ / DATE (A '�' 30 0 30 60 SEPTEMBER 2024 scale 1"=30' feet SHEET 17 of 224 SEE SHEET 19 SEE SHEET 14 SEE SHEET 15 N --5000 ` \ \• p \ / / 0 ces / 0 V) w 10 I L r ` \ ems:'. r ,r> ao 98.77 / y EX. 99.10 1 I A R9 r- oo — � 0_v PROP. TEMPORARY / l Q 1 � � � � • / / \ 1 \ o • w- s8.77> BIKE RAMP I 4999 x.. / ��/ / DRAWN CURB AND GUTTER TO fig BE // � �'A � � � BRB ULTIMATE I INSTALLED WITH THE \ > 9� '� • . TIE TO / X g \ � GIDDINGS IMPROVEMENTS CHECKED I1 I w ,,, A ^ spCD r DAP EX. 98.86 Q '1� QO�Q5D_pqp Oc0 DESIGNED BRB / Ab r Qr� \ / \ /� � •/ �/ � \ FILENAME / r KEY MAP 0009_Grading N.T.S. I > L pp0 L/c I � I •�.� /• „,T � y/� �/j� / / � \ � Vps••;aORE ki 1 $ \ ` �o / ✓ / / , / / \ l / NOTES I \ 110,00 � / 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN I I ! / // l ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE L / // / / /�`/�/ / ./ / THE 100—YEAR WATER SURFACE IN STREETS, 01 I CHANNELS, DITCHES, SWALES, OR OTHER ' DRAINAGE FACILITIES, AS ILLUSTRATED BY A PROP. SWALE r/� / /'/ Sp�� �/ / / / MASTER GRADING PLAN ARE TO BE SHOWN. 7� ` / /' O/�`' ✓/ / /�/' / / J / 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 - 180 FOR FLOWLINE PROFILE W \ / / // /�// / ,/ _ _ y INFORMATION. V1 ` ••� / ° ° / �/ , , / 3. PAVERS SHALL BE BORGERT BULOVAR OR W I ( / •�•, ,�� y / �// , I y / APPROVED EQUAL. REFER TO DETAIL SHEET — — — `— — — — — — � \ � •. / y ,,/ � �� / / / / // ,, j � � FOR PAVER INSTALL DETAILS. Z LEGEND CO I \ 1 \/�g9� �g98 gg99 50000 Q/ PROPOSED CONCRETE / / PROPOSED PAVERSa. TOP OF FOUNDATION T.O.F. W -001 FINISHED GRADE F.G. C z (AT EXTERIOR OF FOUNDATION) a. Q I 5000NIX / oe PROP. SWALE / / / / / / // /. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 \ / J / // / � SCALE 1 it = 301 DATE 30 0 30 60 SEPTEMBER 2024 O scale 1"=30' feet SHEET 18 of 224 SEE SHEET 19 SEE SHEET 17 I I I A� •. � I ` I � I I I � I \ �s \• — \ I I � � I � I I R��`� •;� I I 0.00 I I \ o A Dc• \�9 k89.00 996 \ I I O I I Iq I I z ca / Ld kq9 w �� \I I e I I I I ( � I I 1 I I I r IIII I � 4991 I I I I I I ,� A9 I z I I I Q R�� I I I III II m 99.00 DRAWN CHECKED BRB DAP � � I \ I O I I I DESIGNED BRB FILENAME 4.1 1 , I I / KEY MAP 0009_Grading 10 I I I I N.T.S. 98.00 � � _ I I I \ � I I I I �� ..�•. � ����������� ����y���� ti � I ; � I � I I I I I moo:•� Q�o�c��� G S . 4.1• / � ` I I � � I �� � III I I � ,.• 3.9' \ I ROADSIDE SWALE TO CAPTURE AND I �p S�ONAl- I I ROUT EXISTING STREET FLOWS TO I I f I o THE EXISTING DRAINAGE PATTERNS TR QQ I I I I I 11 j NOTES 4 014 SF I I \ I I I 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN II , ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100—YEAR STORM. LL I I I I / MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100—YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER I I I I I I DRAINAGE FACILITIES, AS ILLUSTRATED BY A Io I I I / MASTER GRADING PLAN ARE TO BE SHOWN. LL- 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 — 180 FOR FLOWLINE PROFILE INFORMATION. \ I Io I of I I 3. PAVERS SHALL BE BORGERT BULOVAR OR I z 1 I III ,I / APPROVED EQUAL. REFER TO DETAIL SHEET FOR PAVER INSTALL DETAILS. � ► 11 L y � III � / z CID 499� � � I I I � �i I I I � / „♦ Z 4.2:1 0, I I III I / LEGEND Q �o \ \ �ss.00 �1 � -I— I PROPOSED CONCRETE • ; 0. 3.9:1 4.0:1 �� Z I I PROPOSED PAVERS M � W W 0 \ I I 0 / TOP OF FOUNDATION T.O.F. Z "mo co \ I I I I IL- I I I CO Q — <,�'� 0) ' �` \ \ I o I I I I I I �, FINISHED GRADE F.G. Q 0 011 I �, / (AT EXTERIOR OF FOUNDATION) Vo l� a� 1 I I I m I z d O \ I LL I I I I •95.00 I I I I J � I i III I l 4991 I / 1 4992 / 0 4994994 I I I I \ 4995 I 0 \I \ I 0 0 wv - - — - — — — — — — — — - r 4995 I \ .�•• 94.00 0 E HE � OHE —0 H \ — — — — 0 H 7 1 93.06 _I ` ... ... ... i�I -� _ ._ FO FO 89.00' —r 1 �- _r 'Z— -� T- r�i F 0 i 1— O Off' wv W W W W W — W W W W — W W W W W W W W W ROADSIDE SWALE TO CAPTURE AND _ — — TST, INC. ROUT EXISTING STREET FLOWS TO MOUNTAIN VISTA DR _ �� CON�$L WN ENGINEERS THE EXISTING DRAINAGE PATTERNS — — — Suite 200 Fort halers Coffins Colorado 80525 U\I ` Phone: 970.226.0557 —W W W W JOB N0. — ~ W- .... W�—W — — — / \ / i — 1230.0009.00 � SCALE r, r —r T i i —I T T— T— r—i\ / �T -� 7- 1 L T 1= _ / _ �� \ \ / — - 1 = 30 / — — — ETC — — 3 DATE SEPTEMBER 2024 0 0 3o so \` \ SHEET 1 \ scale 1"=30' feet SEE SHEET 20 19 Of 224 N r—r �r � 49871 F= w o ` o• w hr IS U. DRAWN m 1-1 � \, BRB ♦ \ CHECKED Al8) -4986 - - - - - - - - �- - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Qp DAP / ♦ �\ \ `\ � \ �8� 48 87-4987 O 4986 — DESIGNED '� 4985 BRB W FILENAME Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W KEY MAP 0009_Grading �1" — �--I �r -r— � ✓o� •••••C`, J 1 ( 1' • rr G - - - - - - - - - �SS�SS� GPQ� I �— - - - - - SS�SS SS �SS_ _ _ _ _ _ _ - - - - �SS� _ A _ y F TONAL E� NOTES 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 1 THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER SS DRAINAGE FACILITIES, AS ILLUSTRATED BY A \ / �S 5 MASTER GRADING PLAN ARE TO BE SHOWN. S 2. REFER TO STREET PLAN & PROFILES ON W SHEETS 148 - 180 FOR FLOWLINE PROFILE - - - - - - - - - - - - - - - - - - - - - - - - _ 1 - - - - - - - - - - ��SS�SS�SS—®�� � m INFORMATION. 4986 - - - - - - - - - - - - �SS�SS - - - - - - _ - - - - 4986 �� C � � 4984 � � � � 1- _, - - - - �SS�SS _ - - - - - - � 3. PAVERS SHALL BE BORGERT BULOVAR OR 4984 -�I - - - ASS _ - - APPROVED EQUAL. REFER TO DETAIL SHEET .. �� 4986 _ _ _ - - - - _ - - - - Q �� \ \ � � � y � �u- �SS�SS�SS SS_ - - - - - - - - — _ - - - - - - - - -,4985 � � FOR PAVER INSTALL DETAILS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � S�SS _ — _ - - - — _ _- - - - - 4985 Ss�SS� — - - - - - - - - - — - - _ — _ - - - - - 4984 - - - ��SS _ �� _ _ _ - - - �SS�SS�SS -� �� - - � - - - - - - - _ - - 4985 - - - �SS�Ss�SS - _ - - - - - - - - - - - �� 4985 _ _ _ - - - - - ,1 - - - ss�ss _ — _ - - - - - — — - - - - - ♦r u49851 LEGEND > Q PROPOSED CONCRETE 0 �4,987„ - - - - - — - - `� PROPOSED PAVERS W W TOP OF FOUNDATION T.O.F. D co CIO c Z FINISHED GRADE F.G. Q AT EXTERIOR OF FOUNDATION y O 93 I 'OPP EX. WOODEN BOX CULVERT UNDER — BNSF RAILROAD - - - - - - - - - - - � - - - - - - - - - -�_,-\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - � � v- SSSS—SS—SS—Ss— SS SS�` SS SS SS SS SS SS SS SS SS SS SS- -86 ss ss ss ss ss ss ss ss - - - - — — — — — — - - - -I - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — _ - - _ - - - o - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��- - - - - - - - - - - — — - - — 81.�1 0 4984 '9� O 4983 4984 91 49854985 � 4983 4985 �� TST, INC. 4985—`� 4984 O 4984 — _ _ �T •e1 I I I W ♦- - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� -T'- \ �Ii 11111 CONSULTING ENGINEERS I I I� �'� � �` NUISANCES FLOW PIPE UNDER � \ I� 748 Whalers Way suite 20o Fort Collins THE RAILROAD ACCESS ROAD \ 1 I II III I Colorado 80525 jj r �• \ Kl AND IS NOT SIZED FOR THE - - I I Phone: 970.226.0557 100—YEAR STORM �` \ , I I III / JOB NO. 1230.0009.00 o \ SCALE 1 n , — 50- DATE SEPTEMBER 2024 j `/ 50 0 50 100 SHEET scale 1"=50' feet 20 Of 224 N I Iomm 40_1 Ills Ills r er 1 1 \ \ ` 1 0 / SF \ o a0 v A v 111S 40� \\ \ 4998 4999 5000 �_' 11$ 111$ 401 [l01 \ \ \ \ o \ \ 1 5001 5002 01 5003 11 111S CIO CI \ \ LIMITS OF z \ \ / oo SF _ _ 5004 5005 \ DISTURBANCE o -5003— I 5006 5007 5oos �:SF \ EXTENDS FOR HAUL 5oos 1 ROAD FROM BORROW LU o \\ \ \ l 5007. - soon s°10\, .�� AREA r a 1 5009 C1C \ \ ( 0) p rn CP cP \ \ \ \ rn Q9 0 so 0 0 0 \ \ \ OD L 9� `fl O N ; \ \ \ \ \ \ IN \ \ \ \ o \ \ \ \ \ w 0 02 5 5007 \ \ 5009 5010 \ `so � \ so ON-POT POND SF 5oos 5010 _ 5011 5011 o N - \ \ GRADING AND �- \R9 990 INFRASTRUCTURE PER 1 �\ rn oo m s> SEPARATE PLANSET �,°°o� _ u' o `p \\ 0� DRAWN \\ 0 0 \ BRB �< \ \ ) / I ) / � \ � \ O� \ \ CHECKED r / o o o \ \ DAP \ /t _ _ DESIGNED o o \ \ \ BRB \ o o \ O \ \ I \ \ LO \ \ \ FILENAME , o 5011 KEY MAP 0009—EROSION \\ o o $ \ \ o N.T.S. 0 I , I \ '� `n \ o O \ o d. \ \ \ J INITIAL BMP'5- p0 L/ l .•.. STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO�•;a0 O�P� O� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION PQQ� WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G S� - - LO KITS) \\OO \ o \ SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� FOB �O• t�PUMP STATION PER \ l I o o MOUNTAIN VISTA DR O� •'G� SEPARATE PLANSET \\ �S' I \\ -� � LO •....• \ \ so 1 O THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S�ONAL \ _S 19 r \ \ J CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE \ S - I \ 1 \ MAJORITY OF CONSTRUCTION BEGINS. � r 00 _ \ INTERIM AND FINAL BMP'S: v- ho 1 \\ \ \\ 4999 AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE \ /` '� 1 1 I �\ CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE O \ \\ \ \ I 5011 TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 0 TEMPORARY SEEDING \ \ I \ p0 MULCHING \ \\ S \ o \ \ O 0 SURFACE ROUGHENING �\ \ �\ 0 \ J IS" SILT FENCE yLOI 1-bo7 \ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS ' FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. _ o U') �, \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Q Is,►l \\ \\ 1 STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J \ \ o \1 Q RECEIVE SURFACE ROUGHENING. \ \ S \ o 0. \ \ S o O I ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED J 5009 _ 1. AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY _ O AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH c r U, Z J ` 1 USED. p THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED �� / // � \\ \ ` GRADING OPERATIONS. Q 0 Z REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O a O J BEST MANAGEMENT PRACTICES. W U S°oA - So0S r' ` // �� Sp \\ Soo? s LC) oo� \ \ IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CIO /l y / / - °s \�\ \ °08 \ \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE 0 IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q Z SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > CO —SILT D 5007 � / ) \ CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE CONTRACTOR, THROUGHOUT CONSTRUCTION. O O EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES cr N c, T / - 5009 5010 J GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z r rn o 4999 r c� , - \ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W � �n —, I- rn / / 5oos PREVENT ANIMAL ENTRAPMENT. J 5010 Lo. /�� // o \ LEGEND o / / ��� 5010 LIMIT OF DISTURBANCELW LO c 5006 - \ 1' / / \ ���\ o o FLOW ARROWS Z 5009 1 I STABILIZED STAGING AREA SSA 0 / / o CONCRETE WASHOUT AREA cwA f. / VEHICLE TRACKING CONTROL � R99, � I �_ / O sF / �� 5009 N SILT FENCE —SILT — 0 1 / / Z ti� .4998 y" 600 / S007 // 008 SEE SHEET XX FOR 7 5oos I, 5 STOCKPILE LOCATION oJ-A999 o 0 LO o °0o s 5008TST, INC. o / s°°7 \ CIO \ CONSULTING ENGINEERS N 0 / / \ 748 Whalers Way Suite Fort Collins Colorado 80525 Phone: 970.226.0557 / 01 \� / l Joe No. 1230.0009.00 LO / s°os pop \ CWA SCALE 1„ = 50' -Ills \ o� / ■ LOD � N 5007 \ 50 o DATE SEPTEMBER 2024 1 o y �4g \ \� \ 50 50 100 LO S°\- Og gg� I hp -\ I \\, scale 1"=50' feet SHEET o , , _ 21 of 224 SEE SHEET 22 SEE SHEET 23 SEE SHEET 21 N o s000 o S0o6 1\ \\, ,_„ o0 Ills IIIS 11IS Ills LOD LOD = LOD LOD \ L \ �� 5007 \ o y \ f 00,6 5 -�4ggg I ooh L (n D \ o \ _ y 4 \\, \ O LLO � LLJ Ld Q \\ �0H v v v 0 0 ALLEY F /� \ o l \ONE \ \ o \ J I m � m \ \ \ \ W Q DRAWN BRB A / �Q CHECKED � '� o DAP LO Lj DESIGNED BRB \ � FILENAME KEY MAP 0009_EROSION S y 0 �\ LONGWOOD DR N.T.S. 003 50 ,� � 5p0� 3 s/� 004 INITIAL BMP S: Ppo L/� 5005 STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO�•;a0� \ \ I WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION `z QQV WATER T R FILLING AREAS, AND LOCATION OF SPILL CLEAN UP • O`�G o�S"� 1 \ �0 G I o� \ �G' I o o^� SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q��p�G �0• t� \y \ 1 \ \ �, �o MOUNTAIN VISTA DR �O� •....•••�G� � l THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S�ONAL \ ` \ o \ CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE \ \ ,\ \� J LO o�, \ \� - �� ,� /'l \, MAJORITY OF CONSTRUCTION BEGINS. _ LO } INTERIM AND FINAL BMP'S: r IG' \ _ 500q �' AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE � ALLEY E CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE 1 \ �' -r- \\ ALLEY D TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: -7 � I � � \ MUM CH NGRY SEEDING 1 SURFACE ROUGHENING \ — // \ \< \ \ r r \ o o ADDITIONAL SILT FENCE `n J CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS �\ \ „�` \� \ 0 FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE \� UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. r 1 5005 \ \ z �j z 1 c� \ Q ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Q STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. J 5005 0. \ \ o o a \\ d ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL "' \ t o 04 o � STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED J 0 LO AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE 0 ( o OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY O \ 0 AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH \ r- USED. cr O THESE MUST BE GRADING OPERATIONS.INSTALLED WITHIN 30 DAYS OF COMPLETED z \ m 7 So04 \, \ y LO LO O N REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF I Q / \ \ o BEST MANAGEMENT PRACTICES. W U 1 ~ \ \ \ \L W IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CO CO CO / \ 15003 \ \ '\ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z ,/ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q ( j Soot \ \ \ ALLEY C 1 ALLEY D 50p4 l SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > co \ \ \ - CONSTRUCTION.CONTRACTOR, THROUGHO TN S NEED TO BE UPDATED, BY THE CONSTR CTION. \ \ o 0 o O \ - \ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES cr \ \ LO LO GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W 0 1 BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O �\ 0 � PREVENT ANIMAL ENTRAPMENT. I o '0U' - o LO - \ \ LEGEND LIMIT OF DISTURBANCE LW \ - FLOW ARROWS Z \ \ 5001 STABILIZED STAGING AREA SSA 0 \ 5001 \ CONCRETE WASHOUT AREA cwA MONTAVA AVE \ T \ VEHICLE TRACKING CONTROL �c \ 500� r 5002 5003 004 p9°'$1�8 SILT FENCE SF SILT- -5001 5004 OCIV 10 LO LO LO \ TST, INC. 5005 CONSULTING ENGINEERS 748 Whalers Way \ r % ALLEY A ALLEY B \ Suite Fort Collins 0 \ 5p03� 'x Phone: do 80525 one: 970.226.026.0557 JOB NO. 1230.0009.00 so 04 SCALE 1„ = 50' boo Q\ � - 500 DATE 3 50 0 50 100 SEPTEMBER 2024 01 \ 1 O O \ '� - scale 1"=50' feet SHEET 22 of 224 SEE SHEET 24 SEE SHEET 21 N sF CWA L--v I N\�� 5007\ 5p07 / .. � .. \ MIN GO-1 Col LD w \ o 1 ooLLJ \� so° SSA \ \ 000 D L0obi 60019 \t00 0Q1 S00) Soo so"o I \ Q 5007 so \ a \ 1lIS 111S vTC \ os / \ �• \ .. . .. S004 \ S°J, iI / \ DRAWN BRB o QR CHECKED o DAP O \\ l s0 �s \ DESIGNED °s\ / � I � °''� BRB \ \s0 \ FILENAME \ \ \ KEY MAP 0009_EROSION we 5oos � � � 1 \ / SF \ N.T.S. o INITIAL BMP'S: P00•On l�.. \ \ / o \ �•.. 5005 ) Ln \ / \ \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY O�•;a0 - / \ CTION WATER FILLING WASTE AAREAS,4 AND LOCATION OFS, FUELING AND OSPILLUCL AN UP V:• `z PQQ '��G o \ \ \ KITS) p��G GOBS o \ \ s s0 / `s SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q�� 0 °° o \� \ 00, \so °Q os \ �/ // / MOUNTAIN VISTA DR �O� ,••G�� 0 LJO ..... \ °`�\ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THECONTRACTOR ARE INTENDED TO BE \ 1 \ ✓ / / xf�'j \ \ rl MAJORITY OF CONSTRUCTION EGINS INSTALLED BEFORE THE 5p06 1 \ o \ \ / / \ \ INTERIM AND FINAL BMP S: `s00 11600' \ \ \ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE o o CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE 5p06 '007\ ok \ TEMPOMPORARY SEEDING PREVENTION CONTROLS SUCH AS: MULCHING SURFACE ROUGHENING ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS \ o \ \ J \ I FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE Lp 00 'n ( \ \ \ \ J s0 \ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. N 5006 \ ��'� / \\ \ '� / y n / `�\ \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL 04 \ I ( 1 \ \ / V I STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL W \ �- J T \ \ ✓ J� \ \ \ RECEIVE SURFACE ROUGHENING. J W 5005 \_ /so0� / / I CL ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL /j o �� o \ �// \ STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED j � \ rn © \ / SF \� / �s \ I AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O �aWJ �\ °° I 5p06 O OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY O �q �~ '�� T � � ) \ � \ / ' \ °� � AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. — \ \ /, // \\s00 so06 I 1 \ \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED \ s \ GRADING OPERATIONS. Z 0 0 'n SO o� \ \ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF o "' / � \ so °� I� /// / / BEST MANAGEMENT PRACTICES. W U 006 LO °° s ( I / \ \ \ \ IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND co s \� \ ` \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS CO Q Z °03\ \ \ \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE 50p5 ON OF THE PLAN D DO NOT NECESSARILY I I / // / / \ \ \ ' \ SHOW ALL THE B P TH AT T WILL BE NEEDED 0 F DURING Q — CO 5004 5006 � / / \ CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE / CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O 0 5006 _ o o s ` ` \\ \ I EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES \ ,n ) °° /�/ I \ \ GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W ° o / / \ \ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO L0 10 0 0 \\ \ I I PREVENT ANIMAL ENTRAPMENT. O \ O O O L \ > s°° / / / \ I \ \ LO J� / s° — / / °�� \ \ \ I LEGEND Q LIMIT OF DISTURBANCE L F— I — \ // / 1 FLOW ARROWS Z STABILIZED STAGING AREA SSA CONCRETE WASHOUT AREA (cF) O VEHICLE TRACKING CONTROL �ff S SILT FENCE sF SILT 004 l� �000 45 / 0p6 o LJO 0 � 1 TST INC. 5005 ° i / ' j \ 1 � 1 CONSULTING ENGINEERS 748 Whalers Way Suite Colorado Fort Collins �O°° Phonoe: 970.226 0557 5005 °� '�j / / / ' \ I Joe No. 1230.0009.00 � �/ / 1" = 50' 5po4 � \ ° SCALE 5003 �- " / \ 1 I 50 0 50 100 DATE SEPTEMBER 2024 scale 1"=50' feet SHEET 23 of 224 SEE SHEET 24 SEE SHEET 22 SEE SHEET 23 N o FLO 5 5 \ T 5005 ALLEY A ALLEY B I / 5003�� zo 5005 00 cn 1 o r - _ w s0 t y 50p4 \ ��00/� O � o tC �o�� � \ LLJ p\ \ � - 5003 1 \ I o � 1 _ o I 1 E N I r0 I vz DRAWN - So - BRB O -�� _ � CHECKED I I r DAP �J�oo DESIGNED �p BRB FILENAME KEY MAP 0009_EROSION N.T.S. INITIAL BMP'S: ;iyV O Lft I \ \ k99$ �� �\ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY Or WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION o SF I WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP `�G �S� • KITS) �Q GO 1 y// SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND QF- �p� �O• �, CV MOUNTAIN VISTA DR �G� ••� 00111 /� � // THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE rn MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP S. GOODHEART DR / /�" AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: \ I U^LCH NGRY SEEDING O \ \ SURFACE ROUGHENING 0 ADDITIONAL SILT FENCE / / / I \� _/ \ 1�✓ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL a \ ✓� / _ STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. 0. 1 O I 1 �C �" / l ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL/ I \ I STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE 0 J 1 �✓ ( I OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY — O \ 00, 1 �/ / / / AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. — 1 / THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Z I p 1 �/ / ,/ 1 l / REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF BEST MANAGEMENT PRACTICES. W U IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND co IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE 0 Yf IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q —SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING 1 I \ \ / \ CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE rn I \ 1l CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O I \ °o / \ \ EROS I GREAION CONTROL TER THAN 3:1. PRO XANKETS SHALL BE LANDLOK CS2D ON ALL OR OTHER LOPES cr BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W PREVENT ANIMAL ENTRAPMENT. J LEGEND LIMIT OF DISTURBANCE 0, \ 1 � � � �,� � � / FLOW ARROWS � Z \ o` o ocb\ / / STABILIZED STAGING AREA ssA 0 \ l I / y j/ CONCRETE WASHOUT AREA cwA o) \ VEHICLE TRACKING CONTROL �c SILT FENCE sF SILT y N o� LOD %�-,� 1 h / /� 1 �� / TST, INC. CONSULTING ENGINEERS A-Q9 748 Whalers Way 1 I \ / Suite Fort Collins I / � � Colorado 80525 Phone: 970.226.0557 r 1 \ SF JOB NO. / 1230.0009.00 SCALE 1,. = 50' DATE 50 0 50 100 SEPTEMBER 2024 I < i 4996 / / / / scale 1"=50' feet SHEET 24 of 224 SEE SHEET 25 SEE BELOW SEE SHEET 2441 N 'Qdo N 1lIS \ 4996 \ \ 00 4995 O/ / / / / r r— (10 ppp O o LLJ LLJ 50 pp°� � m \ \_ X\ �� �a ��� �4989 \� �h000 / DRAWN BRB �lV ° �� � CHECKED �0 oo,�' /V / DAP tK DESIGNED \ v1� \ >► p a� / BRB FILENAME KEY MAP 0009 EROSION � -1 ` o,°'� / � INITIAL BMP'S: N.T.S. > o \ V- 0 STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO�•;a0 O�P�O� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION ` I \ ' /, / WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP \ p KITS' • SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� 0� O• y . lv MOUNTAIN VISTA DR O�F •�• THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S/oNAL��G CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. \ I 4988 ,�\ / / , INTERIM AND FINAL BMP S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING MULCHING SURFACE C:)< / /`// / ADDITIONALOSILTENG EINCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. J 0. �\ \X ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED z J AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATEOF 2 TONS PER ACRE AND SHALL BE TACKED FASTENED O can AN APPROVED METHOD SUITABLE FOR THETYPE OFMUL BY CH O USED. THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Q Z W O yF REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF M� O OO O\\\\ \ O� BEST MANAGEMENT PRACTICES. W W V p I �� �O Oy / I IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND co O I I I \� \ \\ - O\ \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE\ < 0 IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY �O \ SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING 00� 1 I I \ \� \`yF \\ v0� CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE y CO� CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O I 1 li I c9 EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES cr GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W 00 \ \ /� � �� � \ �p� PREVENT ANIMAL ENTRAPMENT J � LEGEND - I LIMIT OF DISTURBANCE LW� I chI ���� O R99 \\ FLOW ARROWS Z \ O I l I ` STABILIZED STAGING AREA ssA 0 cn I \ I \ \ I O ?R a ��� \ \ \ CONCRETE WASHOUT AREA cwA VEHICLE TRACKING CONTROL � I I CO (20� ILO I I O QOl Fj. _ _ _ �� F \ ` \\ \ SILT FENCE sF SILT LOD \�n I 1mamwmammum LOD 1 / LOD LOD TST, INC. > j \ \\\` yF CONSULTING ENGINEERS 748 Whalers Way I I I Suite 200 Fort Collins I I �� 111$ Oyu, Colorado 80525 I I � e / \ 1 l� \ Phone: 970.226.0557 I (h I �� '� \ �� V�/ C� O JOB N0. I I a 0 - \ 4996 j �, \ � 0� Oy 1230.0009.00 �O SCALE „ , \ D \ / R 1 = 50 \ \1 4995 \ l \ 50 0 50 100 DACE SEPTEMBER 2024 I - "IQ scale 1 \ \ \ Oy scale 1"=50' feet SHEET \ \ / \ �\ F� 25 of 224 SEE ABOVE N _r \ Cn O w LLI W /� \ R99PIP2 I \ '� \ Ld ` 4988 ,—7— \ q00 I \ \ \ \ W DRAWN \ \ W BRB' \ \\ \ 4s8s_ a0� 40� 401 40� 401 401 40� 0� 401 40� 401 � CHECKED — — — --4985 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DAP 4986 DESIGNED \\\ 4985 4985 BRB 4986 4985 FILENAME �- 00090 KEY MAP _EROSION LOD LOC \LOD Y LOD LOD LOD LOD LOD LOD LOD LOD N.T.S. / \ 4988 / \� L� 14ga6 - \ INITIAL BMP'S• Apo L/ ,� T , -T ,, -, T,_ T� �—� -, y STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VC�'.•'a0 ���P���J WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION Q Q - - - - - - - �SS�SS SS WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP `�G P`�c�'�G \ ,� �' y \ - - - - - - - �\ ASS - - - - - - - - KITS) _ _ _ ASS _ _ _ - - - -� SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� p� 0• \� r� �SS�SS�SS- - - - - MOUNTAIN VISTA DR I THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE /ONAL E CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: • TEMPORARY SEEDING 0 MULCHING • SURFACE ROUGHENING 0 ADDITIONAL SILT FENCE C \ SS CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS CP �984 FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE 1 S UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. - - - - - 401- - - - - - a0-1 - - - - 40-1 401 00 - - - - S Z 4986 - (707 - - - - - - - - - - - -=SS�SS�SS�SS- 3 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL a \ STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J - - - - ASS _ _ _ _ - - - - - J RECEIVE SURFACE ROUGHENING. W 4984 � � � \ oo, — - - - - - - - - - - -� - - - - -�SS�SS�S - - - - - - - - - GOB � � � _ m- _� _ ASS 0. 4986 _ _ _ _ - - - - - - - - - - - - - - - - - - _ - - - - - - - ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL _ - ASS 40 \ \ \ \ �-� �SS�SS SS 401 - - - - - �' W STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED J LOD LOD LOD LOD _ _ \y - - ASS _ - - - - - — QO-I - - - - - - - 4985 _ � O - - (�� SSA - - - - - - - - Q01 - - - - - - - - w AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O p - - \ - \� — — — — _�— — — 401 — — — — — — — 4984 OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY - - - - - - - - - - - - - - - - 401 00 - - - - - - - - - - - - - _ - AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH ass � �� _ _ � � _ d) I CO - - - - - - SS�SS�SS�SS� cc SS - - - - - - - - - — - - - - - 4984 4985 - - - - - - - 4985— - - - - - - - — 7 USED. �SS�SS� — — — �� — — — — COD \ \ \ 4984 4985 — — — — -'�, — — LOD L� �` THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED � _ yLOD \ GRADING OPERATIONS. Q Q Z `OD - _ - - - - - _ - - - - - - - - - - -� - LOD LOD L� �/ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m O J"4987,, LOD L0�' BEST MANAGEMENT PRACTICES. W U OD IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CO IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > y CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE 4s8s�, -� � yl CONTRACTOR, THROUGHOUT CONSTRUCTION. < O EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES F GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O PREVENT ANIMAL ENTRAPMENT. J LEGEND LIMIT OF DISTURBANCE FLOW ARROWS Z STABILIZED STAGING AREA sSA `\ 1\ \ CONCRETE WASHOUT AREA CwA O VEHICLE TRACKING CONTROL �E .�' SILT FENCE SF SILT `°�� \ \ \ 1 Qr - - - - - - - - - - - - - - - ---� 4---I----� + -� ----- -+ - {- - - -\ - - - - - - rt - - - 1- - - -�- - I- _ 1 - - - - - - - - - - - - - - - - - - - - \- - \ / SS sS SS SS SS SS —SS �'$ SS SS SS SS SS SS sS sS sS SS SS- -86 SS SS SS SS SS SS SS SS W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - oo� 49a5 d7x - - W a0� a0� 40� 40� 40�'� — — — —�0� 40� 40l 401 ©fl`l 401 40� 40� 401 g9s2 \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ 4985 4985 11 \ 4983 � 4983 4,985� 4985 4985 L I TST, INC. - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — —� 'T \ \ I 11II CONSULTING ENGINEERS LOD LOD D LOD LOD OD LOD LOD LOD LOD LOD LOD LOD LOD y \ I 748 Whalers Way 1� Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. o\ ,\ - 11 I 1230.0009.00 SCALE n — , DATE X1, 11 1 - i I 50 0 50 100 SEPTEMBER 2024 »— SHEET l i scale 1 feet 26 of 224 � ' ® � ■ `��� III IIII II MEN MEN •• // ■�� ��« •• ••' ••• �i ® - • . , , • •: •- - • ,��� ,��``�` ♦'ice � � •I - - _ _;` • ���I� ' Imo,,=I`>��I``�Q``�oA,```Q````����'' . _WI • ® II I I 1 - �1 • '% •••••• �':'::,. / Qlp -�,h �•Y /r��,. o' � ` III ® I ® I I \ 1 � -u - _�� ,• �\� - • `�'`I U��������' I � �� � � ® — 1 I _� _ ,I� I I► — Bpi, �11 = �� 1 -• 1 • • � ��. • Emm— Ell oil ff Omni FM OEM {��" - • �� � % � i I.�� � d I� — 1� -- • .__� r _ �uum uuul.l�,u • 1- � i �a Its, ��� �i� V � - --n • - ' •- - 1 1 • : 1 •- I �/ O\ ®may/�/ �. � I I , I I 1 - 1 • � A `,/ � ®,�/ - � _=� 1:� - -II I II--._ I III I � - ' - •-: ;- - • • 1 -• • -• j I _� • � I I 1 1 I- 1 • 1 •II �I IN ■ - '�► -I - ii' III 1 1 1 '�: ••'�� I — -- -. �!11�7���. �. 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DSO , 5p06 rn 1 \ \S `°� \ \ \ / /' \ \ INTERIM AND FINAL BMP S: SCL , � �•�.:. :-' ° � \ \ ' , / � \ ;_ . .' .. ss".. :. — ~. . . %. Aso°° \\ v \ \ / `so \ CONTRACTORSHALL ALSO MARK ON THIS PLAN THE ' THE .4. _ - AFTER THE INITIAL FILLING AND GRADING OF THE SITE LL 9 � o 0 I S 6 / TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 0 0 S F 5 \i r \ \ I TEMPORARY SEEDING 9 MULCHING SURFACE ROUGHENING SCL ADDITIONAL SILT FENCE o \ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS o \ \ \ p+Y \ \ / / /Y / \ FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE �\ s° \ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z _ o \ \ SCL •.J.= •� � \ � � I \ \ f C / \\ < '�i �I'/ l - /\/� l / °`� l \ Q N \ I \ ST BIDLIZATION WITH NA 21NEEKSAOF BE NGED STUR EDASHALL J RECEIVE SURFACE ROUGHENING. 0. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL `' -'' Lo :. 1 °SCL \ c°�, © �\ z // �// /// , STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED ( - AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O O WW OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY o V� �- 5p06 1 •� '\ � � � � -�� �� T �� �� � � \ / �� / °� � AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH \ / 1 \ USED. F_ SCL I� n �l �( s°0 0o I 1 \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED > Z o \ i \ / / s e\ \ GRADING OPERATIONS. Q 0 O o - c>, \ \ ` '''. 1 / SCL ��c9� \ \ ' / / L // \`Sp \ \ o > \ \ �s°° �,� / / o� \ \ \ \ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m U �' < \ \ SCL \ \ \ \ / s°o // / / / \ \ \ 1 \ BEST MANAGEMENT PRACTICES. W LO \ ,;.; :'•, , 'S006 �� s0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CO Z SCL �^ . :-� °� So \� \ ` \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q O 03\ \\ \ _ \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE :;• . .... ._. .. ;•.:..... .. . ..-;.,...:. ,... .:•::. . .. :. . ; • ' ,- • ..�:�':. ': .'::;:'.<' '. .,.,.'- - ..::'�J: I IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING CO 5006 5 0 CONSTRUCTION. THESE PLANS NEED TO BE UPDATED BY THE — — I 'a O CONTRACTOR, THROUGHOUT CONSTRUCTION. Q - r i 5006 SCL _ $ o / \/ O�O� l / \ \ \\ \ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 0°0 SCL ` / SF I \ \ \ I GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W 0 11. 00 �j /�-/ \ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO o t. -� \/ PREVENT ANIMAL ENTRAPMENT. O \ o ,n. L0 \ I o 8 Aso \\ \ I LEGEND — / o \ \ / �� LIMIT OF DISTURBANCE �� Y Uj SCL \ SCL \ // / I \ \ \ \ I FLOW ARROWS � STABILIZED STAGING AREA ssA 05 006 ✓ U �// / /� /// / 1 \\ \ CONCRETE WASHOUT AREA cwA VEHICLE TRACKING CONTROL vrc MONTAVA AVE` SF�° �// \ / I \ SILT FENCE SILT \ \ ho°A) SEDIMENT CONTROL LOG scL CURB INLET PROTECTION • 5°p6 � /� � � \ 1 1 l � " � ` \ \ \ DROP INLET PROTECTION DIP-2 SCL �\ I SCL w ^' `�°O /�// / �/ °°7- I " I h°° RIPRAP RP o �� \ o I:T I SCLSF = Oo SCL — — — — — — SCL — / // // I I I CONS DING ENGINEERS 5005 748 Whalers Way Suite 200 Fort Collins T. h / I Colorado 80525 4 1 1 O / one: 97 0.226.0557 J O O I h / I � 5005 p0 � / / / ' \ � I JOB N0. 1230.0009.00 5004 \ SCL / /' \ \ \ \ \ SCALE 1" = 50' y / \ / SF \ 1 I I 50 0 50 goo DATE 5003 SEPTEMBER 2024 \ � / SHEET scale 1»=50 feet 29 of 224 SEE SHEET 30 SEE SHEET 28 SEE SHEET 29 to j 77F i S F 5005 r _ I I a s f 4, D IP 2 _ i q. A 'ALLEY B• �d• DIP 2 4 n• �_r.0 Lam' n./ _ - i n_ MM' • i • •+N J - o I _ 5005 00� cn a- allA 777; L Soo4. �o / z Of 1 50p4 O° / O U) �- �° S NLLI Ld o \ � L 4 J - 5003or / c - Li SCL w m r� DRAM BRB �jD p CHECKED SCL / DAP DESIGNED \ BRB L I — \ I l Gj / FILENAME \ KEY MAP 0009_EROSION to N.T.S. INITIAL BMP'S:doll p L _ 9 .•••••••• JP STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY Y / // WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION SF WATER FILLING AREAS AND LOCATION OF SPILL CLEAN UP • G CIP 1 S 14- 1 > o� Go + CIP-1 E \ / �o� // SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND r -� I _ / / // MOUNTAIN VISTA DR �o� •:G�' .....• -� - - - - ° \, \- - - - - - - - - - - -- -� -�- - _ _ _ _ \ \ °�°' �^ a �� / / THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE TONAL E � I w � �/ MAJORITY OF CONSTRUCTION BEGINS.CONTRACTOR ARE INTENDED TO BE ,STALLED BEFORE THE RP CIP-1 -- - , \ \ \ \ 0O0 / / / // / / // / \ �-' h."°` INTERIM AND FINAL BMP'S: GOODHEART DR _ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE RP , \ J ��,°� y J � CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING / h \ \ I MULCHING \ r 0 7 � � CIP-1 � \ � �,� � � � � / \ � SURFACE ROUGHENING �,°� / / \� ADDITIONAL SILT FENCE I - � - - - - - - - -oo,� - - - - - - - - -- - - - - _- - ` � - \ _ a SCL ) h _ , �` a \ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS E / -\ , FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL J 1 \ \ \ \ ✓� / //\ / STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. 0. p I I �C \ . +'.:` / n 1 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z J \ SF I 00, \ ' .,..`..; " :a : / \ / STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED \ 1 ULCH SHOULD BE SPREAD EVENLY AT A RATE °o \ / \ �/ / // ' \ / / OF 2 TONS PER AND MULCHED. MACRE AND SHALL BE TACKED OR FASTENED BY O 0 AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH 06 \ SF / THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED > Z GRADING OPERATIONS. Q Q O p \ j Y / / / / / 1 l REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF M v \ \ I F \ CIP-1 I / l I \ / BEST MANAGEMENT PRACTICES. W W IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND Z I \ / - ': - / \ / IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q 0 0) r / / I / I PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O \ ( � \ IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q Z 1SHOW ALL OF \ I / �/ \ CONSTRUCTION. THESE PLANS NEED TONBE UPDATED, BY THE \ ( / CONTRACTOR, THROUGHOUT CONSTRUCTION. Q 0 r EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W I 1 \ ) / �j� / // / ' BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O / PREVENT ANIMAL ENTRAPMENT. LEGEND LIMIT OF DISTURBANCEUj \ r I FLOW ARROWS CD STABILIZED STAGING AREA o, 1 1 SCL �/ I a �' /� / / / CONCRETE WASHOUT AREA cwA O \ ) \ / // // y / VEHICLE TRACKING CONTROL °' ✓ vrc SILT FENCE sF SILT r I ' �/\ SEDIMENT CONTROL LOG scL CURB INLET PROTECTION NLO \ ' �/ / \ N / DIP-2 o I I 1 / / I ,� //� / DROP INLET PROTECTION 0 mm I \ 1 °�-'� SCL /% / / / ( N j / \ a /� / ,�' RIPRAP RP LoD LC TST, INC. 1 1 1 o,�O CONSULTING ENGINEERS A99 I \ \ Dc°' �/ `y / 748 Whalers Way I I \ / / ✓ / / Suite Colorr do 805251ins SCL / Phone: 970.226.0557 I \ 1 SCL / / SF y / /" / -' / / JOB No. 1230.0009.00 \ v \ I \ / SCALE j r-4 DATE V 50 0 50 Too DATESEPTEMBER 2024 1 SF \ / I / / SF / 4996 � / / / ,C� � scale 1"=50' SHEET feet 30 of 224 SEE SHEET 31 ' SEE BELOW SEE SHEET 30 N II II IQ Ills I l N SF \ I l 41 1 I00 O� 4995 o U) LLJ , / \ \\ \ 1 call ° LLJ o \ \ 4989 / DRAWN BRB ��� CHECKED —Ijp \ \ °°' DAP DESIGNED BRB \ � l \ �~j I/ / / / FILENAME \ ° KEY MAP 0009 EROSION \ \ �f N.T.S. INITIAL BMP'S: 0, 0 L/c STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO�•_a0 O�P�O� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION /�c'o, WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP KITS) • SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND pV1- O• MOUNTAIN VISTA DR �O� •....••' G� THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S/ONAI CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE 4988\ I MAJORITY OF CONSTRUCTION BEGINS. \\ IV �. // �/\ / / // INTERIM AND FINAL BMP'S: SF AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING _ \ SCL / O / / / / MULCHING SURFACE ADDITIONALO SILT EFENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J RECEIVE SURFACE ROUGHENING. CA Al ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED Z J /O / ��gg AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE / OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY O O I SF �' / /� / // T AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED > Z GRADING OPERATIONS. Q 0 O cn / O° REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF U Col BEST MANAGEMENT PRACTICES. W O I \ '�� \ �O Oy ' / IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND co Z A A/ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS v7 l 1 \ /O� \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O IMPLEMENTA110N OF THE PAN AND DO NOT NECESSARILY SHOW ALL OF E BMPS THAT WILLl 1 I / \ �� ��0 DURING > CONSTRUCTION. THESE PLANS NEED BED TO NBE DU DATED, BY THE CIO \/ CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX ANDLOK CS2, OR OTHER Z W BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O I 1 C O° \ \ �/ �� \\\ \\ , PREVENT ANIMAL ENTRAPMENT. 1 � X� \\ LEGEND / \ \ LIMIT OF DISTURBANCE LOD W I (-n I ` \ FLOW ARROWS F— �O s STABILIZED STAGING AREA O °�'�J°`b° r �\ \ \ CONCRETE WASHOUT AREA cwA o \ \ / O ,� / VEHICLE TRACKING CONTROL O vrc I ° \ \\ °c SILT FENCE sF SILT CD \ \. II II 101 SEDIMENT CONTROL LOG scL 40� 4 T \ \ \ \\ O CURB INLET PROTECTION CIP9 -I LOD - I�cn 1 LOD r \ DROP INLET PROTECTION DIP-2 I 1 IL OD LOD o \ \ \ \ \ \ \ \ \�\ RIPRAP RP I l SCL \ \ � ��`961 \ �7Q V A A VA I I \ C. ( \ �,. \\\\ CONSULTING ENGINEERS i / / \� \ \� 748 Whalers Way Suite 200 Fort Collins Colorado 80525 I l ��� Phone: 970.226.0557 JOB N0. V 1230.0009.00 4996 11 ^ SCALE/ e V 1" = 50' I O� \1 4995 \ � l \ \ <c �� 50 0 50 100 DATE SEPTEMBER 2024 l I y 'IQ`0 \ \ scale 1"=50' SHEET p 1 \ � \ � feet 31 of 224 SEE ABOVE N f T I 0 (n LLJ I �o .�o> W O / R989 A986 \ �\ �, � SCL \\ ' ' �\ � � � o ,4988 I7— \ \,O o, 00 W 1 4 ' DRAWN _ 0 BRB 40� a0� 40� 40� a0� 401 40� 0� 40� a01 40� Wj CHECKED - --4985 — — — — — — — - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — -- - - — -" DAP � SCL 4986 9 DESIGNED \\\ SCL 4985485 4985 B R B 4986 _ SCL — 4986 4985 FILENAME - - --4986 - - - - �- - - - - - - - - - KEY MAP 0009_EROSION 06 - - - - - - - - - - - - - - - - - - - - ��� 1198, \� �� LOD LOD \LOD �0 LOD LOD LOD LOD LOD LOD LOD LOD N.T.S. \ I 4988 14ga6 - INITIAL BMP'S• p0 L/ T-= --,�. -'� I �� _T ��•• f�� • `, V �, I ,�T� T , -r I ,-T -�_ ,► TI -T�--i1-� �-r� - - - - _ - - STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VOA �1•Q Ov0 J � �/-�► � � ,� �► '� ��< WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION \ \ �� -� -� '� ,► �I t,� -� - - - - - �SS�SS SS - - WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP ASS - - - - - - - - - - KITS) ��� �SS�SS SS SS y 1 MOUNTAIN0 SILT EVISTAADRAl10N ADJACENT TO TIMBERLINE RD AND QO Fps ��• - - SS - - - •....••'�G� THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S/ONAL CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: • TEMPORARY SEEDING MULCHING SURFACE ROUGHENING SS ADDITIONAL SILT FENCE I \ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS Cp FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE 40� 40� 40� 00 QO, 0' 4� \ SS/= UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z �, — — — — — — — — — — — — — — — — — — — — — — — — — — — _ - � � - - —�� 4986 �- � � _ - - - - - - �SS�SS SS _, � � � O�� � � � 3 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL 0, _ _ _ - - - - - - - - �SS�SS - - - - STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J ASS - - - - - - - - ' W RECEIVE SURFACE ROUGHENING. SCL 4984 SCL ` � �O, �I - - - - - - - - - - -� ASS ASS - - 40-1 m-�I �- I _ _ _ ASS - 4986 "- _ - - ASS - - - - - - - - - - - - - - 401 _ - - - - - - ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL — — — — — �Ss�SS 40� Z J _ - - - - - - - - W STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED - - - - - - - - - - - - - - - - - - - - _ - - - - , � \ � - - - - - - �SS�SS — _ - - - - 401 _ _ - - - 4985 WW p LOD LOD LOD LOD _\ - - ����j SS�SS" - - - - _ 40� a0"1— - - - - - - - - - - - - - N AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE _ _ _ _ 4984 OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY O O �SS�SS� �cSS \ \ - 001 a0, - SCL - - - - _ , OQ AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH c �SS�SS— SS - - - - - - - - - - - - - �� � - - - - - - - - - - 4985, _ - - - - - — _ USED. —'� 4985 � D 4984 �SS - �O \ ` SCL _ , — L THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Z SS�SS—SDI S — — — — — — T� — — — — 4984 4985 — — — — — — — — — — — LOD LOD GRADING OPERATIONS. 0 ,- 0 0 0 1 ' D e LOD LOD ,J REFER TO THE MANAGEMENT PRACTICES.P REPORT FOR A DETAILED DESCRIPTION OF I U 4s8j, �I y I �— '--- LOD LOD � W IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND D co Z IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q y SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > a. co � CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE 4s8s�, �' yl CONTRACTOR, THROUGHOUT CONSTRUCTION. EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O PREVENT ANIMAL ENTRAPMENT. LEGEND Cc LIMIT OF DISTURBANCE LOD W FLOW ARROWS Z STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA cwA O \ c VEHICLE TRACKING CONTROL vrc �'` \ `, 1 1 SILT FENCE SF SILT SEDIMENT CONTROL LOG SCL CURB INLET PROTECTION CIP9 -�� - 1 — I � + - t - I- -I - - - - - - - - - - - - - - - - - - - - - --� - - - \ - - - - - - - - - - - - - - - - / DROP INLET PROTECTION -2 SS SS—SS—SS—SS—SS SS $ SS SS SS SS SS SS SS SS SS SS SSA —SS—SS—SS—SS—SS—SS—SS—SSW ❑p -�- - - - - - -\ - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - Q,� =�5 RIPRAP R W z I' ' 49 x GO-1 a0� 40� a01 �0-1 40� 40� 401 &I001 - - - - - - - - - - - - - - - - - - - - - - - - — — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4985 4985 IiW SCL SCL 5 4983 SCL 4983 49g 1 1 1 V7 4985 — — — — — — — — — — — — — — — — — — — — — - 11 I T INC. - - - - -- - - - - - - - - - - - - — — — — — — — — — — — — — I CONSULTING ENGINE ERS— — — — - — — -- - -- - - — — — — — — — — — — — — — — - --— — - - - - - - �—IT LOD LOD LOD LOD LOD 'LOD LOD LOD LOD LOD LOD LOD LOD LOD y 1� I I 748 Whalers Way 1 I I Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 Joe No. 1230.0009.00 I 1I „ , SCALE 1 = 50 DATE 50 0 50 100 SEPTEMBER 2024 »_ scale 1 -50 feet SHEET 32 of 224 01, We . ��� d�• _�I®� i�l�,' �- oo Apo p�0 _ ■:� mnoil No j oil Pat s • � ,�' • �: I � III � � •• � .-• :': • y ■YID � _ Poll • •I',j/r `ir � �� .f' �-S � �. �i PG�� 1 1 � - �-r-.�;i ` i r�..v-� - • - ; • ,� .� ��\ 111m, :..'��iri• •� li�l. 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SEE SHEET 33 % Aw 1166 MIDDLE FARM71 5007 5� \ r \ \ 1 \ / / \ \ / z 0 a01 / I / oz Of \ \ \ \ \ \ / ( / / N o Ld GO 000 Gil SO W � oLd . : o 6,. • / DRAWN BRB °°R CHECKED DAP o , 1 OOh l \ 'S°° DESIGNED 8� // / � I / / S°'7� BRB ... ..: \ FILENAME\ / \ / / � / \ /' S°� 1 1 / / / \ KEY MAP 0009_EROSION 5006 N.T.S. LONGWOOD DR �� \ \ ) > /� /I , \ \ \ INITIAL BMP S. pp0 L/c \ / o / / / �pp�•'•RE•• �. 5005 , ,\ \ i�� \ ) \ \ Ln \ / / / � �� / , \ \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO"•;�0 �JP O�J :. ... :...:.. _ \ / \ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION \o: `:Rs : ') \ \ \ / WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP F � � 1s \. �� \ \ \ _ \ I \ \ / ` / s KITS) ��1Q� GO p• w 0 ^ ^ ` \ :�r \'� \ \ \ s o / // / g SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND moo o ` \ \ s o� °s \ // �/ / / / o MOUNTAIN VISTA DR 0� ......••• ' \ ` `\ �' ` \ o°� °o`� \ \ \ \/ /'\ \ \ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE TONAL E� \ J\ \ `\ `\ ✓ \ CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. \s`o� \ / / '� \ \ INTERIM AND FINAL BMP'S: T.� AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE •" i. M. . C ` o o CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE p06 s°o� ' / // ' / ° TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 5 i \ \ \ / X \ \ I r � Y O TEMPORAR SEEDING MULCHING SURFACE ROUGHENING x. ADDITIONAL SILT FENCE // \ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE 1 0 `O \ 1 \ Y�,. :\ \ ( \ \ \ \ \\ / , s° \ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. 01 J:.s 1 54�6 \ �, \ \ J,. . \ \ \ / \ '� / / O" n / ' °� 1 \ \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL M J\ M� I \ \ 1 \ /� / V / I STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL I- RECEIVE SURFACE ROUGHENING. W \ \ \ ' ` \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL W o°� J \ 1 \ \ ' o STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED W Mu �\ `oti ( © , / //' \ 1 AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O W y ` ,� s OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY z It \ -�� `��� T ��� \ /' °01 AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH O • �� II � I �1 \ / ) \ _ USED. _ it \ \ w \ \ /� / , s°o soo I 1 \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED o `\ r .` ' \� ' ' \ Ao \\ ' \ / / \ j /� S s\ ✓� GRADING OPERATIONS. Q 0 Z � \ 0 > '� \ \ ''.' '=.:. 1. \ �s°° 1 � / , o� \ \ \ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m O o ,� ` \ \ \ \ \ s° / / , \ BEST MANAGEMENT PRACTICES. W .•:' CO * IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND ooa \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLAN / \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q d. 05 �O / \ \ ' \ SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > 0. 5 °•.' � / / \ � CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. Q r I 50o5 o \ s �, ` / O�O� \ \ \\ \ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES O �,O \ s; � 1 — �, moo ,� / / / / I \ \ I GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z m 0 1 ° �� / / / / \ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W ,0 \ 'co ) l I o I -� PREVENT ANIMAL ENTRAPMENT. 0 0 0 / o \ oems° \ \\ I J �- / // / �\ \ \ \ LEGEND Q LIMIT OF DISTURBANCE LOD� Z I \ 1 FLOW ARROWS SEEDING AND MULCHING Mu RIPRAP RP MONTAVA AVE``'° 60 °° O \ S 1 l \ \ cool 1 — — — — CONS DING ENGINEERS , 560A L-4 / 1 748 Whalers Wa o I I h Suite 200 Fort Collins/ i 1 I Colorado 80525 4 1 O / / 7 I O O J Phone: 9 0.226.0557 n h 5005 �000 / n/ / / � / / / ' \ � I JOB N0. \ \ / 1230.0009.00 SCALE 1» - 50' \ 5003 ' / / \ 1 I I 50 0 50 100 DATE SEPTEMBER 2024� I I a- SHEET scale 1 feet 35 of 224 SEE SHEET 36 SEE SHEET 34 SEE SHEET 35 IFT 1 5p°� ypp"5777 - - - — — — — — — - - - - - - — Li"5005� — — — —7— LL — t I - r t r" MU s f 4, r ` r • Z: •'4.• . .. . _ .,ALLEY A .. . ALLEY B . . .. . ,.. , 0 O 1 L soo4 Ld 500 O C) w t r - Y \ O r F / w _ J �I �- I - r IN � z Q C H �\ yppl , DRAWN / 0 1 � .- j �: ,�- '\ BRB CHECKED I F / DAP rn DESIGNED BRB L I - I ` / Gj / FILENAME LO KEY MAP 0009_EROSION / / \ INITIAL BMP'S: / p�P•RE••c �. STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VCR'•�0 �G�P,�G�J I 1 WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION PQQ �G WATER FILLING AREAS AND LOCATION OF SPILL CLEAN UP ono / / KITS) �Q��G GOBS a ^ \ — // � • SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND �0 � r _ '. / MOUNTAIN VISTA DR �0� •'•G� r0 `� \- - - - - - - L 1 - - - - - - - - -- - -�- - - _ _ _ \ �°�°'� �^ a°' �� ' / �., \ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE /oNAL E� MAJORITY OF CONSTRUCTION BEGINS.CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE R P ' INTERIM AND FINAL BMP S: w� ��� RP GOODHEART DR _ \ 1 oa / / / / AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE J CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE ' \ - �°�' _/ y J`I /� TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 73 13 3 J — — o�r ice/ \ TEMPORARY SEEDING 0 MULCHING O -\ I ��' / - / ' \ I \ • SURFACE ROUGHENING �\ ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE - J UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. \ I- , , �♦ rK � � /i / 1 Z : /y 6 k — _ — ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL \ \ \ \ oo ✓ // O /,\ / STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. p 1 \` 't':', a. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z \ STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY O c0,O y �/ �/ ' / I < / / AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH i ' � / cc \ z / THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED > F_ \ l ( O,Q / / / -/ 1 I GRADING OPERATIONS. Z O REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m O BEST MANAGEMENT PRACTICES. �w IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND �/� IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE I I I '/ / / \ I / ' IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q Z O SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > a — \ \ rn I I 1 ! / f / CONTRACTOR,CONSTRUCTIO THROUGHOUT THESE THROUGHOUTNS NEED TO BE CONSTRUCTION. UPDATED, BY THE CO I goo /\ / / / // \ I / EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z \ I I ) / / / BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W / PREVENT ANIMAL ENTRAPMENT. \ / / / LEGEND Q \ I I \ / �, \ / , LIMIT OF DISTURBANCE wv z\ I I \ \ \ / / �, / / \ / / / FLOW ARROWSLL \ \ \ ^ SEEDING AND MULCHING Mu I I I RIPRAP RP rn \ \ 1 \ �oo� / / / j /`, � TST, INC. 1 1 1 \ o,� / � / /� ,1 / CONSULTING ENGINEERS A,99 / 748 Whalers Way � 1 ( I I / \ / � ✓ / � � Suite 200 Fort Collins 0525 Colorado 26.0 Phone: 970.226.0557 — \ JOB No. 1230.0009.00 SCALE 50 0 50 10o DATE SEPTEMBER 2024 SHEET 4996 scale 1 =50 feet 36 of 224 SEE SHEET 37 SEE BELOW SEE SHEET 36 N IQ I �I 0 c II I 4996 00 41 LLJ \ I II 990 ° LLJ / \ \� � / / / LLJ / / m �4989 �� / / �° // DRAWN BRB > l /� // / CHECKED QQ o°° \ \ °�' / , /� / DAP �� / / / DESIGNED ° rn BRB cn ° rn / FILENAME \ 0009 EROSION ° a "� � �� _ !, � / / // KEY MAP N.T.S. INITIAL BMP'S: DO L/c STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO�•_a0 O�P�O� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION /0/co, WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G PQ S��• KITS)\ SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� p� O MOUNTAIN VISTA DR O�F •�G�� / // THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S/0 ••••�� /j � NAL CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. A \\k 4988 INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL MARKTHE TEMPORARY EROSION ALSO PREVENTIONOCONTROLS THISASU H AS: TEMPORARY SEEDING MULCHING SURFACE ROUGHENING \` ADDITIONAL SILT FENCE \GtiT CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL z -,— T STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL Q RECEIVE SURFACE ROUGHENING. I CA J ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL z a. STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED / ��gg AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE/D// O J OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY I I \ \\ \ \ \ �/ /� / AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH 0 THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED F— GRADING OPERATIONS. Q 0 Z �\ O F.� (\/ QO REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O Col BEST MANAGEMENT PRACTICES. W O I \ �� \ �O Oy ' / IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CO IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS \ /O� \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE IMPLEMENTA110N OF THE PLAN AND DO NOT NECESSARILY O SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > I QO 1 I I �/ \ �� ��0 CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE \/ v CONTRACTOR, THROUGHOUT CONSTRUCTION. Q EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES O GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W I I C 00 PREVENT ANIMAL ENTRAPMENT. co \ \ \\\ LEGEND Q LIMIT OF DISTURBANCE LWcn � Z ch I I O \ \ ,/ �� R P FLOW ARROWS U. � � �� `�9s I Q I l I S,iS, / °, i �� \ / SEEDING AND MULCHING Mu---► RIPRAP <� \ 40, Cl I � �, \ \ \ \\ I LOD I 1 LOD LOD I I \ \ \\ \ \ R999 I ��19 1 \ 1 \ \ \ \\ I I C. O \\\\ CONSULTING ENGINEERS \\ \ I I OA i / / \� \ \� Whalers Way Suite 200 Fort Collins Colorado 80525 II I �IQ / vryF Phone: 970.226.0557 JOB N0. 1230.0009.00 I I - 4996 / I Co V SCALE 1" = 50' I 00 � O� mu\ 4995 I I N � � • // / � \ �� 50 0 50 10o DATE SHEET SEPTEMBER 2024 I R`9 \ \ p scale 1"=50'1 \ � \ � feet 9 37 of 224 SEE ABOVE N \ Cn O w / LLI 19 �\ M 96 W /� \ R9,g2 I � \ '� � , Ld 0 ` ,4988 ,—7- \ q I DRAWN / \ \ 07 \ W BRB 4s8s_ a0� a0� a0� a01 a01 a01 101 0� a01 a01 a01 � CHECKED — — — --4985 MU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DAP �\ \ 4986 DESIGNED 4985 MU 4985 MU B R B 6498 FILENAME - - - - KEY MAP 0009_EROSION � - - - - � 4986 _ _ _ _ _ _ _ _ _ _ _ _ LOD LOGr \COD Y LOD LOD LOD LOD LOD LOD LOD LOD N.T.S. / \ 4988 / \ L� 14ga6 - \ INITIAL BMP'S• Apo L/ F ,� T , -T ,, -, T,_ T� �- 4 -, y - - - - - - - - STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VC�'.•'a0 �V�P���J WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION Q Q - - - - - �SS�SS SS WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP `�G �\ ASS - - - - - - - - KITS) �Q e, ASS _ -I SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� p� 0•\ _ _ _ _ \� --SS�SS�SS- - - - - MOUNTAIN VISTA DR I THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE /0 Al- CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: • TEMPORARY SEEDING 0 MULCHING • SURFACE ROUGHENING 0 ADDITIONAL SILT FENCE C \ SS CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS CP FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE 41 a01 401 401 a01 SS UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. - - - - - - - - - - - - - - - - - - - - - - - - - `s _®/ i 4986 - 007 - - - - - - - - - - - - - -=SS�SS�SS�SS- 3 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL \ STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL _ _ _ _ RECEIVE SURFACE ROUGHENING. W MU 4984 � � � \ oo, -� - - - - - - - - - - -� - - - - -�SS�SS�S - - - - - - - - - 401 � _ m�-� �-- �_� � _ _ ASS 4986 - -_ _ _ - - - - - - - - - - _ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL _ - ASS _ 40 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ �SS�SS SS SS wwwwwwwom— 401 - - - - a0-1- - - - - - 4985 � �� W STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED LOD LOD LOD LOD - - - j��� SSA - - - - - - - - a0� - - - - - - - - MU AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O J O _ — _ — — — GO-1 — — — — — 4984 OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY - - - - - - - - - - - - - - � �-SS - - - a01 401 - - - - - - - - - - - - - - - _ , ' - AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH O - - - - - - - - - - - - - �SS�SS�SS�SS�SS - - - - - C� � � \ \ � - - - - - - - 4984 4985 - - - - - 4985- - - - - - - - - L — USED. �SS�SS�SS _ - - - �� - - - - OD LOD �` THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. SS MU REFER- - - - - - - - - - - - - - � _CLOD \ \ `O� - O - LOD LOD L� ,� ,J BEST MANAGEMENT PRACTICES.P REPORT FOR A DETAILED DESCRIPTION OF m O 4987, LOD LOD L �' W IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND CIO IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY O y_ �_ SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING 0. y 498 �, y CONSTRUCTION. THESE PLANS NEED TO BE UPDATED BY THE co � 1 a 8 �, CONTRACTOR, THROUGHOUT CONSTRUCTION. O EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W PREVENT ANIMAL ENTRAPMENT. 2 J LEGEND Q LIMIT OF DISTURBANCE LW Z FLOW ARROWS SEEDING AND MULCHING Mu A \ �\ 1\ � � \ RIPRAP RP SS SS SS SS SS SS —SS -'$ SS SS SS SS SS SS SS SS SS SS SS- -�6 SS SS SS SS SS SS SS SS ! 1 / - - - - - - - - W - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00� 49a5 W a0� aO� a01 a0-1 a0�'� — — — —�0� a0l a0� a01 GOI a01 a0-1 40� a0� 49s2 \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - _- - _ � I 4985 4985 MU 4983 MU 4983 MU 4985 111 1 MU 4985 11 4985 _ i ' � � 1� II ' Ixl L I, I 1 TST, INC. - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 'T \ '\ ! I IIII CONSULTING ENGINEERS OD LOD LOD OD LOD LOD LOD LOD LOD LOD LOD LOD y I to Whalers way LOD LOD ' _111 I III I Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. o - I 1230.0009.00 �z SCALE 1 n , — 50- DATE x" 11 1 - i I 50 0 50 100 SEPTEMBER 2024 »— SHEET l i scale 1 feet 38 of 224 G \—G \ G�GG G G G — �' — — G G � G G G —GAG G G G G G G —_ - - - - - - - - - - RICHARDS LAKE RDA - - — — — - - — - - - - — �H� HO _ ]H0�3HT 3H0 11HO 3H 3— 3-HO — 3H0—�3HO �Ho MHO 3HO�H0�3HO 3H0�3HO MHO 3H0 �-Hf) — �H(� H0� — Z UM Z Of - - - - - - - - - �—\ - - - �� \ - \ 1 - - - - - \\ - - - = - iyw �I SF Mu \ \\ \ \ Mu \ \ v I I III / IIII� III I I goo \ \ \ \ \� \ \ \ I Ld \ \\ 1111I � � \ � �T \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ � \ I I , DRAWN Mu eo- BRB KEY MAP CHECKED , , N.T.S. DAP INITIAL BMP S. I I \ \ \O SF \ \ \ \ \ � \) \ \ \ \ \\\ \ \ \\ \ \ \ \ PROPERTY LINE \ \ \ \ I \ \ \ \ I I WASTE DISPOSAL I AREAS, FUELING DAND CONSTRUC11ONTARY BRB WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP FILENAME \ \ 1 \ \ 0009_EROSION • SILT>FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ I \ MOUNTAIN VISTA DR p,00•L/c THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE �� • �P�, CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: \ \ \ \ \ \ \ \ \ \ \\\ \ \ _ \ �� \ \ I \ I I \ AFTER THE INITIAL FlLING AND GRADING OF THE SITE, THE ICONTRACTOR SHALL ALSO MARK 0� •....••'�G� \ \ \ \ \ \\ \ \ \ �\ \ \ I I I� 11 TEMPORARY EROSION PREVENTIONOCONTROLS N THIS ASU H AS:N THETONAL E • TEMPORARY SEEDING MULCHING \ \ \ I • SURFACE ROUGHENING ADDITIONAL SILT FENCE \ \ \ \ \ MU \ \\ MU \ \ \ \ I l CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS \ I \ FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE MU \ \) \ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. \ \ \ \ \ \ \ \ \— — \ \ \ O \ � —_ \ \ \ \ � � � \ \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. \ \ \ \ \ \ \ \ \ \ ~ \ N \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL W STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE > II OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY Ir AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH \ \ \ O \ \ \ \ \ \ \ \ \ MU \ \ \ \ \ I USED. W I THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED � O \ \ SF \ \ \ \ \ \ \ \ \ GRADING OPERATIONS. \ \ \ \ \ \ \ \ MU \ / I REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O \ \ \ \ BEST MANAGEMENT PRACTICES. Z \� IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND O \ \ \ \ \ \ \ \ \ MU _ J IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS \ \ \ \ \ \ \ \ \\ \ \ \ \ I PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE > C0 \ \ \ \ �DO \ \ \ \ \ \\ \ \ f I IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q Q O \ \ f 4: II II I SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING CONTRACTOR,TIO THESE THROUGHOUTNS NEED TO BE CONSTRUC110N. UPDATED, BY THECONSTRUC m \ ` \ \ \ \ \ \ \ \ I EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES CO \ \ O \ \ \ \ \ J I I I GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Q Q O \ \ \ \ \ \ \ \ _ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO PREVENT ANIMAL ENTRAPMENT. Z 0. �j I LEGEND Q \ �4 SF \ \ \ \ \ \\ \ \ \ I I / I I LIMIT OF DISTURBANCE W \ \ \ \ I— Z OD \\ \\\ I FLOW ARROWS O SEEDING AND MULCHING Mu SILT FENCE SF SILT TABLE OF CALCULATIONS Total Disturbed Project Area 157.64 Acres \ \ \ I I ac MU � Total Onsite Area of Disturbance 157.64 Acres O \ �� \ \\ \ \ Total "Offsite"Area of Disturbance N/A MO Total Storage/Staging Area 2.58 Acres W Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A n Est. Percent of Project Area Exposed 100% ^1J I� Est. Percent Vegetative Cover 90% Density Existing Soil Type Group D Clay Loam Groundwater Depth 15 Feet Number of Phasesw/ Project N/A Total Volume of Imported Exported (-) Materials N/A \/�\///\/ SIP \\�\\�\\\/\\ \ ` \ Total Area of Stockpiling of Fill or Borrow Area. Off Site 0 Sq. Feet \ Steepest Slope 4:1 H:V \ \�\\ \\\ \\// OO Distance from a Riparian ea or Sensitive rArea 30 Feet TST, INC. CONSULTING ENGINEERS 748// / Coloradolers Way 80525 I C \ \\ CO Suite 200 Fort Collins Phone: 970.226.0557 JOB No. 1230.0009.00 SCALE - � 1" 100' 100 0 100 200 DATE SEPTEMBER 2024 scale 1"=100' feet SHEET 39 of 224 II X I / J I �J III .Q o J 2Lu �� IX �J -% \ I I \ �\ �� � � y� SHEET I I \ Ir � �� \ I Lu X IJ I� 1•I /� 42 �y \ I �� \ 0 I < VA V� \ � f m DRAWN BRB CHECKED \\ SHEET I \ \ x DAP 5=Nr— J / \ � DESIGNED E BRBSHEET v _qj SHEE 0009_OVERAL L UTILITY 00 41 bg �G SHEET ' // i I S� NAl- / / , � o � SHEET \ ?mod = 46 SHEET 50 43 ;� �,v ��VAAA \ O, I 10 SHEET SHE \ y < ETS \\\ II I 45 49 Z Z I III o��� ; SHEET — J I co o��� I� SHEET ! 53 — � � I 48 I , iL = > W J co co v� pR I� SH EET ' I >IC D J a 'I o \� 52Lu I Q I � / I > I SHEET 51 04AI I A II \ I I I SHEET 54 I SHEET , 55 � II io II - - — - 0+�E OH E 1E 1E e1 E TST INC. S-Fnun nu��n �n L _ - CONSULTING ENGINEERS — — _ — — — = MOUNTAIN VISTA DR — 748 Whalers Way V1f — . — \W W — JN W— — — — — — — I.� ._ ��, �� _ _ _ _ _ _ c Suite 200 Fort Collins i � -� — Colorado 80525 Phone: 970.226.0557 I \ \ I JOB NO. s 1230.0009.00 SCALE 1„ = 200' 1 \ DATE S \ 200 0 200 400 DATESEPTEMBER 2024 \ \ \ scale 1"=200' feet SHEET 40 of 224 N Z 0 F- In O_ \\ Z U �\ N o LLI \ \ ono \\ \\ FMN 3 Ld Ld / a � \ \ E 4s' STOR FLINT HILL DR 0° DRAWN \ \\ E p BRB \\ E E E CHECKED 0 r DAP DESIGNED \ �\ �° 211 ?� 2�1 ® ® BRB \ \ — — — — — �j �11 FILENAME\ 0009-UTILITY \ C \ LOT 35 I I I I 00 L/C LOT 34 LOT 33 LOT 32 I I V Q� G� \ / \ LOT 30 �� ,pes• \ I I o TRACT D° LOT 31 LO G PQ 5,�� ��o��God o •� LOT 36 \ I I I Q �� \ I I I I /ONAL \S �o �\ \ I KEY MAP . •e S I S \W s - "�- S\ - - - - - S- - - - - - - - - - - N . T. S. s �� \ - - - - — - - NOTES LID #1 \S � q \ \ \ / /-° - - - - -� >SS-o5-°� - - - - - -°- - - - - - - - - ET \ \ ST p 12" SEWE o STRUCTURE°/ LOT 37 \ // W W oR° -ALLEY N �° ° 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 \ -04 PVC BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. _'� - 3 \ - - - - - - - — — _ _ 0 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 S S �� ® ®; -\ - - - - - - - - - - - - - � PVC, BURIED ® / S ° I I r OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICTS \p \ \ LOT 38 \ \ // ���° ° \/ I g I I I 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET LOT 13 N cn HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LOT 9 I ° \ — I I I LINES AND SERVICES. — �\ 0 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL � /� / LOT 10 LOT 11 LOT 12 I° SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR LID #1 h� ° TRR\CT E \ s• w �// LOT 8 I — — — — SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH DIVERSION o \ G� / ° / I g r\ THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. STRUCTURE \ \� \ _ I I N ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z \\ / LOT 14 cn GREATER SHALL BE INSTALLED. NON-POT H I I 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE 0 �R �R SERVICE (TYP.) \ — IeL o I .I AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO �\ \ LOT 39 \ \ GF \ — — — — r-I `L ` - H CONSTRUCTION. (� Lo -1W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO ® ® — — — — � � °i Q FACILITIES. Z I I �v,° " C \ \ ® ° LOT 7 :" � I °� °° °� � � � 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES -� L ` \ \ /� °°\ / �`' a LOT 15 V) 00 1 W UNLESS OTHERWISE NOTED. J / �jj 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS m LOT 40 \ \ / %o�q`�o- y I N OTHERWISE NOTED. W STREET A \ \ \ /� Fsyo \\ — — I o o 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS �° \ WATER SERVICE (TYP.) / \ SITE LIGHTING _ — OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO LIGHT \ / / o �/ \ \\ SS (TYP.) REFER TO r \ — Lo PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q LIGHTING PLANS �. I I N 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J ° \ \ • \ \ \ ° I LOT 16 cnI ACCORDANCE WITH DISTRICT REQUIREMENTS. I� \ LOT 41 \ / / LOT 6 \ °� S \ I o 3o'°`ELco I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' \ I °WATER ESMT I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q — — I I ° ENCOUNTERED. / ° \ ° \ S \ I o 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K SANITARY / \ \ �` — — — 5 1 0, ° 5' COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON Z \ SERVICE (TYP.) / � °� / \ \ �'g �\ — "U.E. U.E.- DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O ° \ W \ ° / wTRACT A /� LOT 5 \ <P \\ \ \\ EX. 21" SANITARY SEWER -J, LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED / I LOT 17 a UNDER DRIVEWAYS OR SIDEWALKS. Ll N 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K ss `SFiyF, / COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON LOT 42 °s I BLOCK 1, \\ \\ \ J DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE 9 I ® \ \ \ TRACT B — — — LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED ° I �I UNDER DRIVEWAYS OR SIDEWALKS. Y I I � � I LOT 4 \\ \\ SS \ I �° 0 01 I ° o \ \ \\ g I N 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED LOT 18 cn I IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL \ I I I I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. w — — I \\ \ — — l o o I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM \ - - \ \� I I THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER dl j� I I LOT 3 \ \ I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED 43 AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. LOT YT. I �I o I z \ �o�,�o�\ (n - 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE LID #2 LOT 19 I I ALLEY 0 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. SS- 02 f - — — — 00 o J ° Kn OUTLET o`� \\ I I MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED oQ LOT 2 STRUCTURE \\� I- z — I 1 SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO s3" — — — — — `� • \ S — — I ° THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE sTo M �° 83, ST-2A OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE STo I I LOT 1 \ m \ S WITHIN THE EASEMENT. — — 24" STORM LOT 44 I I to I 1 \. - - - - - - - - - - - `Iv L ',`,`'";":.`.: LOT 20 - - - _ l I \ ELECTRIC - INSTALL TRACT C LINE (TYP.) - - - - - - - - - - - - - - - SERVICE LINE N T o IN 3 HDPE CASING >� - _ m w a o — —� w N - e- - — o TST, INC. o ° a ° ° ° ° 00 _ cn — oo o p- ° LID #2 — °t, 8 I — I I� I_ I I I° CONSULTING ENGINEERS o v 9° ° :> ° a ° ° 9 • DIVERSION ° . ° 748 Whalers Way o E STRUCTURE , \ Suite 200 Fort Collins SS-02�°p I 4 E E E E T Colorado 80525 Cn v a SS-02 _ N Phone: 970.226.0557 SS-02 WL-19 w 68' S ORM o o0 42 STORM SS-02 STREET /oo N - \\ JOB NO. N 36' STORM 30' STORM ® LIGHT \ ST-02 1230.0009.00 8" WATER I WL-19 - (TYP.) 0 3 ,� o — to N / w ao 24 STORM SCALE� N 8" WATER N N \ 1 = 30, 00 N TIMBERLINE RD \ DATE FUTURE LINE U TEMP FH FOR \ w E SEPTEMBER 2024 E E / EXTENSION ° 30 0 30 60 SHEET ° scale 1"=30' feet I 41 of 224 SEE SHEET 43 N Z 0 z it O 0 (n w TEMP FH FOR FUTURE LINELU F_ EXTENSION I I I I ° o I 10 I I ° -- — . TEMP FH FOR _ FUTURE LINE EXTENSION w Q o LLJ a N N WL-25 FLINT HILL DR ON `� - - - - - - - -- - - - - - — I m I ' 8" WATER I SS-5E LJ DRAWN — 12" � — J I I BRB > E o F, E E I I CHECKED DAP w I DESIGNED FIL I BRB 2�1 - - - - - � I FILENAME 0009_UTILITY LOT 8 m w I 51' TRACT G INSTALL I I �P,VO L I vo�•.��Q�oJ G,�oC� Row I SERVICE LINE LOT 30 LOT 29 • PQ ,��1 I IN 3" HDPE LOT 28 w LOT 10 I LOT 9 - _may CASING • e N o I I I - - - BLOCK 1 I e — I e,�Fo •�: I — N m w I �p S ONAL/•.. l- 0 I KEY MAP - - -5 - - - - - - - - S - - - S ° N LOT 7 I I — — — — S I I I NOTES ao 9. C) - -- — SS-5B- — - - - - -I I I I g �1 SEWER' o i _I 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 p ,o ' Um8" SEWERo° p v> ° >oJW w 00 w w I PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE 55�2F w I NOTED AND/OR APPROVED BY THE DISTRICT. ALLEY P +M3 R° oMa 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 — - - - - - - — — — — — — — — — — — — �a — — — — 3 I INSTALL SITE LIGHTING DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS o — �— — — — — — — — — —� I I SERVICE LINE I (TYP.) REFER TO w OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. I N LOT 27 I I i >TRACT F IN 3 HDPE m LIGHTING PLANS I 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET (A CASING 6 LOT HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN 1 I I LOT 11 cn I I I I LINES AND SERVICES. _ — I o I I I I 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL cr� — — — —1 w I SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR I SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH — r — °. I THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. — — — — — I ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR NI I I N LOT 12 LOT 26 I $ p' .�: w GREATER SHALL BE INSTALLED. 1 I I J _ I N I I m , 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O ij `1— — — — — —� d I I LOT 5 I AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO tr W w �, ,° W o — — — � I I ? CONSTRUCTION. (0 0 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO Z W - — — — — — — `I I I w I FACILITIES. > b � I I = I— u E,° I 'I — — — — m o I 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q W N I LOT 13 11 „,� T I UNLESS OTHERWISE NOTED. a 0 J a �09 N LOT 25 ELECTRIC N I 5' _j 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS 0. lv q LINE (TYP.) I �o°UJll,E.- — — — ® = I OTHERWISE NOTED. W o — — — SANITARY I r� w J 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D SERVICE (TYP.)- I I Q 1 OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n ° — NON—POT I I I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q I ac ,� r WATER SERVICE (TYP.) o m LOT 4 w i 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J ( ) � CV NI cn SERVICE (TYP N _ N I I I o m ACCORDANCE WITH DISTRICT REQUIREMENTS. I 3o ELCO I I I LOT 14 I 00 I FUTURE ROADWAY I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 WATER ESMT I — LOT 24 I o, I — — — SHOWN FOR I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q REFERENCE ONLY I ENCOUNTERED. 5, I ° - BLOCK 2- -I J .�o w I 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K 5 Q I COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON Z - - u.E. I u.E.— — — - - I I J —I —� I I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED NI ¢ I IN LOT 23 I LOT 15 I I w I UNDER DRIVEWAYS OR SIDEWALKS.0' I LOT 3 r� 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K ` — — —j I 3 ELCO WATER ESMT I I I I I COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. NI 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN LOT 22 I _ LOT 16 cn E CITY CODES AND WILL g o I r l I REMAIN OTHE RESPONSIBILITY OF RDANCE WITH ALL ITHELUNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER I 51' I I h LOT 2 I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED _ _ _ _ —J ROW- — — — — � I I I I AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. I I . I I 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE NI JALLEY 0 ° ° Mw OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. x o� o ° cn ° I � - - - - m \ � I LOT 17 I W WL-15�®� o MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED I n o b — I — — — — \\\ SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO M a 8" WATER 1 I \ THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE -- — 3- OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE S — m 5 - - - - - - - - - — e �� 14n �� WITHIN THE EASEMENT. I, ► I I w \ INSTALL LOT 1 \ TRACT C LOT 21 I I NII I I \ SERVICE LINE LOT 18 I I 0 1 1 I m \ IN 3" HDPE — — - - - - - - - - - - - - -� — H ° 0 o J' I \ CASING— — — — — — — — — — 7 7 — — — — — — - `d \ TST, INC. CONSULTING ENGINEERS _ _ 748 Whalers Way W. /ow o' ol, I Suite 200 Fort Collins _ E t�� v w Colorado 80525 E E A T 1 E E Phone: 970.226.0557 I CO JOB NO. ' m i 1230.0009.00 ST-02 w ST-02 N TIMBERLINE RD I I SCALE , 24" STORM I 1 = 30 \ — WL-19 18" STORM ,00 0 w \ � I I \ 8" WATER m I DATE � � SEPTEMBER 2024 \ E E E , w I 30 0 30 60 E E I SHEET E A T I scale 1"=30' feet - �- - - 42 of 224 SEE SHEET 44 SEE SHEET 41 N �e 7�1 LOT 3 \ \ S^Ow�� �LOT 43o °I z— LU I LID #2 � S \ — LOT 19 I ° ALLEY 0SS-02 — — — — LOT 2OUTLET STRUCTURE \ - - — f Z 0 M \ \ \ o l 83' ST - - - — — cn a- -2A — V) \ Z y STo I N LOT 1 a S �o I — 24" STORM LOT 44 I 0 ';, \ - — — — — I ''' ° ' LOT 20 cn w - - - - - - - - - - - - - I _ - - - - - I I ELECTRIC . ,> ® / > o _ \ \ INSTALL TRACT C LU _ LINE (TYP.) \- - - - - - - - - - - - - - - - - - _ \ \- SERVICE LINE 0 0 ° ° T o - IN 3" HDPE ° - o ° ° ° ° ° 0 0 I CASING N a o • F— ° . ° — °�- LID 0m E-� N E DIVERSION N E STRUCTURE \ SS—02 Co Cn c E E / E T Ld 0 a N SS-02 SS-02 `4 \ o 3— - SS-02 STREET /oo �, \ WL-19 L 8 S ORM m �0 42 STORM 36" STORM 30" STORM ® LIGHT m \ ST-02 8,. WATER �- I WL-19 (TYP.) 3 °., Lo 8" WATER o N o00 \ 24" STORM m �' I N TIMBERLINE RD DRAWN TEMP FH FOR - JL �o \ BRB � / \ FUTURE LINE Gv � � EXTENSION E E I CHECKED Lo — — - 9 / \ DAP . — — — — — — — — — — — — — �' • -— — - - — — — — —� / d �> . �. DESIGNED - - - - - - - - - - - - I - = - =- - - - — — — — _ELECTRIC = - _ /_ — — _ _ _ BRB ° I LINE (TYP.) / _ \ — — — FILENAME INSTALL - - - - - - - - - - - / / i- 0009-UTILITY a I - - TRACT L SERVICE LINE LOT 1 cn IN 3" HDPE LOT 3o TRACT P TRACT 0 I. I CASING 7 30' ELCO I — — — — \ / / / LOT 24 S �_ �P.••••. WATER ESMT I I / �.•apRE O�Q� l— PQQ INSTALL SERVICE G S � LOT 32 LOT 31 � — — 5, I / LINE IN 3" HDPE — — — U.E. I I� LOT 29 / a // \ CASING °al I BLOCK 3 I I / LOT 25 /ON&E� STREET LOT 2 �, of I — — — — — — — — KEY MAP LIGHT I I I Q / \ v I (TYP.) ,LLI I I �, I — — — — / / �' / \ / "� 9 I N N . T. S. - - - S— — S- - - N- I / - NOTES — �— D LOT 26 g ss-3B' q ° LOT 28 / / / 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 WATER SERVICE (TYP.) I ��" SEWER rm ° ° / o w m N PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE ALLEY G N / / \ s \ w j NOTED AND/OR APPROVED BY THE DISTRICT. s INSTALL I l c,, ° l \ \ U�°l °°� 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 LOT 3 cn / SERVICE LINE 90, DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS ° IN 3" HDPE / \ / LOT 27 W 30; o o / 1 o — OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 1 / CASING / / �R 0 N IT, 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET \ — SANITARY II I > j j ° `p v� \ l l � l l ° Earl T 5' `� HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN o — SERVICE (TYP.)— J o / \ LOT 27 �� // / / \ / /3� / o U.E. — 4. LWHERE WATERINES AND LINE NE CROSSES A SEWER LINE AND THE VERTICAL Y _ _ _ _ o I / o o ° /� / / /�°� p / I SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR o I- U.E. ° I TRACT H �° / EX. 21 SANITARY SEWER / ��\ LOT 28 /b �, o ° ° / I rT — SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH � o ° / / 30 ELCO — ° �I C� "I -•F cn THAT NO PIPE JOINTS ARE WITHIN 10 FEET OF THE CROSSING. m I / \ \ / \ / o / WATER ESM ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z LLJLOT 26 \ 6 X 2°� v / TRACT M 'p — GREATER SHALL BE INSTALLED. 30' ELCO �, /�' e \ NON-POT D�STN�q`�FR / \ l / ° / I° 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE 0 LOT 4 I 4 Ri 0 / I° 4 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO WATER ESMT � / • 3<� d � SERVICE (TYP. l cr ESMT � � / °� ,� - I� - -\ o / ) / / } H CONSTRUCTION. (� / LOT 29 - / 1 ° .. Ld . W — — WglER fir !� \ / 111 \ / / r- J I cn W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO Z w a FACILITIES. J I- - - - 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q � l LOT 25 $�� I I S 5� / ° a w UALLEY J W UNLESS OTHERWISE NOTED. J / V£... /l ROW l \ / m 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS m LOT 5 I I l / / / r a OTHERWISE NOTED. W N I % / / �� \ LOT 30 SS-4A` ALLEY° J e 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS ST-3G I I I °�, / \ \ // �' / /�// sEwE - - - - _ - _ OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO ' I LOT 24 / �i _ PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 18" STOR \ 5 UTILITY �� "w �' / , / \ / /v / \ = 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q J J — — ESMT. (TYP)— — I a i o /� �, \ / / / S « ACCORDANCE WITH DISTRICT REQUIREMENTS. J / \ 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' ' TRACT I ® co / LOT 31 / / UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q w ol° /° LOT 12 ENCOUNTERED. F_ D • — — — — — LOT 2 - Q / z �o / / 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K ELECTRIC / � Z / � � � � / � � ��3° / LOT 13 L COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON Q j I G Gj a. , LINE (TYP.) / J�o / I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O �/ / \/ ° ° �� LOT 32 Ip / °a LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED LOT 6 N o TRACT K / / \ �� / UNDER DRIVEWAYS OR SIDEWALKS. m I 30• 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3 4" TYPE—K I I o �,° � � l � � � Cl)� WAS £NCO / LOT 11 —tR " / I o I / S, R Fir COPPER ON A SINGLE METER PIT AND 1 TYPE-K COPPER ON I° LOT 22 �'� °/ / \ U,£ / l oI DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED LOT 33 \o UNDER DRIVEWAYS OR SIDEWALKS. 6s — — — fi �/ / \ \ \ / / LOT 10 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED ' �\ °° - IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Row I /° \ / / n' // ° REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. % LOT 21 / / TRACT Q / / / LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM c THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER 8. LOT 7 cnl l %° \ / �\ \ /� o �� LOT 9 PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND\ J / // \ LOT 34 �� / 15. THE CITY IS IRESPONSIBLE NED TO IDFOR THE OVER PLO GTERMAYING NMAINTETO ENANCIE� Lo WgR£�co LOT 20 /l \/ \ \ �I \ TRACT N ,� OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE LOT 35 /° / OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE � LOT 8 Cn LOT 19 l qOw \ / �° l'/ WITHIN THE EASEMENT. SS-3A — LOT 8 H 8 s / / `'' � / STREET I EWER LIGHT ° I I I ° ° / \ � � J / � � LOT 36 � Il �' �� � (�.) I ° ° ° \ \ � � / ° LOT 7 — — % \ LOT 18 / ° \ / STREET _ LIGHT TST, INC. — N \ // BLOCK 4 \ \ / / (TYP. CONSULTING ENGINEERS INSTALL � \ / � � � LOT 6 ) 748 Whalers way / \ \ / / \ LOT 37 Suite 200 Fort Collins cn / SERVICE LINE Colorado 80525 I IN 3" HDPE / / SITE LIGHTING Phone: 970.226.0557 I CASING / INSTALL / / TYP. JOB NO. LOT 9 I I LOT 17 / / SERVICE LINE / 301 �' LOT 5 (TYP-) TO 1230.0009.00 / IN 3" HDPE WgRE�CO l LIGHTING PLANS "' / ,l CASING \ EsMr\ \ / SCALE 1" = 30' N m / LOT 38 co O I / / / \ DATE N ° SEPTEMBER 2024 \ / /° / g 30 0 30 60 w /° / LOT 16 \ \ �// LOT 4 SHEET scale 1"=30' feet 43 of 224 SEE SHEET 45 SEE SHEET 42 N I l I I m w I 51' LOT I Li - - - - - � ROW- - - - - - - fII ALLEYI I LI 0 o©o I I I � wUw Cn m LOT 17 � oe Z I I o o w WL-15° \ o I \\ cn M o 8.. WATER p a- 3 I I \ z Of - - - - - - - - �� \ — co S S — — — — � N w � - _ i , i w \ w INSTALL TRACT C LOT 21 ° LOT 1 \ ICE I LOT 18 I o wl LINE I I p l I I I m 3 HDPE - - - - - - - - - - - - - - -� I J I - - - - - I \ CASING— — — — — — — — — — — — — _ — - - - - �] - TRACT NN Ld E—FE Ee v AUL LLI \ 0 � E E E Iv � 1 I m ST-02 w ST-02 24" STO N TIMBERLINE RD LiI DRAWN RM WL-19 18" STORM +ago 0 I BRB 8" WATER r� I CHECKED E DAP \ o E E w I E E I DESIGNED ' BRB STREET LIGHT � ° ° FILENAME — — — — — — — — — — — — — - — (TYP.) / 0009_UTILITY ° o / —�- - - - - I — _ - - - - - - - - m / TRACT 0 LOT 23 — — — — — LOT 7 0 L cnl I / ePO•..•�C s _ I I , o:• RE T 30' ELCO LOT 6 G e S I� I NFTWATER ESMT cn LOT 22 — w LOT 8 I •Goo BLOCK 4 ° I � m �' KEY MAP Icn LOT 21 I U.E.I '� N TE N . T. S. I LOT 9 cn � O S INSTALL SERVICE LL _ ° ° mm _ I o LOT 5 LINE IN 3" HDPE U.E. f I I I I 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 CASING _ROW 5 UNLESSPVC, BURIED WITH 5 TO 6 FEET OF COVER OTHERWISE m N � � — — — I 9°w° �1 I I NOTED AND/OR APPROVED BY THE DISTRICT. � N i LOT 20 ELECTRIC LOT 10 J9 °' — — — — — — m r� I 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 LINE (TYP.)� _ — — I Q — I DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. — — _ BLOCK S i° i � I 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET N ° LL — — — I HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN i Q ° , N LOT 19 : I ° m 5 - z LOT 11 H_17 ° I I LINES AND SERVICES. U.E. _ w cn Q nl I LOT 4 I 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL l CO — — — — o — — — — — I f I I SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR — — — o I ° ► I I I SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH — _ _ — m 1 THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. 30' ELCO NON-POT - m 1 ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR WATER ESMT 7N SERVICE TYP. _ 1 GREATER SHALL BE INSTALLED. Z ( ) LOT 12 I ° �, � FUTURE ROADWAY 1 M `p — — —LOT 18— — — — —NI I° I — — — — SHOWN FOR 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE 0 m SITE LIGHTING REFERENCE ONLY �� 1 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO H — — _ _ _ _ TRACTS CONSTRUCTION. CIO W l° �° —r �a _ _ l I I (TYP.) REFER TO 1 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO W LOT 13 I N LOT 3 LIGHTING PLANS N LOT 17 1 FACILITIES. Z J r -' ° I I N ° qol; I I \ 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q J ° W - - - - - - - - - - - - — — — — — I I I I m 1 UNLESS OTHERWISE NOTED. J ° ALLEY J — I I I_J — — — — 1 8. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS m w d — — — — 1 OTHERWISE NOTED. W w�o I 30' ELCO 1 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS 'ALLEY J ° a w - LOT 14 N WATER ESMT �, m 1 OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO 3 WATER SERVICE TYP. PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. — — — — — g — — — ( ) I I 11 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q J f)�- — _ — _ cn LOT 2 1 ACCORDANCE WITH DISTRICT REQUIREMENTS. _ _ ° S �� S S Nr S — , ° L° I I m `'� 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' LOT 15 I 1 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q d 1 1 ENCOUNTERED. " SANITARY _ 1 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K Z ►_J I " • I _ — — SERVICE (TYP.)- I w 1 COPPER ON A SINGLE METER PIT AND 1 TYPE-K COPPER ON ° ® 1 LOT 13 LOT 14 LOT 15 LOT 16 — — — — ° ° I° � — — — — _ m DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O I , LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED LOT 16 I 1 UNDER DRIVEWAYS OR SIDEWALKS.13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON —fR — R— — — — — o I i LOT 1 DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE I `I to ° i 1 • I I STREETT , , 0 1 1 LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED STREET LOT 17 N III LIGHT - „� 1 1 UNDER DRIVEWAYS OR SIDEWALKS. I (1�'P•) o , , , - .� 1 1 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED LIGHT — — — — — J v I — — — 1 IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL ° 11 REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM _-1b _ g vn.-2� , , - w I 1 11 THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER wp1ER 1 1 PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED :$ ST-3C $ �/ 1 1 11 AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. cr 18" STORM - 3 'N1 WY 1 1 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE �0 FARM , 1 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. T N ,\ o I I I I I—o I I I I VAOY�E �� ° rn 1` 1 1 MAINTENANCE CONSISTS OF SNOWPLOWING i� OF THE PAVED E— 1 1 SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO <0 0 THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE — — ° — _ WITHIN THE EASEMENT. � I �� v �° �- � �� LOT 6 LOT 9 N I \ 1 a I ° ° U.E. I I � ' � 1 LOT 10 N 1 LOT 5 1 C1, TST, INC.p 1 1 CONSULTING ENGINEERS — I Uj o , LOT 8 I LOT 7 \ I i 1 y N 1 1 748 Whalers Way w i o 1 o INSTALL \ m 31 1 \ Suite 200 Fort Collins cn I I I SERVICE LINE 1 G \ Colorado 80525 BLOCK e I � SITE LIGHTING � \ Phone: 970.226.0557 _ I �° `� J I ° N� IN 3" HDPE � 1 G 1 SITE LIGHTING LOT 11 tn1 v I I TRACTw T, -CASING 1 LIGHTINGEPER TO w 1 1 1 JOB NO. I w° I PLANS \ 1230.0009.00 1 1 1 (TYP.) REFER TO — — _ �I r J I �' .N LOT 4 1 SCALE Vt 30' LIGHTING PLANS ° Q g �,, 1 — — I S S/ 30' ELCO DATE LOT 12 N WATER ESMT, — o 1 \ 1 1 SEPTEMBER 2024 —SS-02 30 0 30 60 SEWER1 1 SHEET „ ° ° v�' � ° � v\ � LOT 3 � 1 1 1 scale 1"=30' feet w 44 of 224 SEE SHEET 46 SEE SHEET 43 N g LOT °I / / (� / — OT 34 LOT 9 ° � If \ L WgrR£t�'o LOT 20 l �l l l /I° TRACT N — If / / o \ / LOT 35 \ o p / cn IL ss-3A LOT 19 // RON, \ / /° / LOT 8 b N w LOT 8 H 8 \ T / / ,� °� / w o STREET I I SEWER / / LIGHT I I / \ / LOT 36co (TYP I / LOT 7 ) — — LOT 18 / / / \ /�% / — — / / STREET — — g N \ � \ � / LOT�37\ / ° / LIGHT BLOCK 4 1 LOT 6 (TYP-) I INSTALL / F- cn \ SERVICE LINE U) a IN 3" HDPE � / / / � - o / 7 / / SITE LIGHTING CASING INSTALL (TYP.) REFER TO j LOT 9 I I , / SERVICE LINE LOT 17 ItIN 3 HDPE \ / °w 30, LOT 5 LIGHTING PLANS m � �/ � AIR 4SM£ l \ � CASING I N N / / LOT 38 vj l \l DRAWN / BRB (/� \ CHECKED n �o -� - - - - - - - - - - ° v/ \ � L / ° ° / � DAP ° °° ° a LOT 16 3/ LOT 4 i -4 o // \ i DESIGNED Or ST-3F` e e� � / TRACT R° BRB S ORM SS-03 2 0 ALLEY F� /° ,g- FILENAME -4 % / LOT 15 /� 9 / I I 51, 0009—UTILITY j2' SEWS ROW / S w° 0 w - S S M S I J I p,0 L/c Li \ / M — S — —S LOT 3 •. •. cV ° BLOCK 3 LOT 14 LOT 39 • � LOT 10 LOT 11 LOT 12 LOT 13 / / ° J I N LOT 2 Q Q��O�� G O•�� v, ARACT J / Q I LOT 40 LOT 41 LOT 42 I ° I z o �� •�• w \ / / z I � J b �0 •....• G / Z o g CNALLd E� — ELECTRIC �� / I ° I I I ° KEY MAP —I R I �R LINE (TYP.) LOT 1 w° J N . T. S. d o� sq oTF 20, STREET w %Tgr�F� LIGHT NOTES o ° o 0 0 oti Imo— I ° SS-03 T - o ( ') I ° . I ° 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE c'_ N w 12" SEWER o S� N N '�3 03� / NOTED AND/OR APPROVED BY THE DISTRICT. o�w - 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 w o ST-3B N / SF � / ss-o2 c o N SS-02 DR18 PVC BURIED WITH 5 TO 6 FEET OF COVER UNLESS �, — 12 SEWER �O 12" SEWER too OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 54 STORMNENEST-3B �O� ° v 3 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET 48" STORM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN E LINES AND SERVICES. 9p Po a77 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR / 0 g a SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH EX. 21" SANITARY SEWER - J LID E THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. 66 a OUTLET Of — ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR \ Row <ou o I TRACT Z / �� I_ I I ° I I ° I I e STRUCTURE Q i GREATER SHALL BE INSTALLED. Z \ D., ' I // TRACT Y ARE F � 211 � 81 � 81 � � 5. AND NEED TO ALL EXISTINGUBELITY VERIFOIED CATIONS BY THEHOWN CONTRACTOR PR OIR TO O \ �� _ — — — H CONSTRUCTION. # to LID 4 I W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO \ I I W \ / OUTLET o I FACILITIES. Z \ I LOT 13 LOT 11 I STRUCTURE v I LOT 28 LOT 27 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q �, W UNLESS OTHERWISE NOTED. J I LOT 15 LOT 14 LOT 12 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS I I I o m � \ w N / I OTHERWISE NOTED. W \ \ I 60' I 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D co 6`) I LOT 16 - �y - S S -S S S $ I I I ROW OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO \ / _ — — VIL — — _S —. S_ _ S— S WINS S S S PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. _ Un W — — _ — — A111 — — — S S 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN / — — — g — — — - — —ss-20- — — — — — — _ — — — — — — ACCORDANCE WITH DISTRICT REQUIREMENTS. J _ , 0. WATER SERVICE (TYP.) / - - - - - - - - - - - - - o - — 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 ° ° ° o ° ° o /° ° o � ° 9 e ° ALLEY ° ° ° ° ° v° ° LOT 17 / ALL MANHOLES WHERE GROUNDWATER IS - 08 0 o. ° E � e ,�, o UPSTREAM OF v ° W sT I ;3M o�Q° ENCOUNTERED. 8" WATER o � �3K S� 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K Z COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON LOT 18 DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O o - - =j) o ��, �, / �o o �j/ S S S S S S I S S S S - - LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED of `� SANITARY / ��' � '° s•/ I I I I I S UNDER DRIVEWAYS OR SIDEWALKS. " SERVICE TYP. G' / �' G I I 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K (TYP.) v a •� BLOCK 7 I COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON LOT 19 ao,o // I LOT 21 LOT 22 LOT 23 LOT 24 LOT 25I ILOT 26 DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE F // I I LOT 27 LOT 28 LOT 29 LOT 30 LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED �'o°• UNDER DRIVEWAYS OR SIDEWALKS. " / BLOCK 7 / // Fir // NON-POT I I I 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED ED OF 12 / j — — — �/ I SERVICE (TYP.) I IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL WATERLINE / �j I� — — I I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. �R �I R R� --rR o L — LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM ~ 10 __TR THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER w "r:x '•:,,�; ' / I I ® ® I I p o I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED T AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. SITE LIGHTING 101 ® I - 01 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE _ �'=' • • ,; ;' (TYP.) REFER TO L - L_ J OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. LIGHTING PLANS ELECTRIC MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED LID #5 LINE (TYP.) w SURFACE, OCCASIONAL SEASONAL MOWING 23 ADJACENT TO OUTLET THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE / IS TRUCTURE S LID 5 OF THE TRAIL AND ALL OTHER LANDSCAPING MAINTENANCE 111••y�.yy'}ypS,x.wy' I DIVERSION v WITHIN THE EASEMENT. / w SS-3A STRUCTURE 54" STORM rSS-3A / J1 f; : '�.'•�ti. :� IEll 24" STO M Of � I / o I ��:1 .4yx I I �I- — — �I — TST, INC. / 0 CONSULTING ENGINEERS :'�• I —�i 6 c�� / p� I �•;;;•t�}.,;.1:, i� 748 Whalers Way p� S9��F 2�, S Q ,;'5:�4.. r; � J Suite 200 Fort Collins s tiij <p STREET .,,.i , "' •. I o I I Colorado 80525 %� RY Phone: 970.226.05 57 o I JOB N0. TYP. EMERGENCY `w'';'' '�"''^'-�' \ LOT 37 LOT 36 (TYP.) " `t : "�:_�`:n`:.,:;,' LOT 35 LOT 34 / + k •, �..; LOT 33 LOT 32 "' J LOT 59 LOT 58 L ACCESS �:t•�`�{;.S"�•�<{' :�,� \ � LOT 31 LOT 30 LOT 29 1230.0009.00 ROAD ' �., . ,� \ 09 I II,, N Z I SCALE " , I I I 1 = 30 / � �, I '•;;,4:��' :'f`��q`••' �y., \\ WATER SERVICE (TYP.) (+L e I Z I DATE / 0 0 '� 't: ,; _� — S — JIV —S _ S S S °° SEPTEMBER 2024 EX. 21" SANITARY SEWER I i I :i, '; t::.:�'. - - - - - - - - - - - - - — W- S S S o S �s.. y,.. .�!. / TRACT AA L t s :.r �..•'.•• *', y ,`.. — — — — — — — — :} <« x.•:; t. .. w ALLEY C L s t ••�f•=n^+:�:,ir.•3`'•:` :M.,'�:if:;i�:a.2 '� :.re„�::.: :'• `t•.d. s{J 4..,.'.:�.. . Y�}• ° SHEET / .. ..xa. ;r4..J:rot. t•.v ef.ti.i'°''k ti•r t�.sa`," .t��:i 1;}a;:LtJ�. :C `�i,;.s}':§ p ° i�J T� s "— ' .•[ }Y'r�: :atr;+tit;.r.,•'.{+t:?;y.i +° �'' h.iti} } :'•1M. r w ° ° � �.•;w. •.,v .,.} .. :. :'w,�•r.x. ;:'' °, .•.;x• ••Ayt: S� 24„ 3H scale 1 30 feet 45 of 224 6•. SEE SHEET 48 SEE SHEET 44 N ' 1 18" STORM o ACT NM�00�'E 0 0° oe o ° . I ° ° ❑— — ❑ LOT 6 ❑� 1 11 , zo 0 LOT 9 �I ° I 1 , N bi bi ® ® I I S \ y° \ \ w o ° I U.E. I I � LOT 10 � 1 PL LOT 5 1 OD, a \ 1 9 I o° I LOT 8 I I LOT 7 \ INSTALL - ' \ v N❑ `\ 1 N I SERVICE LINE \ c \ 1 u) , I I I SITE LIGHTING 1 '1 \ w BLOCK 6 I �° J I N� IN 3" HDPE 1 c v LOT 11 cnl I e I TRACT T. CASING (TYP.) REFER TO ,,� �n `\ 1 0 SITE LIGHTING I N — ` V1 LIGHTING PLANS 1 \ \ (TYP.) REFER TO I— — — — — �❑ p ° \ 1 \ Q I � .�, ❑ LOT 4 1 m ❑LIGHTING PLANS — — 1 \ \ �• fil 30 ELCO — — ❑ W 1 DRAWN LOT 12 WATER ESMT, — — — — — — — 1 11 1 \1 BRB I —SS-02 �� 1 l 8" SEWER p CHECKED ° ® L n LOT 3 11 w 1 1 \ DAP 8 WATER. ° ° 1 \ J 1 DESIGNED ® I LOT 13 N I g o WL-07 M 3 ' 1 1 , BRB S �S M S 1 Spy >N ' `I 1 1 FILENAME N l l \ 1 J �' 1 w , \ 0009_UTILITY 0 1 \ �, 'I ILL TRACT Ut,3 �, \t INSTALL SERVICE I \ o m LINE ❑C LOT 2 00 I IN 3 HDPE CASING 1 E �P••...•C LOT 14 cn `\ ` ° \ U) V)I I LOT 17 LOT 18 1 LOT 19 D ° o Oe I LOT 15 ❑r bP. o .�,P _ I ❑ I I I 1 1 1 w3Ao�RE E oA LO T�1 0•1',A1 ,�. •G�am'w' E ° KEY MAP LOT 16 I ° ..........-.71 ELECTRIC TRACT V ` 1 SS,2P P ° N . T. S. ❑� O I— LINE (TYP.) — — — — R � �1R R� — ��� ,�° SEWER � �E ~, NOTES . o . 9d a o �� 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 w PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 0 I I II I LONGWOOD DR 3 / a ,,� 11 1 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. ST-3B \ 1 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET ° ' 1 \ HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN 24" STORM 1 1 , LINES AND SERVICES. LOT 14 \ N_ tP 1 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL g o \ N �' \ N N 1 SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR — 4 ❑ E`�o- \ 1 ' SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH w — —I ❑— �I— — STREET ❑ 1 30' sMT — , THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. U ❑ ❑ ❑ ❑ ❑ LIGHT 1 WA E \ 1 \1 ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z (TYP.) ` GREATER SHALL BE INSTALLED. 1 1 \ 1 1 \ 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O 11 0 ❑ LOT 13 ❑ \ \ AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO H e l I I I I I 1 1 1 \ oy° _, 1 1 1 W CONSTRUCTION. — co W I LOT 1511 P NN \ N ' 1 1 W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10 FEET OF ELCO Z 1 ` \ .c �, ' 1 _ SITE LIGHTING 1 FACILITIES. LOT 28 LOT 27 LOT 26 LOT 2:TKAU I FF.OT 24 LOT 23 LOT 22 LOT 21 LOT 201 I LOT 19 LOT 17 � 9° (TYP. REFER TO 1 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q I LOT 181 I \ 1 ,o � � � NON—POT ) �W�JJ I I I I LOT 16 1 1 ` e o �°1 5, � � SERVICE (TYP.) LIGHTING PLANS `1 ` W UNLESS 8. SANITARY SEWERSSERVICES SHALL BE 6" PVC UNLESS E NOTED. � � J t/) BLOCKS I I I I I I 1 I I I \ 1 0 \ E• LOT 12 \ ` OTHERWISE NOTED. m W WATER LO ® 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D I 1 � 1 1 SANITARY I I SERVICE 1 I I \ 1 0 1 , 1 (o SERVICE (TYP.) (TYP.) OTH 1 1 S , 1 ` � . � 1�� � � � ' � 1\ ` PER RV41SE NOTED. ALL RE MANHOLES STANDARD BOXELDER SANATIONDISTRICTDETAILSALL BE Cl) S — Ay — — S — S— — —S S S S— — W W S �— — — W S I I S I I S I I ❑ 1 1 30, \ 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J W W W —I 1 UE� ACCORDANCE WITH DISTRICT REQUIREMENTS. o SS. E BLOCK 8 ❑ \ \ 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' oo g UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ��N` °�` J wp o ° 12" SEWS 12° N ' ENCOUNTERED. sA w a m c0i N FUTURE ROADWAY � " wL—os e M I w 9 to \ 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K �° M a ALLEY D o: 4 ! SHOWN FOR COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON Z ❑— — — 3 — ❑ ❑ _ 8" WATER M 30 ❑ , , S v ° ` 1 REFERENCE ONLY DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O — — — — — — 1 \ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED S S S S S❑ S ,�❑ — — — 1 1 w._ 1 ❑C LOT 10 "'I S I ❑S M❑S ❑S M S \ ❑� UNDER DRIVEWAYS OR SIDEWALKS. 5' UTILITY I 1 1 1 \ 1lk N ® 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K ESMT. (TYP) 1 I I I I I 1 \1 e\ 1 '� COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE °W I \ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED ° � � A A LOT 29 LOT 30 LOT 31 LOT 32 ILOT 33 LOT 34 LOT 35 LOT 36 I 1 � UNDER DRIVEWAYS OR SIDEWALKS. 1 1 1 LOT 43 \ 1 0 1 ' LOT 9 \� 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED ❑ LOTLOT 371 LOT 381 ILOT 391 1LOT 42 N \ , IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL 40 LOT 41 1 1 1 ` 1 ` REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. — R — —fR — �J I 1 I ` ` t 1 LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM I �R � o °o 1 1 `` soa ,1 U THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER _ PLAN. SPRAY IRRIGATION IF REQUIRED SHALL BE DESIGNED p � ®p I T I 1 ❑ ❑Rt� E AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. ❑ 1 � �N /TRACT EE �` ' J ❑ I ❑ ❑ ❑ ❑ 1' i `n �^ r v 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE —JR ❑ I I — R e m E OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. ° �R F� �R 1 � w ' MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED ,E � a . ° I I I —E ° `\ SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO E E E E � � � ' 1 ELECTRIC THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE TRACT GG e SITE LIGHTING ELECTRIC OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE (TYP.) REFER TO LINE (TYP.) 3oR� MT LOT 8 ❑ LINE (TYP.) WITHIN THE EASEMENT. LIGHTING PLANS ■ TWA \N WATER SERVICE (TYP.) ®� a � STO M � P ol, � ❑ ❑ \ ❑ g °\ � � I I 1 LOT 7 \ � TST, INC. N CONSULTING ENGINEERS ' ❑ ❑ ❑ I 1 LOT 44 \ 1 5' ' Whalers Way ❑ I 1 ` U�. � � Suitteo 200 Fort Collins BLOCK 8 SANITARY �` Colorado 80525 Phone: 970.226.0557 1 I I 1 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 461 LOT 45 1 ` , �SERVICE (TYP.) JOB N0. \ `o ILOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 LOT 53 LOT 52 LOT 6 1230.0009.00 I I 1 ° .� ° \ \ 1 ` `\ 1 ❑ o 01 . 1 a SCALE 1» = 30' � — S W DATE °o ❑ — S— S S , Iw. S �IIeL L— S — S — —S — — S — — S S S I I . — ° ❑ I of ' 30 0 30 60 SEPTEMBER 2024 ST to F- — — — I— S— — S — — SHEET �3N s 118 ❑ ❑ ❑ — = - - � LOT 5 WL-09 f-° g I scale 1"=30' feet J 46 of 224 SEE SHEET 49 N 1 � \ 1 \ 1 \ 1` 1 \\ 1 1 1 0 \ 1 cn 1 z it U \ \ LD \ 11LLJ 1 \ 1 � � 1 c w 1 OD- DRAWN BRB \ 1 1 \ WL-21 o \\ v ° a / CHECKED DAP WATER 1 ER DESIGNED BRB \ c ' 0 ' \ /� / FILENAME 1 0009—UTILITY L/QQ of � �` / � / Q Fps �• �, / y KEY MAP NOTES N . T. S. 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS TEMP 1 / � OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT.FUTURE HLINE R 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET EXTENSION HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR \ �' SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z GREATER SHALL BE INSTALLED. �o�oo, / 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO \ / ! CONSTRUCTION. (0 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO FACILITIES. > Z 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q UNLESS OTHERWISE NOTED. 0 J 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS 0. OTHERWISE NOTED. W 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D (n OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q F- 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q ACCORDANCE WITH DISTRICT REQUIREMENTS. > J 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ENCOUNTERED. FUTURE ROADWAY \ \ / �� / 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K Z SHOWN FOR \ \ / /� / COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON O REFERENCE ONLY \ / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON \ \ DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. \ / / 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED \ \ EX. 24" PRPA WATER / / AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. \ \ WATERLINE / / 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL MAINTENANCE CONSISTS OF SNOWPLOWING RAIL WITHIN THELOFMENT THE PAVED \ EX. ELCO 12" WATERLINE SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO TRIC \\ \ / /� �O / / THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE / OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE (TYP.) \� \ // o �c,�' / WITHIN THE EASEMENT. EX. ELECTRIC TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 / EX. WATERLINE SCALE 1" = 30' DATE SEPTEMBER 2024 EX. TELEPHONE 30 0 30 so — SHEET scale 1"-30' feet 47 of 224 SEE SHEET 45 N •.{{.,a,� ;;� ,.: I ® ® o y I SITE LIGHTING I LTJ I 1 T REFER TO I- -i L_ LIGHTING PLANS ELECTRIC tL ,;"• LINE LID #5 (TYP.) w Z OUTLET STRUCTURE LID #5 ~ / w ;t : " i SS-3A DIVERSION oCn ' STRUCTURE U' o // /. - *= `�,`:'•. ": 54" STORM SS-3A w LEI 1 tix a• " I o 4-7 b r ti i+' l gti�F< STREET Q ` ;i:-``�:;� a \ I o : Ld / %;9�F� LIGHT I TEMPORARY ' = s'ti,r,••, —� ~ '�} ~' •`•' �' I LOT 37 LOT 36 I Fs° (TYP.) EMERGENCY " '` ��!:. LOT 34 LOT 33 / " „��- : '°�ti� + \ I LOT 35 LOT 32 LOT 31 LOT 30 LOT 29 "' of LOT 59 ACCESS 't'">~ , .tiYt4 \ / ski: ,: . ?.� \ LOT 58 mi— ROAD �•..; rs WATER SERVICE (TYP.) N Q DRAWN I L �•; Y A ` I � i �:.. ti..tiJ BRB s Z - / EX. 21" SANITARY SEWER ~ o ''�"'''`*`' �` S _11V S S S S — S S S 00 IV) � I - - - - - - - - - - - - - - — - - - — - - - - - - 0 S CHECKED �+r.r`.'..•., ;*s{a,'y.;�' wyyi�:•+„+7•:. •`<v`i,.:t.,:,ti .l.:vp`a.�+.'� .S,.jt-•i�'r -. TRACT AA :,y .� ;.:a. — — — — — — -�_ — — �'�:.`:t� A:: ti ti' ::.•' •.;`:•_ ', � ..:..,y.l` °v ° � — DAP / • ALLEY�''ar-•y.„3`y'',ir^••..`s•�.,t.p}:r r.,,,t i 34r �,`"a:7x,+••2z�y:{.::ii:{W ,1•s•`•ri::`4,:,t`^k C / / l'„ ,,a J. ,•.'r�.a, ':g4.?{•y,..+.'?� `F•"i.ir IY aYA`.i_y ry:'•4.~i�•" �. :4.`.'+•F.t.r i•:g v ° ° ° v v - vI S� - •�; ,`,.:�y.�Y' ..:.i y'".:+. Y•.ti e,:;f:'F' :.'.is:i.-?'v•, .q.:g,;'•.. W� }}...f,:,,•_i, r ° °� ° ° i r,3N s o DESIGNED Gj •,� .s'.;4e. ix ;ti•;•:'.a•,•7• �. a `•x•.'.a.l.y v ° o ° ° ° ° o / .y�ty: .`sa. •.;a. Y. ;c4,;R .ti,, • ' ,ir' �•"•'01--5•?':,•`-sa.rti�:}: ° v '�QR 24a Gj •�q,�a'�a,.Y.�s`';i„r,L{ti``'+�f ��~`•'*:?rs.�';st•'t:..•1•''•`M Qi. ?;:..a,..,: i a.;. o � ° n s J- BRB r:. ,. ;,• : • z:;:zr '• �: ;;.� 'TRACT X ° Qo oR �` Of 1a :� tY,`,.'=a,:i1r .�5. i :t;.tc+`:,';+c•• ^1.;';s.� p FILENAME o — - - — - - — — 0009—UTILITY — �, — - - — S— S S S — - - - - / S S S _m —S S � — — S S p�p,00.LORE V4- /c ° — I I I a e a'. I • O`��GOBS i 0: • TRACT CCT 38 LOT 41 LOT 42 ST-3D � sT-3D �° ° I LOT 45 LOT 46 LOT 49 9 ILOT 60 LOT 61 L toNAL " STOR �/ 4" STO _ I LOT 39 I 1 I ° rn ,�` o I I LOT 40 LOT 44 I LOT 47 KEY MAP LOT 43 o I I NON—POT I LOT 48 14oe Row N . T. S. 0 BLOCK f SERVICE (TYP.) o I NOTES U' N °��. —_— —L IR R IR RJ L IR R IR IR R 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 _ IR R J w w �R PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE E . ► I I° I I� F e I �I NOTED AND/OR APPROVED BY THE DISTRICT. . d . ° e o v o em ° o o a4 0 °.o ° 2. — 150, C9 I I ALL NON POTABLE WATER MAINS SHALL BE CLASS 00 E DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS l ss—o3 Au` E E OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 91" STO M 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET mSTREET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN o LINES AND SERVICES. w c i LIGHT o o w w 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL N 3 �, (NP,) N SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR TEMP FH FOR _ _ _ o 0o ao FUTURE LINE ST-04 0 0 � coSHALL CENTER THE WATERLINE OVER THE CROSSING SUCH EXTENSION I m LJL42 $T RM MONTAVA AVE THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. WL-18 w ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z sT—o4 w w GREATER SHALL BE INSTALLED. - 12" WATER — ST-04 O I 42 STORM s STORM ST-04 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE L — — AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO m FI � 24" STORM W CONSTRUCTION. (�8 o E E` �, ' w �° AULT w W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO 9 of Z E E FACILITIES. 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q �► o l o T ® I — l -� I --�-1 I of p UNLESS OTHERWISE NOTED. J L� 21 21I 211 F �I 21 211 p — �, o w 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS m F �I �I N 4 OTHERWISE NOTED. W t U) 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D m I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q l BLOCK 9 I I I ELECTRIC I .e 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J I _ ACCORDANCE WITH DISTRICT REQUIREMENTS. TEMPORARY I I I LINE (TYP.) I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' �� TURNAROUND I LOT 12 LOT 9 LOT 8 LOT 5 LOT 4 I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ROW , LOT 1 LOT 20 LOT 19 LO ENCOUNTERED. LOT 10 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K Z LOT 11 LOT 7 LOT 6 LOT 3 LOT 2 COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON ,i.s..£"• 4.�.:.y1• k'S:. '`'t;'•' ti` I I I " O 1e�4.4 a:!.ti a :•s. :ti,.d.y•. 4:,..r •• :., I `` `• `y'x':` t��� ` �`°'rg'�'�`�{s}c ; ';- I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE 11 _�.'Y: ;'�.ri ; ; ,:�¢r;,,.�:F;;f:r.'ti:;; a+,.:... I I I •..-•z,: a.,::,•.�:: �:�,;>;••;,:;. .;,. }. r:.�."'-• WATER SERVICE (TYP.) I SANITARY W LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED •�, r:i 7:tit*�....: '„`.�i;4`i; .<•YF..p'zy?",�,'LY:.�:r.V!!, t,.. SERVICE I ,''+:E:•ssa '•A's i°'n+.h.. `:hr .`.},..T,,.;;••:;�:•,•'-. JrS;•' ¢ .;. TYP.) � _ r• •-� .�,. „•�;•,.• :..._:r;,' :..i,•r,,�,�,, UNDER DRIVEWAYS OR SIDEWALKS. :y,... ;s:•::.:.4• `•'.:'.�..,M1r:•?a i..i+:•�!t :;..• .`.y if.;`,,r,. '•:iK`i'•- S` �/ — S S S �'w I .;��:: "� ry}�s'_ ; :s:^ .`.'}; ::y'�.J:.54'•` ' �;:�:_ — — yL — — — S S S I 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K — — — — S COPPER ON SINGLE METE PIT AND 1 TYPE— COPPER ON J ti ti, M.,r i•,{ S y{5 : 1`14�,'.F..t `" l l 11 - III — — S R A R A K R ''"y;4:F' '{•a4..;��_•'�,.,ti,,ta:�;��h` ..•.[i,:.?a:"a-i.�`•:�.stic.g..°.`.•a„�:w:,,+;• — _1IV aY. 4 '' sti':�i ° t tia;x'tir s�...c:.i.•7rrti� ?y';ti�+a.n•.,,�>ata.,,,,.k;r4�',`••-,:'�'. ° ~ , - V '`'•f •iT.,'y, '� ,.:•'�,' ,.;;�.`.t';' `x" :y}•• L `y;^}.:.E.ti t? �a- „ o ° ° . ° ,� ST DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE �- I 6 ,$. �•x'r. -,ty q•,•ay �} ; a4,._,4. .;.•..: .e"^. = i B ° � 1.••1•.+".rh`i,py.`•s':,.•y. ;'; ;a+tg"•� .,ti..,.{'ici�i.,:?ti.sS:'ti:, r.;', ,•Sr .4.u:,,,. s _ V SS-1A ;:� .:,"t:',{t{ ,.t.::~".rY":` i.?,.'v.:i.✓;.j•,n;•.;r.{,'•b •j+:r•e}•:5:1 i .,•.>_''$ `w.i3 '�". 'J W ° '��� 24 o w a S _ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED :� k';•:t ;�t,:; �. •:, a W 8 SEWER TO 5`+�.:. •} 1. •L, • � ° ;�. .F.•. •.+ ..�. . . ,ti'� :►_>;:.i}.r•.,,,:�:::•.•...,.'•:t,*;�::Y :y ° � _o ° - v ° UNDER DRIVEWAYS OR SIDEWALKS. >•,k" . a...�a. ks.. . . ,_ ti�:�, . ;) :f'^.,. 11 °ALLEY Av Q a +.�.y: : p, ,� .}: 4' }H: +:yhl„k"*+` tiar?t"•{, ~Y+'34-t•"� •.hnr<.Y: a ° o ° ® 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IJ' I ,:;.+ .c... ,�:;,.,:,.tia..}.:,tea: r.. rk..p:.,•,. ,.,:,,:�.. ;�. t,, � ° WL-16° I ,.+w•.4.. i t,r a.•.p- �.ti4'.'.{`7�; .R:7.M1,:.}:' ..rw•.�•i}.�.�:.n+:: •''i•i 7-•'�^°;`"'M1 s• ° v o — $ — — ° IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL I �:, '"t`s4 tip. ,',:r' ;:a4 ^?y:,�,a•1tir; :.s?;,5 s•is S WATER — — — — — — REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. v. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM fT��IrI/ ••`-'�`:"" 1•••'"'`�''' `r' �'`•��;.;a''.��`:`tt'�'`,e.� :"``:'• / THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER III I •y`'„�.•�.y �. .. r'�.+ :.+ , ,,...I,;:.i . w j i '+;::_,;,�_,,; ..;>. .;�::; ;;,,�_ ;; ;.. �� .-:� 4:�-•' I I L_ PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED ,yj.•q,..: J.,�'d°T,:.'4,1.9:ry`�:.L�'Sy,.'tJ sue:.#t,4",{: .•. J I/ '•ti%M, k'+•5•b. Y ^+t~`•'{•••• «• 5 ' ° AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. ROW ''III MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED j I I 8 SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO — THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE a o I o OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. LL w o i I Q TST, INC. TRACT JJ I co CONSULTING ENGINEERS j II � / ^ 748 Whalers Way r w Suite 200 Fort Collins Colorado 80525 3; Phone: 970.226.0557 / i I o JOB No. 1230.0009.00 SCALE I „ — ,1 — 30 II O w I I DATE CtfL m I TRACT II D 30 0 30 so SEPTEMBER 2024 / Ld I "— SHEET IV I scale 1 —30 feet 48 0f 224 SEE SHEET 50 SEE SHEET 46 N ak /TRACT EE r� �RR�— �IRF� 1---�1R � cL r� E `o E °. w o ELECTRIC z a- TRACTGG d SITE LIGHTING ELECTRIC 30' ELC0 .� �( � LOT 8 LINE (TYP.) w > I (TYP.) REFER TO LINE (TYP.) R ESM LIGHTING PLANS WATER SERVICE (TYP.) LU SS-3A + � I ° ® � 1 LOT 7 aL - - - dL- I I I II I I I I ► I , N , , — 1 1 LOT 44 1 5 _ Ld 1 L, o q a 1 E. 'SANITARY o 0 BLOCK 8 LOT 51 LOT 50 LOT 49 I 1 LOT 46 I ` s 1 J 1 I 1 1 1 I LOT 48 LOT 47 1 LOT 45 1 1 1 0 ° SERVICE (TYP.) 1 LOT 6 m � + LOT 59 LOT 58 LOT 57 LOT 561 LOT 55 LOT 54 LOT 53 LOT 52 I I 1 1 ` o eo <; , m � 1 , _ � DRAWN z I 1 1 1 I 1 1 S 'o I BRB - - - - S - S_ _ S - ► . S S S 1 I I I s _ - — — CHECKED W — -W� — — JKIaL —S — S S S I ° I o� , � � DAP sT - ° - - � �� — � — — - - — S — — S— — S — o �3N s ° I I LOT 5 DESIGNED V o ¢ T o w vdL-o9 U g N BRB Of v a a JW m ss ALL' D° c� 0 8 WATER v v w TRACT D D° I I FILENAME 0009—UTILITY a 8JJ S RM b M 3, fill I ° S S S S — — — — — — °J — —- — LOT 4 '�' p0 L/C S S S S S A� S S �VI l� — — — — — — — — — — I — — — p�P.••••. 1 1 1 I S S �VI S S S S I° RE �GJP,�p� I PQQ �G SITE LIGHTING �p�� G0� 1 1 1 LOT 3 TYP. REF e� O• 1 BLOCK 8 11 � " I° I 1 ( ) ER TO LOT 60 1 I I I LIGHTING PLANS �0� ......••�G� LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 66 LOT 6•TRACT HH,OT 68 LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 74 LOT 75 LOT 76Ico, til I m /ONAL E 1 LOT 2 I> IN KEY MAP 30' ELCO 1 I N . T. S. 1 1 I WATER ESMT m NOTES NON—POT '� SERVICE (TYP.) I I } 1 I 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 — R— — _ _ I N LOT 1 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE — — — I — — — — NOTED AND/OR APPROVED BY THE DISTRICT. I -d I IR— v } — — ° r'� 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 ° l I PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS E f ° I� o 0 I I DR18 E ' OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. :.�••} .,• •}f t'� 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET Ey :, } .:>'. �i, }...�. ••', :� TEMPORARY t"K,`, ` ' .,}�• HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN :;:._w • 4 R:r;;i`:::. :`�"�'"'�`7s •' °�} �` TURNAROUND / LINES AND SERVICES. ::� :�" .•;;�, '' % ! / 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL W ,T~."`J y'iS ,,:•Ja Rr:w •♦ `l :.t,.'• Y. r++'ti 5w;,a}tX STREET �•,•:t',+"y.;�'::�;'. . :cv,; ;::,: ,:,:� .,.. . ,,.;-•:: {.. „ ; �•:yJ' . ;:};: •a•.• ; t"�•':. / SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR STREET <_<, ,'.;. • .,...:;::•. :�,'•.,'y !'k.•_ •;,••i.: •....,j i:;�._.. .;y-.i`. �.'.::':S Tc+!Y'•i't•ti':t�,:r.'} LIGHT '- "'' = �' --"= ,u.,'•. / SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH ( LIGHT ;?=• ',,.< ;.,�.. '.:a. , a ,,-�:-{;•,.--- ..:•- — — — TYP.) -�p -'�'`�{`�� � ?�,`t ,°''° r '` '.:: y' � • THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. lr 'ark'} '-7''•':''':t�j.�,..,",��,�a{ .Ati•,; ,� cy..•a:id• '':a,_,',.,.y rS�.•` / o (TYP.) _ :':" z••' '"k"5'''t' •� ' a' r L;i:ia`':tn Y, / ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR ♦a 1 a. MONTAVA AVE ,. .i s�.$.,a.,.�. tti x �i° .;',; ° Y' :'Y:�''�°"=a�.,:•:�: .r s A'':� `•' -�''t'''•'.- :'-: ` d'.F " / GREATER SHALL BE INSTALLED. ELECTRIC 'p:`. .•; ,'. r..4,::�4s titiz�s•..irt `}i�'.'.8" < LINE (TYP.) "'4''` '' 'a::�v: •. .. :_ "'� I p 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO •r`w:e°•:ea'- ••_ •-;-::_-'- .`e 4s' ..,i.;' {i.+Pri;t;" ,ti:. H = _' -- : ,<<�-µ -:. `:..�a::,.r:a;..::s:`•;�:�'�r ....,..,,:,;:•;�r.,;:.z.,,�., I � CONSTRUCTION. ;"`' "§'tiy: '":_=}`; =2 ' W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO 1 FACILITIES. v •�t*;;,e , F J ••d W to ;., ,.. -:--¢. L y'•� `'.r,`- �?vw.. ::,., •µ'S1 i yr' ya v,,: !i+: !;,;.�.+.�:�;k;{• / /J 7 MAIN LINE SHALL BE SWIVEL TEES ,a tr a::h. ~ , ,c•,.' a `'t''+'-: ALL HYDRANT TEES ON THE Q W ..* } �:;:•.. .,, ";.;;' , ir~ / UNLESS OTHERWISE NOTED. 0 E ••°�"::�,.•. .`,� r '' • ;•�•'..`.i•::•'S:°• / ' 8. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS / OTHERWISE NOTED. W 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS FUTURE ENOWN FOR // OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO 1°° N LOT 3 PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. 1 I 1 1 1 1 1 I I REFERENCE ONLY ' 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q J BLOCK 10 I 1 1 `I o °° I v �� / /� ACCORDANCE WITH DISTRICT REQUIREMENTS. 1 I I 1 1 1 1 1 1 I I j 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q r 1 / ENCOUNTERED. LOT 20 LOT 19 LOT 18 LOT 171 ILOT 16 LOT 15 LOT 14 LOT 1 _'TRACT LL_OT 121 1 LOT 111 ILOT 10 IN LOT 2 '> % LOT 9 I I LOT 8 I I LOT 7 LOT 6 1 LOT 5 LOT 4 I I` 30' EL I �� / p 12. ALL POTABLE WATER SERVICES SHALL BE 3/4--TYPE—K Z ( WATER ESMT 1 BLOCK 10 ��o o ��- COPPER ON A SINGLE METER PIT AND 1 TYPE K COPPER ON SANITARY 1 I I I I I 1 I ��o / �� DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O 1 1 1 1 TARY I I I / �� LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED SERVICE (TYP.)1 cn LOT 1 / �� �� ��O �� UNDER DRIVEWAYS OR SIDEWALKS.I I WATER SERVICE (TYP.) �° I / / 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K W / COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON oR S -W_ S S— — S I— — — S — W_ — S + S— W_ —S S S _ _ S _ I _ _S I I I >1� / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE — ° I— �SS�— �S� — S�— —S O� o Ss— — — 5,d o ® ° /� /�� /y LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED C., W J / % UNDER DRIVEWAYS OR SIDEWALKS. e ° �° w o SE ERw v �ss—o / 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED ° o 1° U.E. '> ° ALLEY B 8 SEWER o / IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL a 8.J WATER a ° g / 0 0 I / o / REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. WL-116— — — — — — — — _ _ _ I / > LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED „Y.'•J.� ..i f�:,�:r,'J•�t � � �e•4} ° '1•J• f.t.F;i,f}:.y i•Y••It: :,�•i. +t:•�, t;.; : ` s',;� •' `.� ', ,:,-.,y>'s�:4`$7::,t / o ly / / AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. t�Aw.° ,r ..:>;•. ,y`.:.k r -:_�.,,•:�.s� pt,',• '> / 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE >..�, c'+ ,' ti S'�.yR�'t 4 .i iSr•.i mil'a �� '•�" / / h.A'.�••• / OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. • �: ~ems / MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED -6 '•,h,Y:F��' Yt'.is•. :':5,.'.u:f•a•f {,•. SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO ••"'. ire •. ;X. .+.5.:..c::�:'::!`•43�tt,'.:a: °" THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE "A�yrx'•r TEMPORARY OF THE TRAIL AND ALL OTHER LANDSCAPING MAINTENANCE EMERGENCY 3'�;` v; :•�;; :,x" / WITHIN THE EASEMENT. ..�.,.•,t:...�:�': ',� ACCESS ;�.•';"'� y~'p'YF�9y'iLY': '�, •�,.;:.:�.:,t.:;.�..', ROAD w:4°'�;:`t•�;s:'z:..'t.�,:t. ,���'� �� / -"ti�•i:'•S~ ;°:a''4 s1r� M1�,-M1`.�:..,i S.N1�:',ry.'S:,'!:' / / / g ;.y:••1 i.,:A..J:Jy.,ti ,•4J+A J,.54 ,r al'..,.. \ •'� 4.•ht X'. !:. j:.;:?::.ate:.,. / ,( Y f,���.,y�k:•.ry y k!,'L .C:M1't'.•`.i"rJ°nh.•;L>e`i?ti*. . ` / TRACT KK ; -�:,y7� • ,.i r,4 ti`•ar` .Fa•.?4; ` / � �� / TST, INC. CONSULTING ENGINEERS ,..f•.• s,;,,;'tyl':�y9 V. •.1'�.,-i.i1^„ •:1:1A/Y�y• / /� '.1::::wry,`°''L<,' •'C•. ..4wli '`'4 '•.JS / 748 Whalers Way "�}°"�,, :'�ti`.: ti:•�a�<. ; `� / �O / / Suite 200 Fort Collins 0. �'• x,.•l:'°�' '� / Colorado 80525 / Phone: 970.226.0557 ,tJ.�';`a 4.4�{`}.. .',y'•:tom„''.•�:t•.::,�.,�i' '+ / l / JOB N0. }} / 1230.0009.00 ,�•�.,•:ytt.�:y_i:r;N`'. ,r.;t,.ki':L,.'' :tw:•-at_rL SCALE 2yei�.,y,:ti A"ar: •:.i?ixa.yt.�>itq'.vJ=:J':4,. / / 3•..,`, !, ti:,�'?:1� ,:fit ! •",;,'.• r;yt<, 5:•t�'° / ,ta :?:''� ti:t ti .�:}.• t, > . / DATE -.4 _°•,:�. J;' {`'>•• :, , • / o / y SEPTEM BER 2024 30 0 30 60 ::Ya"t'-+: •rL r'k",•`'t:�'44 X{:`:.r.. SHEET •*„• • :y.,,.a,:: / f � / scale 1 =30 feet » 49 of 224 / SEE SHEET 53 SEE SHEET 47 N 1 \ m / E \ \ EX. 24" PRPA WATERLINE /N E TRACT EE , EX. ELCO 12" WATERLINE / / / Z / o 1 1 ELECTRIC 30i El �1 LOT 8 LINE (TYP.) EX. ELECTRIC / p� y // o WATER SERVICE (TYP.) LLI e LOT 7 1 LOT Ld 44 1` 1 E• SANITARY ' �' / y , / / o 46I I LOT 45 1 1 1 SERVICE (TYP.) 11 LOT 6 / EX. WATERLINE 0° DRAWN BRB /S CHECKED I y EX. TELEPHONE DAP �- LOT 5 DESIGNED oR ° 9 e I Icn m // Y / BRB U I W ce TRACT DID 5,1 FILENAME M Q, ° ° s t U.E. / �o / / 0009_UTILITY LOT 4 m / /� / / Q L/ I° k� LOT 3 r, SITE LIGHTING BLOCK 8 I W I° ► (TYP.) REFER TO ......•• LIGHTING PLANS / ''� � ` � � / / 0'� •Gam'' 00 I I m /! / / /ONAL E� 73 LOT 74 LOT 75 LOT 76 i o°I> �n LOT 2 // /- // // KEY MAP 30' ELCO I I / / ' // NOTES I V .�I T. S. I T WATER ESMT'�I to I IN \EGG' y / 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 UNLESS OTHERWISE I I LOT 1 / PVC, BURIED WITH 5 TO 6 FEET OF COVER — I — —I-RR— // n' G`pp , // NOTED AND/OR APPROVED BY THE DISTRICT. m �0 1 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS f I° I I "• / '' /� / / OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. TEMPORARY / y ,i:t• ;' r�.. t } .� 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN ```'''�'''''` TURNAROUND LINES AND SERVICES. VW. .a r ., a•1 1-:Y ^, 'n_ v, ,l� r s .s t�--�:_'_is..`"S •}t-..•w4 a'� / /� :`s'�'Rr•�'irr4:r1 ":"4"'r"'v`' `' ''' vY' 'r- ?";'a `� / / / 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL STREET `' `' '` ` '�: i. i4e i`,�~ t6:',=�' �Y tiAt;`~;Y}{: : / SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR LIGHT �,'�§:; w} `�f,,',' ' � '' g '° `i:`e -~�=�" // / / SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH •'1• iJ,:}4•: „w.i Y�•`:�15,.5?:a."..•+•• �i ,. �"f ti�','W a'`x,n / 'y-•u•.+•,t.k stiff.'" .f•., .L.e Y(i., .+•)��P:r+.1 S• }:.....,:'.. (TYP.) MONTAVA ro,; ;1 :•:1;7•.eil'�. �•';:. _.':••;.. '.', }ram rti°' x•,"�,r. — / ' /� y / THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. AVE {�'.. ,. :"•.vy{,o}!'<~•+�.,: ";' is i }",':"1 i..,:'4f' 4fj.. / a a WITH A A 18 — Z '`'`•:' / / / GREATER SHALL BE INSTALLED. f'.,,..aa ..w•.Z"'S. . „ .;� .;• till•. s. c:.__ - •'' ,� �h�'�' .,.��•;�«8 WATER'" ,�•,..r;.k,. • �r.::.�:._ - I / =`V`5,•"'�` '� 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE 0 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO _ ''a.�- ---- �:�=' --;ra. `e s`y'ii...' 1't'�y,a't•y r•.'?;:'a,:.,.t.:. I r = vL :: f •.xis'+.;..� ;;r, + ,.,r,;..x .�;a,,:. ;� a / CONSTRUCTION. W •;�{.;hay_s-,\`:,,rS',;5, 5;:e4 Y',,aJ : ,"..:.: 1 1�.. A..v..y,:�/ti�1.:14'-v.•e t:"1, / W J k 1.:1 r,,..;4.••�i'. ,.., ?n1 i.t •. t ,tea• ..2. / / / ,,y .�',� ;�,,';�:•t• •°�;,, ;i.�: ;'„.., �•�r.,;��':�;;. J ,,� 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO Z FACILITIES. �.}�1 .iY.;"r:'"}- - .•Y,' "r:Iry'y.'--_ -i.,."..k.`,::.ti.'•s�:r.1M� ..ti.•y+' tid:..;ls'a•i'>ti ..y i °. •t5f`l: •,r k:�s s•,'... ,_,;•..,,.�;: �.�:� ;;;�c,�,;,�?.•, �; v�;�,., .,.�.=. ,.,tip,.,. / , ,,� / 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES UNLESS OTHERWISE NOTED. 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS m OTHERWISE NOTED. o� .. . .r.., .. _ — r FUTURE ROADWAY / ��o / / / 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D / OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO SHOWN w FOR / �� /� / / PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. LOT 3 REFERENCE ONLY // ,�� / 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J Fo / ACCORDANCE WITH DISTRICT REQUIREMENTS. n' /� /y // 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' f I I I 1 i // � � // UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ENCOUNTERED. LOT 4 I I N LOT 2 / /moo ELCOp % y / / // 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K Z LOT 6 I I LOT 5 I I ' ' COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON I WATER ESMT � BLOCK 10 o w � Cl) � // � ��� / 0 91 ° 9 / / \� / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE ¢° I / o \pp /y // LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED I e IN LOT 1 // �� / G UNDER DRIVEWAYS OR SIDEWALKS. 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON S d ® /� / / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE — �S� — — — —S — ° 5, // ��o / / LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED U.E. UNDER DRIVEWAYS OR SIDEWALKS. 'ss-01 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED s" SEWER ° // / // IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER rPLAN. SPRAY ATION, IF REQUIRED, SHALL BE DESIGNED O Y•�• . :}a•a ;,,,y �,.�:•, Y. / AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE .a.t :;,` , ,;�;'•' / / // OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED {f"' / o y SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO TEMPORARY '''~ ,,.'.y.,,�. ':• / / / THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE EMERGENCY , � �"=`:s",{ a '' / ;••.'�f� ; . f : / / �y / / / OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE ACCESS .-'�° �''�'� F:;�a 3' / / WITHIN THE EASEMENT. ROAD q.y,.�. :t...:;•_.a,�, ;,=• / ��o� /� / TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 :.s: ';;�' : :e:::•° s:•• / / / / // Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1" 30' DATE SEPTEMBER 2024 o 30 30 60 SHEET scale 1"=30' feet 50 of 224 SEE SHEET 53 SEE SHEET 48 N 0 e �� / �8"ST R ST—4B c!� m / �o z 36" STOR O 0 m 5 o w TEMP FH FOR FUTURE LINE �`' �o _ EXTENSION o LLJ I ST-04 04 �_54VSTOI 1 m U I DRAWN = BRB Cn CHECKED IL W DAP DESIGNED BRB FILENAME / / I 0009-UTILITY / EX. 21" SANITARY SEWER J I pp0 L/c �X �- I I TEMP FH FOR � :.• � JP � I I FUTURE LINE V: QUO GAO I � I EXTENSION I I S�ONAL w KEY MAP I I � w , N N . T. S. NOTES I II 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE II NOTED AND/OR APPROVED BY THE DISTRICT.2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR II SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH (,n I THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z GREATER SHALL BE INSTALLED. II I 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO n I CONSTRUCTION. (0 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO Z FACILITIES. 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q cn I UNLESS OTHERWISE NOTED. 0 0 J 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESSIn 0. OTHERWISE NOTED. � W 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS I I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n n I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q ACCORDANCE WITH DISTRICT REQUIREMENTS. > J II II 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' U UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS U I ENCOUNTERED. II I 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K Z COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON O DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED II UNDER DRIVEWAYS OR SIDEWALKS. 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE U I 7s,, S\0 LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER SIDEWALKS. II I S��F� 14. LANDSCAPI GWAYS WITHINRTHE RAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL w REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. o LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM N THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER N Cn PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Ln AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL RAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED II I SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO H THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE EX• 20, W OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE gO 'FLDER SANITAT STRESMT• WITHIN THE EASEMENT. DIIC I U' I W I I I EX. 21" SANITARY SEWER INC. I TST, I U� I CONSULTING ENGINEERS I I 748 Whalers Way I I SS-01 Suite 200 Fort Collins I I Colorado 15" SEWER Phone: 970.226 0557 I I I � I roe No.SCALE 1230.0009.00 I I I II 1" = 30' II � I DATE SEPTEMBER 2024 I I 30 0 30 60 SHEET I I scale 1"=30' feet 51 of 224 SEE SHEET 54 SEE SHEET 48 N •-t xa y? `ems , V. i 60! ROW 04 I'I ` 3 o I oII _ LLJ LLJ W oLLI cr I � Q _ .N 00 w LIJ I TRACT JJ Lli ,� l I Q o 0 W Q I r Of I ~ DRAWN m Q TRACT II o BRB / f Ld i I CHECKED DAP DESIGNED BRB FILENAME JJ� L I ° 0009-UTILITY F — — — 60' Lac I ROW O�;• RE r I w I I TEMP FH FOR FUTURE LINE I EXTENSION L — — — 8 ° " WATER •• � III I ; I L - - - At- 77 KEY MAP I I - NOTES N . T. S. I IF f' I 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 Ld I - PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE sT, I NOTED AND/OR APPROVED BY THE DISTRICT. 78„ 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 \� Is,TOR ST-4B M -7- 7- TEMP FH FOR o _ DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS�36 STo I I I FUTURE LINE OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. `w m I I I I � 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET EXTENSION — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ � HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN T F T — _ _ _ LINES AND SERVICES. TEMP FH FOR - - 1- — — _ — - - - - _ - 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR FUTURE LINE EXTENSION m � w - SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH �_ N- _ _ - `� Q THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. - -�— � ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z — - SS-01 _ _ GREATER SHALL BE INSTALLED. rn 8" SEWS r� 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE _ O R AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO� wL-01 GOODHEART DR (FUTURE) � ss_ \ ST-04 j 12" WATER —op 01 — H CONSTRUCTION. (� o co W 6. NO TREES SHALL BE LOCATED WITHIN 10-FEET OF ELCO FACILITIES. 54" STOR ST 4A r7 8" SEWER \ \ W Z j 3 3 30" sTORM \3 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q W ""I" — UNLESS OTHERWISE NOTED. 0 J I F 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. m W 0. 9. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS D s, >_ — — `�_ � 8•-s 07 0 \ � ,� OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE - - - 1 - - - -I- - - - - - - - - - _ _ _ _ _ _ _ FwFR \ PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q - - - - - - - - - - - - - - _ _ o 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. > J 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 00 \ UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ENCOUNTERED. \ 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K TEMP FH FOR Z FUTURE LINE \ \ \ \ COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON � \ \ � � \ ° o�� \\EXTENSION m ss, \ DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O �e \ \\ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS.13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K \\ COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON a \ DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE W \ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED \ ° UNDER DRIVEWAYS OR SIDEWALKS. N n \ l° 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED \ a 7�. \07 IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q`z- REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. A LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM \ �o� lb� THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. \ N' 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE Co0�y OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. \ MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED \ F SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO \ ° THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE \ OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE \ WITHIN THE EASEMENT. TST, INC. \ \� CONSULTING ENGINEERS \ o^ 748 Whalers Way Suite 200 Fort Collins Colorado 80525 5� Phone: 970.226.0557 i JOB NO. 1230.0009.00 SCALE 1" = 30' / DATE SEPTEMBER 2024 30 0 30 60 SHEET / scale 1"=30' feet 52 of 224 SEE SHEET 49 N o .}i:.'�•'+5:,'Z::.:ti•3:k' - .).• .. iFJnil:.;;v'•`a i!��..p,..�..:.• / O TEMPORARY : EMERGENCY z;;, .i4.,1Yih y.9{.�V .yw O ACCESS ROAD ;;�: k,,, ,::��:t• , �o,� \ /cam / �; w 1` ,L. 1 ' i.ti,•'': 'ti lr4:'1, }'':•'.•`, Jy.iS� / �1 4.y:#'t•'yrv:• fi' 5: ,a•:',..M1':4i,: / / L5L/J •J-i4 M1a.::{•.�-'.:y. ••r5ry''-v's•a,:~•i,i +++i,,5s / � ' g :'•,i::.Y...:a,.4.�.R M1_:,..aaM1.r:ry.'?i?. `•.ii'�' / / TRACT KKLLJ ly 'kti.l.+f._i i��'?`;•i•..%�.°�. ,ati in.«:jam.�:e{-t�:y:.�::�+,a; ` / y �- 'ti+,a.�YS.}'"�`-f Y'1`'i`;��i•x�•r •stii+ySA.:"•,',+•`•iti rt.4: .+rs,.}.. / � / m .i',i•`,•�..: � .:iiii:.::airy.:'.•} ;.J..n•':ar?•r`•ti i'rs.-1..:i`ir:•:* � / P •:R�.J :r} s44,+,':.,•,", ^V •,i..v ti:}:ii S 4cS, / / / `;}':.^. •. :: �.,..:".4.','"r,;:'' ..•::=s:t�:;y / DRAWN •:i:':':.!.'4r~i•`.y''+[..it•. ::Hti..`�.i>^�..1. ti..::.,�tv.�+ / BRB .i ri:5: Lh•,}''4 a..iu_i:�H a2 '4: ,�yx / ' :�L°!iq"`:,3:; `"` ��:4s i'r•��`v::k'::xa`'";": / '> /� / / CHECKED •1i:.7:;`,=vy aai4;, :Y.�; Y gar•ti..,J.�.'T.l,'�` '..�.{ n.• � � / DAP •:•liJ y•. ...:t:.:' i.5�• / / � DESIGNED BRB FILENAME o / / 0009_UTILITY ly At- KEY MAP v N . T. S. FUTURE ROADWAY NOTES SHOWN FOR y /REFERENCE ONLY 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS / OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN y / LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL EX. 24" PRPA WATERLINE // SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. EX. ELCO 12" WATERLINE ' / ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z GREATER SHALL BE INSTALLED. O 04 / /� / / / 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE U) // / / AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO H , / CONSTRUCTION. (� 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO W Z FACILITIES. 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q W EX. ELECTRIC / / UNLESS OTHERWISE NOTED. 0 J/ / / // 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS 0. ' y / \ OTHERWISE NOTED. W ' / \ ✓ \ 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D co OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J ACCORDANCE WITH DISTRICT REQUIREMENTS. / y , 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' F- / " WATERLINE UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q \ / / SERVICE >` ENCOUNTERED. 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O EX. TELEPHONE / LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K COPPER ON A SINGLE METER PIT AND 1 TYPE-K COPPER ON / /' / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED TEMP FH FOR / / UNDER DRIVEWAYS OR SIDEWALKS. FUTURE LINE // / 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED l EXTENSION // / / / / , / IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. ,ry o, LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER ^ \ // / /y / PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED ��\ • cooDy ° �' y /' � \ � / SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. ly TS INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226 0557 JOB N0. TEMP FH FOR / 1230.0009.00 FUTURE LINE \ SCALE EXTENSION 1" = 30' / y DATE SEPTEMBER 2024 30 0 30 60 SHEET scale 1"=30' feet 53 of 224 SEE SHEET 51 N I , I , I I I I I 0 I I I I LD I I CO o I II I I n I I I I I I I I I Up LU I I Q I I , I , m I I m I I DRAWN I I BRB CHECKED moo, DAP I I DESIGNED BRB I I FILENAME I IIUjN 0009-UTILITY I I p.DO L/c I II e IRE O GOBS o. EX. 20 BOXELD ION �• SPNITA SMT � G DISTRICT E S/ONAL� KEY aAP I I I I EX. 21" SANITARY SEWER NOTES N . T. S. I, U� I 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE SS-01 NOTED AND/OR APPROVED BY THE DISTRICT. 15" SEWER 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS Ui I OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET II HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z I GREATER SHALL BE INSTALLED. f' I 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO II CONSTRUCTION. (� 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO Z II FACILITIES. 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q UNLESS OTHERWISE NOTED. 0 J 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS In 0. OTHERWISE NOTED. W U I 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D co OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q ACCORDANCE WITH DISTRICT REQUIREMENTS. J I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q II ENCOUNTERED. 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K Z I I COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON O I I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. U� II 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K I COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED cn II UNDER DRIVEWAYS OR SIDEWALKS.U I 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. o I II LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER U I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED O I I AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. \ I 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE i I OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. `0 EX. 24" PRPA WATERLINE MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE �o I OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. \\ EX. ELECTRIC TRACT QQ \ \ I vI \ \ o cn I 03i TST, INC. CONSULTING ENGINEERS O, 748 Whalers Way Suite 200 Fort Collins Colorado 80525 00 I Phone: 970.226.0557 \ Imo roe No. 1230.0009.00 SCALE 1" = 30' \ I EX. 12" ELCO WATERLINE �I � DATESEPTEMBER 2024 \ \ 30 0 30 60 � \ \ SHEET � \ /,-\ � scale 1"=30' feet 54 of 224 SEE SHEET 55 SEE SHEET 54 N TRACT QQ o Ld LLJ / o � / C)/ � m DRAWN BRB CHECKED � DAP DESIGNED BRB FILENAME 0009-UTILITY � KEY MAP At - NOTES�\ N N . T. S.o s 1. ALL POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. \ / / 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET \ \ / \ / HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL �o �, o o / o G!\ EX. 24 PRPA WATERLINE / SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. \ ��G \ EX. 12" / // ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18 FEET, OR Z ,1,\ �o ELCO WATERLINE/ / / GREATER SHALL BE INSTALLED. �i 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O �/� L°' AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. �° / O �` ' 6. NO TREES SHALL BE LOCATED WITHIN 10-FEET OF ELCO FACILITIES. > Z 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES o EX. ELECTRIC EX. EL O / UNLESS OTHERWISE NOTED. 0 0 GJ� TRIC ELECTRIC / "� � J / 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS 0. OTHERWISE NOTED. W o o / 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q ACCORDANCE WITH DISTRICT REQUIREMENTS. > J EX. 24" PRPA WATERLINE 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' / / / UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q\ ENCOUNTERED. 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K Z COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED / EX. 24" ELCO/NWCWD WATERLINE \ ° / UNDER DRIVEWAYS OR SIDEWALKS. � / �� � EX. FIBER OPTIC 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K \ / COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED \ \ / UNDER DRIVEWAYS OR SIDEWALKS. \ 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED \\ 0 o �o / // IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL w� o / REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER �o y� PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE \ oy o OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED \ / > SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO o THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE FD /' OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE \ O / WITHIN THE EASEMENT. INC. CONSULTING ENGINEERS 748 Whalers Way / < Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. / \ 1230.0009.00� SCALE 1„ = 30' / / \ DATE SEPTEMBER 2024 / \ 30 0 30 60 SHEET / ti� scale 1"=30' feet 55 of 224 Z O H UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS o SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE z INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS 0 (n w 1.5'-2.5' FROM 1.5'-7.8' FROM 1.5'-8.5' FROM w DRIVEWAY DRIVEWAY DRIVEWAY o' VARIES 1.5' - 3.0' VARIES 1.5' - 3.0' VARIES 1.5' - 3.0' 1.5'-7.5' FROM 1.5'-7.5' FROM 1.5'-7.5' FROM 1.5'-7.5' FROM OFF PROPERTY 1.0' FROM 1.0' FROM OFF PROPERTY DRIVEWAY DRIVEWAY OFF PROPERTY DRIVEWAY DRIVEWAY LINE. REFER TO DRIVEWAY DRIVEWAY LINE. REFER TO LINE. REFER TO UTILITY PLANS. UTILITY PLANS. UTILITY PLANS. LLEY C.L ALLEY C.L. ALLEY C.L. ALLEY C.L. ALLEY C.L. AUFY C.L. ALLEY C.L. ALLEY C.L. ALLEY C.L. Cr Ld W Z 22'MIN.LOT z i 21'MIN.LOT z LLLI Z_ 28'MIN.LOT 27'MIN.LOT W' _ _ _ _ i i z W Z_ 24'MIN.LOT z i 27'MIN.LOT i 18'BUILDABLE 16'LOT/BUILDABLE 18'BUILDABLE 5' ~ J g' 22'BUILDABLE 22'LOT/BUILDABLE 22'BUILDABLE 5' H J 22'BUILDABLE 22'LOT/BUILDABLE 2 22'BUILDABLE 5' Q S.B. S.B. Q S.B. S.B. Q 2'S.B. OMIN. 4' 9' 3' 3' 9' 3' 3' 9' 4' MIN. �i O MIN. 3' 18' 3' 3' 18' 3' 3' 18' 3' MIN. F O MIN. 3• 16' 3' 3' 18' 3' 3' 18' 3' MIN. H n O i� i� N O h i� w O ( n� ni L� n? v,? ni W a WZZ LL LLI w � I I S: ow LLI 0 S S INIII, N N N DRAWN 00 o BRB >; CHECKED 309 � Ld 0 DAP 4! J m J m S m p N m N m N W W DESIGNED o COURTYARD COURTYARD COURTYARD BRB � � Y WJ FILENAME o PORCH ABOVE r T PORCH ABOVE PORCH ABOVE 0009_UTILITY LOT TYPICALS 9 s 9 9 s 5 m � m 0 L/c IRE ♦\l P r SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - 22FT SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED COMPACT LENGTH UVE/WORK 22EI 22EE �� •....••��G� COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH EXTERIOR CORNER COMPACT LENGTH LIVE/WORK COMPACT LENGTH LIVE/WORK S/ONA- EXTERIOR CORNER INTERIOR EXTERIOR INTERIOR EXTERIOR OCCUPATION: 66.OX FRONT YARD m FRONT YARD m FRONT YARD OCCUPATION: 61.OX OCCUPATION: 78.5X OCCUPATION: 63.9X COVERAGE: 83.5X OCCUPATION: 80.OX OCCUPATION: 68.4X COVERAGE: 72.OX COVERAGE: 89.8X COVERAGE: 75.3X F.B. PRIMARY: 100X COVERAGE: 90.OX COVERAGE: 86.OX F.B. PRIMARY: 10OX F.B. PRIMARY. 10OX F.B. PRIMARY: 10OX F.B. SECONDARY: n/a F.B. PRIMARY. 100X F.B. PRIMARY' 100X F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY. n/a "" SIDEWALK SIDEWALK "ys SIDEWALK T5 T5 T5 SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - EXTENDED LENGTH EXTENDED LENGTH EXTENDED LENGTH EXTERIOR CORNER INTERIOR EXTERIOR OCCUPATION: 68.3X OCCUPATION: 71.4X OCCUPATION: 60.9X COVERAGE: 90.6X COVERAGE: 95.4X COVERAGE: 80.7X F.B. PRIMARY. 10OX F.B. PRIMARY 10OX F.B. PRIMARY. 10OX F.B. SECONDARY: 69.6X F.B. SECONDARY: n/a F.B. SECONDARY. n/a Z O co > z UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS Q Q J SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS In Uj 0. 1.5'-8.5' FROM 1.0'-2.0' FROM D DRIVEWAY DRIVEWAY 0 VARIES 1.5' - 3.0' VARIES 1.5' - 3.0' H OFF PROPERTY 1.5'-7.5' FROM 1.5'-7.5' FROM OFF PROPERTY 1.0' FROM 1.0' FROM LINE. REFER TO DRIVEWAY DRIVEWAY LINE. REFER TO DRIVEWAY DRIVEWAY UTILITY PLANS. UTILITY PLANS. ALLEYC.L. ALLEY C.L. ALLEY C.L ALLEY C.L ALLEY C.L. ALLEY C.L. > W � W W Z_ 24'MIN.LOT i i 27'MIN.LOT i W Z_ 18'MIN.LOT i i 21'MIN.LOT z ~ J 2' 22'BUILDABLE 5' < J 2 16'BUILDABLE 18'LOT/BUILDABLE 5' 22'BUILDABLE 22'LOT/BUILDABLE 16'BUILDABLE OMM. 3' 18' 3' 3' 18' 3' 3' 18' 3' MIN. W O MIN. 4' 9' 3' 3' 9' 3' 3' 9' 4' MIN. Ld L� O �� �� �� w O cwr_l Cif C) w - g ID �w a r '�N r 4m1 iv r '�- Q W 3 n 9 9 9in9 n 9 n 9 p N G n � 0 v°0i .°i b V) J PORCH ABOVE m11 L:�:j PORCH ABOVE m b inm= Nmz Nmz Nmz Nmz �Oaz SIDEWALK "� SIDEWALK "m SIDEWALK "I SIDEWALK SIDEWALK am SIDEWALK T5 T5 T5 T5 T5 T5 SINGLE FAMILY ATTACHED - 22F7 SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY FAMILY ATTACHED COMPACT LENGTH 22EI 22EI 19T 16FT 19T EXTERIOR CORNER COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH OCCUPATION: 83.1 X INTERIOR EXTERIOR EXTERIOR CORNER INTERIOR EXTERIOR COVERAGE: 89.5X OCCUPATION: 86.9X OCCUPATION: 74.OX OCCUPATION: 78.6X OCCUPATION: 83AX OCCUPATION: 67.6X F.B. PRIMARY: 100X COVERAGE: 93.5X COVERAGE: 79.8X COVERAGE: 87.8X COVERAGE: 93.6X COVERAGE: 75.6X F.B. SECONDARY. 100X F.B. PRIMARY: 100X F.B. PRIMARY. 100X F.B. PRIMARY: 100X F.B. PRIMARY: 10OX F.B. PRIMARY: 100X F.B. SECONDARY. n/a F.B. SECONDARY. n/a F.B. SECONDARY: 89.7X F.B. SECONDARY: n/a F.B. SECONDARY: n/a 00; TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 20 0 20 40 SCALE 1" = 20, scale 1"=20' feet DATE SEPTEMBER 2024 SHEET 56 of 224 NOTE: SOME SFD LOTS WILL HAVE A SHARED DUAL METER. REFER TO UTILITY PLANS FOR ALL DUAL METER LOCATIONS. z O 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY LD 0 (n w 3.0' OFF 3.0' OFF 3.0' OFF 3.0' OFF 3.0' OFF 3.0' OFF > p PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE w ALLEY C.L. A Y C.L. ALLEY C.L. ALLEY C.L. AU A Y C.L W Z 52'MIN.LOT W Z 36'MIN.LOT i W Z 50'MIN.LOT W Z 51'MIN.LOT W Z 34'MIN.LOT i LLI Z 35'MIN.LOT J J 8' 8' J J J 5' S' J 5' 8' Q 8' 40'BUILDABLE 8' Q 24'BUILDABLE Q 5' 40'BUILDABLE 5 Q 5 40'BUILDABLE 8' a Q 24'BUILDABLE 24'BUILDABLE S.B. S.B. x S.B. S.B. x Q S.B. S.B. S.B. S.B. U S.B. S.B. S.B. 5.8. U �i MIN. 22' 2 MIN < �' 12 MIN. 22' 2 MIN < MIN. 22' 2 MIN O MIN. 30' 4' 6' MIN O O MIN. 30' 4' 8' MIN w O MIN. 30' 4' 8' MIN w O O J �- J N 1- J N � Ji � Ji w h ~Iii J h h A S NNi O O LL- I- I- I'- �O n n L- a a 00 a 00 O x � O ~ i / w ow w w W W w~O o \ / Q m DRAWN BRB CHECKED DAP 9w 9w < m - 'm � a 3 'm 'm W m 3 'm DESIGNED a } S m } rn m } oo 'mn m 'mn } BRB aa FILENAME 0009-UTILITY LOT TYPICALS �p DO L/c QQ�O`PG,�OC� i PORCH m PORCH =N � N �, • i N a m 10 PORCH m m PORCH PORCH PORCH Vl 41 N S�ONA- SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK T3.2 T3.2 T4 T4 T4 T4 SINGLE FAMILY DETACHED - MEDIUM SINGLE FAMILY DETACHED - SINGLE FAMILY DETACHED- MEDIUM SINGLE FAMILY DETACHED- MEDIUM SINGLE FAMILY DETACHED- SINGLE FAMILY DETACHED- ALL CONDITIONS SMALL INTERIOR EXTERIOR CORNER SMALL SMALL EXTERIOR CORNER INTERIOR EXTERIOR CORNER OCCUPATION: 51.1 X OCCUPATION: 54A X OCCUPATION: 53.OX COVERAGE: 75.OX OCCUPATION: 61.5X COVERAGE: 78.6X COVERAGE: 78A X OCCUPATION: 66.7X OCCUPATION: 64.8X F.B. PRIMARY. n/a COVERAGE: 73.5X F.B. PRIMARY: 85.OX F.B. PRIMARY. 85.OX COVERAGE: 78.6X COVERAGE: 79.2X F.B. SECONDARY: n/a F.B. PRIMARY. n/a F.B. SECONDARY. n/a F.B. SECONDARY: n/a F.B. PRIMARY. 91.7X F.B. PRIMARY: 91.7X F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a Z O NOTE: SOME SFD LOTS WILL HAVE A SHARED DUAL METER. REFER TO UTILITY PLANS FOR ALL DUAL METER LOCATIONS. UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS z SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE > INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS Q Q 1.5'-8.5' FROM 1.5'-7.5' FROM 1.5'-8.5' FROM 1.5'-7.5' FROM M 12.0' VARIES 1.5' - 3.0' DRIVEWAY DRIVEWAY VARIES 1.5' - 3.0' DRIVEWAY DRIVEWAY In 0. 11.0' FROM FROM OFF PROPERTY 1.5'-7.5' FROM OFF PROPERTY 1.5'-7.5' FROM D 3.0' OFF DRIVEWAY 3.0' OFF DRIVEWAY LINE. REFER TO DRIVEWAY LINE. REFER TO DRIVEWAY PROPERTY LINE PROPERTY LINE UTILITY PLANS. UTILITY PLANS. co ALLEY L. A C.L. ALLEY C.L. ALLEY C.L. ALLEY C.L ALLEY C.L. ALLEY C.L ALLEY C.L. W W W W J W Z 28'MIN.LOT LL1 Z 29'MIN.LOT i W Z 28'MIN.LOT i i 27'MIN.LOT i W Z 28'MIN.LOT i i 27'MIN.LOT i J i J I � J 8' 5' J 8' 5' 1 Q 5 18'BUILDABLE 5' Q 5' 18'BUILDABLE 6' Q S.B. 22'BUILDABLE 22'LOT UIIDABIE 22'BUILDABLE S.B. Q S.B. 22'BUILDABLE 22'LOT/BUILDABLE 22'BUILDABLE S.B. S.B. S.B. � S.B. S.B. cY5 MIN. 3' 16' 3' < 3' 18' 3' 3' 16' 3' 3' 18' 3' 3' 18' 3' 3' 18 3' 02 O MIN. 12' 4' MIN O MIN. 12' 4' MIN 0 MIN. O MIN. MIN. w - w w - wC) - L, w w S// / N N N S/ - :2 � M N7� >; LV 1- rQ Q O m 0 _j m 0 m V! L7J m 1V in COURTYARD m COURTYARD COURTYARD 9 9 3 9 PORCH ABOVEI ORCH ABO PORCH ABOVEI o c PORCH ABOVE11 in PORCH ABOVE PORCH ABOVE Q < m } } m y2 41 _ y2 mp 0 f� 3 zo �7 SIDEWALK SIDEWALK SIDEWALK T4 T4 T4 SINGLE FAMILY ATTACHED - 22FT SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - COMPACT LENGTH EXTERIOR CORNER COMPACT LENGTH COMPACT LENGTH i INTERIOR EXTERIOR m PORCH m PORCH m FRONT YARD m • FRONT YARD m FRONT YARD OCCUPATION: 65.1X N N N; N COVERAGE: 76.3X OCCUPATION: 79.2X OCCUPATION: 67.4X m °° F.B. PRIMARY: 100X COVERAGE: 90.OX COVERAGE: 79.1 X F.B. SECONDARY. n/a F.B. PRIMARY. 100X F.B. PRIMARY. 100X SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK F.B. SECONDARY. n/a F.B. SECONDARY. n/a T4 T4 T4 T4 T4 SINGLE FAMILY DETACHED - SINGLE FAMILY DETACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - COTTAGE COTTAGE 22EI 22EL 22EL INTERIOR EXTERIOR CORNER EXTENDED LENGTH EXTENDED LENGTH EXTENDED LENGTH OCCUPATION: 52.3X OCCUPATION: 50.5X EXTERIOR CORNER INTERIOR EXTERIOR TST, INC.COVERAGE: 77.6X COVERAGE: 78.3X OCCUPATION: 58.7X OCCUPATION: 71.4X OCCUPATION: 60.9X CONSULTING ENGINEERS F.B. PRIMARY: 77.8X F.B. PRIMARY. 77.8X COVERAGE: 77.9X COVERAGE: 90.OX COVERAGE: 80.7X 748 Whalers Way F.B. SECONDARY: n/a F.B. SECONDARY. n/a F.B. PRIMARY. 10OX F.B. PRIMARY. 10OX F.B. PRIMARY. 10OX Suite 200 Fort Collins F.B. SECONDARY. n/a F.B. SECONDARY: n/a F.B. SECONDARY. n/a Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 20 0 20 40 SCALE 1" = 20, scale 1"=20' feet DATE SEPTEMBER 2024 SHEET 57 of 224 N I I � II _ I mg I cn 9 — I z o N > o I > LIJ � m - - - I \\ m II w \ I a � � I i m m DRAWN CHECKED — _ I DAP DESIGNED BRB FILENAME 0 0 o I i 0009_Fire Hydrant Plan 0 L/c P0� \ — tr. FUTURE ROADWAY / I I Q���� �o• �� INFRASTRUCTURE / 1 �0� ......•�G�� SHOWN FOR o /ANAL E� REFERENCE ONLY z I \ \ _ / m I KEY MAP N . T. S. Sc �� \ �• / LEGEND / _ 0 N . T. S. zCO - - - - - - - - - - - - - - - - - - t : FUTURE// // \ // \ \ \ ROADWAY I Q I � ��y ' INFRASTRUCTURE0. I I / f i\ I //�'r• / // / :\/ / / / / �' / \ SHOWN FOR j \ , ;� ��� // , / -:`` ,/ .•, f I `� \ REFERENCE ONLY LL REPRESENTS FIRE HYDRANT COVERAGE RADIUS OF 400 FT \ \ / l/ � /� \ \:r<, j \ • o" T _ \ \\ l \ \ / / — I I = HYDRANT LOCATION // � , , •;;<t, // ��._\ / ..�. \ \ = EMERGENCY / a. / �\// F \ \ V / \ ©' \ :P J \ / \ PERSONNEL/EQUIPMENT > I I I WALKWAYS a D TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 \;. Phone: 970.226.0557 JOB NO. 1230.0009.00 • v *t. _ : I / t SCALE - 100 IN. / \ / \ ' / \ A i / \ \ / I I / DATE rn / \ ..: \ \ / I o SEPTEMBER 2024 00 I(/ ��� �N fi;• \ , I I 1OO 1OO ZOO „ + / ; .;\\ I scale 1 =100 feet SHEET M P- N 58 of 224 / SEE SHEET 59 Y SEE SHEET 58Of N / .�;.. LLI H II DRAWN BRB / / s / \\ ,. • h \ /.. , I I I / CHECKED DAP DESIGNED � s��: ` r: I ' �/ •\ .�/>: / \ I � I � BRB / ' \ ./ � ..,• /. ..� / \ \\ / :' \ I � / I FILENAME 0009_Fire Hydrant Plan Joe � � � ' ,o� :,:1.M1y �� �� �� ,� .a� PAP •__ � � �\� — — _ I � I I J � o'�� .•?G��' . / KEY MAP- N . T. S. y: 1 �� \ I \ � i _ _ — — — LEGEND . . z \ \ I \ \ \ / \ \ I \ /7 ...y.'% - vC.e�:ri: ..2.:R:y: .Y�..�`.`r'tic l I I v v �� • �� I N . T. S. �, � ► ;► � v I ,,�-� _ � I I p z \ mil" • 0 F— WCO cc Q LU I \ LL / I I I I REPRESENTS FIRE HYDRANT COVERAGE RADIUS OF 400 FT I I I / I HYDRANT LOCATION ° 1z v EMERGENCY v PERSONNEL/EQUIPMENT _ / I I I WALKWAYS I 00 o I I I \\\\\ TST. INC. I� CONSULTING ENGINEERS 748 Whalers Way it III ll I j \ \ 0 I Suite 200 Fort Collins \\\ I Colorado 80525 Phone: 970.226.0557 j III I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\\� I Z I JOB NO. v, II I I \ I � L jl \ \ I o I 1230.0009.00 \ \ U SCALE 1 py = 100 \ \ I z to I o \ \ \\ L DATE o I \ \ I 100 0 100 200 SEPTEMBER 2024 0 I IIII I I I \ �II� V A\ scale 1"=100' feet O SHEET vv v 59 of 224 Y N SEE SHEET 61 � 1 1 Z \ \ 0 z it 1 \ o 0 \ 0 L' o 1 w N \ 1 1 1 SSMH-1 F SSMH-1 A SSMH-1 B STA. 19+61.76 STA. 10+00 STA. 10+10.78 � 1 w Q 0 0 0 rn m \ DRAWN >>Xo BRB 0 S W CHECKED \ 761, S 07 0 Ld DAP 0 N DESIGNED \ \ SS-01 BRB \ \ FILENAME \ 1 7 X 0009-SANITARY 00 00 \\ \\ CO SSMH-1 E \ \ STA. 17+25.76 pp0 L/c \ \ SSMH-1 C STA. 13+50.06 SSMH-1 D STA. 17+25.76 1 1 00 STA. 15+31.70 10 LF 12" PVC SEWER X 1 1 0.22% SLOPE 1 1 SS-01 SS-01 INV. = 4982.44' S '••••'''�� 1 1 \ \ 14+00 15" SEWER 16+00 15" SEWER 17+00 1-12" PLUG /ONAL ,5+00 KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM 0 WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (0 Old 5005 5005 > Z m W J D co 5000 5000 (n cr Q = W I r7_� > EXISTING PROPOSED < W 4995 GRADE — — — GRADE 4995 F _ - Z CO _ _ - - - cr 4990 - - - --- - - 4990 Q coo Z 4985 10.78 L.F. - _ - Q 10.78O.l % 181.63 L.F. 194.06 L.F. 236.00 L.F. - S= PVC 339.28 L.F. S=0.15% S=0.15% S 0.22% w 4985 (� 15" S=0.15% 15" PVC 15" PVC = 12 PVC cn 15" PVC Uj 4980 4980 4975 3 - •• w 4975 w w 3 w N - 3wv 3V) � �� N M � - _ �� � 0) cD N - N ^ — 00 _ 00 00 — 00 00 N � 000 A'9` r" 00 - OMB x'e` D ON0 0�0 �` CO 00 000 — � � 4970 - 00 rn 00 00 . rn 00 n rn rn rn rn 4970 � X 00) 14- 0 � � II _ d `pad II — � M � � II � N0) II V_ II Q W m II� } � 0) � C?o o ? CONSULTING ENGINEERS _ � `— IIZ = � IIZO - _ '— IIz0 = � IIZU = � IIZZU = � IIZU - 748 Whalers Way _ ( F H � > NFQ— � > > - � �� > > N �� > > N < � » > N � � > > Suite 200 Fort Collins NvNwZ fnNFEZ Z — N (n � Z Z NMEZ Z — NNF2Z Z Z � ��Z Z Colorado 80525 4965 - - 4965 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 60 of 224 N SEE SHEET 62 — Z / I I TRACT JJ I :; o II / 'e� 77 0 a L' 0 3 SSMH-1 M + 7n w STA. 30+05.75 "' z � N" w I TRACT II 0 3 z II Ld V) N . m _ / I STA. 30+05.75 J / I 30 LF 8" PVC SEWER I' 0.4% SLOPE / INV. = 4988.37' Li - 1-8" PLUG I- 08 m -.1 STA. 23+90.70 - 40 LF 8" PVC SEWER DRAWN BRB I / 0.4% SLOPE o +�5� INV. = 4984.91' N CHECKED / I 1-8" PLUG � DAP ri K, SSMH-1 H 00 DESIGNED STA. 23+90.70 J�C' T SSMH-1I 8' SSMH-1G � ' SS-01 BRB - w I — - - - - 1 - - - - - - -STA. 25+63.15 _ - - SSMH-1J FILENAME STA. 22+40.76 e --I_ _ + _ 0009-SANITARY �o I- -- --- - - - - - - -- - s _ -_STA. 26+73.83 N I w 2 00 — — SSMH-1 L APO ��C 8" SEWER 4 00 — •••RE •• �,11K25f I WL_ STA. 28+33.33 �• O P O ST-4A — 26�0p \ \ \ PQQ • do N- o III - -- - ----- - ---- - - - _ 2jXp0 SS O'� ` •.•G� — 8„ �V7 e •••••• KEY MAP \ \ \ N . T. S. SSMH-1 NOTES STA. 27+85.95 ry 0� \ 1. REFER TO COVER SHEETS FOR LEGEND AND 0 w ' % ADDITIONAL NOTES. vn (n 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE �o OF EVERY THREE HUNDRED FEET (300') CIO 1p ALONG THE LENGTH OF THE\ IS GROUNDWATER CUT-OFF-WALLS SHALL BEIRED. W CONSTRUCTED WITHIN FIVE FEET (5 ) UPSTREAM OF EVERY MANHOLE. THE CUT-OFF UL o� WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF ZIr N F ' THE PIPE AT A MINIMUM AND HAVE A MINIMUM O ® WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (n 06 SSMH-1 F STA. 19+61.76 // �.P Q Q Z SEE SHEET 60 J W D CIO 5005 5005 (n W EXISTING Lq —GRADE PROPOSED 5000 GRADE N > rn — _ — — —— — _ _ 5000 LU '00II"� �- - - 0) Z o' -- CIO - - - - -4995 995 4 Q - - - - > O O_ 0 0 � a 233.00 L.F. o Z 4990 II o cr C z n 172.42 L.F. Z 8" PVC 4990 co -a — �o z � � � 47.38 L.F. S=0.40% - � 112.12 L.F. z N - II - ° 1 S=0.40% S=0.40% - z S=0.40% 8" PVC t° ~' -172.45 L.F.- o Co - " w v~i 149.94 L.F. 00 z - S=0.40% n z " 8 PVC 8 PVC _ _ w V) 279.00 L.F. II S=0.40% - 8" PVC 8 PVC 4985 w S=0.22% Lo z 8" PVC - N 12 PVC N 4985 M a 00 4980 _ _ °D 4980 w W w w 3 3 3 zv II w� w3� W� ..� ....3 3 � _ 33v N Z ( co CA - � ^ � � � 0IR � N — OCA00 00N n ^ C4 O CA 00 67 d' CC 00 CC 00 'trrj & tDM � � ON� � CAS ^ p 00 00 00 0) g, �CO ^ ^ I�O � ,8, �K)0000 00 0) g p C� 00 � . a M 00 1* _ a �M 00 00 g� �_ 00 00 00 00 a � LOCO 00 4975 00 rn oo rn 00 rn rn >x rn 00 rn Cn 0) CD 00 rn rn 4975 � �r- � � ooi '* d. 0644 ! 00F)00It r�iai 't d. LO0 � d- � ►fio � � oo1* II coo II - �rn II — 0) 0) II 'tcoo) II � r` 0) II 000 II PO II > — > = Q > I > Q I ►Q'� �+� N Lo (0 � 00� TST, INC� o z N z N N N z > N Z N z > Z z > CONSULTING ENGINE ER S p p II II — p p p II - - 748WhalersWay= Q — p p = Q = p Q Qmj �» j Q mjj mjj Suite 200 Fort Collins (n N — ZZZcn (n N N Z Z Z Colorado 80525 4970 (n (n n (nw n n — Z Z nCnFxZ Z Z n RZ Z 4970 Phone: 970.226.0557 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 61 of 224 N LU E E .e — - o E I o�'- 21 �I ail LD 0 OT LOT 5 OT LOT 1 I LOT 19 LOT 17 LOT 15 SSMH-1 Q I N LOT 3 LOT 13 LOT 11 LOT 9 STA. 38+42.67 ° .o „ w 8 OT E LOT 4 OT 1 _ 1 LOT 20 LOT 18 LOT 16 LOT 14 LOT 12 LOT 10 LOT 8 LOT 6 �' LOT 2 SSMH-1 N LOT 4 ° o STA. 32+38.75 'c SSMH-10 LOT 7 LOT 501 STA. 36+03.72 J' �(n LOT 1 _ - S S _SS- S_� _ _S -S S S- S S S S S SSMH-1P p W W S - S W W- - S W W S - STA. 37+53.75 S-01 . 3E ER' J - SS-01 - — w 1 ' 0 a" SEWER.'34+0 35+00 Q — _ 36+ 0 $'' SEWER 37+00 CA N .'a ` O` - m m rr- D 0 C m DRAWN BRB N // CHECKED DAP _oa TRACT KK DESIGNED I // SS-01 BRB FILENAME 1 ' t�,a� a • -1 �' �� // 0009_SANITARY C) SSMH-1 M STA. 30+05.75 "' // �p,vO L/c .,� TRACT 11 a.- o � Zco 00 STA. 30+05.75 •,PoJ / O . S •....••'�G� 30 LF 8" PVC SEWER / /O � 0.4% SLOPE AL � / N INV. = 4988.37' - KEY MAP 1-8" PLUG I— // + - N . T. S. NOTES SEE SHEET 61 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old as a m W J D co 0. 5010 5010 (n a cr a = LV w0 5005 Q II PROPOSED 5005 W GRADE > co ao ? � rn co o01 — 5000 a N Z EXISTING 5000 a GRADE= ~o — — 0_ 't - - - - z II — _ _ _ _ _ a 4995 - - - - - U (0 x Z J 88.92 L.F. 4995 CIO o — -- - - - -- - - - - - - a- m - -- - - 150.02 L.F. S=0.40% ~ a- _ w Q 364.98 L.F. S=0.40% 8" PVC = w 233.00 L.F. � ° > S=0.40% 8" PVC _ - N II S=0.40% w z oD z 8" PVC - - 4990 w z 8" PVC 4990 I � 4985 .. w 3 w 4985 z (n � v(n p zt� �Cp N M M M o6 LO In 0000 � 0) 8 00 to rM CO 00 0> 0i 0i 0) � N co 0) to N o u n n 0) 4980 0o n Lq rn 0) o0 ^ rn rn n coo) d n d- cc o 4980 � oo `F `r II ire) `r II � oo � II `i' �o `r II �o II _I +�II II II ? Z_ N� II IIj O_ (0 II ? 12-_ �� IIj C_ �� ? TST INC. O � M M r Z � � CONSULTING ENGINE ERS Z Z O 0 II — 0 II z 0 IIO 748 Whalers Way Q > > Q > > Q > > Q > > Q > Suite 200 Fort Collins (n H — (n H — (n H — (n H — (n H— V) (n Z (n Z V) V) EE Z z N v) E z Z � �� Z Colorado 80525 4975 4975 Phone: 970.226.0557 29+50 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 62 of 224 N o STA. 23+90.70 I �' Z v 40 LF 8" PVC SEWER 0.4% SLOPE 5' o INV. = 4984.91' I I I ' 1-8" PLUG I STMH-1 BB I I° L STA. 11+58.91 OT 1 LOT 9 OT LOT 5 OT LOT 1 ILOT 19 /OT 12 OT 1 LOT 8 OT LOT 4 OT STMH-1BAw LCSTA. 11+04.26 - - - - - - - - - IRR 01CVS S SS_ SS S S SS I ¢ , I SS-1A ffi S S i �� _ y m 12 s 12 00• ss- A 1 +00 10 0 - - SSMH-1 K �e »+5s WL-01 " I s"•SE R, STA. 10+00 ss' ��+ I /i IJjwER � SS-1 B DRAWN LLJ Qs I _WL-16� — — — $ SE GOODHEART DR N -- I BRB / -0A p+0� oho J m rn �- D w / / SS 1 -T. ,E I CHECKED SSMH-1N DAP SSMH-1 AA R°D // 9 _ — — DESIGNED STA. 12+48.91 cm STA. 10+00 N� , �� _ _ _ _ _ _ - - - - - - - - - \� z BRB fG ti I FILENAME I o I G 1 0009_SANITARY D / -Of / / I �P 0 L c S � KEY MAP /ONAL N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old as a m W J D co 5010 5010 (n a = w 5005 5005 5005 5005 a w< CO 777--PROPOSED — O GRADE _ PROPOSED 5000 5000 5000 GRADE 5000 a _— — EXISTING EXISTING GRADE Z GRADE 4995 - - OR 4995 4995 - - - 4995 (n orn p- - 248.91 L.F. - 0 0 - II S=0.607 °O > 8" PVC Z W 4990 4990 4990 ~ 54.64 L.F. II 104.26 L.F. S=0.40% 4990 > S=0.40%00 g" PVC Z 8" PVC 4985 w w 4985 4985 ^ ^ 4985 Lo O lO lO Di O O cp n n - M - 00 00 9 00 +�— 00 - co 000000 a N000000 M* 000� � � 0') 4980 � 4980 a' 00 rn rn 4980 4980 00 rn rn N rn °' rn 4980 004 � ONd- d � 00 't O � 0d- o II o II O II � rn II 00rn II a +0 � z +0 u u x + 0 u u , _ m + °' a m + °' a , _ TST, INC. � � � �� z z 0 � � Z Z 0 � * Z p � � Z p CONSULTING NalerNGVNaEERS 2 2 2 2 _ Y � Q � � � Q � > ; � _ � Q� > j � Q � � > a � > > Suite 200 Fort Collins (n (n N H — t— — t— — orado 80525 4975 N N E z (n N w z z z - 4975 4975 to to z z z N N ER z z (n in y z z 4975 Phone: 970.226 0557 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 63 of 224 N Z O z it O 0 SEE SHEET 65 � o 12 w `" LV I 41 w N LOT 2 • y 5 N LOT 17 LOT 18 LOT 19 1 a `L LOT 1 OT 4 LOT 42 a Z _ LOT 15 ' LOT 13 / ;�. — a3 r. U.E. 1 c11 SS-02' 1 �. .e IR R LOT 1 $ Ifs R IR R LOT 16 - ��' I - R IR R Mm 1 . o 12" SEW `— cvn) o SSMH-2G w SS-0 — �' e / LU N 1 001' 1 + _ " 12+00 1 00 N �ST-03 I as aoom 1 1RR N STA. 20+99.62 0 ST—p a � > 7777 LOT 14 m SSMH-2A N STA. 10+00 El�� SSMH-2B SSMH-2C �� 1 ,`� DRAWN STA. 12+23.58 I 1 ' • N, } STA. 13+65.08 BRB LOT 13 CHECKED I .•' OT 1 T 1 � � OT 27 LOT 25 OT 2 LOT 21 LOT 19 LOT 17 LOT 1;� N ,N DAP OT 10 LOT 8 3 LOT 28 OT 2 t` 1 DESIGNED I LOT 6 LOT 4 LOT 2 LOT 24 LOT 22 LOT 20 LOT 18 LOT 15 OT 1 OT 1 w LOT 16 BRB LOT 9 LOT 7 LOT 5 LOT 3 LOT 1 `. � 0 1 � '+ c I �, 1 LOT 12 a 1 N FILENAME SS SS S S S S S m S S S S S N S, 1 e 0009—SANITARY LOT 16 —: - - — — - - — — — — - - — - - W S S �/�/ W IN • T . . .. S . OT T 11 LOT 17 — = E — — / 5+ � p0 L/ 12" SEW R ° 18+00 9 SSMH 2F RE 18 / L-L s STA. 17+20.67 $ $ $ $ — — N LOT 10 PQ S S S � S S M S 1 ° �' cn m STA. 14+93.08 'rc*I�': y SSMH-2E g. LOT 22 LOT 23 m r N LOT 28 I LOT 29 LOT 31 LOT 33 OT 3 c H STA. 18+93.08 F LOT 21 x o LOT 26 LOT 43\ -i LOT 25 OT 27 I OT 30 LOT 32 m` LOT 42 1 N LOT 9 �� S,/•'••'•��G� LOT 37 LOT 38 LOT 39 LOT 40 ONAL IR I I T 2 I OT 3 LOT 36 LOT 41 � °� $; �, � IR R w IR R I R Ifs R I R 1 , KEY MAP I I I I 5' � N . T. S. '' { 17. IR I �� NOTES TRA v 1 LOT x 1. REFER TO COVER SHEETS FOR LEGEND AND _ _ cn ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (0 5010 5010 > Z -02 0 Q m W J D co 5005 5005 (n cr _ Q = W PROPOSED1 GRADE 5000 _ - -_- - - - __ - - - - - - 5000 F_ COLU EXISTING Z � _ _ — - - - - —. — � O - - - — > (L 6- - 4995 0) 4995 Q o' � � � - acO 0 � II 0) Li� � - Li ' O II icz_ o � =0 T. 3 11 � _ _ a> ap cV > - II fn > ~ 4990 CL N Z Z II 00 Z W 4990co O rn ' r7 Z _ 74.04 L.F. 132.50 L.F. _ _ N o u- 400.00 L.F. S=0.22% 12 o PVC w Z 128.00 L.F. _ 12" PVC w Z=223.58 L.F. 141.50 L.F. S=0.22% 12" PVC N S=0.22% " 4985 — S=0.22% 12" PVC - 12" PVC 12" PVC - 4985 .� .� 4980 4980 .-. ^ � 3 _ .-. _ ^3 11.1 Z ?i Z O z z O �Z� d- O �� CO CO � CV � I� Q 00 M 000 Cn U) c0Q d IIMMN � � On00)� = = � 4 0 = � 'e 0a ()0 0 00 -oOo0o0 noOo0 0o M000000 O 0 N� Q0d04975 00 0) 0) 0) o a 0) 0) 000) oao rnrnrn a0 . rn o a v) 0)' II 4975 o cn `r � Orn d Of ( Q c0O0 Np O � I t° o 04 - o No +O v - O� oo - O� w ±o U_ o ± �o TST, INC. O NU) N M N d N a LO ~ 0I CONSULTING ENGINE LLJERS = O O ZZZ ZZ Z Z_ O 748 Whalers Way g < > » > g (n Q� > > > � Q � > ; g (n Q � > ; > > � Q � > > (n Q � > > Suite 200 Fort Collins (n I—— (n Z H — (n H — (n Z H — (n H — -(n Z H — � N� Z Z Z Z N v N w Z Z Z (n V) Z N v N w Z Z Z Z U) Z —(n v7 (n Z Colorado 80525 4970 I = 4970 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 64 of 224 N Z 0 f I I : LOT 14 LOT 12 LOT 10 LOT 15 LD LOT 13 LOT 11 LOT 9 cn o LOT 1s SSMH-21 _ Lu STA. 23+63.19 SSMH-2J ;I LO' STA. 24+49.61 a l SS-02 S _ S_ S S _ _S S �. N — SS 02 — $" SE E — 3 I 24+00 . 24 �3 TT ALLEY L s LLJ LOT 17 to I D(A ,iT o 3 N LOT 8 ' m m 17, v LOT 18 (1) + O —� m _ M LA y�0 e a' N N LOT 7 DRAWN BRB 4 rn_� SSMH-2H a CHECKED LOT 19 ` N• w STA. 234.96 DAP 2+ i N FoQ SS�ZF 1 DESIGNED _ BRB S M FILENAME IR 22}p0 M S 1. 1 0009-SANITARY t0 2A 00 M M LOT 6 t iw,i S LOT 5 Pp0 Un 1 ` �••.••••. _ ER SSMH-2G LOT 4 �P w M S ISTA. 20+99.62 LOT 3 G0�'Q 0 �O N — LOT 2 LOT 1 1� TA O LOT 14 �. a1 1 -3' ``O,`F� • s G�� ` R •....• � 11 S�ONAL� KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old 5010 5010 > Z 0 PROPOSED GRADE m uj co 5005 5005 (n a Im a = Lu a 5000 - - - - _ _ _ - - - 5000 wco EXISTING- .� (_ a_ 0 GRADE 0 Z o F_ `n O QLo d II 3 II o) 86.42 L.F. -F 4995 1o 'z (L � .F. 128.23 L.F. 00 Z - 135.34 L S=0.40% 4995 a z II 5=0.40% S 0.40% 8" PVC z > " 8 PVC z 8 PVCLill col- Z co a 4990 w 132.50 L.F. 4990 (o N S=0.22% w 12" PVC w cn - 4985 4985 4980 .. .. 4980 -..-.w ��w ^ w w � - 3w � 33 N 3w � O - zz1 tnz " zcn Cq 00 M Q — �jr- co MM cV 00 N M N tp S Co co cal (�I O 00 M M ,e 1 O 0 4975 D a- cR O rn rn �r 0 4 (60) rn d- � o co m 4975 co o rn cri 't "t d- ca It c� o + O u II II ``�O u * Co o d- `f II d-co � o II TST INC. _ + 0 II II +0 II II � + 0 �. , N o O N N O N 04 O N � O CONSULTING ENGINEERS I w N z z 0 I N z z 0 I N z z 0 I N O = o II — — _ II — — _ II — — _ II 748 Whalers Way m N Q j j j m Q j j j M Q j j j m Q j Suite 200 Fort Collins (n z H — NH — 0H_ NHColorado 80525 4970 to tow z z z N N E z z z N N E z z z to to E z 4970 Phone: 970.226 0557 20+00 21+00 22+00 23+00 24+00 25+00 25+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 65 of 224 N WER_ I I I 07 s .2. S — $ M 8 - N LOT 3 w I i II STA. 16+02.26 Z 35 LF 8 PVC SEWER o I I II I I 0.4% SLOPE cn I No. e I I I INV. = 4993.43' SS-2A zo �, 'I I cn LOT 2 1 1 1 1-8" PLUG � o_ LOT 17 LOT 18 LOT 19 11 °� (0) � °' m I I 1 � � w SSMH-2AA 1 1 11 I STA. 12+44 IN LOT 1 LONGWOOD DR 15+00 116 �4 IRR— I I I I SS-2A 13+00 14+00 - +—I 11+ 12" SEWER 12+ 0 W� � � 00 — -1 STA. 16+0' \ o SSMH-2G -- E. I= - STA. 10+00 ---- — % w w 1 m �41 el i I �v I I LOT 14 1 DRAWN BRB LOT 17 II s� OfW 1 � 18 11 CHECKED DAP LOT 1 1 m I = I LOT 16 (n LOT 13 I N 1 DESIGNED II I I c I BRB FILENAME m li 1i 0009_SANITARY �p DO L/c v��• FE•• QQ�O S � KEY MAP /ONAL N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT—OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT—OFF—WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z Ir THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old 5015 5015 > Z oa a m W J D CIO 5010 5010 (n cr PROPOSED a LU GRADE 5005 5005 F W Z CO EXISTING 5000 GRADE _ _ 5000 cr > � F_ �a F_ o O O ao I � Z0 II 4995 Z Z 4995 (n <) a) o a) 158 26 F. 01, 3 S_1.50% 00 II II 8" PVC � > Z z > 4990 244.00 L.F. Z 4990 S=0.22% 12" PVC 4985 4985 w (n U) 3w " ww � 3 � 2 �� O �� M � M M N L j cD 000 LO r- M t0 0AD � � 00 s'a` M OII °D4980 o a rnrn rn rn 00 N Lq rn ? 4980 c00 O 'tN 't N� �F OO �O mO O �O + U.) II II1 O II N + I TST INC. O tD wZ I ' Z IIZO CONSULTING ENGINE ERS = m 748 Whalers Way N Z > ; > N > ; j N > j Suite 200 Fort Collins N z N Z Z Z N N Z Z Z N N Z Z Colorado 80525 4975 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 66 of 224 N T 5 LOT 3 LOT 1 0zo S S t —1- 4 -Sts �- S S - -S S - S - - S S -W W S S -W W- 4 -S W W S - W S -02` L zo 0 T - o = - - - — — - - — — — — — o r—S S �— — — L- 8 —A " S S S S S S S S S S M S D CA SSMH-2D c a in STA. 10+00 m SS-26 cmn n LOT 28 �'' � LOT 29 LOT 31 LOT 33 OT 35 LOT 42 LOT 43�\ o LOT 26 SOT 25 OT 27 f OT 30 LOT 32 OT 34 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 s �� a ,,,, I' LU `' ' SS-2C Q RR I FR R w I RR R I R I F� R I F� R 5' o 0 SSMH-26A u g l I I R m STA. 10+82.07 I °' v `IL DRAWN awlamTRA OT 36 LOT 34 LOT 32 OT 30 C BRB co ST-3A '{ .' 30' a' •� \ LOT 37 LOT 35 OT 3 LOT 31 LOT 29 CHECKED WP►' ` z DAP m I, LOT 45 \ — -S S S S — S — S S- S — -S cn O DESIGNED BRB SSMH-2B6 LOT 46 to STA. 11+67.69 �I I �I L C'' LOT 59 OT 5 LOT 52 LOT 44� m . H;' FILENAME LOT 32 OT 30 DW LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 r 12 4 '12 00 $ E R 1+004. . ;: 10 00 0009_SANITARY Ct o SSMH-2BE f 3 LOT 31 LOT 29 OT 5 LOT 56 rn OT 5 !`� c STA. 17+40.99 Io - - - -2 - m �o cm "'�` S wW S' S NI S S S S Vim" S S S S p L/ S S s cn n, W W W o -� 0 - - - - - - - - - - - - - - _ >�D SSMH-2BC �Q,P......c �. c STA. 10+00 0� RE SSMH 2C P A . . . � F. d` STA. 12+48.92 m . ' � Ss- ee s OT 4 OT 4 OT3 LOT L 2 LOT L 6 OT4 .: •.� . . : 13 00= —-1 00 — — — —15f0 — — 16f 0 — — — — ,1 f00— 17 41 ��� S S S S S S S S S S S M M S M S S M S M S S OT 3 LOT 41 T 4 LOT 45 OT 4 OT 49� •....... SSMH-2BC SSMH-2BD I I I I I I S�ONAL�� STA. 12+48.47 e LOT 61 LOT 63 LOT 6 LOT 67 STA. 15+07.06 �❑T — — KEY MAP LOT 69 LOT 71 LOT 73 LOT 75 > . .. .� OT 4 LOT 46 OT 4 fa ILOT 60 OT 6 LOT 64 OT 6 LOT 68 LOT 72 LOT 74 LOT 7� 71 � a �� N . T. S. LOT 70 a LOT 45 OT 4 OT 49� 1 NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old 5010 5010 >_ Z m W J 5005 5005 (n a cr PROPOSED a = w _GRADE - _ a W 5000 _-- 5000 5005 5005 co EXISTING — ��—�� PROPOSED Z GRADE GRADE O 4995 - -- - - �- -- 4995 5000 5000 C) - > co � >o_ co 233.93 L.F. a N S=0.60% _ co `�`—F `o Of a) + 258.59 L.F. — �- o rn `� o rn rn ¢ II $" PVC '--GRADE EXISTING > N � Lo o_ I � w EL V) 3 S=0.60% _ _ — a-v) 0) zl II ~ Z II II ao z 8" PVC 4990 �_`�' z z a II ? 1_; N >z 4990 4995 - - 4995 < 11 '0' � — > z 00 z_ 80.78 L•F' o- 248.92 L.F. 85.62 L.F. S=1.40% - S=0.60% 4985 F. S»1.40% - 8" PVC 4985 4990 8" PVC 4990 851. 0 8 PVC =1.40% � II 8" PVC Z 4980 3 3 3 3 4980 4985 w 3 4985 w ^^^ Z ^ Z ^ Z ^^ Z ^ (n N Z ^^ z LL UJI w .. w 3 .. w .. `. w 3 .. _ � M v � CO vV � CO�� co _ M I� O 00 I- O - Q 00 0000 I — LO cD I� N N 0) p O CV O N N � 00 00 9 00 '� 00 '� • O Cn O 00 ij00000000000 00 N000 00 �0000 00 �� 000000 0) 00NpNj � OO �Ij� 00 � � � 00 � 000000 � - 4975 O a 0) rn rn � . rn . rn - d- rn rn rn 4975 4980 rn rn 4980 tD O 0Nt � q � 't OON t d' I� Md- OLo 06n O04 -t d w Op II Q p II m p II pip II - opo II w �0 II Quo II VOp II - 00 + p ll II II 1- mC'•o II I- mC_ p 11 m +0 11 II 1 m +o II m +of- c) +Oi— m +O II II TST, INC. N 0 LO = N C.. LO O N C. L O N C-4 U) O N L O N ^L N N � O CV p O CONSULTING ENGINEERS I w Z Z Z I a• Z I �• Z I = o II - - - O = II — O = II — O = � IIZZO = `— IIZO = � IIO = � IIO = `— IIZZO 748 Whalers Way U) N Q j j j j m Q j j Q m j j Q m j j j Q � j j Q j Q j Q j j j Suite 200 Fort Collins NZ — ZZZ Z ~ — Z Z N ~— Z Z � ~ — ZZZ N ~ — Z Z N ~— Z ~ — Z � ~— ZZZ Colorado 80525 4970 " N - - - - to - - cn to E _ i _ to Ln EE - - - Ln N N N - 4970 4975 _ cn N _ _ _ 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 13+00 12+00 11+00 10+00 9+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 67 of 224 N Z 0 z it O (n w Iw G' LJ l �J ail 2 TRACT Z )7.,A T SS-2D l I I a I 2J I all a fN I I I OT 27 w 1 LOT 14 LOT 1 oT 10 LOT 28 LOT o LOT 8 LOT 6 LOT 4 LOT 2 LOT 15 LOT 13 LOT 11 LOT 9 LOT 7 LOT 5 LOT 3 LOT 1 o SSMH-2DA "'�` N m STA. 13+58.53 S S S S S S- S S - S *71., -S S - S - S - -S S LOT 16 �1 + 0 -12+0 8" S 1+00 10 00 — g RACBRB DLOT 17JD. CHECKED E: JTL LOT 18 — — 3 DESIGNED ITT N S S S S S S S S S O S N S S � �c SSMH-2D � BRB D STA. 10+00 LOT 22 LOT 23 — LOT 29 LOT , FILENAME I/ LOT 19 �� / m` N LOT 28 E,. 0009_SANITARY LOT 21 O LOT 26 OT 30 OT 27 f;: o IR IFS R Ifs �T 2 SOT I� R I R w IR R I Lo I I I I I I ��PDo•L/c �. II` SSMH-2DB STA. 14+54.88 LIJ G PQ S��G � S E� KEY MAP /ONAL N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old 5010 5010 > Z 0 Q m W J D co 5005 5005 (n cr Q = W PROPOSED Q 5000 GRADE 5000 LU CIO EXISTING z — — —GRADE O 4995 - 4995 Q 96.35 L.F. - S=0.4090 _ 358.53 L.F. 8" PVC S=0.40% Z 8" PVC Q 4990 4990 (n 4985 4985 4980 4980 z z w - 3 J W W z O _ ��� 00 co 00 O co M I� F) 01 g 000 00 00 O 4975 � qt � c6 q* � �" (0 o O N qt qt � 4975 M Lr) II Q Lo 0 II � 0 0 II 0 + 0 � o +OII oo +OII II II TST, INC. CV �} O N M O (V 0 � CONSULTING ENGINEERS _ II O = II Z 0 =I 0 II Z Z Z 0 748 Whalers Way N H la— > > (n Z I > > > > Suite 200 Fort Collins N N Z N N Z Z N v _ Z Z Z Z Colorado 80525 4970 - 4970 Phone: 970.226.0557 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 68 of 224 N Z 0 z it o (n W SS-2F w SS-2G w w W I UtL Jui I , E - Ir,,•.4 ALLEY r L�WJ / 15772 Ld N SS 2E LOT 19 LU R I �4, icy LOT 1 N N w LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 o SSMH-2F LilW SSMH-2EA LOT 5 �/ LOT 4 LOT 3 LOT 2 4i 7 �� — STA. 10+00 STA. 12+18.81 LOT 4 LOT 3 / , I LOT 6 LOT 5 SSMH-2H I. LOT 18 m S W W S S W S S W S S W W S S LOT STA. 10+00 — — — — — — L — — — — $ OT 1 - RAWN — — - - 2E. $ W 8 r J — — W 2 L � W $ No N I ^ I D + 'S 02 ':ALLEY IC 1 00 . 'e .° . 8>, SEWER• ° .; : w 11+ . �12+00 �`,` $ 0 SSMH 2GA ° / 7 BRB • b 6 VJ n I • . CHECKED • � STA. 10+74.47 f — A SMH 2EB s W 0° 1 c TA. 13+59.02/ 5 0 2 ,�o ss DAP — — — — — — — — — — — — — — - o / I -2F •�' N W — laJ fh I O I H "� — — — 10+0 — DESIGNED LOT 15 I I LOT 43 r' OM W s 1 < 3 N — — — — (n _ t/) �' )W J W Q LOT 44 / 3 5g SSMH-2FA _ o r - ss 02 - - " s WE �: BRB 04I w N / STA. 10+45.49 LOT 19 S S S S S IE FILENAME < o p / LOT 76 I 4.i 0009-SANITARY I LOT 16 t� LOT 42 3 / _ o N LOT 7 R °e g .M Q SSMH-21 '� — LOT 45 I / f I J W /. 3 STA. 10♦00 LOT 16 W � L/ "/ LOT 75 G� LOT 18 _OT 11 LOT 13 LOT 15 PQ0 L' LOT 17 /. l vi 4: _ M3 LOT 8 �'. ^ I LOT 12 LOT 14 i — pp�.•aQRE O�P� O� LOT 41 46 � � / / �.3G LOT 74 g — _ — ` co LOT17 1RR G P• � KEY MAP TONAL N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old 5010 _ _ 5010 > Z PROPOSED W GRADE D 5005 5005 5010 5010 5010 5010 Cl) co Im a = W vv �F PROPOSED EXISTING PROPOSED GRADE _ _ — _ _ — _ — GRADE GRADE 5000 - - - - 5000 5005 5005 5005 5005 W � �- > CIO o- ao 0 0 w uoi EXISTING O o u _ u GRADE 4995 - Z z 140.21 L.F. 4995 5000 5000 5000 5000 a 218.81 L.F. S=0.40% - - S=0.40% 8" PVC - 8" PVC 45.49 L.F.= Z S=5.00% G GRADE 74.47 L.F. a 4990 4990 4995 8 PVC 4995 4995 S=0.40% 4995 (n 8" PVC 4985 4985 4990 4990 4990 4990 4980 _ _ 3 3 4980 4985 w - ^^w 4985 4985 w 4985 w� � w � 33v 3w� wo vrn � 00 �� - �� CV _ _ o 00 Un 00 r� Q j M CO N CV 04 M M c,4 - 0 0 CV00 1 M Co U) N 0) N 00 0) e LL 0) In 0H) —S t0 N CV 00 M 0) 00 CIn°) d d 0 4975 4975 4980 4980 I 4980o 0o u � lo- co o00 Q0 LO o 00 00 II o I mo + o + o +o 0 T Tr LO INCL+ o N + o II Ld + N0 No � NotoN 0 C �� N o c + CONSULTING ENGINEERS =I o , IIZZD = `- IIZD = � 110 = `- III _ � IIZZ0 - = � IIZZ5 — = `- II0 748 Whalers Wa y Q j j j Q j j Q j Q j M Q M j j j Q j j j Q j Suite 200 Fort Collins U) Z ~ — Z Z Z U) >: Z N ~— Z En (n Z N ~ — Z Z >: Colorado 80525 4970 0" V) E - - - N 07 E - - N N� _ 4970 4975 (n (n w - V) 07 E - - - - 4975 4975 N N ER - -i - N - 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 14+50 11+50 11+00 10+00 9+50 9+50 10+00 11+00 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 69 of 224 N ILL \ \ \ \\ \ SSMH-2HC x�ti STA. 16+61.55d . LL z 0 QO Z it O w \ > o 100 LF 18" Ct'% 31NO, LU 0' I UNDER N GIDDING: RD \ \\ \ \ \ SS-2H \ \ \ W LL TRACT 00 o SSMH-2H6 +43.62 / / A \ tS� m DRAWN BRB \ V A CHECKED DAP \ DESIGNED \ BRB FILENAME SSMH-2AA 0009-SANITARY STA. 10+00 \�� SS-2H MAPLE HILL DR FUTURE , ��8� �P.S 10 00 12" SEWER Q ,- �'�� �R \ y ��P�•••• /� �. • PQ � SSMH-2HA w 3 STA. 11+95.98 At- KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. w GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM 0 WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old 0 0 Q m w 0. 5010 5010 (n co Q = cr w Q 5005 5005 wCIO\ PROPOSED Z GRADE 0 5000 EXISTING 5000 Q GRADE co F_ Z - a M 4995 (n 4995 � - - - LLI - D - - — Q II L - - > - - - 317.93 L.F. - `O Z - - Z 147.64 L.F. S=0.22% - 195.98 L.F. _ S=0.22% - 12" PVC 4990 S=0.22% - > 12" PVC - 4990 12" PVC 0or - - - - c 0 100, 4985 3 4985 ^� U) z 3 3 z (nn " - w z w ` 100 LF 18" CAI N `0°UNDER N. GIDDINGS RDa! � 00 Ln r r 00 cc 00 - - rn oo 00 00 00 � �0 `. 04980 ) � � Mrn II 4980 ` ` md) =Qo0 + 0 40) (0o - o + TST, INC. N U) C14 T_ I CONSULTING ENGINE ERS Z Z 0 748Whalers Way Q > j Q j j jQSuite 200 Fort Collins U) to H _ U)ji5to � N ZZ Z -NU)FxZ Z - - - NN � Z Z N (nEZ Colorado 26.0 0525 4975 - - - 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+)0 13+00 14+00 15+00 16+00 17+00 17+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 70 of 224 N Z 0 z it O (n w w \ \ w LOT 20 \ — { ` LOT 19 LOT 17 N � TOT 12 SS-03 '\ LOT 18 �/ TRACT J of ;I LOT 31 N I LOT 1 • - �I pl. � ° ' ` � LOT 16 r ' • � �. m. TRACT H U S $ / SOT 14 LOT 15 Q LOT 32 N tn. N. I M W $ \ d SSMH-2A LOT 1 III, I^ 3 �. LOT 14 If C b p \ SS-05T I' 17 84 - =17+00 + m r - .. - . T - -r S 12, SEWER ALLEYp� r ") 12 SE R w p ° ' p 3 . ; SSMH 3H ., ° ; AWN ° - LOT 13 � �� \ � \ D BRB S S M M SSMH-3G S M M =;S S M SSMH-3F SSMH-3E- w STA. 14+04.44 I - n CHECKED STA. 17+84.11 a = STA. 14+94.98 N DAP -1 71ZE DESIGNED I N o SSMH-3D Im LOT 12 o BRB I w o LOT 1 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 STA. 13+71.44 I N: N o FILENAME LOT 11 + Z 0009-SANITARY LOT 2 LOT 3 i o o TRACT Z + LOT 10 IRR IR R IFR R IR R I TR,' I SSMH-3877 STA pnO L/c . P a +64.77 � � Vim• � QQ�Q�G,�QC� e s 2 EWER=12+(50. P "� TEALBROOK DR SS-03 1 w �O��G GQ�S SSMH-3C Q FOB •��0 <v l STA. 12+56KEY MAP .77 �O G p N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 5010 5010 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z Ir St THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (o 5005 5005 > Z PROPOSED a a - GRADE Wco J 5000 - - _ _--- - --- - - _ 5000 cocr Q �_ - -- - Q W M o rn EXISTING > u0 c) o GRADE F— � rn a_ 00- a W a'- 4995 co 4995 < II - u Of o"- F > 00 > < u Q 33.00 L.F. CID z_ z > II S=0.22% a' Z `DZ ooz 12" PVC � � II O N Z 16.60 L.F. Q 2S0. L.F. = 90.54 L.F. S=1.40% 4990 4990 22% S=0.22% 114.67 L.F. -- 12" PVC 12" PVC 12" PVC S=0.22% 92.00 L.F. -- 12" PVC S=0.22% 148•17 Z 12" PVC ;=1.40 L.F. " 9; 2 PVC 4985 4985 (n U a H � O � I 0 II 4980 Z > 4980 z o - 4975 4975 _ ^ w 1 ^^ w �� ^ w �w ^i-. � - 3w � � 3wv 3 � Li 3 � 3 � - �_ w.. � 0 — z zM O z zO 0 zM �00 z00 � 0) Z vvz Z M r� 0 Z O r7 •— 0 00 M 0pLf) 0 OO c0 M N -CO CO d- Q N V) 00 Q M r O tD �r_00 . t0 N00 . (10 0000 . lf) to M .— It 04 00 Go w 0 oII - - = rn = r 4970 O a rna) O a 0) 0) 00d0) 00 00 3t 00 rn ao rO. 0) Oo �o rn ao cor•. ao N 0N rnd- rn�Z rn�Z II 4970 (D O dLO 'q- 0 � ` r`) d It C14 w � * �6 , —� O O w0 �pO 0o 00 r-o LOO � � o 0 MO O + II II M +0 II 0 +oII v -oII m t° O TSTr INC.oII Q + oII Qw + U') LO � � � LO MLO M � = = N CONSULTING ENGINE ERSw Z Z Z z Z I IIZ1 w I 3 0 o II - - 0 I O IIZ IIZ II - O 748 Whalers Way= _ = = Z Q � j j j � � Q m j j j m Q� j j A Q � j j m > j m Q � j j m Q�j j M w Q�j j j j Suite 200 Fort Collins U) ~ - Z Z Z N Z ~ - Z Z Z N ~- Z Z ~- Z Z ~ - Z Z V) _ Z ~-Z Z � F ~-Z Z Z Z Colorado 80525 4965 N " N Z - - - U)" - - - rn rn: - - U) N Fx- 4965 Phone: 970.226.0557 (n (n O_ - - N (n O_ - - In N m- - fn� fn Q_'- - - - 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 71 of 224 N Z 0 z it O (n w w SS-3B SS-3A w �\ LOT j — \ LOT 23 LOT 29 LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 -o .� m LLi LOT 1 fn \ Lq N ° DRAWN SSMH-3AB\ d SSMH-3AA BRB � STA. 13+08.39 ��yo STA. 10+18.92 1 r`' LOT 32 LOT 31 LOT 30 S W S W S W J — S W S - - S W S — W — CHECKED — — — \ S 3 00 12 00 8' $E ER 11 00TS - j � 3 DAP V' � / w I DESIGNED a, SE d o LOT 2 27' A.E.,N BRB \ \ �3 jr +— — -- — — — — — — — D.E., & U.E. MEW C \ \ N f° v — S W W—`�' — FILENAME SSMH-3A \ a r� \ ASS-o3 10 0 C 0- s —3B - ss STA. 13+70.39 0 %� � ,'�M � s"l sEwE 'ALI�r c 0009_SANITARY N TRACT H '�° S SSMH-3G \ " \ SMH-3F LOT 3 SSMH-3BA 0 L C \ LOT 31 3 � � j ,�; '� ° ° M STAS 10+00 STA. 10 STA. 10+66.48 TRACT H LOT 8 1 ZZ PQQ ��G LOT 32 \ �` F �S 7 LOT 7 i 30' ELCO \ M M WATER ESMT nT A ... /ONAL� KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (0 od 5010 5010 > Z m W J CO a. 5005 5005 5010 5010 (n a cr - PROPOSED a w -GRADE PROPOSED > GRADE 5000 _ - _ - - _ 5000 5005 5005 LU EXISTING— O GRADE 18.92 L.F. 5=0.50%- 62.00 L.F. EXISTING 8" PVC- 4995 5000 GRADE 5000 a 4995 S=0.5090 289.47 L.F.— 8" PVC S»0.50% - 8 PVC - Z a 4990 4990 4995 66.48 L.F. 4995 (n S=0.50% 8" PVC 4985 4985 4990 T4990 4980 .. _ - .. 4980 4985 .. 4985 N 3 � N w 3w � w 3w � c3i� J J � 00 zn 00 _ �� � _ M +9 pNj A . 0Nj O 0) Q M ^ 000 Q N M 0000 0) _ 0)00 c> MN � M c0 ^ O 0) 00 N 0) too 00 00 0C) O0) It ` 0) d? CO " n i 0) - d `4975 rn0) a 0i 4975 4980 oa rn II 4980 0r co` 0 on -* (co oLO * .t coLO�o moo o a o O m ` M +0 o O + II II C 0 +OII II 00Q + Q + TSTr INC. LO � � � ) LO) D O Z) O D O D O CONSULTING ENGINEERS = `- IlO = `- IIZ0 _ � IIZ0 = 0 `- IIZZ0 = � - IIZZ � 3: III 748 Whalers Way Q Q > Q j j Q j j j N Q j j j Q j Suite 200 Fort Collins (nU) � U � Z Z Nfj�Z Z � v � � ZZ Z NvN � ZZ Z NN � Z Colorado 80525 4970 4970 4975 4975 Phone: 970.226.0557 15+00 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 72 of 224 N Z 0 z it O (n w LLI 0_ SS-4A SS-04 w En LOT 19 \ a V E. ,, LOT 20 LOT 20 \ Us i�� q. LC LOT LOT 21 $ 30, / 1 I — m LOT 22 5 W \ LOT 1 fNq�REE M^ l /l N LOT 19 W s / �48 LOT 2 LC �T f / DRAWN )T 23 s ` I I 1 �I LOT 28 TRACT M BRB $' e LOT 3 � IN _ LOT 18 I° S W S �: ' P \N SSMH-2B /�� /D,LCs•A.£ 'm° I� D c'' CHECKED \ N LOT 12 STA. 10+00 o DAP \ LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 5 / �? / & (/£ 1` . N° �m _� ` TRACT M \ ` W 5 LOT 29 / / j �` cn. m r- DESIGNED \ N - \ \ in= S 3\ / F L - - - � N LOT 17 �p — BRB - S S -S S S-W S S - - S �o o - - - - _ - _ � FILENAME LOT 30 , 0009-SANITARY 0 0 8" S" , °o EWER 1/ 1+ o \ 15 61` 15+00 SEWER 4° 0 1 + 8" WE a 12+00 e 4 — _ _ � E ER 3 E R� S,0 SSMH 46 — 11 92 \ — -SS N \ LOT 24 S M M S cU2� M S - - S M M S S M M S S M S M W S M M S S M N \ LOT 31 I. t� c� S S S � •pFt �, J SSMH-4B LOT 12 m - SSMH-4A6 GO• Q� �P'� SSMH-4C w d SSMH-4AiL• . NLOT 41 / STA. 11+92.46 - PQe O�G O b w STA. 13+98.29 0 - STA. 11+10.91 : G S� STA. 15+61.37 M a a w LOT 32 �p SSMH-4AA• LOT 14 LOT 16 p�� Gp� ' ` 3 0 ) LOT 40 STA. 11 3.57 LOT 13 \ LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 11 1 R R LOT 15 e ��� �,•�k/ \ \ A / � IR R Io �O S/ .00'. • � \ LOT 39 LOT 33 �j C9 LOT 10 KEY MAP \ I IJR1�1 IRR I I IR I I \ / ° N . T. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z Ir THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) od 5010 5010 > Z m J PROPOSED D CO CO 0. 5005 -GRADE 5005 5010 5010 (n a or PROPOSED a = W GRADE a 5000 - 5000 5005 w 5005 F_ CO Z - - - - — - - - - - - - - — - - - - - - - EXISTING O GRADE— EXISTING— _ 163.07 L.F. I GRADE 4995 5=0.70 4995 5000 5000 a 90 - 8" PVC 287.38 L.F. S=0.7090 8" PVC 110.91 L.F. w � o Z S=0.70q L0 � 88.88 L.F. a 4990 8" PVC 4990 4995 < II-103.57 L.F. S=0.50% z— S=0.50% 8" PVC 4995 (n - 8" PVC Lj U 'p a)- 4985 Q 4985 4990 4990 io z 4980 w -3 4980 4985 3 3 4985 W�� �� % J _ W W 3 W v p �z (p �� 2 - ��to - ��co ��00 CV O co co CIDLf) to Z - � n - co co co 00 00 . O eF 00 00 CV co co O Q - 00 co r7 00 00 cV L0 In � M 0)O >00 g N N ad 00)K Md- 0 � � II LOO Md- r �II 0 C14 0)0) � � e OO 00 vi � OD I� 00 00j I T_ O 00 i ) o a � 0o d II 49804975 rn i 00o crid mo d qt O co It Nca OII O co0 0 0o0' O + mO vOo m m + o II o I a + o TST, INC.+ + C OLO CONSULTING ENGINEERS = `- Ilo = `- IIZZO = � IIZZO = � IIZZO - = `- IIZZO = � IIZZO = � IID 748 Whalers Way V) U)j > U) H � » > (n Z I- ] � _ (n F ] (n>: > (n Suite Colorado Fort Collins U) (n NNI I-FEZZ Z NV) wZZ Z � vN� ZZ Z - V) in Z InU) Z NV)FEZ Colorado 80525 4970 4970 4975 4975 Phone: 970.226.0557 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 12+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 73 of 224 N Z 0 z it O (n w Iw n SS-4B w SS—4C Q 0 m ° 1 30' ELCO LOT 16ry DRAWN WATER ESMT 1 BRB N LOT 15 e CHECKED LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17� j �e / "•t. DAP y0T 23 ' N LOT 14 LOT 38 vj L � �s � l� DESIGNED BRB SS S S S W S 5' t / LOT 4 — tw W — — W — cn U.E. LOT 13 g4 • 'SS-4C' 10 SSMH-4A FILENAME 1 11 s6 11+o ,° a" Ewe �oP oo STA. 10+00 0009_SANITARY S -4B SEWE ' s SSMH-4AA SSMH-4CA — — LOT 3 ' - I :STA. 10+00 STA. 10+63.88 S S S cn pp0 L/ �SjMH-46A i,i /� .�Uj LOT 39 LOT 41 (n LOT 2TRACT MSTA1+86.41 a a LOT 4 LOT 42 a W \ LOT 12 �Q� of 1 0 U LOT 1 Q� LOT 24 �I i. LOT 1 IFS IR R N w O,�F ?• S _ 0 KEY MAP- N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT—OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT—OFF—WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1) Old a a m W J D co 5010 5010 5010 5010 (n cr vv-_�� —PROPOSED a" Q = W GRADE PROPOSED 5005 5005 5005 5005 W GRADE F_ CO Z 0 cr 5000 5000 5000 5000 Q U � 0 00/ EXISTING 1 186.41 L.F. GRADE S=0.50% 4995 8" PVC 00 z 4995 4995 GR—EXA DE G 4995 co 4990 4990 4990 — 4990 4985 - 4985 4985 w w 4985 w ,� 3 w �- ..3 n Z Z Z (n 00 -00 oD M p U) to O j (d- c 0) . d.- 0=II)M r`i O O O 00 4980 rn ° rn0). 0) 4980 4980 � 00 - 4980 p o d Qp ¢ (0 oo TST INC.+ +� + +� O O CONSULTING ENGINEERS III = `- IIZZ � = `- III = `- IIZZD 748 Whalers Way Q > Q � » > Q > Q > ; Suite 200 Fort Collins 4975 -N N z _ z Z Z - 4975 4975 N N N cn w Z Z z 4975 Phone�rado 80525 970.226 0557 12+50 12+00 11+00 10+00 9+50 11+00 10+00 9+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 74 of 224 E \ E \ E p\ E SS-05 0 V) Of IL ~ > o \ �\ LOT 41 LOT 36 �' '\ w \ LOT 40 LOT 39 RAFT LOT 38 LOT 37 LOT 35 E LOT 42 \ j E SSMH-5D \ / \ STA. 13+17.14 S STA. 15+73.51 E E \ W — S W WV — S— \ LOT 43 S — b — — SS-d5\ — — ° \\ 14+00— zEWER 15+ 0, \\ s LOT 34 \ a /. / \\LOT 44 o /:. \ \ \ SSMH-5A P „'s WE 5 - SSMH-5B M — ,P _. S� — —� — — Xo >\\\ S \ F, \ STA. 12+60 Ss,o / STA. 12+92.02 am w \ LOT 33 \ \ m \ / CLOT 5 LOT 6 LOT 7 m DRAWN cn BRB LOT 4 LOT 9 '\ \ LOT 32 ��\ \\ 1�x \ G s IM?R I s \ \ !� /, \ CHECKED DAP ' � i\ C�` SOT 3 ° �' ° \ lr ESIGNED \ s LOT 1 \\ \\ LOT 2 \ ® �'� s� \ y� BRB / \LOT 1 Q.�J�ii \ SF s�' y FILENAME LOT 2 �o�, \ 0009_SANITARY / \ 4 �.• \ LOT 31 / oo ��\ \\ \ L •.. ;'r;^^ •..Er°,.t'r•: �• LOT 12 \ \ \ SSMH-3G_oT 3 STA. 10+00 \ y \ \ e SSMH-5H 0 C .'`° STA. 21+52.26 ��P•� P�' LOT 30 SSMH-5E o I `\ STA. 18+45.81 0 // � LOT 32 \ \ TRA• 'r B � \ . ° s SSMH \ \ t ® LOT 13 \ ' \ STA. 21+06.26 \N LOT 29 L •.....•'•G� LOT 31 \ � � � \ KEY MAP s,\ \ LOT 14 \ '\ X N . T. S. , \ LOT 15 5 / \ LOT 28 / ti� o \ tt lc xP \ 9X NOTES q O- TRACT H \ / o / LOT 30 f LOT 16 / y�- 1. REFER TO COVER SHEETS FOR LEGEND AND / 5 \ / 5� \ ADDITIONAL NOTES. y \\ LOT 17 / LOT 27 \ \ M 5 \ \ ® �� �'° �`�" /� ' ,/ \ �' oo � e f 2. DUE TO GROUNDWATER, CUT-OFF WALLS LOT 29 / i oX ✓ `t AROUND THE PIPE USING CONCRETE OR -i LOT 18 /! °� ,��,` �' LOT \ `� BARRIER MATERIAL AT A MINIMUM DISTANCE 5 Py �. / SSMH-5F /. o� �� , M LOT 28 ', \ �"i5 STA. 19+77.26 �' LOT 10 OF EVERY THREE HUNDRED FEET (300 ) (n LOT 19 `� / LOT 25 \ ALONG THE LENGTH OF THE PIPE IS REQUIRED. 5// / \ GROUNDWATER CUT—OFF—WALLS SHALL BE LOT 27 s J s CONSTRUCTED WITHIN FIVE FEET (5') S LOT 26 \ \° - \ 5 // �5 LOT 24 \ UPSTREAM OF EVERY MANHOLE. THE CUT-OFF LL \ / �, \� \ WALL SHALL EXTEND INTO THE NATIVE LOT 24 LOT 25 / \ \SOT 20 /5 \ ,��` \ \ MATERIAL A MINIMUM OF 12 INCHES (12") AND 0 \ // LOT 23 \ / .° / \ \ EXTEND AROUND THE FULL CIRCUMFERENCE OF Z LOT 23 \\\'' \ \ \/ / LOT 1 \ \\ _ THE PIPE AT A MINIMUM AND HAVE A MINIMUM cc . ' \ \ 141, 1 \ ;� N WIDTH OF TWELVE INCHES (12"). SEE SHEET 0 208 FOR DETAILS. Z 5015 5015 Q 0 m W J D CO 5010 5010 CO Q cc Q = W 0 a W PROPOSED 5005 5005 GRADE Z > > o a- � EXISTING o — - af rn GRADE� � Ld - w � 5000 � �-Q II - - - - - - - - � - - - - - - II - - - - - - >�- - - - - 46.00 L.F. 5000 - - S=0.40% - - - - c� — > a �n --- - - - z II >- o > M _` � �' wz � p Z z � z > L w0 a0 8" PVC - - - - - - Q CD w 25.13 L.F. a II - o 32.02 L.F. z II S=0.22% � > - z 4995 4995 S=0.22% " CD z " - > 12 PVC - 129.00 L.F.—N - 0 12 PVC z 131.45 L.F. orn - � � 272.30 L.F. S=0.22% 256.37 L.F. S=0.22% S=0.22% " u 12 PVC 260.00 L.F. -° 'z S=0.22% 12" PVC 12" PVC I S=0.22% - 12" PVC 4990 12" PVC - 4990 CV Ui 4985 r N 4985 00 00 CD Q � � li N � 4980 ^^w w w - 3 3 ^^w 4980 TST, INC. J Z Z v �� 3 v Z `� En w v - J W W w 3 3 w v CONSULTING ENGINEERS _ �� M z O ^ v M O = _ �� 0 ��00 ��^ 00 748 Whalers Way z M M O O - n O U) di 0 r - z 0) O °. N 00 - O I� N Z Suite 200 Fort Collins Q N n 00 O 00 N O 00 N O - Q O to O N O O Colorado 80525 g N0000 0Nj 'a 00) � 04000 OC) C-4 00. 0)j �` ZOO� _ �` �p � �'0 N� � - NCO0) 0Ni Cq, * Phone: 970.226.0557 4975 o a00 rn rn ao rn ^Sri d- ao rn o a ao rn rn 00 rn rn 4975 JOB N0. co O O In * � 0 —d' cV O II O II sl- rM ^ d- t� O to 0 ,* d- I�0 d ch C6 00 d- d N d.O II ^O II O O II ,�o II 1230.0009.00 rr oo II � CO0 � II moo C) +� II o �oo II wo O w O c9 O = O " 00 +o II II Q o + II �n ,� =o + II w ± zz ~ I ± zz ~ I N zz ~ I Nmo H:1 =50 V:1 =5 I O to = LO II D � N � I Z � L � O to 00� � O)� O � 04 O � � SCALE =I o IIzz0 I IIzO= _ � IIz0 = II — _ ,, IIz0 = o II - - O = II - - O = II - - O = II in Cn z �� » > � d� > > N �M > > uNic~i� �� u�i �_ can z �_ c�i� �_ Nam_ (n Z Z - Z z » > -zz z » > to I—_ DATE 4970 - In:5 (n2ZZ z NN � z Z NnRZ Z NcnxZIz (n45cn z � cnmzz z NNiRZ9 z cncn � ? 4970 50 0 50 10o SEPTEMBER 2024 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 75 of 224 N SS-5B Z 0 z � O 0 SS-5A L o > w w Q 0 I I W { LOT 7 LOT 6 LOT 3 LOT 2 I•°: ° W -1 I LOT 6 m LOT 5 LOT 4 LOT 1 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 d J I O� O DRAWN ,< I LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 I LOT w Ld M SSMH - 5BB I w _ BRB .w STMH-5A6 I -S - W W- - S - w W d STA. 14+28.31 I 5' I ¢ STA. 13+07.88 N M Q tD " W I M 3 CHECKED U.E. - - - - - W - 3- - - -44 w W - -I -S W - $- - - - - -W - $- - - $ W $- - - - DAP c - - - N N M " �'—c..-• — — —SS-4B -r' - —Y'— — DESIGNED $ S $ $ $ S �-12+ 0 $ SEWER- �13 00— 14+00 . •W W W W W • BRB • _, , a S 5B .. SE 00 .1 +0 1 + •1 +0 . > .. Ali Int : ;> I � .: "" WAR.8 F AME 10 00 11+00 8 .S WERD _ I — _.. 5 5tMl - MM MM M - - - - M - - S-M S -S M - S - SMM S - SM -S S M -S NS S S S S S S S i NSSMH-5BAS MM S S M S S M + I w SSMH-5BCSTA. 11+42.50z STA. 18+20.50 �° ,PvO Un SSMH-5E SMH-5AA LOTISTA. 10+00 A. 12+63 �, I LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 181 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 V•. QQVO�G�O j LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 N vNi .: - I I I'q Z dI G PAC • N Q GD I I { E• I `'-' I Q�' FOB ��• �' , p I •; d IR R I R IR R I R I , I I I R I I I IRR �O� • G� a - .�- - - - - - - w° J ;- I d • I Irn rn irnrn 1rn rn Irn rn � -� , . , 6 > 1 • . . o : , , - NAL wL- o STA. 10+ 0 1 I I I KEY MAP 0 o41 NOTES I I I I I I I I r I o' 1 ..i-o• ° \I\\IV II \I\\IV II \I\\IV I1 Ins �• • r'I •' • ' + \I\II \I\\IV II \I\\IV II \I\\IV II • • . • . 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF LL WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z Ir THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (0 5015 5015 5015 5015 > Z _ m W J co 5010 5010 5010 5010 (n PROPOSED PROPOSED Q = W GRADE GRADE 0 a w 5005 5005 5005 5005 CO Z N > 00 —EXISTING— 0 v '* 0 GRADE o_ 0 44.88 L.F. N W � 5000 cr a � S=0.40% k 5000 5000 3 u> T - -- - - -- --- - - -- - - - - - 5000 Q 8 PVC - o_ - - - - - - --- _ > - °- > ~' _0 Z� o 0 ? -- _ -263.00 L.F.- - S=0.40% - - - - 00 z 392.19 L.F. - ° S=0.40% Z EXISTING 8" PVC 4995 GRADE 4995 4995 0 Z 285.81 L.F. 8" PVC 4995 co Ll 142.50 L.F. S=0.40% S=0.40% 8" PVC 8" PVC 4990 4990 4990 4990 4985 3 4985 4985 3 3 4985 w w� Ld d _j - Ld Ld O ��0 � � V) �� 00 O — vvrn � M o Z O O 00 — LO 0 M = — N (0 _0 Lq 0144 0) ° O � O) 0000 � � � 0 a Nr- 0 eh � 00M 0 0000 c 00) 0 00 000 * OOoO � t a � 00 � O 0- 00 � � � 00 d- 00LO 4980 0 0_ rn rn d- 0 4980 4980 00 0 rn cD a u) o rn rn m a) It 4980 ccM00Qd- � II � C) 0 d- II Qx 't d- II IS II UNp II rf) 00 "t r� w o O ¢ tD 0o II 0° +0o II LL o m o 0 o m 0 TST INC. +� II II + � II Q + LH � + � II II � + m II II + LO II LO + � F- r _ �U) 0 = � z I� = I z z = I w = z z = 1 z 0 I m = CONSULTING ENGINEERS IIZZO = II - 0 = . III _ II - - O = o II - - O = II - 0 = 110 748 Whalers Way � N Q�j j j - � Q� j j Q � j � Q � j j j � � Q� j j j � Q� j j � Q � j Suite 200 Fort Collins (n Z I— Z Z N ~ — Z Z ~ — Z (nI— — Z Z Z (n Z ~ — Z Z Z N ~ — Z Z ~ — Z Colorado 80525 4975 N" N - - - - - N v) w - 4975 4975 v) w w - - - N " - - - N - - - 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 76 of 224 N SS-5E SS-5C Z 0 � m z it O (n w w w Q 0 m 6 Y _ I I DRAWN BRB CHECKED DAP LOT 7 LOT 6 LOT 8 LOT 5 — DESIGNED LO BRB �+ �+ — —`� — — W— — `' -- — - FILENAME SSMH-5EA 0009_SANITARY 10+32, 1 +oo - - - SSMH-5G I w �� STA. 14+05 .c e 8 SEWE STA. 10+00 N FLINT HILL DR — — — — — — — — — — SS-5C�. SS-5E w �P.O••. •� / 10 00 11+00 12" SEWER 12+00 13+00 1,14+05 SSMH-5CA N - - _ v STA. 10+32 S M S- - 26 A.E' ., SSMH-5BA D.E., & U.E. STA. 10+00 IE I alEi tLOT 11 LOT 12 0 LOT 8 S�ONAL E� LOT 10 , KEY MAP E. N . T. S. 1 - NOTES - 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z Ir THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (o 5015 5015 5015 5015 > Z J PROPOSED PROPOSED m W 5010 GRADE 5010 5010 GRADE 5010 (n a a = w a 5005 5005 5005 5005 w co EXISTING i 32.00 L.F. GRADE O S=0.50VC% EXISTING 8" P GRADE- 5000 - 5000 5000 o - - - - _ 5000 a � Lo 00 z z 4995 4995 4995 405.60 L.F. 4995 co a S=0.22% 12" PVC 4990 4990 4990 4990 4985 4985 4985 4985 J W 3 � 3 W v v 0 — �z � �z � OR I� Q I- M cV NO N 0) S 0 0) a It a CV I� a � N N � NQ) 4980 °° (0 a o rn 0) 4980 4980 $0 c . vi 0) dam- 00 4980 N O 0 0 .- It I � 0 00 d u7 Oi LO 0 CL � ? — � 0 0 LO II II j - LO 0� II II � LO"t CONSULTING ENGINEERS = � 110 IIZZ0 = � IIZZO 3: 110 748 Whalers Way Q j N Q j j j m Q j j j Q j Suite 200 Fort Collins N N w Z N v N w Z Z Z (n Z (n N � Z Colorado 80525 4975 4975 4975 - 4975 Phone: 970.226.0557 11+50 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 77 of 224 N ST-01 Z ST-1 A LDU) \ I \ \ w o FES-1 A I / \ j STA. 10+00 LLJ / STM -1 A L n;;zam Q i TA. 10+80.95 ST-1 D STMH-1B sT-1CINLET-1A (2xTYPE 13 COMBO) N TA. 10+83.79 STA. 11+08 44 lyQ DRAWN STMH-1 C STMH-1 D BRB STA. 13+08.86 w ' STA. 11+37.44 F STMH 14+7 .75 / Q N CHECKED DAP i " ST-01 INLET-1 AA (TYPE 13 COMBO)a ~ INLET-1 AB (2xTYPE 13 COMBO)a DESIGNED 12_ 0- 54 S— — + 48" STORM 14+00 / j / C STA. 10+00 sTiq STA. 10+48.70 BRB Q� s• I sXo j " FILENAME 18 STO M I- I 0009_STORM P&P o+ s �O FES-1 B _ " ST 16 93.05 STMH-1D RM STA. 10+30.95_ ,1, I A\ Pp0 L/c V S S W S S ` W S S � - I TONAL - _ j - - _ - - STMH-1F j N KEY MAP s j j STA. 16+15.93 ,l f IN 1 N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS Z WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cc 0o a. m W 06 D CO 5010 5010 5010 5010 Q Z 24.65 L.F. ` -1-1- = Q > a. S=0.30% �+ PROPOSED 29.00 L.F. EXISTING _ GRADE 43"X68"RCP S=0.30% GRADE (PRIVATE) 43"X68"RCP 100-YEAR HGL 30.95 L.F. 100-YEAR Q CL EXISTNG 22.84 L.F. PROPOSED S=0.50% 5005 GRADE S=0.30% (PUBLIC) GRADE 77.12 L.F. 5005 5005 - 18" RCP HGL 5005 " " S=0.25% PUBLIC 17.75 L.F. Z 60.95 L.F. 48 P(PRIVATE) 48" RCP ( ) S=0.50% S 0.30% - ( ) MUL 18" RCP O O 48"X76"RCP (PRIVATE) (PRIVATE) _ _ _ _ - - - - _ _ _(PUBLIC) 5000 - - - - - - 5000 5000 - 5000 171.42 L.F. 163.89 L.F. - - -143.18 L.F._ - - _ ` - _ - _ - S=0.30% S=0.25% S=0.25% 54" RCP 48" RCP 48" RCP (PUBLIC) (PUBLIC) (PUBLIC) 4995 4995 4995 4995 0 _ _j CD — O J = J m _ O 4990 Y - Z Z 4990 4990 z 4990 Q - 3 3 Z 0 3 - � - ^ 3 � to ^ cn 3 w w -C vv � v vO - O vv � _j v v0 v0 �O re) N � v3v0 � O m Wm O W � ' rnO 00 r, u rn oN � noo Sri LciLci ,E Nr a -N 00 ' E �; 0 ' . � . � tC � 0. 0) — O� CID rB � O � � 0 C e0 tC 0 �C — �II- tDI O0 0 = Ij II - 2 Ncv _ C '_B ^ � C = n I � II 0 = � � O0 't �N 't O rn 't C Cy 0 MdO � torn �p rn rnC rn N � ffII 4985-d rnO rnrn rn co 00 rnrnrn rnd 0r X rn 0 ornt0 cnO0- ON1* o,* 0O �- � � o0 0 0 Cd Z o 0 0 IIco — � M� � � II + +p+ Q + 0 m + Q + U � w 0 +0 + o QO O O � 11 M0 =11 lot 0 =11 00 O -zO O O 00 OLOO Z Z Z Z Q z = II IIZ II pz — O � O z II cnd> ate » > Qom » > _j a » - ate » > - a�» » Qom » ate» �Q> - a > a� Q �NZ Cj C~j) � Z Z Z CnC~j� � Z Z Z Z C~j)LJiZ Z — N �� Z Z Z N Cj�Z Z Z Z CnC~j�� Z Z Cn��Z Z LU_(nZ Z Cj LZ Cn CjFZ Z Z Z —Z (nU__ K 4980 1 1 i I _- I 4980 4980 - - 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 78 of 224 VERT: 1"=5' N z 0 z it O 0 ST-02 v) o w LU FES-2A Z o _ \ _ - b - - ST 10+00 INLET-2A 2xTYPE 13 COMBO N - 0 NI 1 m _ STA. 10+62.76 ALL �f A 0_ sT-2c o { .. S 02 , I. . STMH-2A DRAWN STA. 10+84.30 . I .• o o o r Q X8 .J 5 =� .Y !.. 5 o- • : 0 — S M S CHECKED � BRB SrOR ST-2A.. Ij x ,s +< N N �: � = INLET-2B (3xTYPE 13) �I I DAP TMH-2C I x: �;; � s r, I I. ",:"s �„ ST 20+11.80 I - - - - - - - - - - - - - - - T 11+98.12 + — - - — - - - - - - ��. — -- - - - - - — — — — — — — — - - - - � + - - - - - - - DESIGNED tYL ® J r 20+00 N BRB .,. a. ....: .. ST1vIH 2E . . W — — — <: N: N'. I FILENAME STA. 13+96.4 � �' ` �' E E� 0009_STORM P&P ST-02 ST-02 ST-02 I 00 -13+00 36 STOR 1 00 - 15+00 w 0 24 STORM -17+00 18+00 19+00 - p0 L/ m - `i TIMBERLINE RD STMH-21 �P. C N STMH-2D N STMH-2H g p�.•apFtE P� N - TA. 18+41.21Q�O� G�O� TA. 19+63.71 STA. 12+77.21 _ E cn x . STM 2G - Q J-• - _ P ` ;f G S ST 15+92.25 - - - - - 1 11+39.71- = - - -- - -_ _ - - - TA. 14+85.12 - - _ - - - - - - - - - - - - - - - - - - - --- - - - - - - /.T\\ Z O •' S - E .a• d cn 0 T—, s— z /, c r KEY MAP NAL F . . Z ��7 P - . ..� N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O cc 0o 0. m W Old 5010 5010 D co 100-YEAR HGL - 48.08 L.F. = Q _ S=1.50% J PROPOSED 18" RCP 21.54 L.F. 55.41 L.F. 58.41 L.F. GRADE �HO (PRIVATE) 5005 5005 - S=0.20% S=0.20% S=1.50% 62.76 L.F. 53"X83"RCP 53"X83"RCP 43"X68"RCP — S=0.20% (PUBLIC) (PUBLIC) (PUIBLIC) »cam HGL—HGL - 53"X83"RCP _ _ HG - Z (PUBLIC) - O 122.50 L.F. O HUL 5000 — _ 248.96 L.F. S=0.50% 5000 _ - _ - - - - - - - - - 00 S=0.50% _ _ _ _ - 89.66 L.F. 106.13 L.F. , - - - 24" RCP - - a �— (PUBLIC) S=0.50% S=0.50% - - 30" RCP a N (PUBLIC) � 119.25 L•F' 30" RCP EXISTING 0 4995 S=�•RCP (PUBLIC) (PUBLIC) GRADE _ - > I a � 0 �i 79.09 L.F. a 36 � z 4995 S-1.50% - z ° - (PUBLIC) o � = Fto - ,� 4.2" RCP � r < � CL � z 0 0 t > Ao (PUBLIC) > u z n m °' cD a00 0) � cm N >z z rn > 4990 o 0 0 �, o r. w - - z .. ^ 4990 U - J ^^3 J o ^^Z -_ ^^^N Q II ^^^3 ^^N ^ N Z -^^^ N ^^ 3 ^ ^ O W W .i U z W W W 3 W _ W 3 W W 3 W W 3 W W ^ n W Z (n IIZ (n (nZZ - > ZZ (/� ZZ Z ZZ (n ZZ Z F7 . �M Z ��00 Z z �� � Z ��� �0 a0 ? v��� �� ccLL�� v�� N �� O �� O W M —U 0) 00 O U - z O O O U L0 LO cD O - to `- d, d. et O M d N N N O cD r7 ^ cV W ") -0 M 0) M 0 , O O O O O cD cD 0) 00 'm Di ai �- O 0) O> 0) O Cn Cn M 0) C� r O O O 00 J OMB O J �-OQ�i O J NOS O '0�00 � �I�eF� �N �'� � O �1n � 0 0 0 O VrNN O ��DN o O O 4985 Nj N ^M0) 0) 0) `t \��Ornrn `� \� `nrnCnrn d- NNmrnrnrn p�°' rnrn o� � rn d- � CVN0000 _ oN � oo `n g`� � O `n M � � � 4985 o -..c�i II - 3 ,*o � II 3 0i- � � it 3 000 � II nrio * * II ocoo� * II o`Do � II II I�c-jOLA LO LO II c0�� ln L0 II 0Ii LF) II v - a0 II O� �Do °00 ")o 0) ^o 0) 000 °'o �O _`°o � O +� ¢ +00 II ¢ + 0 II II m +0 II II 0 + 0 II II II o+0 II II II W+m II II � . �+ 0 II �. o+ � II II II _ _+ 0 II II + 0 II m + 0 ¢O N o N O N �- O N �- O NN NM m Nd O N� N00 N0) N O � O C-4 I Zp I IIZZC I � IIZZC I IlzzzO I � IIzzzO I � IIZZC I � IIZ00 I � Ilzzz0 IrIIzzO I - IIz0 I N 0 II — _ - - _ - - _ - - - _ - - - _ - - _ — _ - - - _ - - _ II 1- W HJI-- H - P-I-_ jt-_ H _ H - FH - H - W I- J 4980 (nZ z U z Z_ (nt(nxl9 z z (nlV)E z z V) V) Ez Z_ Z_ Z_ umwK Z Z Z NNFEz Z Z Nv) Fz K Z_ (nu) EZ Z Z z Ent(nXz z z (nNEz z z V) � z 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 79 of 224 VERT: 1"=5 N z O z it O (n w w ST-2A ST-2C ST-2B 1 JI .. \ �. S C' I i ST-2D I T • r > a i r — Q I ST-2 a _ 111 , c C P • I � . — — — — —S I e cn m S S M S I N I >- J I - I o �c I m Q I v)L I 2 ' — — — o TMH 2D p DRAWN STMH-2A W TA. 10+413 BRB STA. 10+00 INLET-2B6 2xTYPE 13 COM —2CB 2xTYPE 13BO INLET-2BA (2xTYPE 13COMBO) INLET 2CA (3xTYPE 13) INLET CHECKED STA. 10+38.02 STA. 10+00 ST 11+00.25 t: sT-2A. INLET-2AA (TYPE 13 COMBO) sT-2B STA. 10+00 S n I — DAP P DESIGNED STA. 10+18 1 o+ o d I I S• _ _ r T-. 0 2 C - - - — 2 STORM-- - - - - - - - I �. I — — 18 ST RM \ f° a A TEY 0+00 11+00 BRB 3N O e — — FILENAME ....j.. .:.,: -, '. °-. P _o... _ .. ,.- U• .may—. M STORMe S o •.-1 ° . I M Q F S M - S 0009 STORM P&P e � sT-02 4" SEWER TEA BR00 DR ST-21 Un m 3 O I04 RU G,,pC� Q La N o - I° Q s - — — •N Q 1 R" CTnR 1� 8" 10 STORM I R R O KEY MAP N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. LL O cc 5010 5010 5010 5010 5010 5010 0 i v 1_`14 PROPOSED v _ 23.00 L.F. 1 GRADE W 06 15.02 L.F. S=0.50% 46.13 L.F. 54.11 L.F. D co 18.00 L.F. S=0.50% 100—YEAR HGL S=0.50% S=0.50% 18 RCP S=0.50% 18" RCP - (PUBLIC 18" RCP 18" RCP Q Z 5005 5005 ) 5005 5005 5005 5005 24" RCP (PUBLIC) PROPOSED (PUBLIC) _(PUBLIC) Q = J PROPOSED — (PUBLIC) EXISTING GRADE GRADE EXISTING GRADE GRADE 100—YEAR HGL 5000 5000 5000 100—YEAR HGL 5000 5000 5000 Z - 77 44— EXISTING co 4995 4995 4995 01 4995 4995 GRADE 4995 U O H cfl SN O J O � m 0 m > z II C9 U' Z m O . _Z a o-O v � zz > r. 4990 4990 4990 .. o� r. 4990 4990 ^ a- 4990 Y 3 v w-Y 3-war v 3 w 3 0 � _ ? 3 UO ^^ � (n to -U ^ 1 Z N ^^^ N co ^ Z WWI,—V v-� (nZZ p_� v ZZNvw M_ vv 04 v W I w1 0)— W M ; Cn i 00 - -� tp o �_—oI3 3 n w co - 0 o rn i. ao co _ IIZZ _ 'nII CSI = Nd �o i � N 4985 0 . rn 4985 4985 n o) rn CD 4985 4985 04 0) O dF-II ' 4985 rnood0 o no � � � Qc I I 0 0 ooMc N � mo ,* Oil II 11 oON + + m N N� N0in� N0LO 00 O + p N o `n O NLOZ) `n O I p 00 -4 — 0 � = — OFL 0 F II N N � Z Z Z Z NwZ - Z �� Z N�Z Z Z Z Z NwZ Z CnwZ cnNxZ Z Z Z Z �wZ 4980 I , - I 4980 4980 —I 4980 4980 — I - —I 4980 9+00 10+00 11+00 11+50 11+00 10+00 9+00 9+50 10+00 11+00 12+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet QO of 224 VERT: 1"=5' V N Z 0 z it O (n w ♦ w ST-21) ST-2E TNLE I W�LID #2 REFER I ,N z13o — 0T 2 �S HE E -TO ISTMH-2E � l it oFOR LID SYSTE Mw .wI I ..I °. STA. 10+00DETAIL I STMH-2G m" STOR I IST . 10+23ST-2D 10 ° I I NI T � FNLET-2EA (TYPE 13 COMBO) m OUTFALL LID#2 (3xTYPE 13 COMBO P STA. 10+00 �/ DRAWN I I STA. 10+38 G BRB STA. 10+67.21 ' CHECKED ' N I� °+ �` '�✓� DAP � ® 1 DESIGNED BRB I I I I \ FILENAME 0009-STORM P&P — - j ST-2C L ILL S- - - S S- I I r I S / / / • f SST-2H I �� � • ���G D�S� 18" SEW R I Q�� C p, 1 i � � i I. � III I � 0•.....•' G� � S�ONAL E� KEY MAP N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z LU J 5015 5015 1 FOOT OF FINISHED GRADE, A LOCKING LID IS -T_ REQUIRED. O LL _ co O 5010 23.00 L.F. 5010 15.00 L.F. S=0.50% Q o S=0.50% 18" RCP 18" RCP (PUBLIC) W Off (PUBLIC) PROPOSED CO 5010 5010 5005 100—YEAR HGL GRADE - 5005 Q Z Q = J PROPOSED GRADE 5005 100—YEAR HGL 5005 5000 EXISTING 5000 GRADE Z Gt O O EXISTING > "q GRADE o_ o) 5000 5000 4995 4995 x > 00 Z 67.21 L.F. S=0.50% - o 18" RCP _ _ m o 4995 w-(PRIVATE) 3 4995 4990 v w _ 3 m 3 4990 v Z Z `� M v W 3 W� 0U _z 00 0) 14- Op a N N CV 0 CAd. Cb � 1}-- O O» W O 4990 o N °r°° o - rn 0) 4990 4985 ro 00 0 e o 0 0 0 00 0 — ^ o II (0 o 't 't II `'ao `n -N r� c - 0 0 0 u7 4985 a + OII Ng=I 0-11- o w~ + 0II � 0=+0II II l- w~ +0II 1I0 � No No � No 'n �o ZZ � 0 z0 6O � HJ> Fla- m » > - Ja > a � » > > Ld 4985 o N�-z NIN w z z z 4985 4980 - z in U- z N N y z z z z z U)� z 4980 I —I I I 11+50 11+00 10+00 9+00 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 ° 50 100 SHEET scale HORIZ: 1"=5' feet 81 of 224 VERT: 1"=5 V N ST-2F Z 0 z it O 0 ST-2G v) o w a �S - $ - -$ - $ M S $ M $ / I I o J ► I I � I I I I � � I I m I I INLET-2FA (2xTYPE 13 COMBO) STMH-2 o . STMH-2H FA I I I STA. 13+76.85 STA. 10+90 w I _ I 1'` .h I I -- j I .� J DRAWN L— -— . 0+00 e J I - _ I �. a. I � � BRB STA 1 CHECKED _ �� a � �N I. N - - � � N DAP I HARWOOD DESIGNED -ST-2F I io cn 1 BRB 0o INLET-2GA 3x e 12+00 �a+oo TYPE 13 COMBO FILENAME o N s . ' STA. 10+29.50 STMH-2FB I v — 8� 0009_STORM P&P -- STA. 13+32 — I I N - — STM —2FA cn� ALLEY 0 ST-2G STA. 10+00 I pp0 L/ I I I o •....,C I I I I M $— — —18" STOR I �: � . . I _ _ _ _ _ _ - �O S/o•.••ECG\ KEY MAP AI- N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. 5015 5015 (0 LL 44.85 L.F. T"m2-F S=0.50% 0 0 18" RCP ots 5010 (PRIVATE) 100-YEAR HGL PROPOSED 5010 5015 5015 �W/� GRADE co 4-3 Tmmm2 z Q = J HGL HG 5005 - 5005 5010 PROPOSED 5010 Q GRADE 2 29.50 L.F. 100—YEAR HGL 42.00 L.F. S=0.50% Z S=0.50% 18" RCP O O c) ►� 18" RCP 90.00 L.F. (PRIVATE) 5000 a_ - - - - (PUBLIC) S-1.0090 5000 5005 5005 24 RCP — a EXISTING o o- (PUBLIC) -. GRADE C. to- m ao z_ z II m 0 4995 0 w ? w 3 4995 5000 v w w 5000 1 n > �� M w � 33 � > 0 - w3 �. M -=NCO 33 � 0 Z ZN o_ o ZZ _H0 zV) I� / In vv P7 _D' uu (0 W 00 00W up) w Ln t� tC O —Q � of II j = j trj OO II N O O zO O� h -a� O M X 0 O p 0 ` °' > � oo c00� � O`�m on LO . _ - II Lo 49954990 MO 0)0 t000 00m � mO p 00 N <0 EXISTING � o o p N � DNa C N O*40 N0L GRADE 40 II II j ~ III IIzO =`- IIZZD =� IIzz0 FL 0 _� IIZZ0 JQ > — H > �`> > H � > > > JHJ > H� > > > Z (nCzZ m cnFZ Z Z mnRZ Z Z NL, Z NV)EZ Z Z 4985 I 4985 4990 4990 15+00 14+00 13+00 12+00 11+00 10+00 9+50 11+50 11+00 10+00 9+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 82 of 224 VERT: 1"=5' V N Z 0 z it O (n w w , AL EY _ LLJ I S s Y "Nc -- — — — — — — — — — - - - (n I 0 + N Q r - - S - — S M S S S S I ,I y'� o i \ — cv ° / I ° I f OI I I ST-03 0 cn > \ ��\ �/ a DRAWN I� — STMH-3C STMH-36 z I BRB I . J: �' I f STMH-3F STMH-3D STA. 13+08.90 STA. 11+41.84 CHECKED ST . 15+91.05 STA. 15+21.78 — I v — - _ — — 0 DAP DESIGNED ° STMH 31 , . ° ,... • - ° STMH 3H .° .. �. 4. , _ . , , . BRB r • , P STA. 19+32.27 STA. 17+33.69 ALBROOK DR \ FILENAME C9 O s N _ - - — TEALBROOK DR _ - - - - - tu 0009-STORM P&P —N — ST-03 ST-03 6 S R TORll! x M STMH-3A 19+00 24" STORM 18+00 17+ u R7777 M� L °• • 18 STORM• �• • STMH-3J 42 STORM STMH-3G STA. 16+90.05 STMH-3E STA. 19+52.02 STA. QF-FOB ��•��,� FES-3A �O� S�ONAL E� STA. 1°+°° KEY MAP- N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O 5010 5010 20.62 L.F. 48.65 L.F. D W Old S=0.30% 66 O Z 5005 19.75 L.F. - 48 RCP RCP- (PUBLIC) 5005 Q 18 °RCP 4S 60.30% (PUBLIC), PROPOSED _1 OO-YEAR HGL GRADE — � GRADE EXISTING � J (PUBLIC) 42 RCP (PUBLIC) - - - - - - - - _ Q 5000 HGL GL HGL Gt f HGL / 5000 - - - - - - - H L_-_ Z � - - - - - - - - - — H L O O 99 )0 L.F. j 212.88 L.F. S=0.30% S=0.30% 167.06 L.F. 67.41 L.F. 4995 48" RCP S=0.30% 74.43 L.F. 4995 (PUBLIC) (PUBLIC) 8 x91 RCP 66" RCP 5=0.30%58"x91" RCP S=0.307 1 5 " " (PUBLIC) (PUBLIC) 58 x91 RCP S$0.30% o o _ (PRIVATE) o - z 24" RCP - 4990 ? w Z _ - w (PUBLIC) Y w z w w w w w 3 4990 vo Nzla v v 3w � v 33wv 3wv 3 � 3wv 33w � 3wv �� Lij 3v O ZZ 0 ZcnZ 0 ZZ z zz ZcnZ ZZ _Q ZZcn Z J CO�� J . p p �� � � ^ �� ��� ^ v� M � rn ��� � � N CID (0 00 I -� 0LO 000 00 N � � O r ^ � � r, NN taro 0 toMcfl `r N N 0000 3 00in 3 NNN 3 OO NN 0 0) N N N = . 00 =gm 'm � � �gm 0II �'80o � 0II - � II g0=� � II II II II �o II >II II � n� �� � � o � 8 00 0 0) 0 0 0 � 0 0) 0 0) o II O O ca �. fl � rn �4985 gO p0 0 N N � 0 0) 0 CNI0) 0 � CV 4985N '° 0 � fl� c � � ?� 0 0 c � a)^ - 't 0) ,n0 0 O OOo , '0 co O � �a o oNo p o ^ o +OII II +O _ +o C9 +o w+O w+ O + o 0 + 0 m OII II II a +� M � M M � L IS) 0) 0 0 c0 LO LO LO M no 0 zz =� 2� IIZO n_Z Z II Z= = _ II a � >: >: : > > : > a > > » > am » > > a � » > a � » > > a > > Na> Ld 4980 to Icn w Z Z Z i Iin ZE Z z z N N FX Z z z Z i IN Z z Z NIV)w z z iIn ZE Z Z Z NI(n R Z Z Z z (Iin FX Z Z Z NIV) Fx Z z Z Z NIN ZE Z z wlcn z 4980 20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 83 of 224 VERT: 1"=5 V N Z 0 z it O 0 ST-2H U) o I w ST-21 LLJ ` r Z LL�� � ' - I i o 3. ST-26 I I r N N m STMH26 r 4 ST 02u • .. L `N D s DRAWN ' ,IS CONNECT TO LID#2 - STA. 10+53.21 +53 SST-2H 10 00 N - CHECKED BRB :7 ► C - STMH-21A `i Uj � DAP I18" S W R 4 SE WER LID #2 REFER I I STA. 10+56.89- STMH-21AEn TO SHEET 213 I STMH-2F o sT-21 �o — — _ STA. 10+19.15 J DESIGNED FOR LID SYSTEM I ,� TA. 10+00 "NORM_ — — — — _— — — BRB DETAIL FILENAME C j, 0009-STORM P&P ,f INLET-2J6 (TYPE 13 COMBO) INLET-2JA (TYPE 13 COMBO) r { Cn I I STA. 10+38.29 STA._10+00 PVO Ut, ..••••. ILLI i t I I .I v��• p�P�p� sT- 2D' I '� U) I 1. I I I w G PQ S��G . KEY MAP TONAL N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O 5005 5005 5005 5005 PROPOSED 100 YEAR PROPOSED06 GRADE HGL 100-YEAR HGL W GRADE �/� co PROPOSED PROPOSED `�+ Q Z — 5010 5010 5000 — GRADE 5000 5000 1 1--GRADE - 5000 19_15 L.F. = 19.15 L.F.- PROPOSED S=0.50% S=0.50% - -GRADE 18" RCP 18" RCP - Q 5005 100-YEAR HGL- 5005 4995 4995 (PUBLIC) (PUBLIC) - z 4995 4995 Z 56_89 • O O S 1' 00% 24' RCP SOOO _PROPOSED 5000 4990 (PUBLIC) 4990 GRADE 4990 4990 U N 53.21 L.F. - S=0.24% o o o 0 18" RCP = Q J 4995 _ (PRIVATE) 4995 4985 O z z 4985 m O ,� m 3 3 Y -� > 3-Y 3 4985 m g m _ 4985 W�z - 0 W W.Zi-O 3r.� O —Z 0 Z O 3 .. z O z cn .j to w c� `. 0 3 c) ... .� 0 J w v�CO J �� �p M LO �0 0 0 -� co 0CIDr � co o- 0) 0) - 3 00 3 Coco w 3 � � w J M @ Mrn rnrn _ + ' O00 0 -.'e CD 0) NO rn 4990 O N of o rn - 4990 4980 t .rn rn 0 00 C' 0 0) i 4980 4980 N 00 0 °' rn rn 00 4980 '�rn o 0 rn o� 0 co" q �. d: co .. ,n0 00 II II o0 II ,no II °per II °' o � II - 0 II Uo� N� u7 II ? j Now II II ? Now II II ? m +�pH Now II II Noon = z — II =� IIZOO - _ � IIzzO _ � IIzzO I14 � 0 1 IIz Z 0 I � � o - 4985 - - U Nz cncno: z z z = 4985 4975 in ORK 9 z -cn NFrz z z 4975 z � -2z N NiEz z z -z cnwz I - - 4975 -I1 1 4975 11+50 11+00 10+00 9+50 9+50 10+00 11+00 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 84 of 224 VERT: 1"=5' N z O z it O (n w w S S S � 'S _ S S S S - I-s $ _c CLLJ . . o . s s s s s sj S —s s s S s, •6 ST-3A m DRAWN BRB CHECKED STMH-3AC � � DAP ." �/ -� STA. 15+51.50 ■ _ INLET-3AB (2xTYPE 13 COMBO) STMH-3C DESIGNED STA. 10+00 STMH-3AA r STA. 15+61.50 BRB ;01I I STA. 13+44.63 INLET-3AA (2xTYPE 13 COMBO) 0 w j STA. 15+41.50 INLET-3AC (TYPE C) FILENAME STA. 15+87.67 0009-STORM P&P ST-3A 1NilST-3A I � ST-3A I I 1 11+ I 5 STORM 12+00 3+00 54" STORM 14+ 0 15+00 48' T / P�0'L% II / � 24 ST M O��•' RE �P� .: I f � � I `�, STMH-3AB 1 STA. 14+65.70 I � m - - - - - - K- i S - S ' S S S S S S , S TONAL \\ STA KEY MAP — � s� 3 t N . T. S. \ - - S S S S1CS S S S �N S N V S S �S S S NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O 5010 5010 cc 0 10.00 L.F. PROPOSED S=O.5O% W olts GRADE 24" RCP CL o 5005 10.00 L.F. (PUBLIC) _ 5005 CO Q Z CifEXISTING 0 � S=0.30% 26.17 L.F. GRADE 3 li zit 100-YEAR HGL 48" RCP S=0.50% Q = J z Z > (PUBLIC) 24" RCP > 00 z —(PRIVATE) 5000 HGIHGL 5000 121.06 L.F. — 75.80 L.F. O 344.63 L.F. — — — — _ S=0.30% S=0.30% O S=0.30% 54" RCP - — 48" RCP 4995 54 RCP (PRIVATE) (PRIVATE) 4995 (� (PRIVATE) 10--01 O J O m 0 m z 4990 w ,�3 3 3—0 3 cYi 4990 3w� a °M° w3n wnz r� wn ww3 zz o zz z z 0 z z ILL:btv=z rM re) O o 0i 0_ c0 O O. N a L In ILL, 3 G0 00 00 CV n- M t0 0) O C� 00 1 rn O n n 4 4 _ L0 d- — U) rA rA (0 — t0 - w O w � z II 0) -- 9 OO 11 A g � � � ¢ 11 � > On � rnrn O� tp0) d0' d0' C.4 rnc00^rnrnrn 000 (n 0)00 O ^ 0' 4985 . rn rn � z (0 rn rn c0 0) ..rn^rn "' 0) �?C!0 0 0 �?n 0) co^ 4985 0)o <4 0 QOo po Utp OD— II no� II II = M;� II II = <+LO II ? ? -M �� II a � M �� II II II = M �rp II = M �rpj I II Z Z O I II Z Z O I II z 0 0 — I z 0 II I II z z z 0 l - z 0 I 0 _ w II > _ -w II w II 4980 wU) z z (nlV) Fz z z NIN � zI z z =z y�z z w NRz z z z _z N�z z z Cn� z4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 85 of 224 VERT: 1"=5 V N Z 0 z it O (n w w JA ST-3B Ln ST 3F ( \ •AL Y 1F �e6 } cn i S S' - J: cn �, / Q . ' INLET-313A (3xTYPE 13) \ aLL z o „ N STA. 19+94.59 U) �—I • DRAWN o z L STMH-36H \ \ BRB STMH-36C _ J� S ST 19+50.21 —T� \ - CHECKED STA. 14+10 STMH-3BE _ I \' DAP STMH-3E -I STA. 14+93.47 _ ' STA.S 6+93.09 DESIGNED ST 10+00 :. • I. I �1 .� BRB • U v 1 FILENAME - LONGWOOD DR I ' 0009_STORM P&P U) I- AST-3B ST-313 +oo a is+oo +oo.a E i 0 C o N ° , \ oo •�0 �GJP,�pC� T STMH-3B6 STMH-3BD STMH-3BA /� ❑� Q �1 STA. 11 46.46 STA. 13+28.24 STA. 14+75.23 r \ P / \ � 3BG � \ .Y •\ � O G S • jv l STA. 18+67.40 N r � r od S jO �, S KEY MAP S , S S S- - SIB�j S----" S - -S1_ S + �, S - S S -S S � - -Si- - - - -� � � \ N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cc 5010 5010 0 44.37 L.F. W S=0.50% ots 24" RCP - co co (n 18.23 L.F. L j(PRIVATE) Q Z 5005 S=0.50% r .100-YEAR HGL 5005 = Q EXISTING PROPOSED 36" RCP J GRADE GRADE (PUBLIC) — > a HGL HGHGL--HGL HGL L HG HGL HGU— !FGL HGL —HGL--HGL—HGL_ _ - - - - - - - - — - 5000 _ - - - _ _ 5000 Z - � 1.76 L.F. 65.23 L.F._ 181.78 L.F. 8 - - - - 146.46 L.F. g=0.30% S=0.30% i S=0.50% _ - - _ - 82.81 L.F. - 0% " RCP 174.31 L.F. S-0.3 - 48 RCP 48 S=0.50% 11 co 4995 54" RCP 48" RCP PUBLIC) S=0.50% PUBLIC (PUBLIC) (PUBLIC) ( 199,62 L.F. 24" RCP (PUBLIC) � � 4995 (PUBLIC) S=0.50% (PUBLIC) c" - 0, om 0 0 36" RCP =r oz u O (P O UBLIC) z � Z x z 4990 _ z ,� o ^^ Y ^} o) o T ^ ^ _ 4990 ^^ W > � 0 ^3 ao ^NW ^^ ( ^CnN U ^^^in ' � o_ "� ^^ N ^ N ^ fn 3W a o O ^^ (n r0) Wv� W3 w ��_O W3W H_ ao 01 W3 W ^ M ZZ p J W W 3 � � r7 � � Z ZZ z J ZZcn � � ZZ Z Z ZZ Z (n z Q cV 0 0� v 0 �.� z w �p v M v tG t` . • � oo a_ ^ ^ rn N N tM cai> a II r7 N — cfl W aD 3 ao ao - z 4 I O C 3 tp co n II t0 tD M * n 3 a z II r 0) r, 4 N - t� M M rn o0 c6 N o0 cc o0 06 N M a z ,B, d sh N II 0 -� 4 0) 0) �� O (O Lfi O) m 'e N 0) Z ap Z 'B O �e pp O pp O O) 4985 00rnrn - 00 NC�rnrnrn � - Nz z--0040 1* Nrnrn d' -�Nc° 0, � � c � Nrnrnrn � - ��� rnrn �d'N0) �N°' rn v'no� - 4985 0)0 d- n . O O 0 _ CONS 0 M 't 't — �N � t+j N � d' to 't d' d. r�� d' O to ter. d: 00 II COO � II apNo If II v�0 II -p�0 II II w 00 II wa) 0 II OHO II =moo II Q rn� II w+0 II II Q � 0 m+0 II m+0 II II —m+0 II t- �.. m +a II II II m+ C II II m+0 II m+0 II m +00P- ,�0 to if M + 0 II II II F- M M'n = _ '`� `n = -'`� to = = M 't to = ,�co `n D ao`n D ,�rn`n � M rn O O _ II z z 0 I II z z z p _� II z 0 0 =� II z z 0 =_� II ? 0 0 :_ II Z Z z 0 3: II z z 0 =� II Z 0 m II Z 0 -� O I cncn zzNNZZ �N�Z z z �Z -cncn N NN� Z Z NN� Z Z 4980 U) N — 4980 I i I 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 8g of 224 VERT: 1"=5 V N z 0 z it O (n w w S w JL 0 77 ALL \ DRAWN sT i - I Y / \ ST-3D BRB CHECKED ST-3J — / m DAP S1_7 S S� , Q _I DESIGNED - - -- - o m / I BRB S S S S S S S o '�' o L STMH-36 FILENAME STMH-3CC cn STA. 14+06.42 3 STA. 10+24 0009-STORM P&P -77 z F INLET-3DA (TYPE 13 COMBO) .' INLET-3D6 TYPE 13 COMBO ° R o STA. 10+00 STA. 10+47( ) 0 L/ F ST-3D W Q,P`�0 C R I \ 24" ST M V QQ� �G5� I ., L ­1 - J o .p O \I • � STMH-3BF - p� •....••'•G� STA. 10+00 - S/ E� \ , 12+00 11+00 ° ONAL STMH-3C TQ M ,o I KEY MAP � ONTAVA AVE .4N yy y1 ° STMH-3C6 e STA. 10+48.78 1 m - N . T. S. / �y \ STA. 12+82.32 / ° N ' ST-04 77 NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O cc 0o a. m W 06 D CO 5010 5010 CO Q Z Q = > J 100-YEAR HGL 23.00 L.F. Q 5010 5010 5005 24 O 24.00 L.F. RCP 5005 - S=0.50% (PUBLIC) Z 24" RCP cr (PUBLIC) GRADE EXISTING O PROPOSED 100—YEAR HGL 48.78 L.F. PROPOSED ! O GRADE S=1.00% GRADE 5005 18" RCP 5005 5000 5000 (� (PUBLIC) - HQ1--HGL-HGL HGL 5000 4995 4995 5000 - -124.11 L.F. - =EXISTING— S=0.50% GRADE— 18" RCP 233.54 L.F. _ �_. 5=0.80% o (PRIVATE) j0 18" RCP - - CR 0 -0 - 9 4995 3 0 (PUBLIC) w 3 4995 4990 w YLLJ w 3 4990 z II `-' % v 0_ o � Ld Ni�M O � eJ- c� �� co M 00 J �vv M X_ rn M 0)z N � re)coz 1 00 rn O co CA eOQM 10a O 04 rn 00 o — W � N 'MMN -311 W�M LO O O co 0)rO N 0 0 N00 0 00 00 O o_ , — 0) 6, LO N C 0) O � oo ' o ` CO 0) c o rn rn 0) 0)- I co^ 4990 4985 6 R v m m coI I 4985 co co p LO cv LO LO 00 ' d o '* � d '* U0 o z a �II oOII o rn C'Doo p0 m+o� II o +Q � m +o II.- +U U+ + mLO N I o � co C: LO 0 0 0 z 0 z 0 z z 0 01 11 z z z 0 O LLIJ 4985 cnlcn z z z N N W z z NIA z z = cnly� z z z 4985 4980 z N u- z N N R z z z z ? to�? 4980 14+50 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 87 of 224 VERT: 1"=5' N Z 0 z it O (n w w ST-3G w ST-3E Q 0 - ( I I ST-3F 0 I m \ I 1 oY `� - \ m — 1. DRAWN BRB J N O O I CHECKED ILL 0 DAP FLT-3EA (TYPE 13 COMBO) - - i \ I I Q DESIGNED STA. 10+00 m _ I ~` `t BRB -' �� N � rINLET-. 3FA (2xTYPE 13) . y •� � �¢ STMH-3GSTMH-3J 0+56 l j• FILENAME TA. 10+00:• \ STA. 10+13.69 io o �o+ / I / : sT_3F INLET-3GB (TYPE 13 COMBO) 0009_STORM P&P INLET-3EB (TYPE 13 COMBO) 10 0 3 -A IFY INLET-3GA (TYPE 13 COMBO) _ STA. 10+36 STA. 10+36 - - s - q' :j- 0 L STA. 10+00 'sT 3G � I� �: S S S S \ i o �P�....�c LLEY F \ v 0 ILL P -ts S Is S�On, LF� NAL E� y _ \ KEY MAP Ak - \L \ i L ONGWOOD D N . T. S. l I .,ar i NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 5010 5010 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. PROPOSED cc 5005 8.95 L.F. GRADE 5005 5010 5010 5010 5010 S=0.50% 27.05 L.F. _ 18" RCP S=0.50% -`��" PUBLIC 18" RCP D W ots (PUBLIC) (PUBLIC) 100-YEAR 22.31 L.F. co 56.00 L.F. HGL S=0.50% Z 5000 EXISTING 5000 5005 S=0.50% 5005 5005 100-YEAR HGL 18" RCP 5005 Q Q GRADE 30 RCP- 13.69 L.F.-_ (PUBLIC) Q = J (PRIVATE) PROPOSEDS=0.50% > -PROPOSED 18" RCP DE 100-YEAR HGL EX GRADE GRADE (PUBLIC) 5000 - 5000 5000 EXISTING 5000 4995 4995 HCL GRADE Z O O 4990 NIS 4990 4995 4995 1 4995 4995 100 0 0 � J J 4985 2 ^ z 4985 4990 Y ^^w 3 4990 4990 o z U ^^N =0 4990 0 —W—Y ,�.. W O 3 0 3WN 000 rn .. N U U v—p Z (3n Z v V v OJ Wi z ^ N I �. v M N OJ ���p _M I" —J .i.i.iC) er p � rn z II W M ` OOD OOD -� 0 N 000 N M — 3 00 � `r z > W - 0 -W d' W —3 NNN d' W 'e CD CD II oz 00 � _ 0 is 't't 0) O 00 � cop 0) a0) 00 � 4980 04 —iv rn 00 rn rn rn 4980 4985 - n 0� * 'z � � N 4985 4985 `�0 `° II � Kj N II cD t° II 4985 ¢ o0 11 -I� ao� d- d �t II mMp II Mom II II �_ +oi- Mo� � Moto II II ? _Mo+o � M0 �w -I' OF- = +III II II W +O � 10IIZZ M0 `n0 H' rll0 = � IIZZO -H � IIO O j� � � ZZZM � � =O - = O W II = u - - - p W II Q�» > Wa ° _ ¢ > ��» > J � J > JPJ > � � >: JHJ > (nN�ZZ Z ZHJZ Zcnu (nN� ZZ Z ZNliz 4975 z N w z cn Icn 5E Z Z z z ?Icn w IZ 4975 4980 I - N U`- 4980 4980 =1 I I 4980 9+00 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 88 of 224 VERT: 1"=5 N z O z it O (n w w G_ ST-3J ST-31 w JJ ST-3H o J STMH-3BA / m . STA. 10+28 ° - - DRAWN INLET-3HA (4xTYPE 13 COMBO) - PI BRB STA. 10+001 kTINLET-3HB (2xTYPE 13 COMBO) STA. 10+36� N CHECKED ST 3H / - i ' � DAP 10+00 10+36 S Q DESIGNED " I'I Y STMH-3CC Q ^'<v) BRB - - - 24 s• O M ( S ty m Y STA. 10+39.10 S I S \ FILENAME _ S SL - �' N I INLE1-3JA (2XTYPE 13) - 0009_STORM P&P I N �� po / I STA. 10+00 - - INLET-3J6 (TYPE 13)° AL Y 10+ 31 10 0 - �> _ STA. 10+75.41 to ~. a TOR �t STA - - - T - �PDO•L/C Z - - `�. AL Y L �..• P� O / _ S M STMH-3BC - I I -' T STA. 10+00 / 1 INLET-31A (3xTYPE 13) v)+ S - S -S S \S� • 1 STA. 10+50 0� L 1 . : OR 18 STORM I 8" STORM M I S S S Fps G tw S/ONAL E� N DR ------F_,� KEY MAP ST-03 — — — cn / z I ° N N . T. S. S Wt I�� NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O 5010 5010 5010 5010 5015 5015 28.00 L.F. S=0.50% - W ots 24" RCP - 100-YEAR HGL _ PUBLIC 100-YEAR HGL 50.00 L.F. 100-YEAR HGL CI) 5005 _EhS=00.50% 5005 5005 PROPOSED GRADE 5005 5010 5010 Q Z S=0.50% 24" RCP _ PROPOSED 24" RCP _ 36.31 L.F. EXISTING- (PUBLIC) _(PRIVATE) _ 180 RCP " " PROPOSED S=0.50% GRADE- GRADE (PRIVATE)_ 1RCQ (PRIVATE) 5000 5000 5000 EXISTING— 5000 5005 5005 Z GRADE - �. O O EXISTING GRADE F_ 4995 4995 4995 4995 5000 5000 co U ^ p ^ > co O J Om m of CD a �— -UMQM�Z o z �_NY3¢ o II U�I 4990 4990 l— 4995 O dII MM OH II rO>l- II 49954990 O_ � 3nP Z W — wWrn Z rn ^rn O o �—C14Z v � N M3 W II W LLIz' LLj O M00 zO >r 0000 OR O W z � O t -S O � N x � rnrn LO � 04985 mom 4985 4985 4985 4990 0 -*7 . 0 L LO 4990�o 0 o Nw m r ono V0 II Q000 V rvji � �m0 m � +O + + Mo M 000p M0 0LO OL MO p tO � MO ,� Lo � � O 1 '_ ZZZ O O ZZO Z ZO O Uj JII II � P J > J > : > > » Jm» » — zJJ NN�ZZ Z JZ� EJZ n Z 4980 CnCn— Z - - - � 4980 4980 I 4980 4985 - in - 4985 9+50 10+00 11+00 11+50 11+50 11+00 10+00 9+50 9+00 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet ug of 224 VERT: 1"=5 V N Z 0 z it O (n w w ST-3M ST-3K LU ST-3N o cn I. cn / v I IN \ \ ST-31- DRAWN BRB N ��� \ CHECKED / I �a DAP 8 S INLET-3NA (3x E 13) DESIGNED cn - �` - �` I I S N� STA. 10+43.08 ' w •' TMH-3KA < , � ' � `� � \ FILENAME 5 ¢ STMH-3AC ¢ - �t F .... � >, . . , .• -,.. INLET 3M 2 TYPE 13 - ��, a M 0009 STORM P&P STMH-3KA -��, � >,,., I . STA. STA. 10+00 ) . STA. 11+20.53 w N - N STM -3LA s` ST 10+3.08STATM 10+00s 0 STA. 10+82.47 S 11+oo ST-3K K 1 0 ST-3L ST-3 ST-3L S 1 1 w ST-3M` S / S I pp0 L/c MOUNTAIN A 30" TORM MOUNTAIN Y .•••••• + S; • WILLOW o k �, 24", TO •q S i S V QQ� G� - o STM H 3AC " INLET-3LA 2xTYPE 13 G S� • STA. 10+00 � 24 STORM " _ ( ) INLET-3KA (3xTYPE 13) - S I � Q��� G� o • STA. 11+63.62 STA. 11+25.55 •� k , I S '� � FD �••� Ll _mj y ! KEY MAP N . T. S. a NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. co LL 5010 5010 5010 5010 5010 5010 5010 5010 O 0 100-YEAR HGL 43.08 L. . - W ots 43.08 L.F. 120.53 L.F. — S=0.50% 43.08 L.F. _100-YEAR HGL 5005 S=0.50% S=0.50% 5005 5005 82.47 L.F. 24" RCP 5005 5005 43.08 L.F. 100-YEAR HGL 5005 5005 S=0.50% 5005CIO 24" RCP 30" RCP S=0.50% (PRIVATE) S=0.50% 24" RCP PROPOSED � Q Z PUBLIC 30" RCP PROPOSED 24" RCP PROPOSED ` GRADE (PRIVATE) GRADE Q(PRIVATE) (PUBLIC) GRADE (PUBLIC) (PUBLIC) GRADE (PRIVATE) HGL 1GL 5000 5000 5000 ' 5000 5000 - EXISTING 5000 5000 5000 Q — _ GRADE 100-YEAR HGL EXISTING EXISTING Z GRADE GRADE 4995 4995 4995 _ —— 4995 4995 4995 4995 4995 J J =1 EXISTING J J U U O GRADE - O - Z Z =Z 0- 4990 Y .. Y ^ 4990 4990 Y j c4 X ^ a- rn .. 4990 4990 Y .. CL t ^ 4990 4990 Y ^ CL Kii 4990 U w o U ,� 3 U ,�3 -a U 3 R" w U ' W O ^W N > " O W W3 � 0 WW3 N cvo Z w � ^ Z O ..w w _M N 3 Z O' rn ^ — � Z � � t ) zz V) zz O0)J (n W ¢ p i- J v . . Oo o' rn v.�.� Op ���00 0- d w 0 3 - 3 pp ¢ II p v�0) ¢ II w °' 3 0o 00 r `� 3 — 00 00 00 `n 3 00 00 00 'n z II 3 0) 0) °) > W -^ 3 00 00 > °' 3 rn rn °' > w r Ui (0 (0 Lp ¢ II _ — Lo � Lo 4 U) L0 � * O * '* -Oo z �j c0 c0 u7 ao z u7 d* � ao Z L6 M N�`� 1* O � N O O � z O N QM M 0 * t0 N 0) 0) � � � Z°O ^O 0) 0) � N Lo� It O N 0) � d0- _N � � � O 0 0 0 O X o0 O 4985 "(0 N c0 as 0) - rn . 0) 0) 0) 4985 4985 rn rn rn rn co 0) 0) 4985 4985 co 0) 0) O N 4985 4985 0 0) Q N d' 4985 CV II C>0 II O � � � d- II 00 � � � II NNE � Q N Q ONd- � Q � 00� � 11 Qcoo } � QN0 Uo0 Uoo g +o II II II J o II Y +o II II �. +0 � 5 +o II II z Y +o �. Y + ,� II II Q + � II II II Q +� II II II rn M + OH �,� LO O U +001'- M '-U) O - � a0 � � r70 MO MO � � � O � Otn � MO MO O rn I � zzp I � zzz0 I zzzp I � zz0 I O I zz0 I V- 0 I zz0 I �� 0 zd - = II - - = II - - - = II - - - = II - - = II - - O J Q II � v¢i ll_ � Qom » > � Q� » » Q�» » Qom» > J Q II > Qom » > — J Q II � Qom» > w Q 11 Z F— - > ��Z Z Z � � Z Z Z Z N�Z Z Z Z ��Z Z Z - Z �U_ Z N U) Z Z — Z N� Z N�Z Z Z Z ~ Z 4980 I Z 1 1 4980 4980 4980 4980 1 4980 4980 - N - 4980 12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 90 of 224 VERT: 1"=5' N Z 0 z it O (n w w ST-30 I I ST-3P NI LU 7 m Aj • • �i�\ W �' DRAWN I f. BRB CHECKED \ — ." ' DAP M� p HPA I11+24.44 I DESIGNED BRB _ _ SST-3G INLET-30A (5xTYPE 13 COMBO) m STA. B28 STMH-3 I f FILENAME STA. 10+00 0009—STORM P&P — 1 STA. 10+00 I. f to INLET-306 (2xTYPE 13 COMBO). .o w 10 00 »+oo i 4�f64. f 0 L/C STA. 10+36IqZt f e APO ' J m 2 INLET-3PA (TYPE C) f cn STA. 11+63.62 S , � ,.� � -1 , \ S S S f cn l f �� I f , � S/ONAL r a — — N �� o N coKEY MAP N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. v_� LL 5010 5010 5015 5015 S - no 28.00 L.F. 100—YEAR HGL W ots ° Dco 5005 30 o R P 8.00 L.F. 5005 5010 — 5010 (PUBLIC) S=0.50% Q Z PROPOSED 24" RCP Q = Q GRADE (PUBLIC) 100—YEAR HGL 124.44 L.F. = 39.18 L.F. J S=2.00% — S=2.00% 18" RCP _18" RCP Q 5000 EXISTING 5000 5005 (PRIVATE) (PRIVATE) 5005 GRADE aPC cr G ACE O O 4995 4995 5000 I ST1N 5000 00 JU p p — (� > CO CO m J — 4990 v w_v 3- -3 4990 4995 z - w ° 4995 fn p H ^^^!n -Z Y — 3 w N w N >- � a cD N Ov W3W _ v CID p ZZ ..� Z •�—¢ r, wCD -J a IIZZU) __ _ _ W -3 °o z tC tC tC M - W 0 0 00 > °° � 00 —z¢ t ¢00 p CU (0 - M M M - 00 a 00 W —v) II -W of .d- O CO O O O) - N co 0) O CO00 N > °° z _ N O) 4985 r� _-co rn rn 0) M 4985 4990 - 0? rn 0) 1 1 *-' tR m I z " . d 4990 _QOCV II C ZZ' �Z II II m (0MI O0IIZd dZ 0 Z° IC�*II II MI � OW -40 m � cV 4 COOOO � +pH +� 00 m � H0 -M0 r0n o mZ0 p 0 0 0 II = W II g=g U j II Z (nWZ -CncnwzZZ Z Z �n � Z � � Q. ZZ Z — um z Z Z �nWZ 4980 — 4980 4985 I I _I 4985 9+00 10+00 11+00 9+50 10+00 11+00 12+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 ° 50 100 SHEET scale HORIZ: 1"=50' feet �� 0f 224 VERT: 1"=5' N Z 0 z it ST-1D o 0 ST-18 � o w /ST—`!C w Q 000 0 1 � ; DRAWN BRB S \ LID •#1 REFER TO ,, � ;, SHEET 212 FOR I 1Z%'i'4''. "•ly"' t`y CHECKED LID SYSTEM `;.,,,'A<,. �'\ ;��.;::r. , INLET-1 BA TYPE 13 COMBO '`.y STMH-1 A N OUTFALL LID#1 DAP ;q"� {� STA. 1 0+00 I DESIGNED ° ( ) � DETAIL ,- wE, , \ ,�a:.t \ TA. 10+69,75 STMH-1 C =.., STA. 10+19.90 � STMH-1B �ST-1D 'ST-1D'� j3� BRB 00 STA. 10+ TA. 10+00 �. ti ST-1B 1 0 ;!r FILENAME 0009-STORM P&P 1 0 - 1 �a I ..: _ � p,DO CONNECT TO LID#1 g L�D 1 REF E L _ •• �P� ., LID SYSTEM V:•�'` QQ�� G�� ' \ 18 STORM -------- DETAIL "7 54' STOR -° Q� 0� �O• NAL E� KEY MAP N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS Z Z WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O cc 0o a. m W 06 D CO CO z 5010 5010 5010 5010 5010 5010 Q = J 100—YEAR Q HGL 5005 PROPOSED 5005 5005 100—YEAR 5005 5005 5005 Z GRADE PROPOSED O O cr 19.90 L.F. HGL PROPOSED 100-YEAR HGL GRADE S=0.50% GRADE EXISTING EXISTING 18" RCP EXISTING —GRADE GRADE (PUBLIC) z GRADE IG 00 5000 5000 5000 1 5000 5000 69.75 L.F. 5000 13.23 L.F. S=0.06% S=0.20% 18" RCP 18" RCP (PRIVATE) (PRIVATE) 4995 4995 4995 4995 4995 4995 o a o 4990 Z 3 4990 4990 4990 4990 z 4990 3z v U ^^ Z (n 3 p ^w 3 -V W..`. OJ �� � J vv r .- N _ 3 N V) LO -w ri - Lo Lo - 3 0 o ui �- � � = o = 0rn Imornrn0 - � ' LO 0) 0)o 4985 4985 4985 4985 II 4985o4985 CC) rnrn °' oo 0 � �0) 0 Q � � ri II p � C) + 0 m + m+0 + ¢ + II IIJ +�_ � - -zz0 1 � 0 zoo -wZ 0 ¢ w NN � ZZ Z ZNu- Z NNwZ ZZ —VNZ NNFZZ Z p (Z CONSULTING ENGINEERS 4980 1 4980 4980 - 4980 4980 4980 9+50 10+00 10+50 9+50 10+00 10+50 9+50 10+00 11+00 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 92 of 224 VERT: 1"=5' N Z 0 z it O (n w w Ni r � ST-3Q FL - 1 S s Li— _ co IF L cn - LU i ST-3R o � w cn Y( REFER TO SHEET V M 214 FOR LID I °' F SYSTEM DETAIL DRAWN BRB rt r: ` At'��fl�' r (n I •� CHECKED STMH-366 OUTFACE LID#4 DAP • -° STA. 10+00 STA. 10+33.21I D o° If w. • -� ESIGNED 10 0 10+33 07 �• BRB �C7 N FILENAME m y 0009_STORM P&P �" � •{ '� � � W _ �`' v0 �� �0 PLO a cn °o _ :• CONNECT TO LID#4 cn Gp� ; I 6' • STA. 10+26.21 cn FT STMH-3BD — " � —'� STA. 10+00 °' N ,- G� KEY MAP S\ S SL1 - I ., N NI I N . T. S. REFER TO SHEET �. 214 FOR LID SYSTEM DETAIL -0 ` I � Cn NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. co_ LL 5010 5010 5010 5010 O -... . oo 100-YE AR HGL W p� 5005 26.21 L.F. 5005 100-YEAR HGL �/� S=0.65% PROPOSED 5005 EXISTING 5005 V♦ 2 18 RCP . GRADE v/ GRADE Q (PRIVATE) 33.21 L.F. Q = J S=-0.50% 18" RCP - 5000 EXISTING 5000 (PRIVATE) Q 0. GRADE 5000 5000 F PROPOSED GRADE z O 4995 4995 4995 4995 00 4990 3 w 4990 4990 4990 Z "" w V)04 n O 0) —O O 0) J 4985 rr-04 t . rn d- N 4985 4985 0 0) 0)°' N°�° 4985 000 II II 04 moo0o � II II -� Mrn m0 � II ~ ~ UO� gip+ II HH _j +'t =� IIz00 d z » -J0 ¢ � > Z ¢> =� Iloo » -all 4980 U)U) FE z z z 0 N z 4980 z z z o N z 4980 I I — 4980 9+00 10+00 11+00 11+50 9+00 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 93 of 224 VERT: 1"=5' N Z 0 z it O (n w w J I—JK J 1—JL J I—JL w H- — - - lul m ST-3T I: — ; _ DRAWN _ cn BRB w �� 8 a CHECKED 10+12 0 - I N DAP Ij CONNECT TO LID#5 �, I �� �— —� J I, I �I: —� DESIGNED STA. 10�12.03 _ cn N V) BRB 1 STMH-3AB �_ FILENAME NI f REFER TO SHEET STA. 10+00 I I� Nl REFER TO SHEET I I 0009_STORM P&P 215 FOR LIDLi 215 FOR LID _ I SYSTEM DETAIL— Q SYSTEM DETAIL ,-1 N T:7IN I cn �ppO.L/c I(n YI y `�N ■ y Q IN � 10 _6 1 o S I SioN.A.L N ..EG NI �� y' �� to OUTFACE LID#5■� STMH-3AA (n KEY MAP STA. 10+25.83 1 STA. 10+00 / 'J = z � N . T. S. � � � NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O 5010 5010 5010 5010 cc no a. W 06 CIO 5005 5005 5005 PROPOSED 5005 a Z PROPOSED GRADE GRADE 100-YEAR HGL-1 a = J 100-YEAR HGL a 5000 EXISTING 5000 5000 ExIS 5000 GRADE GRAA D EE z 12.03 L.F. - O S=0.50% _ 25.83 L.F. O 18" RCP S=0.50% 4995 (PRIVATE)- 4 18" RCP 995 4995 (PRIVATE) 4995 CO 4990 3 3 4990 4990 3 4990 z "" z z " N 1* N M M (0 0 M O O M p o0-* N 4 O) 0) M- to M O 4985 0 o N w Co. rn 4985 4985 ( ' . 0) 0) - 4985 - —0� 04rn-mo 0 II II N� ¢00 0 � � II 0 +d0- ¢+III _j +,tMANII II M p OIHS Hm» > _D ~> I ; > z cc z ~ — z z z 4980 4980 4980 n 4980 11+50 11+00 10+00 9+00 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 94 of 224 VERT: 1"=5' N Z 0 z it O (n w w fS S S S i � w � \ ST-3U Iy x DRAWN = i � BRB M CHECKED / DAP '� DESIGNED INLET-3UA (TYPE 13 COMBO) - - BRB STA. 1 0+00 \ FILENAME 0009-STORM P&P y � 10 + s` I p.D0 L/c - INL P ET-3UB (TYPE 13 COMBO) \ G; R STMH 3D STA. 10+36 \ STA. 10+13 • O� •....••• G� \ C;, LL / . KEY MAP NAB -� N . T. S.A� _11k NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O 5010 5010 -1--W- EXISTING PROPOSED W 06 GRADE GRADE D 13.00 L.F. _ 0 23. 0 L.F. (n CIO Z 5005 S=0.50% S=0.50% 5005 Q 18" RCP- 18" RCP Q = J (PUBLIC) --(PUBLIC) 100-YEAR Q -5000 HGL 5000 Z O 4995 - - 4995 00 U � > 0 0 a- 't 0 4990 0 W N Q 0 3 4990 U u Z � Zv � �� C) .Ni N LO CO N N -� W I� - LONN M W - I- rn CD M rn rn rn rn 4985 4985 N ca w rn 0) '� .. m Q 0 � II °', per II m co M °' II +00 10+ 0 II II II D +0 M0L tooU*) = M0LO � II O = II - - - � II O z NL, z z z z z Z nz4980 4980 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 95 of 224 VERT: 1"=5' N Z 0 z it O (n w w SEE SHEET x it F ST-4C STMH-4G Q w STA. 17+58.44 i Q F o o I w� N I IT + _ u- STMH-4F DRAWN BRB STA. 16+93.72 STMH-48 Q a I CHECKED p STMH-4E STA. 11+39.62 DAP STA. 16+67.61 '� ST-04 DESIGNED 0 - - -- - - - BRB 1 '— . ;-�- I o - - - ----- - 0 - a — — STMH-4C — — STMH-4A- N �co STA. 15+27.26 mTA. 10+70.20 FILENAME �TEALBROOK DR (FUTURE) 0009_STORM P&P 15+00 14+00 ST-04+00- — 12+00- — 1 00 m 42" STORM N STMH-4D 0 Ov- STA. 16+04.20 0 \ � E I o (y.: = — -- -- o PQQ �G N S�ONAL FES-4A KEY MAP STA. 10+00 N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. 5005 5005 O 26.11 L.F. S=0.30% - —U- 4= PROPOSED 42 RCP- PUBLIC EXISTING (PUBLIC) GRADE_ _ GRADE_ 100-YEAR HGL 70.20 L.F. �L 63.4 W ots 5000 1 .F. - -- _ 54" RCP S=0.30% — _(PUBLIC) (n c Z 42" RCP - — — _ (PUBLIC) HGL _ - - - - J 4995 - c Hsi - 4995 Q - - Z 76.95 L.F. O S=0.40% 387.64 L.F. - - O w 42" RCP S=0.40% 69.41 L.F. 4990 4990 w " S=0.40% N > - (PUBLIC) 42 RCP " a r --0 0) (PUBLIC) 48 RCP _ (o w ~o rn -> �° o (PUBLIC) z II w w M 0 6 z > ^ Q u II co 4985 ^ Z 3 w w w ^ Ld m 4985 w 00 - Nz � Zw� 4 33�� w..3 N Q '-, � n Epp �� I� CO v3� N . �nN > _ �� � 00 I� co LO NN N NN ^ � 4 -- * 't 't II �= _ = a Q00 NN - � �II �II 0)0) � 00 � g � ° ENO ' ° N0 � °' N � rn 0) z - + 0 0N a4980 v�0 rn• 0) co o co 0) rn 4980 0 N0 cC Cq io o0) (0 ) ) I > � 00 Z �w+0 w+ � +� 0+ � m+ + co � Qp: �co 0 � QO Z Z1 p 00 =I Ilzzz0 =� IIZZ0 �� II 4975 cnlcn z z �I� ? ? - v>I� z z �I� z z z z (I(n FK z z z z NI(n w z z z - U- z 4975 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 96 of 224 VERT: 1"=5 N Z 0 z it O (n w w LLJ 0 I I I I R� I I R 'I w 4 Q - - ST-04m . . E E STMH-4E / DRAWN BRB co STA. 16+67.61 - w STM H-4H CHECKED °' STMH-4F �\STMH-4G �l STA. 20+32.35 TMH-41 DAP 1 - STA. 16+93.72 I MONTAVA AVE �- - STA. 21+48.37 - J DESIGNED w STA. 17+58.44 / BRB � M ST-04 ST-04 =ST-04 w +0042" STORM 18+00 36" STO 19+00 20+JLL00 24" STORM 21+00 ,y '—� FILENAME (wig E E E - STORM P&P STMH-4J io 3 R 0+DO ' ••apFtE•• ��p�\- I I F STA. 22+03.28 STMH-4K 24" STORM F STA. 22+60.87 •.• INLET-4A (3xTYPE 13 COMBO) �� S '••••' �G STA. 23+15.50 TONAL SJS S1 S_ S — S S S— S sr o s __t - - s KEY MAP N . T. S. 'ALLE A °0 NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. co LL 5010 5010 > O 0 0o W ots 5005 54.91 L.F. 57.59 L.F. 5005 co S=0.50% S=0.50% Q Z EXISTING 24" RCP: 24" RCP 54.63 L.F. Q = Q GRADE PROPOSED (PUBLIC) (PUBLIC) S=0.50% J GRADE 100-YEAR HGL _ 24" RCP -5000 _ H (PUBLIC) 5000 _ _ — HG Z m O F- O 4995 w _ - - _ - - - - - - - -- -= 4995 m _ 116.02 L.F. w 2 L.F. 273.91 L.F. 240•RCP w 64.7 " C S=0.30% o o S=0.30% 36" RCP (PUBLIC) o 0 �, o 42" RCP > ")- a p p m 4990 Cq (PUBLIC) 3 Y ,� 3 Y - 3 0 °- 0 4990 _ (PUBLIC) �- M- ^ W .* - w3w � ° w3w � ^tn a u v w3w .. v r. A z ZZ (n I - zz (n N � 3 0 (n (nZ O wtn � - M z II ��� co v a > J ��� 00 J �� a— Lf) * 00 00 0 > co LO N N co Z \ 00 00 00 \ ^ cp >- w omm - z_ 0ornrn N cc 3 'td- d- co 3 r- r co Qa)- ri ,a 0) ,* to � 'aLO L6 t6 Lo �M c% 0 S 00 00 co co co 0) >S n ~ °' O 4985 i��^rnrnrn 0Mornrnrn ar�n� oc� aornrnrn o °0 "? rnrn � = AUn(0 4985 ,no II r7o II cc.�o II oo � II (0o � II - > "� cV II I�OD co N d- d- d o 00 co co _ 0=I �+0 II O + IoIl Y + II CO ziQ- + It � 't N = � 0 z = zz p C�1 zzO IN Zp N zzzp cV ?p I N p LLJ 4980 (n(n R z Z z z (nl(n 0' z z z z N N&Z Z (n l(n o`z z z z (n l(n 0= z z z -Z I(n w ? 4980 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 97 of 224 VERT: 1"=5 N Z 0 z it O (n w w 0_ L W I & - F m I m S \ I \ DRAWN BRB I I 0 I ST-4B CHECKED i �- - - - - - - Ll 1 - - - - - - - --- - _ _ _ _ � DAP wI = _ - - - _ — — — — — — — � 1 Q � ' DESIGNED ll � STMH-4A - - - _ _- - -� I j \ = BRB STA. 10+00 — A- STMH-4B I I ST-4A FILENAME FV L' GOODHEART DR (FUTURE) 30" STORM -- � � (TYPE STA. 10+26.40 = INLET-466 (TYPE 13 COMBO) 0009_STORM P&P MST-041 -- ST-4A -\� INLET-46A STA. 10+00 rsT4 / STA. 10+49.40 I 0 11+00 30" STOR 12+00 —1 9 Op ST-4E \ -1 pp0 L/0 • 10+ 9 ` . 77 - - - - - - - - - - - - - - STMH-4AA STO _M " , L 1 - _ �o�• �pJP,�p� �36 STORM - - - - - - - - - - - STA_12- - - ___ � -- - -- •p`�GG�S,� : � I I I - - , Q�FO ��• �,� T DR (FUTURE) S�ONAL E� - ST-04 ST-4A 7. 1 1m UK A 5alL17-11111 0KEY MAP \ � � -- �- - - - - - -� - - - - - N . T. S. _ ( NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O cc 0o 0. m W Old 5005 5005 5005 5005 D co - 26.40 L.F. 4 - CO Q Z EXISTING 5=0.50% Q = 100-YEAR HGL GRADE— 18" RCP PROPOSED (PUBLIC!) 5000 � — GRADE 5000 5000 EXISTING PROPOSED 5000 GRADE-_ _ GRADE 100-YEAR HGL Z 23.00 L.F. O O S=0.50% 4995 — Hc� —H 4995 4995 36" RCP 4995 co (PUBLIC) 258.94 L.F. o 0 S=0.50% 4990 4990 0 _ ^w-0 4990 3 4990 3 w N 30" RCP v w - W 3 N -v z z " (PUBLIC) `' It �. N N Cy I": W d` Il- N � -W CV j -> II mII II II -Nrn 0 It -0 0) N � ,", ) rn0 rn IL � m m M4985 o °� _ d�II- 4985i o Q Nrn m 0d �m ��O� � +d 01 0N � p�= IIzZO = 11 II II � o -NZ = Ilzzz0 � � O II - II �inQ. Z Z Z �NZZZ Z NLLZ 000` Z Z Z Z Z (n� Z 4980 I — 4980 4980 I 1 II 4980 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 98 of 224 VERT: 1"=5 N Z 0 z it O (n w w ST-4E w ST-4D Q 0 r - ST-4 m DRAWN ° oil H ' I BRB - J I \ CHECKED \17DAP 1 Val, - oa `�- J° \ \ / DESIGNED / ¢ o �.\ �. ��� F BRB / ��I Q I �J \>\' �1 FILENAME ST0+5 .5 MH-4 r U '_ cn I: F T � STA. 10 � 0009_STORM P&P � . INLET-4CA (TYPE 13 COMBO), INLET-4CB (TYPE 13 COMBO) N I I CK io 2 s-4D i op0 L/C i STA. 10+72 �2 ) 18 sT M ( COMBO) \ ,. 1 �P STA. 10+00 I _ A ••••. INLET-4DB 2xTYPE STA.000+72 MB0 STA. 10D+00 2xTYPE 13 � � � � o STMH-4K ��,•apFtE �OJP�O� 1 00 18 STORM 10 2 N - J— ST-4E �� STA. 10+00 V•• P� PQQ j g.. STMH-4H j JINLET-4EA (2xTYPE 13) - _ STA. 10+37.20 F,C� G o •Cv 0 STA. 10+14.50 Q FO �<v NI cn' \ \S tA /ONAL > - 1 S KEY MAP �, N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. Z W O J O cc 0 0 a. W 06 D co 5010 5010 5010 5010 5010 5010 Q Z To 40 57.50 L.F. 100-YEAR HGL_ - S=0.50% 100-YEAR HGL 37.26 L.F. 18 RCP S=0.50% 5005 14.50 L.F. 5005 5005 5005 5005 5005 EXISTING 4.50 L.% (PUBLIC) 14.50 L.F. Z 18" RCP- PROPOSED PROPOSED S=0.50% (PRIVATE)_ GRADE O O GRADE 18" RCP GRADE 18" RCP —PROPOSED- (PUBLIC) (PUBLIC) GRADE- EXISTING GRADE7�;j 5000 5000 5000 1 1 1 111- 5000 5000 5000 100—YEAR HGL - — 4995 4995 4995 4995 4995 57.50 L.F. 4995 — _ S=0.50% 00, EXISTING 00 -- M•w- O ^-_a 18" RC P rn r GRADE (PUBLIC o o o m 5 4990 490 4990 cN� o=�J � � 49903 3Ow U w -U 3 ^ - � M _Zj � M _ Oz z� z z U)V7 N U.) 00 w N GO -wO tD LO o I- t03 � � rnrn 0) rn � rn z O^ 0U-5U5 0ornrn ' x Lr L6 Lrirn x rn x o rn o0 N d -rn do ` v 11 � , i . to rn 4985°' °' 4985 4985 oNrn4985 c. -c� n °' r,LO�o N- N c0 — d 't 9—tD Oco z o o cV II¢ oo - mr mr � o H Il +O + o o O p - - + ) + + + 01- 0 o �0� � o0 40 CS) Z 08S 't0 0U) ou7 �pO O z zz O ll ZII Z wO ~ = O ~ ~ O II I F_HM H � JH � »II >J ¢ > » _j : > JNLJLZ - n(nQ:ZZZZZn zV) z 4980 4980 4980 J I 4980 4980 _ OoII (nh ER z z z 4980 CL 9+50 10+00 11+00 11+50 11+00 10+00 9+50 11+50 11+00 10+00 9+50 CONSTSNG ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet gg of 224 VERT: 1"=5' N Z 0 z it O (n w / /i7` i' / J it ' LLJ : 00 10+4 10 "I•o �_ I I R I it o IZ 22111 110 / ST-4G o I I E E - I ST-04 N < > w + m 42" tS1 0 M ST-04 +0042" STORM N__�l 1\ 18+00 ST-4F DRAWN I I ST-04 E ST-4H BRB CHECKED I STMH-14C DAP I ST A. o . E .. •. :, .... , . :. DESIGNED F' � FILENAME BRB STMH-4AA I I I :10 3 0+oo,` _ oo�/ 0009—STORM P&P STA. 10+28.97 N I I F ff�T -4HA (TYPE 13 COMBO) o I STA.INLE10+49(TYPE0 13 COMBO) I I I I L STMH-4GA TYPE 13 COMBO STA. 10+00 I / Pp0 L/C •• •• �p� INLET-4FA (2xTYPE 13 COMBO) INLET-4FB (TYPE 13 COMBO) STMH-4GB (TYPE 13 COMBO) - ( ) / O STA. 10+00 I STA. 10+38 STA. 10+36 STA. 10+00 ✓, I / V0�'P'` �0 / III I STMH-4J I �0 00 0+ 8 I — S — S —SS— S sT,o STA. 10+28 S— S-- S S�ONAl E� KEY MAP N . T. S. I I NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O cc 0o a. m W 06 D CO 5010 5010 5010 5010 COa za = a > J a � PROPOSED 100—YEAR HGL _ F 5005 5005 5005 GRADE 5005 5005 PROGRADE GRPOSED ADE-EXISTING 5005 _ 28.00 L.F. 25.30 L.F. Z - S=0.50% 24.00 L.F. S=-0.50% O 28.97 L.F. 9.03 L.F. 18" RCP S=0.50% O S=0.50% S=0.50% 8.00 L.F. (PUBLIC) 18" RCP -18 RCP PUBLIC) 30 RCP S=0.50% " 24" RCP (PUBLIC) ( CIO 5000 (PUBLIC) 5000 5000 18" RCP 5000 5000 5000 PROPOSED EXI STI N G GRADE (PUBLIC) PUBLIC GRADE 4995 100-YEAR HGL - 4995 4995 — EXISTING 4995 4995 100-YEAR HGL- 4995 GRADE O m ^ .. O m m O — � T aN0 O 0 - 4990 v w ^- 4990 4990 Z ^ a t a m 4990 4990 m w w wm 4990 " � z� v ? Z o uWic3nzv a u z u U zN > � v 00 a m — —vv * M CO M N _ J ��.i 3 0 M N M 00 -- cD o M W -00 tp - N Ln _ - .a > Z > - t0 ►� N N � rn try 000000 00z-F Z r' O w � 0) tV w d -. —f� N N —W to W 0o -3 '• 't 'd tp W tG W N N Mtn i— W —M 01 F_ _ 0) — 0) 0 - 0) 0) 0) 0) a Q >z CV K) tG cotC (6 In to II X O II- tq O - O 0) - 00 0) O O 1� O 0) 4985 M r ro0i 3 >_ �P^@ � _ M 4985 4985 _o ao rn rn 0) 4985 4985 .. d' i� o 0) 0) N z M (0 0) 4985 O 0o II � Ui_ z_ oo ao m co 00 '* � '* o o rn _ rn d- Q00 � � QNO) II mM00 II mM� II - NO II Q0,- II Qp0 II NO II II ap �0 Z � C9 +00H = � US II II II � � +O0 � + U) 00LO II II � � � oo II+0. - � a+ II II li + OeFOQ �O O 40 � 0� � _ o O OtgD Otn � DD to � OU) II I •- IIZZO I O I O - 1 - IIZZZ8 I O - I 0 IIIZZpp I r Z eau > � Za - - WQuQua fall WQII �a WQII - » > _l > > ��» 1 I—_j JI— J � HHm » » J � J � ZN�Z N�jE_ZZ Z Z �U- NNu-Z NNE2ZZZ Z (n (nWZ ZU) WZ NNRZZ ZZ ZNUZ 4980 - -- _ -1 4980 4980 - - - 4980 4980 -1 1 -I 4980 TST, INC. 9+00 10+00 11+00 11+50 11+50 11+00 10+00 9+50 9+00 10+00 11+00 11+50 CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 100 of 224 VERT: 1"=5' N z 0 U Z Of ST-05 o w Lv a' ST-06 w 110, 0 - ' - -' _ DRAWN — — — — — - - / W — _ BRB Xx CHECKED Lij _ _ — - - - - - - - - - - - - 7 - - - N GIDDINGS R / � __ - DESIGNED BRB FILENAME LLJ �� / — JA 10+00 0009_STORM P&P 0 11+00 Z _ - - / p — — 12ST-06 FES-6A / STA. 10+00 / l _ \ 13+00 36" STOR - FIP.••••. 11 ST-05 00 i - - 13+85 .• INL:. - LL FES-5A FES-6113 STA. 11+27.38 STA. 10+00k;;�: STA. 13+85.13 ' ' - ' ILI - � KEY MAP N . T. S. f "A NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO Z 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL 0 m W 5010 5010 5005 5005 CO Z tT�I1'1I vI v1 Q PROPOSED 100—YEAR HGL EXISTING 0. 100-YEAR HGL GRADE GRADE Q 5005 5005 5000 5000 PROPOSED Z /� EXISTING - GRADE O O GRADE HGL HGL H L HGL HGL 5000 - 5000 4995 4995 127.38 L.F. 5=0.7990 �N 385.13 L.F. S=0.3590 48" RCP 36" RCP (PRIVATE) (PRIVATE) 4995 4995 4990 4990 � U O < > CO a_ ri O z � c 0 — o N o 4990 Kai, - N o 4990 4985 ioLO 0) o 4985 _ o M 00 +� Z z +� - +dam- +d�- �� II LO- II CO <0II JQ j NQ j t�Qj tl1Qj Z N Z �in Z U-1u) U-n 4980 4985 - 4985 4980 - 12+00 11+00 10+00 9+50 14+50 14+00 13+00 12+00 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 101 of 224 VERT: 1"=5' N tl / II � I i i o Ld I r i w I 1 PC►ND 427 OUTLET :7A. 13+61.65 II I ► � � ��x� � - I ; II II � 00 _ _ _ I w ll i _ ; III II Q - � ► � - I III - - _ FES 9I m -- STA. 13+31.06- - - - - -- - - - - -- - - - _ + STMH-8A / - - - STA. 1, Lro0 ST-07 _ DRAWN BRB 10SAN +32 10+ 0 I /- WTCHECKED DAP VT TV VV �� r � — -- — — —— III I 1 / DESIGNED 00 0_ - - - — - - FES-96 1 -;� I;' / I ( BRB -- —o y > N ` STA. 10+32 II / FILENAME N GI DINGS RD _ I g �- � �� X I I I;' I Ix� 0009-STORM P&P o 3 I N_ . . `� 1 Ill s..• .y ,e . � -oo - — _� � _ � � I 1 I ►� '� I �- - - - - - - `�_=_ - - - - - - - �—®� --- --� � �-� ; 1 �.•� - — — — _ 6\ST-07 11 L,i ST-07 — — — — I — — — — — 7 i 3s", To � a ss" sTOR FES-7A - - - FSTA. ST-08FES-76 STA. 10+00 10+00 1 ' !' / I INLET-76 (TYPE 13 COMBO) INLET-7A (TYPE 13 COMBO) \ I / S/O STA. 10+94.88 TA. 10+56.88 18 STOR 11+00 S / I ] NAl- � 1 ; - - - JSTMH-8B - KEY MAP w ,� / STA. 11+51.89�r - i � � �� � � � 11 I \ N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. Z Z 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O co LL 5005 5005 5000 5000 38.00 L.F. 100-YEAR HGL Old 50.95 L.F. S=0.32% 100-YEAR HGL W 5000 = S=0.32% 36 RCP 56.88 2%' co 5000 4995 _ 36 RCP (PUBLIC) `_ 0 _ 4995 Q Z 36 RCP r7 Q —EXISTING RI ATE) - (PRIVATE) w �/ - � Q -. J - WGRADE PROPOSED Q 0 - II 30.59 L.F.—GRADE w Ld J II N z -S=0.50% Q 4995 - - - _ _ - 4995 4990 f z ° o 0 18" RCP 4990 4990 4990 1 4.91 L.F. ~ w _ STMMW Z S=0.58%- - HGL Z O 18" RCP- - -HGL - O H6 H� 32.00 L.F. 0 H HGL' L S=O.O9% 4990 4990 4985 4985 4985 18" R P1 4985 00 OF— o-o a- °0 136.99 L.F. 179.16 L.F. 4985 w �=m r- m - 4985 4980 S=0.20% S=0.20% M 4980 4980 4980 Of m __r. rn - v co Q v z ` z " 18 RCP 3v 18" RCP a co Q � z w z- cy j O U N o :� II II_ U) N H — z_. LO � - Co rn a0 cV W ^_ W O W O cC- N 00 CO O O- O 00 J o M 00 00 N O 0) 00 N O O d. O- C 00 0) 'e O , 00 O ~ ~ Is(O O 00 O ~In O 4980 00 m OR ^ rn _ °p r rn - 4980 4975 - 00 rn o ao ``� rn d- o o 'er v) =o co^ 4975 4975 °)• °°� 4975 00 II -..C6 oo II o� o�—�t� 000 `f' II tO T_m II CO� rn d- 11 �00 N 00 o ao ehO_ O to - O O LO M ^COO — ihO OO +� m + � II -a +� II +� +�- U + � II 00 II H Q+ � II CV+, +1* +eh mII I O C) -_ I O p <oII g 11- 00,a IIZ a1O� II 01 II O �r II 0_ II 0) II z z z z WI¢—> J HJ > -J I—J> > V) WH>- FHm > > � � > > � � > > OIQ—> WH> WH> WNZ ZNWZ Z Z (nWZ Z WNZ WIZ—N�� Z Z — �� � Z Z N��Z Z aNZ WIZ—WIZ 4975 i 1 I I 4975 4970 - 1 1 4970 4970 i 1 4970 12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 O 50 100 SHEET scale HOR : 1"=5 feet 102 of 224 VERT: 1"=5' N Z SEE SHEET 104 SEE SHEET 113 m D_ STA. 18+63.97 STA. 17+23.97 �- o_ C) STA. 18+95.00 0 12"x12" Cross F �� OFFSET 50.00' STA. 15+62.64 Z > 1-12" BFV STA. 10+62.07 1 I HYDRANT 12" 11.25• Bend - - - -1-8"X6" REDUCER- _ - -- - -- --- -- __ STA. 14+54.22 D STA. 19+13.66 I STA. 18+26.81 - L I L _ -- - __ " STA. 13+71.47 Z. OFFSET 0.00 OFFSET 13.00 a N - - - -12 11.25• Bend OFFSET 22.9T " " HYDRANT I o w HYDRANT - - HYDRANT 1-12 X6 REDUCER , AIR VALVE- m N� - - o - �3 � VENT PIPE - GOODHEART DR OD JDI - - - - �FT' 103 LF 12" PVC `� WL-01 o s-oi ` \ \ 00* ! / 19+00 WL-01 18+00 17+00 161 LF 12 PVC 16+00 \� ROW // o o 15+00 / WL-01 50 LF 12" _PVC No - - -� �- (9 m - I _ 2" AIR VALVE _ - 4F STA. 12+40.11 o STA. 18+16.23 STA. 17+23.97 - \ 72'A� p 12" 11.25' Bend / \ DRAWN BRB - -N- -I- - - T - - - - - - - _ - - 12 x8 Tee - - - - - - - - STA. 18+26.81 1-8" GTV (NW) - - - _ �0 ' /RR / \ GHEGKED 12 x6 Tee (SWIVEL) STA. 10+00.00 - _ 07, 62 LF 12" PVC DAP 1-12" BFV (SW) / DESIGNED " STA. 13+71.47 � 1-6 GTV (NW) l� � / � BRB 12"x6" Tee (SWIVEL) �p� STA. 11+76.99 / 37 LF 12" PVC 1-6" GTV (N) 73 97 \ OFFSET 48.61' / FILENAME 4F Ss, \ KEY MAP 0 37 LF 12" P 0009_WATER HYDRANT P&P 7 �a \ / 2 p 1-8"x6" REDUCER `� \ '/ N.T.S. VC � ° NOTES STA. 13+32.94 Oti v ` �O•R'EHO 12"x8" Tee 1-12 BFV W F� �� / QQ �G ( ) �f'� / 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P 1-8" GTV (N) \ \ O,p ��x ,v \\ \ / �O %' NOTES. �O��G6 . � STA. 17+80.37 p� \ Q, R (N �� •t�, �� / / 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" �p'L .......••G� DUAL METER PIT SERVICES, OTHERWISE THEY ARE S7 E� STA. 11+76.51 , � \ ��� TYPICAL SINGLE " METER PIT SERVICES. ONAL 12"x8" Tee -- ° o -- STA. 10+00.00 TIE TO EX. 12" LINE / STA. 10+75.41 p % 12 x12 Cross / �: ° °�ti►, 0 3-12" BFV (N)(W)(E) WATERMAIN JOINT RESTRAINTS STA. 10+00.00 \ p� OFFSET 0.00' PLUG VALVE " HYDRANT EX. 12 ELC0 WL 1-12"X6" REDUCER PO CO REDUCER TEE Z J O _ x COLL p BENDS Q 0 LENGTH OF RESTRAINED PIPE m Lu 06 D CIO 5005 '.n ^. 5005 PIPE SIZE 8" 12" co YML-V I Q FITTING L L <ARV N/A N/A Q GRADE J PROPOSED GRADE EXISTING 90' HORIZ. BEND 18' 25' 45' HORIZ. BEND 8' 11' 5000 - _ 5000 00 _ _ - - _ _ 22 1/2° HORIZ. BEN 4' 5' Z W _ O F- - °,•' - - - - _ _ _ ,n r 11 1/4° HORIZ. BEND 2' 3' II - - - - - _ - - _ ? o 0) > 00 v ,O REDUCER TO 4" 43' 74' Q 00 m.. N d- o N oC . REDUCER TO 6" 25 62' O_W� z o � - - - - _ oa ,`�° > o0) � �/� � � � REDUCER TO 8" N/A 45' 4995 - - - - ui o _ _ _ _ -� zo u 0) J u 4995 REDUCER TO 10" N/A 25' 12 C900 DR 18 pVC 12" C900 DR 18 PVC _., W - NOTE& - 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL 4990 - � - - M N - - 4990 FI1�INGS. ADDITIONAL LENGTH OF RESTRAIit NTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF - - - - - PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4985 - 4985 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END - - - APPLICATION. , - 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. -p 0 v _0 0 m `� m _0 _0 - '0 '0 0 v '0 nC - m � .. . _ C �C C � 04980 U 0 m_ U m II m m- N m m mm m m m N 1 -OO �H LO TS T, INC. >Z i. rn n N 00 c0 i O Nco rn � 00d Z00 O q O CONSULTING ENGINE ERSaO O . M I� N Z d) 00 o 00 r00Z � N -� �00 r7 (O N � Ox t0 N COoo r cVO � 00 '* N �00 jDD x 00d) c0C) X� i 00 ri o0r a O cflO � Di � X > CVvOO OOd � 748 Whalers WayN � t OoOe OaO o it CO � 1N N o - IiiC) g n r7 Suite 2 Fort CollinsO 0 + o0 � + + rnN + rn + � m + rn - + rn NN m Colorado 80525 N �N 00+ - O + 0O rn L� FN + rn + rn00 F 9 CO c0 O O� + rn I, d- jC9 M O 00 rn ^ - O d) d70U) 0m O C) 0 Phone: 970.226.0557- 00 00 0prn 00 C a � -r 0)modN � t _ -zl amN a ¢ F_H N - a cl- a D ¢ w ¢ D a CL ¢ 00 a_ a ¢ n w< aa JOB No.cD a (wi _ o o ¢_ oo oo o o oIoW 1230.0009.00¢O- ¢ � IL o o o W - oo o ow =4975 N n V) ( I U) f ( m: (n ( = n H fl n2M fn � (n 200 n�� n n n 4975 SCALE 0 19 00 18 00 17 00 16 00 15 00 1 00 13 0 12+00 11+00 10 9+50 H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet ET■O3 of 224 VERT: 1"=4' N SEE SHEET 103 Z Q I o = cn I S m I o C) I I I I I > I I I I I o I w II I Q STA. 10+62.07 WL-02 12"x12" Cross m I o I STA. 18+63.97 I AIR VALVE VENT PIPE I I DRAWN BRB ( STA. 11+52.00 2" Air Valve " I a ,� I STA. 10+35.00 CHECKED STA. 14+55.23- - - - - - - - - 1=12 BFV I 1-12" BFV DAP ~ 62 LF 12" PVC DESIGNED � — - - - - - ---I - � BRB STA. 10+00.00 FILENAME " m \ _ OFFSET 0.00' KEY MAP 0009_WATER P&P 306 LF 12 PVC o WL-02 HYDRANT W - -14+00 - - 13+00 -w - 12+00 n 11+00 0 10+00 N.T.S. WIbm 1-12"X6" REDUCER ST-04 TEALBROOK DR - F�PDO L/c Ww \ \ \ \ \ \ \ \ \ \ \ r \ \ \ \ \ . \ ss-01 NOTES Uo�••pRE'' �• 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL �-� E � � R R GP Ste . - - - - NOTES. 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" �p'L • DUAL METER PIT SERVICES, OTHERWISE THEY ARE S/ONAU E� TYPICAL SINGLE " METER PIT SERVICES. WATERMAIN JOINT RESTRAINTS LENGTH OF RESTRAINED PIPE PIPE SIZE 8" 12" PLUG VALVE FITTING L L ARV N/A N/A 90' HORIZ. BEND 18' 25' 45' HORIZ. BEND 8' 11' �`------ 22 1/2° HORIZ. BEND 4' 5' REDUCER TEE Z uj 11 1/4° HORIZ. BEND 2' 3' 0 REDUCER TO 4" 43' 74' \ LL REDUCER TO 6" 25' 62' REDUCER TO 8" N/A 45' 5005 5005 REDUCER TO 10" N/A 25' BENDS Q 0 m W 06 PROPOSED- D co EXISTING GRADE- CIO Z GRADE 5000 5000 J D a M - NOTE& Z W Na o � �iw ~ � 0 F- 1. RESTRAINTS SHALL BE II PLACED ON JOINTS AT THE a 96 4995 LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF 4995 12" C900 DR 18 PVC RESTRAINTS IS INDICATED - IN TABLE. LO 2. LENGTH REFERS TO THE o - AMOUNT OF PIPE WHICH MUST BE RESTRAINED � TOGETHER. 4990 w 4990 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. w 4. SINCE VALVES ARE cn o CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD n END APPLICATION. 4985 � 'z 4985 5. MIN 5.0' GROUND COVER - REQD. 6. ASSUMES 200 PSI TESTING PRESSURE. o m v v -v tz rn- o v -v 4980 m 3- m m m — m- m W 4980 N 00 LO00 �� 00 Moo Lqe0 Lo aOz0m CV � � � O pQ �^, > O d di I� 0p - CV 00 �X 00 + > � rnNLL. 't (00a 00000N -coo�o � 00it Mr7a � 0 i - ± rn m —. a) O M `_ 0 On � —0 O 0 `_ 0 m 0 CONSULTING ENGINEERS � d a QQ - - Q � � N Q0- X QO_ � Qn X -Qa � HOw CL HOW I H� 748 Whalers Way 4975 NN — u~i � V)n2 u)i � � v) 12 Enna = (n � W (n � � � � 4975 Suite 2 Fort Collins Colorado 80525 Phone: 970.226.0557 15 00 14+00 13+00 12+00 11+00 10+00 9+50 Joe No. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 104 of 224 VERT: 1"=4' N SEE SHEET 111 SEE SHEET 112 LUI lb a ` /� \ LOT 14 o e D LOT 15 �� o \ a_ p 9 s I J pl LOT 15 D / o d' w . , cn \ D - o s ° . LOT 14 D LOT 16 W BLOCK �, - - - - p M S D D _ . ° P° BLOCK 7 S -S �� LOT 13 Ld 3o' ELC01 �,A LOT 18 - - - STA. 15+76.67 - `` Wq ESMT�� LOT 12 0 12"x12" Tee ° I° I 0 STA. 10+00.00 STA. 15+32.00 WL-02 LOT 9 Mo > l c� I /,9 LOT 19 _ OFFSET 8.29 m �P rtN LOT 11 zo \ I -1 HYDRANT J o f I \ I `D I DRAWN Q STA. 18+74.57 a AIR VALVE VENT PIPE Q AIR VALVE VENT PIPE BRB TIE TO WL-03 �cn LOT 10 " OFFSET 16.00' "' " " CHECKED Air Valve STA. 16+97.89 2 A al i , STA. 21+22.07 DAP 2 Air Valve Q Valve RR ° '° ,I I- HYDRANT 2 Air al e r� m " STA. 19+74.65 12" BFV > 22+ 2 -IRR-13 M 8 45' Bend TA. 18+23.54 STA. 14+55.23 DESIGNED 19LF8" PVC P . - - . - - -\ - - - - - - - - - - z . IRR 09 Z BRB _ - — • p r , P , p . M 27� D,iN Q FILENAME N LSS-�3k D M o \ :p KEY MAP 0009_WATER P&P 106 LF 8" PVC yyL_02 N 14 8" PV 100 8" PVC " C - WL-02 N �'` " 306 LF 12" PVC �j N.T.S. 21+00 20+00 - 19♦00 - 18+00 - 17+00- 16+00 y 15+00WL-02- -14+00— - N �P00 Lac 22+00 ;�770c ST-03 TEALBR00 DR ST-o4 NOTES o�•.•oRE _ • ° - W 1 0 COVER SHEETS FOR LEGEND AND ADDITIONAL - � D �!1 . REFER PQ �� TA. 22+43.28 E° E I TE E \ \ NOTES. p\�G OAS 8" 45' Bend 6 LF 8" PVC STA. 18+74.57 I - _ D o - - - - - _ Q�c,� p o• �, G •� STA. 22+35.99 12"x6" Tee SWIVEL 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" p'L �• ••.?• 8" 45' Bend STA. 21+29.14 1-12" FV (NW) N DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ONA�ECG Bend 1-6" GTV (NE) TA. 15+32.37 TYPICAL SINGLE METER PIT SERVICES. 6 LF 8" PVC 1-12"X8" REDUCER 2"x6" Tee (SWIVEL) -6" GTV NE 42 LF 12" PVC WATERMAIN JOINT RESTRAINTS LENGTH OF RESTRAINED PIPE PIPE SIZE 8" 12" PLUG VALVE FITTING L L ARV N/A N/A \ \ � 90° HORIZ. BEND 1 g' 25' 45° HORIZ. BEND 8' 11' �`� Uj 22 1/2° HORIZ. BEND 4' 5' REDUCER TEE Z J 11 1/4° HORIZ. BEND 2' 3' 0 REDUCER TO 4" 43' 74' LL REDUCER TO 6" 25' 62' � O REDUCER TO 8" N/A 45' REDUCER TO 10" N/A 25' BENDS Q 0 m W od 5005 5005 (n � Z PROPOSED ,YY�—V2 � � Q — — — — GRADE r N w M _ O i O O— may, � —� � � - - Nam— - - - - � N- - _ i M - - - - - — � Ip - - - - N-- - - — \ 5000 N n- II � f —o 0 0 0 m - 5000 NOTES Z W En � O _ o �- — — — EXISTING �' ?- ? `� N II 1. RESTRAINTS SHALL BE GRADE Z N Z � z PLACED ON JOINTS AT THE Q LOCATION OF ALL FITTINGS. � > 8" C900 DR 18 PVC _ - Z ADDITIONAL LENGTH OF TIE TO WL-03 - „� RESTRAINTS IS INDICATED IN TABLE. 12" C900 DR 18 PVC 4995 2. LENGTH REFERS TO THE 4995 AMOUNT OF PIPE WHICH _ MUST BE RESTRAINED _� � TOGETHER. r �? _ -m � 3. LENGTH OF RESTRAINED O PIPE MEASURED EACH WAY �" FROM VALVES AND BENDS. 8" C 0 1 PVC r - 12" C900 DR 18 PVC H 4990 W 4990 4. SINCE VALVES ARE CLOSE-ABLE, THEY APE > N CONSIDERED A PLUG/DEAD 0 END APPLICATION. 00) ~ o 5. MIN 5.0' GROUND COVER Z II READ. 0 Z _ 6. ASSUMES 200 PSI TESTING 4985 00 Z 4985 PRESSURE. C "0 C C C 4980 = 0 a i 0 0 C c � � � � z � 0 � � 0 0 - m H � m m 4980 m m m m m 0D m ai m a� ^ Cn �- m m m m m^ m I- m m TST, INC. •� i- 00 rn n N O m O N mom[) ^ Z W 0 N M -� - rn 3 — ^ CONSULTING ENGINEERS t� N ' O In O 00 d' �p . _--gyp Z II !n O '* O I" � In _ lf� Z N I� c Lv O M N N N to rn d- co M ao 00 m U) 00 c0.�Z N N d- _t0 _ N 748 Whalers Way d Oco d ►� co Oid CV O -� N u) -o6 � d' tC �� > "I- x -w' -Nw .O � ^ M .- N L d. " d O x M cx.Z Nd'-� d� _� > Suite 200 Fort Collins d .- a M a 4 , O IIj - c� 0 � cO N ->« � co a M co � > - M L0 � � N IN7 .= N 0 .= a Mtn• lnUj d N .- c 0) �tLn Imo - > O tGO : MOB � � A Nrn � N � 00 + rn00- + rnoD + rn00 + rna0 + ago _+ � � _+ c� � + rnA + � rn � L` � � w rnN �. CnN _}. rnN + rnN _+ > _ + o� Nm-+ rnN + + � r > rn O rn O rn 00 + m a0 - + M T I- ♦ Uj Colorado 80525 No) NO � rn Orn � Orn C) 00 � 0 _ � � 00 CO a00) (0a� _tC � a� � rn O � rn -� rn � Phone: 970.226.0557 N N N ^j N N d N N ^j N N -N N N t ax I_ i A d nj d N d i HOB FQ- O � Q � � Q � � Qd � QQ- � Q � � ~ QED_' F- Q Na N H I-- HN - JOB NO. w ww w Q � � a � W� a QCLiY � c� � Q � �w a � w� ¢ � W� -Q � w�w � Q as �W � aa � Q � ir Q � irm aaW as W aQ 1230.0009.00 4975 (nH > N � > �j � = � I =__X N � 2 � � > � � � � � � NO0 > N 00X I I I 00 > � 0 > � 0 >-N0 > NN � � > I -� � � NO2 N0 = I NOO I- O > I-e 4975 �-(n F_ Cn SCALE „ , „ 23 50 23 00 22 00 21+00 20 00 19 00 18+00 17+00 16+00 15+00 14+00 H: 1 =40 V: 1 =4 DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 105 of 224 VERT: 1"=4' N Z 0 SEE SHEET 121 _ m z ILOT 30 LOT 27 /LOT LOT 39 LOT 26 / CneD,ILOT 25SIs LOT 24 WL 03 23 ° • I ° I cn S BLOCK S LOT 22 LOT 21 / P D _ P D l D° J \\ S STA. 12+60.85 - D >. aP a D . . ° LOT 20 Lijz D I° P OFFSET 27.00' LOT 19 Q S HYDRANT LOT 17 S LOT 18 I ° I m 4 I LOT 31 3 , ` D � � � )T 2 N 30' ELCO S i ` m LOT 1 WATER ESMT i W" , _ S LOT 16 d' — DRAWN S B R B �¢ •� � `� D � LOT 15 � D I STA. 16+05.03 �' R S I" ° 8" 22 1-' Bend P �_� P. / S �S STA. 11+13.81 CHECKED DAP 8 45' Bend TIE TO WL-04 LOT 32 I° D LOT 14 DESIGNED O _ BRB D iv. e o — ♦ ° ♦ r P S - S 03 - � - D ° D ~ -0D rp - D 13 LF 8 PVC FILENAME V P ° , rP° a a. D• _ ,4 e. D P. D , : — . .s "♦ n e. n s s e ♦ e Y. w ST-2C D P. a �J e' y r♦ ° ° ° s ' D e, nD > ° w wL-o4 " D ° P _ W b. e , " s a P D P .„ _ KEY MAP 0009_WATER P&P D WL 03 D ° P 104 LF 8 PVC° D° D B T . ° 5 L PVC S A 10+99 82 N.T.S. 16+ 'O` 16+71 -- ` � e'� - '15+00 °_ °' M� 14+00 eDp 13+00 ° + _ 8" 45' Bend � /T 00 P I w b - - - - - - - - - - - - - S- - S S r S x�. . P , U) LOT 13 F�P�•••L�c STA.S16+66.37 _ : ! 21 LF 8* PVC T - -S - STA. 14+76.26 S o K I NOTES O�••pRE �P� °' 8" GTV o I STA. 16+25.93 8"x8„" Tee STA. 12+60.85 STA. 12+19.25 I J Ce I 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL „ I ° " 2-8 GTV (NE)(NW) " „ " 16 LF 8 PVC U) 8 22.5 Bend 8 x6 Tee SWIVEL 8 x8 Tee I to LOT 12 G S ,> � STA. 14+76.26 „ ( ) „ .° � I NOTES. 1-6 GTV (NE) 2-8 GTV (NE)(NW) STA. 16+54.978'° «D 8 LF 8" PVC LOT 2 LO11 T 3 LOT 4 LOT 5 STA. 12+19.25 I J 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" p'L „ LOT 9 I o Po sl cn � i DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ONA'L E G 8 22.5' Bend I -P I m° LOT 11 � „ I LOT 1 BLOCK 8 LOT 6 LOT 7 I �' ° TYPICAL SINGLE METER PIT SERVICES. 21 LF 8 PVC WATER SERVICE TYP. I I ( ) LOT 8 .D De LOT 44� ! TA."16+33.85 I I I 1R R 8 x8 Cross - iR R ifd R 1R R _IR R- TIE TO WL-02 I P o �� LOT 10 6 5 a fY l a iF TA. 12+10.19 - - - - - - - °♦ I I ♦ e > , 1 •' o e , e' _ o' SS-03 � DR TEALBROOK DR `� WL-02 WATERMAIN JOINT RESTRAINTS I , _ w PLUG VALVE r 6 _ � I _ I SEE SHEET 121 REDUCER TEE Z J 0 0) LL Ix BENDS Q 0 0. LENGTH OF RESTRAINED PIPE Uj D Old PIPE SIZE 8" 12" co 5010 5010 FITTING NLA N/A < X J 90" HORIZ. BEND 18' 25' Q 45" HORIZ. BEND 8' 11' 22 1/2" HORIZ. BEND 4' 5 Z LU PROPOSED 11 1/4' HORIZ. BEND 2' 3' O GRADE 5005 5005 REDUCER TO 4" 43' 74' � Q of REDUCER TO 6" 25' 62' 0O'o 't REDUCER TO 8" N/A 45' Q m v II REDUCER TO 10" N/A 25' Z —TIE TO WL-04 z Uj w 5000 - � 8" C900 DR 18 PVC � -_- - - - - - - - - - - - - - - - 5000 NOTE 8" C900 DR 18 PVC - 1. RESTRAINTS SHALL BE PLACED ON - - - - -- - - - - - - •,� JOINTS AT THE LOCATION OF ALL TIE TO WL-02 FITTINGS. ADDITIONAL LENGTH OF ExisTlNc_ RESTRAINTS IS INDICATED IN TABLE. GRADE.. 2. LENGTH REFERS TO THE AMOUNT OF 4995 TOGETHHEIRH MUST BE RESTRAINED eo .� 3. LENGTH OF RESTRAINED PIPE MEASURED > o c� EACH WAY FROM VALVES AND BENDS. -: r. o a� 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. �° °� o >- °' z �° �° Z c 5. MIN 5.0' GROUND COVER READ. 4990 - c c m 0 c c m Z m a� z c c c c a� a� z m m 4990 L w o 6. ASSUMES 200 PSI TESTING PRESSURE. m m (n U m_ m w -M Z N (0 ' -o) M N 0000 ,n c -Lu j 00 00 • -� N O rn N N O Z O • -� - M I� �n ' 0000 00 Z N t'� a Z o0 �A ONO r, (p N e}-`i N � � � I� N M r- 01) � � � (O N N I� �� Opp,-_ `- O Op u. x d 00 � � � sY � N 0 II 00 to (D 00 d cD d' O X of X -(D 00 (D M -�.,rj a PM r-6 a -►� rrj N f� -N r� a O oo a I- C) r LO Qj N i- N 00 (D 00 06 A 0) r- t z rn oo— rn ao rn rn $ rn ao rn ao + rn 00 �. A {- rn rn ao rn ao rn ao + m00 � -CO+ rn00-COO) t+p � _t+DrnaO._ (+Drnm + rn + rn 'trn U M0) �'� rnm M � 00 � °) a0 N � N � U ± � + rn00 oZ � 1- � � d I�j � ' N '- � � � d- �.-%- � -.I— � � f�j � a- IF 1- � � � � � � d � - � � I�I � � � I�I � � � N Od N � ¢ CLW00 ¢ o_ o:-Q � � ¢ a- -awX QO_ X- ate- aCLX Q � � oo TSN INC. � o I I-- o < i- oo 1< o F- o -moo roo � o � � o � a0Ld F- 0 Q00 1 Q00 1 a00 moo 4985 � � � I No � � _ � � _ - 0 HOO I HOw � p HOO I HOO I HOO CONSULTING ENGINEERS fnl- � cnl- = cn � = cn � = N cnf- � cnl- � cn � > cnl- � cn � x .- cn � xN cn � = cn � = 4985 Y 748 Whalers Wa Suite 200 Fort Collins 18 00 17 00 16+00 15 00 1 00 13+00 12+00 11+00 10 00 9+50 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE ­4 H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET ET scale HORIZ: 1"=40' feet ■06 of 224 VERT: 1"=4' N SEE SHEET 121 LOT 35 BLACK 1 1 3 oz i j I I WL-04 LOT 34 LOT 33 LOT 32 r. LOT 31 LOT 30 LOT 29 LOT 28I I LOT 1 z STA. 15+17.89 STA."16+52.81 o w Fr LOT 36 STA. 13+89.82 " " ( ) 3-8" GTV NE SE SW w a 8 x6 Tee SWIVEL 1-6 GTV (SE) ( )( )( ) 19 LF 8" PVC 8" 11.25' Bend STA. 10+00.00 I 1 S S S S S S S S /: \ S o0 STA. 13+69.81 - - -7- -1- - N -I O c 8 45 Bend P -� � / " \ 127 LF 8"e PVC — `133 LF 8" PVC` 122 LF 8" PVC, LOT 37 / o WL 04 b STA. 12+30.36 14+00 _ 15+00 1 s+oo 1 +00— - "'a — j OFFSET —132.7T — — — — —I — — - - e — — — — — 3 —, n+75 — — W o / S S S S STA. 15+17.89 I Y HYDRANT � / / V TIE TO WL-05 ® 26 LF 6" PVC OFFSET 6.50' NI I Icn LOT 27 I / Qv / LOT 9 LOT 11 HYDRANT LOT 13 m � LOT 38 / i� .I LOT 10 LOT 12 � � � - � DRAWN �_ / J�'`e // WATER SERVICE (TYP.) I I BRB Q STA. 12+40.56 � _ // ,goo �,tix°o LOT 8 sum 1 LOT 14 I I� LOT 26 CHECKED 6" 22.5' Bend 63 /. �' I '3J I I' __ I DAP LOT 39 A • Iry R lr^v R - I I`,o D - I` DESIGNED '� Z7 BRB LOT 7 ® ® ® I l S LOT 15 LOT 25 �_ FILENAME / I KEY MAP 0009_WATER P&P N.T.S. �'� / /��q`��•Q / STA. 12+41.07 LOT 40 8"x6" Tee (SWIVEL) IFTt Io I� BLOCK 1 I I_ PI NOTES �Po�,L�C 1 8" GTV (N) ® LOT 16 f LOT 24 Uo� pRE O�P�O� G Xo 1-6 GTV (W) 30 ELCO Q� G J ti I WATER ESMT 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL PQ LOT 41 / / Q / LOT 6 — NOTES. 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" LOT 5 `r I le0. DUAL METER PIT SERVICES, OTHERWISE THEY ARE S� E� LOT 17 cn LOT 23 ONAI- 1STA. 11+04.06 / °/ / ,� I" I TYPICAL SINGLE " METER PIT SERVICES. 8" 22.5' Bend /� s I - I LOT 42 20 LF 8" PVC o LOT 4 LOT 18 } .o o LOT 22 ao" I I— I + I ,o I cC Io STA. 10+82.75 $^ f " EE l I 8" 11.25' Bend I I. I LOT 3 WATERMAIN JOINT RESTRAINTS LOT 43 I I 1 LOT 19 �� LLJ I O o ,a N LOT 2 M3 w PLUG VALVE -00 d- — - - - - - - -- �r -LOT 44 I 0 l N LOT 1 ® (�� m LOT 20 LOT 21 —STA. 10+05.23- - - —i - - - - - - - - - - - — - - - - - �� - - - - - - - - - - -I _- - - - -5 LF 8" PVC — - - - - - - - - - 8" 22.5' Bend — T — — ¢ l — — — — R — — — I g • o a — o " W 10+00 T1E TO . �---'�- -� �" REDUCER TEE .P " o - o E E_ E E E \ Ev O J i LL SEE SHEET 106 SEE SHEET 116 ; 0 Ix BENDS Q 0 0. LENGTH OF RESTRAINED PIPE LU Gild 5015 5015 D co SAM PIPE SIZE 8" 12" FITTING L L Q ARV N/A N/A > J 90" HORIZ. BEND 18' 25' Q 5010 5010 45" HORIZ. BEND 8' 11' 22 1/2" HORIZ. BEND 4' 5 Z w 11 1/4' HORIZ. BEND 2' 3' O PROPOSED .-. GRADE Q REDUCER TO 4" 43' 74' m. REDUCER TO 6" 25' 62' 5005 TIE TO WL-05 5005 REDUCER TO 8" N/A 45' ,% o $" C900 DR 18 PVC REDUCER TO 10" N/A 25' 8" C900 DR 18 PVC NOTES: 1. RESTRAINTS SHALL BE PLACED ON 5000 �E To -03 5000 FIITTINGS T ADDITIONAL LOCATION TH OF _ _ RESTRAINTS IS INDICATED IN TABLE. � _ 2. LENGTH REFERS TO THE AMOUNT OF _ � PIPE WHICH MUST BE RESTRAINED _ EXISTING — — — _ _ _ _Z �_ - - TOGETHER. GRADE N II 3. LENGTH OF RESTRAINED PIPE MEASURED CO ZZ EACH WAY FROM VALVES AND BENDS. 4995 4995 4. SINCE VALVES ARE CLOSE-ABLE, THEY o ARE CONSIDERED A PLUG/DEAD END Q a - APPLICATION. z � - 5. MIN 5.0' GROUND COVER READ. -o .o 3 < C __ 3 Z 6. ASSUMES 200 PSI TESTING PRESSURE. 4990 °° m m N < m 3 cn 4990 N - N II m N N Hr. ITS UJI f) N n .- cn N -�•• oo in 00 .- N � (n oo � . (n TST, INC. N Ln N N r O N 0 ip 3 Z w 00 aj 00 ^ 00 to`, N `-' CONSULTING ENGINEERS O o0 c aD rn p a O cx co - 00 . � cV a ►O M 748 Whalers Way + moo + m00 rnao oao oao + 000 + 000 � + 000 O o O o + m N p CD 0 M p v) o ,n o O ca o C9 Suite 200 Fort Collins ^j � 0 N N In IV `n N �- � N Colorado 80525 HOO HOO � 00 HapOcoto < a- HOO HOOT ;% o I Phone: 970.226.0557 4985 cn f— = fn l- _ = cn � = I I to � x to l— = cn l— _ .— cn l— = r� — 4985 JOB No. 1230.0009.00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 107 of 224 VERT: 1"=4' N WL-05 Z 0 I— cn o- z o' 0 0 cn w 5 W W' w 1 m BUM 2 DRAWN LOT 7 LOT 6 I I• w W BRB 8 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 1 W 1 LOT 6 CHECKED STA. 11+24.54 1 J I DAP 8" 45' Bend WATER SERVICE (TYP.) W L`' L,m ;I I DESIGNED 3 � - S - - - S- � BRB- f .° TIE TO WL-06 O D r FILENAME 5- -i ; - � - -� S- - - -37 LF 8� PVc. �z �° � — 5— — + KEY MAP 0009_WATER P&P D % D -SJ-5B 02 ? D W nD sDl t' F ~ p ° DW °D ° °BOO p ° \'/^, 0 L STA. 11+17.57 „ DWL-05 1° ° ..8" 45' Bend 12+00 303 LF 8" PVC ° i3+60 M3 P 14+00 sT,o2 14+s5 ° NOTES ,��•''RE •'LOT 9 lP S � —S S11 S S S S S 1 .P' a, 1 S S 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONALQS �30' EC� 1 l e P e l NOTES. WATER ESMT 6 LF 8" PVC BLOCK 2 D 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" 'L F ••' �' y I o•I `D .D D.) I DUAL METER PIT SERVICES, OTHERWISE THEY ARE �O `S�ONAL ECG` to LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 181 9 ° LOT 7 LOT 8 TYPICAL SINGLE METER PIT SERVICES. LOT 10 (n STA. 10+28.10 I, I 8" GTV (NE) IIIII D IR R IRI R IRI R - iR F - ,I", IR R D IRR-20 6 ° �'� D WATERMAIN JOINT RESTRAINTS LvLd WL-20 N'" I HARWOOD I LNPLUG - VALVE I I I I W V� _ STA. 10+04.00 D -e. °e. D °e s. rj p°D ° . . e ° n n r �' D° � = I°° 8 x8 Tee D° IBI HI 2i I I ° �� 1 I � ' p I - m 1-8" GTV (NW) TIE TO WL-04 I ;�•- 11 L�, °, LOT 28 A. 10+00_00 a OR: �7� I 1 I REDUCER TEE Z W SEE SHEET 107 SEE SHEET 116 SEE SHEET 121 O J LL —> Oox BENDS Q Q 0. LENGTH OF RESTRAINED PIPE Uj Old PIPE SIZE 8" 12" FITTING L L Q ARV N/A N/A J 5015 5015 90° HORIZ. BEND 18' 25' will Q _ 45D HORIZ. BEND 8' 11' PROPOSED GRADE 22 1/2" HORIZ. BEND 4' 5' Z _. W — 11 1/4' HORIZ. BEND 2' 3' 5010 - IL 5010 O o REDUCER TO 4" 43 74' Q o0 00 0 -- o- REDUCER TO 6" 25' 62' 00 z_ m �' _TIE TO WL-06 REDUCER TO 8" N/A 45' TIE TO WL-04 0 REDUCER TO 10" N/A 25' 5005 8" C900 DR 18 PVC o z 5005 �= EXISTING GRADE m 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL rn _ FITTINGS. ADDITIONAL LENGTH OF 5000 _ _ — — — — — — — —— — — — — — _ _ 5000 RESTRAINTS IS INDICATED IN TABLE. 0 2. LENGTH REFERS TO THE AMOUNT OF CD, PIPE WHICH MUST BE RESTRAINED CD, TOGETHER. 00 a- � _ Z 11 3. LENGTH OF RESTRAINED PIPE MEASURED 4995 0 > 4995 EACH WAY FROM VALVES AND BENDS. z 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. m c C 0 c c c � 5. MIN 5.0' GROUND COVER READ. m m m .-. m m m m_ m- m- 4990 0 3 N 0 �t 0 w 0o N � 4990 6. ASSUMES 200 PSI TESTING PRESSURE. O � lt � Z —NO) ' —Md In Off ' �- N ' Z Lo u7 U.) N � Od — � cfl ' —0 � X C60 �—_^ � d• Uin 4 00 � 4 `� � � -d' � 00 � 4 O � dam- O � rM � O4 ON NN Nd- d a Nd t Nr7 K) 0 LOo U) r7 + o ao + oA + o ao + 0 - + OR + 0 00 =+ 0 00 + ou + On + o 00 + oa Oo C9 -0o � Oo 0000 -00000 � 0 � 0 — sfo � drop o � 0 �- �n ^j � � N � � � � � TST, INC. Q - 0 � Q W a 0 � Q W � Q 0- ! I 1- � Q W 0 _ a � � (n � > N F- � (n � � 4985 CONSULTING ENGINEERS 4985 N � = I I- o N0 mow F- o � I roo -moo ro � o � o F- o y -(n F- > fn H > U) (n F- F-- 2 (n H 748 Whalers Wa Suite 200 Fort Collins 9+00 10+00 11+00 12+00 13+00 14+00 15+00 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40 V: 1"=4 DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 108 0f 224 VERT: 1"=4' N WL-06 Z 0 cn m z � O 0 cn w 5 W W' D SEE SHEET 122 LOT 6 1 � � E E E E E E E E E 0 E D m ---. � D 1 p6 I> LII 8 >dI el LII D DRAWN BRB 5 CHECKED BLOCK I I LOT 1 �� DAP TIE TO WL-05 DESIGNED 1.W � v — I � LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 BRB z5 LF 8" PVC FILENAME STA. 10+06.00 KEY MAP 0009_WATER P&P eD w m 8"x8" Tee — - Ld N.T.S. 2 WATER SERVICE (IYP.) -8" GTV (SW)(SE) � p0 L/ STA. 19+15.19 S S S S �y S P •••••C Z - - - - - - _- - - - - - - -- - -_ - - - - - -� �° N c NOTES a�� •RE O • ° • 'V . ~ �. —r --'.-SS-5B—D ,iO D �:'so ap - - - -, i D.. 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P `o+oo I` P ALLEY "w ' ;° o _ - W NOTES. �p��G GO��' : D: I WL-06 w D. D 13+72 W sr ° l - 11+00, - 12+06= D M Q° 13+00 D W - - W ; I o2 , - - - - - � � - � �_ _ 3 _ =L � - � �° o °D: 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 �p ••••••.• G� S S S S S S S S S S \ D ' W DUAL METER PIT SERVICES, OTHERWISE THEY ARE S/OKIM E� W °' i l TIE TO WL-07 TYPICAL SINGLE METER PIT SERVICES. D S � II I I I I I I M Dsji . °AID° ~ LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 D LOT 9 ° D — R- 1�-R iR R iFdR iFdR �. WATERMAIN JOINT RESTRAINTS b <� PLUG VALVE �=--7 C0 REDUCER TEE Z LU O _ LL Ix BENDS Q Q 0. LENGTH OF RESTRAINED PIPE Uj 06 5015 5015 PIPE SIZE 8" 12" FITTING L L Q ARV N/A N/A > J 90° HORIZ. BEND 18' 25' Q 45° HORIZ. BEND 8' 11' 5010 5010 — 22 1/2" HORIZ. BEND 4' S Z ULI 11 1/4" HORIZ. BEND 2' 3' O F- REDUCER TO 4" 43' 74' Q REDUCER TO 6" 25' 62' GRADESED c � M REDUCER TO 8" / 5 5005 m �0 5005 REDUCER TO 10" N/A 25' TIE TO WL-05 O H o- 00 O d cn � TIE TO Ui o II WL-06 NOTES: 8" C900 DR 18 PVC _ ° Z EXISTING 1. RESTRAINTS SHALL BE PLACED ON GRADE JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF 5000 — 5000 RESTRAINTS IS INDICATED IN TABLE. — — — — — — — — PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4995 4995 4. ARE CONSIDEREDR A CLOSE—ABLE, 'ENDEY APPLICATION. 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. 4990 m 0 0 a 4990-1 TST, INC. O 11, w O m co m M m � m CONSULTING ENGINEERS 0, 0 ap Cn 00 cD _M o b M 00 748 Whalers Way + o 00 > o 00 (0 co + o qt Suite Colo�ado 805250 Fort Collins O O C9 + p 00-+ 00 + rn 00 n 0 00 M M _ Phone: 970.226.0557 Q d EE 0D ~ a- I.() N� 1230.0009.00 aa. �-Q � � QW w QW Q' JOB NO. 4985 (n o� m N (nn � � U)i � �' c~n � �' N0 4985 9+50 10+00 11+00 12+00 13+00 14+00 SCALE H: 1"=40' V:1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 109 of 224 VERT: 1"=4' N Z WL-07 cn o- z o' o C) cn w 5 W p 13 LF 8" PVC LOT 12 LOT 10 LOT 9 STA. 17+27.26 W S- S-iNO S - S 0) STA. 16+29.03 8 11.25' Bend _ : - - - iD ° WATER SERVICE (TYP.) - LOT 11 OFFSET -24.4T g S W, D \ E 1 HYDRANT ° a° 11E TO WL-16 D STA. 15+13.93 ° 4p!, D W 8"x8" Tee BLOCK 8 S 9 D 8* pVC D 17+41 WL-16 ° W w \ P e LOT 14 2-8" GTV (NW)(SW) 5 W- • g1 LF �1koo ` . - - - - - - o STA. 10+00.00 � �- -° � D °D� °_ � �° W TA. 12+63.59 STA. 13+92.29 W S �� N DI ° . Ip LOT 76 1� ` 8" 11.25' Bend OFFSET -25.68' LOT 13 S W D ,° °`° a" pVC - D o �� m 0 m LOT � LF o D N + LOT 44 D °HYDRANT K 6 , 4 � \ _ STA. 12+54.41 LOT 2 D SP�LE� 11 I D1 N DRAWN \ .I D' ° �I° I LOT 75 BRB 8" 45' Bend LOT 3 - �� -s '` , , cc� D. LOT 4 BLOCK 8 Dr VC ° }oo _ " - ' ' LOT 43 c�,o ` rn D l CHECKED 8 P = �5 - CP ' STA. 16+29.02 b DAP D° D \ LOT 5 S D 121 1F - �` �� = 8"x6" Tee (SWIVEL) LOT 45 \ D g ` °D � ' N " \ DESIGNED LOT 6 STA. 12+43.39 S \ \o° \\ ` 1-6 GTV (NE) I LOT 74 BRB \ 8" 45' Bend W w S - -. �.\ 'fir LOT 15 \N i D J I FILENAME S \ N LOT 42 I I, I KEY MAP 0009_WATER P&P S D° S . �^ LOT 46 LOT 73 3 p0 ` b D P , P � I -fcn '.` X (�'/�._' 'D D 111 T .�Y.\ I 1 - \ - LOT 16 NOTES �. ... 0 9 ° . 8 LF 8" PVC 1 LOT 41 7- a�• RE O�P� O� 1 \ LOT 19 " STA. 13+91.78 I I. :° cn LOT 47 LOT 72 • G " 8 x6 Tee (SWIVEL) BLOCK 8 _ w �_ I I 1. REFER NOTES.TO COVER SHEETS FOR LEGEND AND ADDITIONAL ° TIE TO WL-06 Ip° 10 LF 8 PVC 1-6 GTV NE) • D f �o•. N 3 LF 8" PVC LOT 7 cn o o - - • LOT 17 N "° LOT 40 I 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4- 00 O� •'•G� ; 04 LOT 18 - • � 31 1 LOT 48 v11 w I I LOT 71 DUAL METER PIT SERVICES, OTHERWISE THEY ARE S/ONA\_E� STA. 10+48.82 f° I • � D° ' - � TYPICAL SINGLE " METER PIT SERVICES. D Q 8 22.5 Bend LOT 18 N f e - LOT 8 y I` oDJv STA. 11+52.88 - - N LOT 39 LOT 49 NI �, Icn LOT 70 p I 13 LF 8" PVC N 8" 45' Bend 8 I D I, I, el. I- —1 w L f L STA. 10+62.89 e I. o - a D.. 8" 22.5' Bend LOT 17 _ LOT 19 w 1 ` 43 LF 8 PVC ° P 16 LF 8" PVC f °� N LOT 38 LOT 50 N� I W D 8 72 LF 8 PVC -Ism W o - Q -(n LOT 69 10+0 ST-3J S °. D ° '11+00 •'per • D h 0O w ' WATERMAIN JOINT RESTRAINTS W f - --A - 3 -- � LOT 20 D - - - - - - - - -... _. _ - - f o - I� LOT 37 - LOT 51 �i i. LOT 68 t S S S S S , D STA. 10+04.15 f D° -I- PLUG VALVE 8"x8" Tee STA. 11L-7_777 +35.69 LOT 21 D l}, OT 17 - 2-8" GTV NE SE " 1W83 113LVM ( )( ) 8 45 Bend 0013 ,OS STA. 10+00.00 LOT 16 I mo- 3 cl _T n LOT 36 I I' LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 ;� Cr LOT 52 cnl �N LOT 67 SEE SHEET 111 SEE SHEET 112 l REDUCER TEE Z LU 0 _ LL xzz" CO- O fr BENDS Q Q 0. LENGTH OF RESTRAINED PIPE Uj 06 5010 5010 PIPE SIZE 8" 12" _ FITTING L L � � Q ARV N/A N/A > J 90° HORIZ. BEND 18' 25' PROPOSED GRADE 45° HORIZ. BEND 8' 11' 5005 5005 22 1/2" HORIZ. BEND 4' S Z LU 11 1/4' HORIZ. BEND 2' 3'Of Co O 0) REDUCER TO 4" 43' 74' Q EXISTING TIE TO WL-06 8" C900 DR 18 PVC N GRADE _ _ _ _ REDUCER TO 6" 25' 62' - _ - REDUCER TO 8" N/A 45' _ z 8" C900 DR 18 PVC - - TIE TO WL-16 5000 - - N/A 25' - - - - - 5000 P _J — NOTES: a N C 1. RESTRAINTS SHALL BE PLACED ON 00 00— JOINTS AT THE LOCATION OF ALL o a- FITTINGS. ADDITIONAL LENGTH OF d i RESTRAINTS IS INDICATED IN TABLE. i � Z II 4995 4995 z o 0) z 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED �o z Z - Z TOGETHER. Z z 3. LENGTH OF RESTRAINED PIPE MEASURED r - -v tO - '3 '3 -v EACH WAY FROM VALVES AND BENDS. .. m m -v rn -o -v o 4. SINCE VALVES ARE CLOSE-ABLE, THEY 4990 N m 0° '� Z m a0i m - c c � - c m Q � 0 � � m 4990 ARE CONSIDERED A PLUG/DEAD END N.. • . a m m a� m m �_ .. a� E-.. m v, u m m Ln �n APPLICATION. ao a Z � d N 00 rn N O a 00 N 0 `_ O CV n m 0� m O m m_00 H W Z 't ~ ? N ~W t0 N N oo N c� o d. o0 000 d- r� in 'n -� ;n in a`-o co b n M�v va, ii rn I� F z o z N 5. MIN 5.0' GROUND COVER READ. ao pp 0 d- _ �n ,n rn 00.. 00 OOax > d' Os �COa - L6 Inca � � � � tD � a d' d' d O OOAx Q_ 17 X NOaX NOa I— 1' — a � .— a -1') O P7c0 LOO 1n � i� � x + 0ID 0 + O 00-+ 0 00_ + O 00 + 0 00 + o Oo + 0 00 + 0 m _+ O t + rn t + + o + O 00 o _+ 0) 00 - + O m + O m 6. ASSUMES 200 PSI TESTING PRESSURE. 00 N 00 O � O NO NO N _MO MO MO Mo00 MO U' -to 0) 0 c00 U' ISO � N HIV_ IV N .— U-) v— U-) —' ) _� � act � � Ito � IV r N Qa Woo Qa- ie Qa Qa � Qa QW W -Qa Qa- w Qa � ~ Qa_ N ` Qa. x Q � W00 Q � Wco QED: 4985 v~i � = cV -Cn x CnI- X: N � = NI- = - r- oo � oo ( o =-NOW F- o t- oW NOS-NI- = c~i� � = c� N � = No 1 I- = 4985 TST� INC. fn � 2fnl- 2 > N1— N � > 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40' V:1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 110 of 224 VERT: 1"=4' N Z 0 cn � z � O 0 V) cn w 5 L>_I WL-08 SEE SHEET 114 SEE SHEET 110 w I I I I I I I LOT 27 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 - Q LOT 15 LOT 13 LOT 11 I I LOT 16 \ '\ LOT 14 LOT 12 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 28 LOT 26 STA. 13+23.94 \ 1 8"x6" Tee (SWIVEL) STA. 10+71.24 1, \ N 22 LF 8" PVC STA. 17+93.50 WATER SERVICE (TYP.) I 1-6" GTV (SE) 8" 11.25' Bend S \ m 8 11.25' Bendim ' LOT 16 _�� S_ -S S XN - -r I S S - .S - - -S - -S S - S �S - - _ S _S - _ S L -S S - S - VNW, S - - WW_ -S -� S WV S - DRAWN BRB STA. 18+16.59 - - - - =ss-2D p o - °. CHECKED .; R ° o o 0 o a o 8 45 Bend � � • y � • 1 o . c.� p • o . .. o o o ° • \N e �w a : > : : ALLEY E . � o0 1 .I .. o .o • .a $ ° , .ALLEY D � \\ :17+00.. 0 16+00 0 o e a Cv o e -y c DAP LOT 17 / _ : 15+00, a 14+00 13+00, a 12+00 11+00° Pv� r \ DESIGNED o� : 0 ' 8 q _ _ _ _ a - _ - - 3k ��� - WL_ 08 M a 5 0 " % .�\ BRB • D - - - - I_ _ - - 7G4 S S S- S - S TS -S S S - -S LF 8 PVC - LOT 18 S S S S S S S S S / �- 3 A1� S - S S S M M S ^, \ LA FILENAME or LOT 29 STA. 10+00.00 1 \ KEY MAP 0009-WATER P&P JV� f I LOT 30 8"x8" Tee \ \ N.T.S. LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 2-8" GTV (NW)(SW) \ - 19 / / I LOT 31 LOT 32 LOT 33 LOT 34LOT 35 LOT 36 STA. 15+13.93 \ \ PDO,Lic STA. 19+03.0 STA. 14+18.98 STA. 13+23.94 LOT 42 \ � LOT 37 LOT 38 LOT 39 LOT 40 NOTES O o o - „ BLOCK 7 8 GTV OFFSET -7.51 LOT 41 LOT 43 V Xo 8 GTV IRI' ifd R ir^v R I f iFd R ir^v R IR R HYDRANT - IR R �\ ` =o .1 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL O P S O IRR-06 I -_ I BLOCK 8 �R \ NOTES. / E �f— � I I I I � GO � L�J "It Z�- LTJ IFd R 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" STA. 19+16.03 I I S •' DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�pNAU E� { n�l8" 45' Bend z STA. 14+52.44 w1 \ TYPICAL SINGLE " METER PIT SERVICES. > E E E E 8 1 L I 8"x8" Tee I I F w STA. 10+00.00 ST-3A O o \ d \ �0 \ I I LOT 44 11 01 M I 11 I I AJ 11 I I I I I !Ll _ \ u! l�, aI ! "�!I L� uI TIE TO WL-09 LOT 37 LOT 35 ILOT 33� LOT 31 LOT 29 m \ WL-09 - LOT 30 N LOT 58I LOT 56 LOT 54 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 \\ , \ LOT 36 LOT 34 LOT 32 Iea 1LOT 59 LOT 57 LOT 55 LOT 53 LOT 45 \ \ I-Au I �— SEE SHEET 112 NOTES: LENGTH OF RESTRAINED PIPE WATERMAIN JOINT RESTRAINTS 1. RESTRAINTS SHALL BE PLACED ON (n JOINTS AT THE LOCATION OF ALL PIPE SIZE 8" 12" FITTINGS. ADDITIONAL LENGTH OF PLUG VALVE Z LU RESTRAINTS IS INDICATED IN TABLE. FITTING L L J 2. LENGTH REFERS TO THE AMOUNT OF ARV N/A N/A O PIPE WHICH MUST BE RESTRAINED LL TOGETHER. 90° HORIZ. BEND 18' 25 O 3. LENGTH OF RESTRAINED PIPE 45° HORIZ. BEND 8' 11' MEASURED EACH WAY FROM VALVES 22 1/2° HORIZ. BEND 4' 5' AND BENDS. 11 1/4' HORIZ. BEND 2' 3' REDUCER TEE 4. SINCE VALVES ARE CLOSE-ABLE, LL! THEY RE CONSIDERED A REDUCER TO 4" 43' 74' 06 PLUG/DEAD END APPLICATION. D REDUCER TO 6" 25' 62' 5. MIN 5.0' GROUND COVER READ. REDUCER TO 8" N/A 45' Q Z 6 ASSUMES RESSU E200 PSI TESTING REDUCER TO 10" N/A 25' a = Q BENDS Q 5010 5010 Z W VVL--U� O Q INSULATE & INSTALL BLUE-BOARD UNTIL MINIMUM COVER IS OBTAINED. 5005 PROPOSED 5005 GRADE . EXISTING GRADE p rn rn - - - - - - -- - - - 5000 - m" _-_ - - - --- - - - - 5000 c g" - n�. N > N > - - - 8" C900 DR 18 PVC C900 DR 18 PVC LO o z z - -11E TO WL-09 -N. - - - — Cq 4995 F- 4995 —o II z j ^ ao _1 z_ m .I v 3 v rn c - to C 4990 ~ m oo _ m m 4990 TST, INC. Lrn ( m m N m m H m m^ H^ H^ CONSULTING ENGINEERS • O C0 -z —� M LJ W N O � - � N � u7 ' -a � � a Mrn rnN Z 0r- e M Nam .- OI- a Z 748 Whalers Way N d- c0 O -CV to II N co In rn •� rry X v "� p v Suite 200 Fort Collins rn : .- 00 a _ rn Co a 00 r- -00 n _ CL N n a N V) -� � N.I-A n ai a O a> a Colorado 80525 � � aD + rn00_ � � m + rn �_+ rn � -+ rnao rnr + rna + 0) 00 � + rno0 + rnaD � O ,� rn O O a0 � rn o0 (� M O C9 O M O O O Phone: 970.226.0557 , .trV v- d IV- � d N � �} -mod — Q � � Qd � � N r � mod' e- � N_ � d- IV � � N !— OO 1` OO HOO HOB I— OW HOO � O ~W � o ~ al HOOa1 HOO HOOaI JOB No. w Q,a W— a_ w ao Q o- M co _. a X ¢ W 00 1230.0009.00 4985 tnl- 2 N � 2 tnF- = tnl- � cn � > NI- 2 NI- > tn � �`' � cnf— X: cn � = cnl- = c� 4985 SCALE „ , „ , 20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 H: 1 =40 V:1 =4 DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 111 of 224 VERT: 1"=4' N Z 0 V) o z it O v (n w > 0 w WL-09 w Q a m DRAWN BRB SEE SHEET 111 SEE SHEET 110 CHECKED DAP I — \ DESIGNED e I I LOJ ��-``' LOJ If RL � L -1-R R— BRB FILENAME 1 I Z E E E E ` KEY MAP 0009_WATER P&P I o I e o \ \ LOT N.T.S. I TIE TO WL-08 r w ' � _ 0 1 I ° g `\ \ NOTES �Po L�� �. I I 15 LF 8 PVC LO Q� G 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL PQ LOT 441 e \ cn NOTES. G S • 1 I STA. 19+35.46 v BLOCK 8 STA. 10+00.00 + 8" 45' Bend dl- J �i� ?� �I L 2i, y'al 8 mil L �I L H1 2I BI " " LOT 37 LOT 35 LOT 33 LOT 31 I I LOT 29 m " 8 x8 Tee 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" 0� •••••••?G�� LOT 30 N LOT 58 LOT 56 LOT 54 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 2-8 GTV 1+27. 9 \ ��,� DUAL METER PIT SERVICES, OTHERWISE THEY ARE E� II 63 LF 8" PVC �, I STA. 21+27.99 \ TYPICAL SINGLE METER PIT SERVICES. TONAL ` \ LOT 36 LOT 34 LOT 32 STA. 15+03.49 ocn I LOT 59 LOT 57 LOT 55 LOT 53 LOT 45 \ \ BLOCK T I STA. 14+70.38 WATER SERVICE TYP. S — � 09 STA. 18+71.17 � �,�,, � 8"x8 Tee I I �9 8" 45' Bend STA. 10+00.00 8" GTV ( � S \ x \ - - -S- - * - - -S S S S- _:S \� pp — - - - —I— - - S S — S y�y S S S— S— 5-- - —S - S — — S S - - — — � L 4466� — — �— L( i 10 00 oM ffa' Y 17+00 o 7 068 L 8 PVC6+OOoo 18+00 1 15+0 ° 14+00 13+00 o, 12+0 0 o 11+OALLEY QCALLE I° T off' M — — 3 — — — — — — — _ a J WATERMAIN JOINT RESTRAINTS —--- — — — — — — — — N - - — � — I—v � — — I- - - -14— — � — � � - - - - � I— 4 W. S Al S S S S S S S S S S C, ` S S S S S S S S S � �S S S S S S S S .° I 1 STA. 15+36.43 I �� 8" GTV I I h LO- PLUG VALVE LOT 38 LOT 40 LOT 42 LOT 44 LOT 46 LOT 48 Z LOT 61 LOT 63 LOT 65 LOT 67 LOT 69 LOT 71 LOT 73 LOT 75 ° LOT 76 a.l LOT 39 LOT 41 LOT 43 LOT 45 LOT 47 LOT 4910 `r LOT 60 LOT 62 LOT 64 LOT 66 LOT 68 LOT 70 LOT 72 LOT 74 N LO1 : I SEE SHEET 113 SEE SHEET 119 REDUCER TEE Z ...1 0 _ Cf) LL cr BENDS 0 Q 0. 5010 5010 M l^.1� LENGTH OF RESTRAINED PIPE W w 06 PIPE SIZE 8" 12" co FITTING L L < 1: Q ARV N/A N/A J GRADE 5005 PROPOSED 5005 90° HORIZ. BEND 18' 25' 0. 45° HORIZ. BEND 8' 11' .. 22 1/2" HORIZ. BEND 4' 5' Z W EXISTING I 11 1/4" HORIZ. BEND 2' 3' O GRADE coo - m" REDUCER TO 4" 43' 74' Q 0LO 5000 - - - - - N oa - — — w " C900 DR 18 PVC 5000 REDUCER TO 6" 25' 62' 8 REDUCER TO 8" N/A 45' cV z cV z REDUCER TO 10" N/A 25' - - -- - - 8" C900 DR 18 PVC TIE TO WL-08 — — _ ' NOTE& 4995 _ - — — — — — — 4995 1. RESTRAINTS SHALL BE PLACED ON LQ ;� JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 4990 4990 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. >- LO v v Q 00 .. 5. MIN 5.0' GROUND COVER READ. 4985 m m - � N rCfl � f � c z Hm ~ 4985 m m _u m0 6. ASSUMES 1 50 PSI TESTING m m II m m PRESSURE.CID O W cy) w OOA CL 00 zn ln 0 `I `I + oo0) 00 + � $o + rn � � + rn � + rn 10 + rnao + � � � + o ax ao � TST, INC. rn rn 00 rn 00 a0 . rn rn 00 C3 00 0 CONSULTING ENGINEERS r1i r1i I_ � N � � � � u7 r4 748 Whalers Way Q Q ~� Q w Q Q ~ Q a- w 00 Suite 200 Fort Collins HOB HOB QCL �wO� HO Q � �w' m HO0 1 4980 (n l— 2 (n l— 2 (n l— > (n l— > cn l- = N H fn l— > (n 2 cV 4980 H O I H O H O H O 1 Colorado 80525 Phone: 970.226.0557 20 00 19 00 18 00 17 00 16+00 15 00 14+00 13 00 12 00 11+00 10+00 9+50 JOB N0. 1230.0009.00 SCALE H: 1"=40' V:1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 112 of 224 VERT. 1"=4' N Z 0 F- a_ z � 0 c) 60 v� w w SEE SHEET 112 SEE SHEET 118 w u- WL-10 •°D � p � I • I `` LOT 57 I LOT 62 - LOT 18 I. STA. 17+80.37 12"x8" Tee /' m o• I STA. 12+84.02 ( ) N I g m� (n Q cn!n I` 8"x8" Cross 1-8 GTV N W O DRAWN _OT 58 I; I LOT 61 LOT 19 I 3-8" GTV (NE)(NW)(SW) 1-12" BFV (SW) cn " m STA. 13+32.94 i ° ' BRB ° I p N 26 LF 8 PVC I STA. 13+28.00 I• Q I �° 58 LF 8" PVC // Ld W CHECKED 16 STA. 15+55.94 LOT 59 o ° f TA. 10+26.40 o z - N PI° " ,. DAP 8"x6" Tee (SWIVEL) I LOT 20 o STA. 13+38.65 8 x8 Te / " -� 8"x6" Tee SWIVEL -8" GTV SW STA. 17+20.64 � �/j DESIGNED p p 22.5' Bend STA. 10+00.00 ° ;_ 1_8" GTV (NW) w - - ° �I 1-6" GTV (SW) / IA 6 GTV (SW) - / W BRB ° ° 8"x8" Tee ; , p- p. D. e s FILENAME KEY MAP 0009_WATER P&P STA. 15+03.49 � �� " IIRR-02 I I I i " i `��/ 1 N.T.S. WL-10 MOUNTAIN WILLOW WY 216 LF 8 PVC 163 LF 8 PVC I "> 10+0o 11+00 w 2 LF 8" PVC 12+00 N 13+00 14+00 15+00 16+00 -17+00% P00 ° N �y2 NOTES �� '••E • `' \� n °s D' • . RO • I D ' 1 TO COVER SHEETS FOR LEGEND AND ADDITIONAL _ ` - • a [. ^ s • ° °. a e- .!.. D ° o .°" • iD „ ° , •° a p:6 °° °D - 'p �P° - - .- � - - - .p o'er REFER G S� D w n - -�1\ - _ / `D ' NOTES. o P 7 I STA. 10+26.40 0 \� G I: I OFFSET 21.51 _ cn D°° F. FL o )T 29 0 °° Q w LOT 1 / d 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3 4" Q �° ? �� �� as i STA. 13+38.65 /. / �O •....•• G HYDRANT STA. 15+56.00 / / DUAL METER PIT SERVICES, OTHERWISE THEY ARE �- I OFFSET 21.53' 00'. ONA� N LOT 48 D LOT 2 I° HYDRANT OFFSET 40 %p° TYPICAL SINGLE " METER PIT SERVICES. LOT 30 NI p LD �� D,j TEMP. HYDRANT / / D N LOT 47 I I-� LOT 3 v�l 9 LF 8" PVC )T 31 NI LOT 46 LOT 4 f LOT 32 �I U . I � LOT 45 I y I LOT 5 I / f WATERMAIN JOINT RESTRAINTS A, I I_� p 00 Ld LOT 44 f Q •° ' I LOT 6 SEE SHEET 112 SEE SHEET 118 SEE SHEET 103 PLUG VALVE �L CO REDUCER TEE Z J O _ 0) LL Ix BENDS Q 0 0. 5010 5010 LENGTH OF RESTRAINED PIPE W _ � W 4d PIPE SIZE 8" 12" co FITTING L L Q ARV N/A N/A > J 5005 5005 90" HORIZ. BEND 18' 25' Q PROPOSED 45" HORIZ. BEND 8' 11' F GRADE 22 1/2" HORIZ. BEND 4' 5 Z LU Oho 11 1/4' HORIZ. BEND 2' 3' O L0N � REDUCER TO 4" 43' 74' Q rn 5000 m � d �� 5000 REDUCER TO 6" 25' 62' b II N z REDUCER TO 8" N/A 45' EXISTING O a z REDUCER TO 10" N/A 25' GRADE- L6 wo 8" C900 DR 18 PVC - 8" C900 DR 18 PVC - - - _ - - - - - - - - -- - 1. RESTRAINTS SHALL BE PLACED ON 4995 - _- - - -�— - - - - - - - - - - - - - - - - - - -- - - 4995 JOINTS AT THE LOCATION F ALL - - FITl1NGS. ADDITIONAL LENGTH OF - o RESTRAINTS IS INDICATED IN TABLE. - 2. LENGTH REFERS TO THE AMOUNT OF 0 rn z o rn v - PIPE WHICH MUST BE RESTRAINED �' o_ � � ; TOGETHER. I o II o °N' 3. LENGTH OF RESTRAINED PIPE MEASURED 4990 z z CD Z Z CL 4990 EACH WAY FROM VALVES AND BENDS. o II 4. SINCE VALVES ARE CLOSE-ABLE, THEY } � o Z Z ARE CONSIDERED A PLUG DEAD END ;5 co � rn - a� - APPLICATION. a _ 3 a N •3 .0 5. MIN 5.0' GROUND COVER READ. II v N c -o `� -v o -o N 3 m } o 6. ASSUMES 200 PSI TESTING PRESSURE. c °0 m m m '- 0 o a0i a� a 00 H .. 4985 m zi m m m m m ;X 12� a� � � o) 3 4985 O ~ cD O � 3 N N O O O W � 3 d FT d - z � r- c ii i O a r0 to co o a Z fn cc c0 ' .� LO ,,� 00 N O 00 s Z (0 � e cn O d- V) co co N - a M ro 00 Z S �} "t �� 1n In O r7 u7 N 00 N tD a � N cn II Ln X. d CD (0 '* 0 N cotX�.� O0 I°`� ! '—p .� N � � � 00 X 00 X In 00 O _ O a + ,� � + mlo + � N0) : N0) 00-+ � + � + � + Me � 0) t �nm .0') + rn00 I- + 0 00 ) m CONSULTING ENGINEERS rnao + � � rn % + rno0 � � t.rnA rn � rng me a� ao � -i- rn00 � + rn � o0p Orn OM OmW O � C9C9 Nrn N � ao � � 00 M � 00 � m 0 r) 0) 0 tn � 0 I� � - I, 0) c.9 N cf N d r d N c N c Q � � Q � � Q � F_ Q � �� iO 0 12 - � N F N 7e 200 Whalers Way H O �- O i- O I- 00 I I f" 0 � HOB _ la- O � HOW F- 000I HOO � IQ- 0 � � HOD � 00 � Suite 200 Fort Collins 4980 N � = tn � � cn � � cnl- = � � N � � cn � � cn � � v� � > N � = M N � = � � I- �,I 4980 Col: 970.26.0 > U) �— 2 cn 2 � Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Job No. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 113 of 224 VERT: 1"=4' N z SEE SHEET 111 LU I Zti a_ A O ° \ R VALVE ° S z z �o ^ o z NT PIPE � ° / \ �• , 9 �w � 2 AIR VALVE STA. 10+00.00 ° WL 8"x8" Tee r STA. 10+65.66 TA. 11+48.00 STA. 14+52.44 ° 45' ° ° p SS,o2 LOT 28 c� 8" Bend ° -NPR \ \ LOT 16 \ 6 LF 8" PVC ��kp STA. 16+80.37 � , o ° W \ STA. 11+55.07 8" G , _ e i 4 N LOT V A � 8" 5' Bend -- N \ LOT 15 �_ ® LOT 1 27 0 `W \ �U, vJ� 2" AIR VALVE \ \ TA. 11+72.70 1\1 m y BLOCK 4 \ \` LOT 14 \ PAN W AIR VALVE N \' LOT 26 / LOT 17 �' VENT PIPE o LOT 2 \ DRAWN O 3 �N 0 / LOT 18 \ 3p"EL�SM� STA. 12+41.57 as�' STA. 12+41.57 0\ X � i BRB (ER LOT 13 b , E 8 x6 Tee (SWIVEL) ° \ y LOT 25 CHECKED LOT 19 wP \ ° ��,� OFFSET —30.74 \ •�,� ° \N LOT 20 \ Ln — — — _ �� 1-6 GTV (SE) \° HYDRANT \° J �\ DAP \ �� — 1-8" GTV (SW) TIE TO WL-12 S \- DESIGNED �N LOT 2 LOT 1 g � \ \° LOT 24 BRB S � LOT 4 STA. 13+92.07 STA. 12+78.25N FILENAME 81 BI 8" 11.25' Bend LOT 3 8" 45' Ben \ KEY MAP 0009_WATER P&P ST' \ 7 LF 8" PVC \ \ ' \ LOT 23 N.T.S. 28 LF 8" PVC LOT 5 S \ I STA. 12+85.77 \ \ 0 - STA. 16+90.05 ` ° " " \ w cn \ LOT 12 8" 45- Bend L/c 8 x8 Tee N LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 \ \ ° � NOTES �.••''E'' �, 2-8" GTV NE NW \ ° ° �' \ STA. 14+20.60 S �� LOT 6 `n \ LOT U�;'�DR Q�O�G�O� ( )( ) \ 5 kOp 3� Q ° STA. 10+00.00 \ 8" 11.25' Bend - 1� 5�' �° 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P ° S S_ S S — — — — — — — vC v ° NOTES. OAS S S S S BLOCK T \ G v a v ° 91 LF 8 PVC d s cn3/4" F .• c WL-11 ° e °v 0. 105 LOT 7 \ 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE O� ....... G� 9 17+00° 16+00 " " ° '4+0 �� \ S, S/0 E� ° ° 17+ ° m"r' 268 LF 8 PVC :Q: 1 \ SE Y NAL °: 15+00 \ A E RE � P ° 0 °, DUAL METER PIT RVICE OTHERWISE TH ° LOT 42 �� cn'r TYPICAL SINGLE METER PIT SERVICES. — - - - - - — — - - - - — — SS-04— ° — \ C�W� w \ _ LOT 8 S S S IU1° S� T S S S M S is S S S S S B \ �/ STA. 17+81.85 LOT 41 LOT 9 \ ; 8 11.25' Ben ') \ ° 15 LF 8" PVC BLOCK 4 \ LOT 40 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 i0T 33 LOT 34 LOT 35 LOT 36 LOT 37 � � ro°: LOT 38 \ �� C , cna' \, WATERMAIN JOINT RESTRAINTS SEE SHEET 111 PLUG VALVE �L------ REDUCER TEE Z J O _ co U. Ix 5010 5010 BENDS MQ 00. PROPOSED - LENGTH OF RESTRAINED PIPE W LU od GRADE D PIPE SIZE 8" 12" FITTING L L � � Q 5005 5005 ARV N/A N/A > J 90" HORIZ. BEND 18' 25' Q .. 45" HORIZ. BEND 8' 11' TIE TO WL-12 22 1/2" HORIZ. BEND 4' 5' to W EXISTING m v m ,R 11 1/4' HORIZ. BEND 2' 3' O GRADE - " o a o 0) REDUCER TO 4" 43' 74' 62' 5000 8 C900 DR 18 PVC `n o V' � � ii 5000 REDUCER TO 6" 25, p0 11 r� > — - > z z - REDUCER TO 8" N/A 45' REDUCER TO 10" N/A 25' 4995 4995 NOTES: 0 1. RESTRAINTS SHALL BE PLACED ON c, JOINTS AT THE LOCATION OF ALL Ln FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. o Q, o_ 2. LENGTH REFERS TO THE AMOUNT OF z II PIPE WHICH MUST BE RESTRAINED o) z _ TOGETHER. N 4990 tz � z r 4990 3. LENGTH OF RESTRAINED PIPE MEASURED N Q EACH WAY FROM VALVES AND BENDS. Co > z 4. SINCE VALVES ARE CLOSE—ABLE, THEY a0 ARE CONSIDERED A PLUG/DEAD END N CL APPLICATION. 5. MIN 5.0' GROUND COVER READ. 4985 4985 6. ASSUMES 200 PSI TESTING PRESSURE. a TST, INC. v v 3 CONSULTING ENGINEERS N .-. m m 748 Whalers Way m 3 m m " -0 -p -p -p v -v -v Suite 200 Fort Collins 4980 0 z m aD m m c c c c — N — 4980 Colorado 80525 LO N ~ w N N m m �• 0] m m m m m- ,. m Phone: 970.226.0557 O ^ H� m m m CO— m m_ m m m m H 00 Do - O m OD Z c0 c0 O r` �-I` 07 ^ W 3 M cD tD O O N N -� . O t0 c0 z N r7 -O a N x O N C0 � f� N O -� M tG N V i O N -� m N In CO In I� O dm O �`� ' O r to M C0 O 3 O m ao 6 O e N o0 _ O o0 a m 00 x N I� t0 00 4 d' c l s m 00 �p � � N � r� . 6 '* �j J N 4 p 't O x roe No. 1230.0009.00 -001- s -� � c � � a A e- 17 —OIo O � Q- 1n � R � � � � d- M Nr � r Lp Ornst + + + + + rn ao .� rn ao + rn 00 + rn rn rn 0 rn 0) rn rn 00 o a0 0 00 rn 00 rn o0 0) a ^ d' e no OO O � � ►� � Nrn _Nrn Nrn C9C9 _N � 00 + m + m + m .}. >- + rn00 + rnm + rn00 -� rn00 + rno0- + rn00 -+ � + � 00 + 00 + SCALE 0 N � L() N � � � N r � N � � N r � N r � N �— d N � � � � � r �`� � � � r � ' � � � � �} —0 O � � OC?� QO) " r " ' Q � � ¢ � � A A H � N � �t N � � � r � � � � � N H: 1 =40 V: 1 =4 1a- 00 Ha— 01 0- x maw a_ � H- != l-=- H H � H 4975 cn � = fn00 1 (n � 2 Nam = Q � � Q °_ � ¢ n � cfla0 ¢ a. � Qo_ � ¢ � � ¢ � � ¢ ¢ � � ¢ � � ¢ HOO 1- OO � 00 HOO I- 00 I I I- OW HO HO HO ¢ ¢ CL � ¢ � � ¢ d ¢ dam �� HOW HO � HOO DATE N H 2 !n 2 cn � 2 .- (n F- > to N � t- c H O O !- 0 0 O H O I- O I- O > �`! tn � �' NN N � = tn � = Ln � � N � � v� i— '�! tn � > � N cnr tn �— cn — = — 4975 SEPTEMBER 2024 18 50 18 00 17 00 16+00 15 00 14 00 13+00 12 00 11+00 10 00 9+00 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 114 of 224 VERT: 1"=4' N WL-13 SEE SHEET 116 z 0 ® K / LOT 20 LOT 21 I LOT 18 m z _r - - - - - - - - - - -. ,¢ TIE TO WL-15- I co - - - - - WL-12 o 7tE STA. 14+49.52 _ N 8"x8" Cros E C4 - N TIMBERLINE RD STA. 1 +96.69 31 LF 8" PVC H W - - _ - - - ST-02 WL-19 W SEE RIGHT w -i w w o W 9 o - v-. � • I °STA. 14+42.68 .. U - - - - - - - ° ° b a i >`li -j g j -` 8 8" GTV m -tn _ � y° ° eb 1 - -LOT 6 - - - , STA. 10+50.98 STA. 11+53.22 I ° �` I I � - 8" 45' Bend BLOCK 4 8"W' Tee (SWIVEL) 1 / w LOT 24 LOT 23 Q- LOT 7 DRAWN 1-6" GTV SW I I. �° / S Q_-I 00 _ BRB LOT 15 \ - � CHECKED LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 1 I j l I - 1 tea; DAP j j I _ j 14 LF 8" PVC to LOT 14 - - - - cn LOT 22 BRB c a30 ELC� LOT 8 DESIGNED WATER SERVICE (TYP.) 13+41.47 STA. 10+36.49 WATER ESMT LOT 25 / 8" 45' Be l 2" AIR VALVE AIR VALVE FILENAME _ VENT PIPE KEY MAP 0009_WATER P&P - - �S S 1 S W S I 1 �cn LOT 13 v i j/, �. �N LOT 21 I'; I LOT 9 N.T.S. T - _ - I 8 N LOT 26 6 NOTES Poo �i� STA. 11+65.22 / BLOCK •' E �. B 101 LF 8 PVC ° I " " a' � 0 :apR `1P - - = 8 x8 Tee m LOT 20 LOT 10 1+00 1 0 COVER SHEETS FOR LEGEND AND ADDITIONAL Q 1 11+s5, 1-8" GTV (NW) NOTES. p� BLOCK ,* REFER T G S�� 110 LF 8" PVC ° STA. 10+66.50 / / N M O�� G I STA. 11+53.22 9 b LOT 27 ,� 1 I' I - ( Q�FOB ��•'<v� f I �o+oo ` OFFSET 7.44 { �, �/ / / j Icn LOT 19 I` LOT 11 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" �p't .....,.••G� I' STA. 10+25.18 �. HYDRANT : ° / , / j` e .; _ I DUAL METER PIT SERVICES, OTHERWISE THEY ARE TONAL E� " °° j STA. 12+11.46 �. 8 45 Bend LOT 12 �„ / / Ie I " TYPICAL SINGLE " METER PIT SERVICES. \ \ j STA. 10+00.00 8 45' Bend _ ° 16 LF 8" PVC \ \ J ' L 8"x8" Tee / I cn o 7 \ LOT 11 i I LOT 18 o LOT 12 g ° STA. 10+08.575 LOT 10 2-8" GTV (NW)(NE) 8 LF 8" PVC _ o g" 45' Bend S - `� \S LO STA. 16+90.05 /� r 7 LF 8" PVC r B STA. 10+09.66 f I T _z . >. ° a 8" 5. . __ S 8 LF 8" PVC TIE TO WL-11 \ \ D ° S LOT 29 / �/ w LOT 17 I LOT 13 22. Bend ° V ° r e ILOT 24 LOT 25 S S - - - - - - - - -- - A -- 0 u . ¢ I T I LOT 26 S / r 56 LF 8" PVC a c 135 LF 8" PVC. a: WATERMAIN JOINT RESTRAINTS S , „° a �X00 LOT 27 '^ / 11+00 12+0 LOT 14 I \. W LOT 30 STA. 10+66.50P �g I v STA. 12+03.06 ° . . o LOT 28 - - - - - S \ " " - N 8" 45' Bend PLUG VALVE LOT 29 8 x8 Tee - - - - - 3 ° S A / /> / 1-8" GTV (NW) S S S S I LOT 30 / a' `�/ STA. 11+65.22 _� LOT 15 f 31 / /° /� I° 3 LOT 31 '< / LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 - 70 �, LOT 32 /ALL i nT � AV` I _.. LOT 16 L�� REDUCER TEE Z W SEE SHEET 114 O J CLL O �/ > BENDS Q Q LENGTH OF RESTRAINED PIPE LU ad PIPE SIZE 8" 12 FITTING L L Q 5010 5010 ARV N/A N/A J 5010 ,•A 5010 90° HORIZ. BEND 18' 25' 0. PROPOSED �L- GRADE PROPOSED 45° HORIZ. BEND 8' 11' cr GRADE 22 1/2" HORIZ. BEND 4' 5' Z W N�� -o 0 11 1/4" HORIZ. BEND 2' 3' O N uoi 5005 j 5005 5005 � '1 11 5005 REDUCER TO 4" 43' 74' Q m`. r z REDUCER TO 6" 25' 62' TIE TO WL-11 0o a m REDUCER TO 8" N/A 45' L6 o O TIE TO WL-15 REDUCER TO 10" N/A 25' `O 0 8" C900 DR 18 PVC _ - - - - b NOTES: 5000 EXISTING 5000 5000 - ;� \ - - _ GRIADE G 5000 GRADE - m - - - 1. RESTRAINTS SHALL BE PLACED ON - - -,� / - - _- - - - - - - - - -- - JOINTS AT THE LOCATION OF ALL - - FITTINGS. ADDITIONAL LENGTH OF - RESTRAINTS IS INDICATED IN TABLE. Sc - 00 2. LENGTH REFERS TO THE AMOUNT OF 00) _ PIPE WHICH MUST BE RESTRAINED 4995 4995 4995 z 11 4995 TOGETHER. Z 3. LENGTH OF RESTRAINED PIPE MEASURED -- EACH WAY FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END Q ° APPLICATION. Z 5. MIN 5.0' GROUND COVER READ. 4990 4990 4990 `� 4990 6. ASSUMES 200 PSI TESTING PRESSURE. 00 z TST, INC. 3 .N. W CONSULTIING WhalersGIVVN ENGINEERS c 4985 m- aci 4) aci 0 0 4985 4985 o Z m c _ �° �° a�i v �° Suite 200 Fort Collins m m m _ a� C c c o c c 4985 Colorado 80525 _ Phone: 970.226.0557 m .- m U m- m• Q) pp N ~ C,4 ~ H^ In F� m m N i N N v N � JOB N0. LO � � U) � O m 0 co to N O t V) C*4 Z o rn O O� s Z tOD o0 N m � e W cotD N t0 � s m � W � � N OI � In 0 � � � d (O � d 0r riN (D% tc) O oXO.� ,n m � Cnm� OO � � 1'J . t0O ) L0Ln �nt� � M o � >± N � � M � � -� � � m � � coop o x ai -cc x rrjr� � M • >� -cvmt mod, o; C a o; ` 1230.0009.00 + 0m + ODO + 000 -+ OQO ,�. OoO � + 0000 � OpOp � + Om _morn 000 000 + > O � It aco 0 n + OO DO Do � O Otter+ � 0 tiF Q + 0 + 0 + 0 + 0 4 - LI) � U-) � U-) ^j � inN � u7 �jU DLO O+ o C9 00 00 0 NO NO - M � -� OmC9 d+- CD � Om � 000 � Om Qa Q � Qd w Qd Q � � (O Q � �00 � Nc _�- u7 N a- � N� r IC) N � � IV � � i- IC) � u7 N � u7 � Ln SCALE l- o = I- oo l- oo moo roo I No = I � oo0l moo � 0000 - Q °- o o - � � O DATEH: 1"=40' V:1"=4' 4980 N fN � 2 0 3: (nl- 2 cn � x � 4980 I � o Ho0 QQ , 1-0 1 How IQ- o0 � o � FQ- o � 4980 N � = N Nam = � I- = � tni- = cnr = - � NI U) U) Ik � cn � = (now N � W 4980 SEPTEMBER 2024 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 115 of 224 VERT: 1"=4' N Z 0 o- z � o C) Y) cn LLI w WL-14 '� PJI � � 2i! LOT 17 w LOT 21 LOT ~ .OT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 20 LOT 19 LOT 18 1 STA. 13+55.74 7 LF 8" PVC STA. 11+16.47 BLOCK S 8" 22.5' Bend STA. 13+63.67 �S 00 8" 11.25' Bend 8" 45' Bend t0 DRAWN S - S - - S- _- S S S- _ S - S- S YV S BRB / v SS-3A - LLLIv CHECKED \ w W DAP Lr k 238 LF 8" PVC w ALLFY°°°G DESIGNED ° O o M Q BRB - - - - -13+00 >1° —°— W 'A 12+00- >e > ° ° FILENAME 13 LF 8" PVC S KEY MAP 0009_WATER P&P STA. 11+02.48 ►�` N.T.S. Q " • y Y s C 8 45 Bend °e> % q° " >, ° S E e 3p ESM� �° 20 LF 8 PVC Pp0 L/c wPR 11 LF 8" PVC o p,L4 �S - NOTES o�F••�RE•' �P� STA. 10+91.02 L c) : �O ,�p\� o �: ' STA. 13+85.07 QQ ��G 8" 45' Bend " " 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P S 8 x8 Tee �1G r\S - :� \ ' r , ° �- � NOTES. a°Y \� 03� vu'i 2-8" GTV (NE)(NW) QF,�OFL G �o•:�� ss'. STA. 12+19.25 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" 'L •' LOT 8 DUAL METER PIT SERVICES, OTHERWISE THEY ARE �O S/•• •••E��' w T 32 = -� 10 o Al, �'�O3 7 LOT � TYPICAL SINGLE " METER PIT SERVICES. ONAL 5 O r ° � ` O_ W a S LOT 6 \ W _ STA. 10+00.00 LOT 5 /� S 8"x8" Tee 2-8" GTV (NE)(NW) $ \ W STA. 14+76.26 _ LOT 3 ° WATERMAIN JOINT RESTRAINTS \ ' 1 LOT 2 \Fa F` PLUG VALVE L------ Z W REDUCER TEE Z p J LL i > Ix BENDS Q 0 0. LENGTH OF RESTRAINED PIPE uj Od PIPE SIZE 8" 12" co 5010 5010 FITTING L L Q SAM ARV N/A N/A J 90° HORIZ. BEND 18' 25' Q PROPOSED 45° HORIZ. BEND 8' 11' cr GRADE 22 1/2° HORIZ. BEND 4 5' Z W 11 1/4° HORIZ. BEND 2' 3' O 5005 5005 REDUCER TO 4" 43' 74' Q j REDUCER TO 6" 25' 62' m REDUCER TO 8" N/A 45' x p CL REDUCER TO 10" N/A 25' 0 5000 8" C900 DR 18 PVC 5000 NOTES: JOINTS AT THE LOCATION OF ALL FITl1NGS. ADDITIONAL LENGTH OF EXISTING RESTRAINTS IS INDICATED IN TABLE. GRADE 4995 4995 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. a 4. SINCE VALVES ARE CLOSE—ABLE, THEY < 1 0 ARE CONSIDERED A PLUG/DEAD END z - = m _Q ,� APPLICATION. 4990 m z V' II 0 - 0 m m — 0 � ° 0 z 4990 5. MIN 5.0' GROUND COVER READ. IN^ Na0 m m N m No IT 0 0 z - ~ o m -� `� r N ao in ~ o 'er Z 6. ASSUMES 200 PSI TESTING PRESSURE. � ap� . ( . 44 0-) rn r ui N � � � � 00 •� Ornax OOa -0 0') � rna LID 00a — tM000a 00 00 & > 000 � 0000 ± o) 00 ± 0) 00 + 0 � + rn00 + � 00 � 0 Q � � ao a � � Qa- X < a- TST� INC. ;L I moo i- oo moo moo � oo�. � oo1 CONSULTING ENGINEERS 4985 U) H 2 N (n I- _ (n F- 2 (n F- 2 (n l- 2 N _ (n I- 2 N 4985 748 Whalers Way Suite 200 Fort Collins 9+50 10+00 11+00 12+00 13+00 14+00 14+50 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 116 of 224 VERT: 1"=4' N WL-15 Z 0 m o_ z x 0 C) U) (n w > o w SEE SHEET 108 SEE SHEET 121 w 4 Q p I° I° p p,°j I.o o° ` i _ L — STA» 13+76.59 11m N IR R IRI R IR R 8 45' Bend IR R 1', DRAWN -� I� - - '' - TIE TO WL-13 l BRB —5 LF 8 PVC__ 0 5 , 41r W W CHECKED W I I f I I STA. 13+70.77 58 V W DAP N — HARWOOD LN 8" 45' Bend -14+00 — —14+34 j DESIGNED Ld ST-2F Lv BRB ° N FILENAME Q IT STA. 10+00.00 - - = KEY MAP 0009_WATER P&P 1 8"x8" Tee IRR-20 I ' 1 ill UI 1'° °`� ,p �� f N.T.S. 1 2-8" GTV (NE)(SE) 1 ° w° STA. 16+52.81 BLOCK 1 o°° o I NOTES Poo �i� ....... cn o �o� ORE w 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL Q. LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 1 + I LOT 211 z NOTES. \� O� • 1 1 �, I _° _j k QF,\, Oft o: ° WATER SERVICE (TYP.) T m 'off 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" O'L .......?G� DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ON&U)I E� 1 I. L z p TYPICAL SINGLE " METER PIT SERVICES. p �° ` WL-15, N A I e J UJ -�— 810+00 Ldir ' ''11+00,. 12+00 % 240 LF 8 PVC 1 SS-3A oI-' STA. 12+64.80 p° -M 3 - — 8" 45' Bend °p 1 1 1— S S S M S S S I IIA M cn1 I p STA. 12+41.59 22 LF 8" PVC ' // WATERMAIN JOINT RESTRAINTS 8" 45' Bend LOT 20 I i' 1 LOT 13 I �, I 1 ,1 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 PLUG VALVE SEE SHEET 107 SEE SHEET 121 �L� REDUCER TEE Z W O J C0 LL i > BENDS Q 0 LENGTH OF RESTRAINED PIPE Im Lu od PIPE SIZE 8" 12" C0 5015 5015 FITTING L L Q VVL— 110 ARV N/A N/A < J 90° HORIZ. BEND 18' 25' > - Q 45° HORIZ. BEND 8' 11' PROPOSED - GRADE — 22 1/2° HORIZ. BEND 4' S u 1 5010 5010 11 1/4° HORIZ. BEND 2' 3' O REDUCER TO 4" 43' 74' Q REDUCER TO 6" 25' 62' �i REDUCER TO 8" N/A 45' m= o 0, REDUCER TO 10" N/A 25' 00 H II 5005 L w " N 'z 5005 8" C900 DR 18 PVC 8 PVC NOTES: =-n TO WL-13 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF —tun) -c RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF 5000 - 5000 PIPE WHICH MUST BE RESTRAINED EXISTING — — — _— — TOGETHER. GRADE __ — _ _ — — — — — — 3. LENGTH OF RESTRAINED PIPE MEASURED a CO' 4. SINCE VALVES ARE CLOSE—ABLE, THEY 0 o ARE CONSIDERED A PLUG/DEAD END I �' APPLICATION. z II 4995 o z >: 4995 5. MIN 5.0' GROUND COVER READ. } u0— _ z_ Q 6. ASSUMES 200 PSI TESTING PRESSURE. z d- N II — V a0 _ TST, INC. w C c V C CONSULTING ENGINEERS 4990 _ v m m - a)--- a� m- a 4990 748 Whalers Way 00 Z U) � LO � O ^ N -� N Sui Colorado 80525 1ins x O . tp 0) d —, d' Phone: 970.226.0557 Or7a � � 17t CONK Lf) N Ln0 rp , I- O >; OON + 0 00 _ + O 00 + o 00 + 0t + 02 o Joe N o. 0o Cq � � � no � � Mo — + o _O 0 -K) O � � a 1230.0009.00 � V) ^ W00 w w Qwm (no o � w 0- Of SCALE oo 1 00 00 0 0 v 00 Q� 0w H: 1"=40' V: 1"=4' 4985 n = cv tl = n � = cnI— n 4985- 9+50 10+00 11+00 12+00 13+00 14+00 15+00 DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 117 of 224 VERT: 1"=4' N z 0 � m z it O CO ii-5 w 0 w WL-16 Li Q 0 m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME KEY MAP 0009_WATER P&P N.T.S. L SE t �p,D E SHEET 113 SEE SHEET 119 Q . �• t= E aoRE - - J J� G O 0 IRR 03 T 7 — — — — — — _ I �I . o _p _ _ �_. 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL : PQ L_0 21 8 I H-1 21 I ' � O GO •: o:r STA. 16+68.37 �J I— — '� H, 8 I a +, NOTES. �C���G �S p• w BLACK A — 8 x6 Tee (SWIVEL) IN LOT 3 a — 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 •.• O —6 G S •..• G 1 TV ( E) DUAL METER PIT SERVICES, OTHERWISE THEY ARE E� I �0. L LOT 12 LOT 10 LOT 7 LOT 5 LOT 3 LOT 1 I I LOT 19 LOT 14 i 0-Icn LOT 2 TYPICAL SINGLE " METER PIT SERVICES. A LOT 11 LOT 9 LOT 8 LOT 6 LOT 4 LOT 2 — LOT 20 LOT 18 LOT 17 LOT 16 LOT 15 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 � J % w 0 I� I WATER SERVICE (TYP.) of LOT 1 STA. 10+21.00 _ BLOCK" • 8 90' Bend S S S S S S S S S S S S S S S S S S S S S S S S S- -I - -- - I - I- - - - - - - -- - - - - - -1 a SS-1A O — - o o SS-01 i 0 30' ELCO WATER ESMT U o , WATERMAIN JOINT RESTRAINTS a — o a STA. 18+09.18 m o 0 0 � : o . o- < _ 0 383 LF 8 o X WL 16 w PVC 119 LF 8" aPVC a a 8 45' Bend . M . 11+00 13+00 � 262 LF 8 PVC � 12+00 • . — - 3 - - o ;��- - - - 1s+oo-- -�-'� - - - - - - - s+o — — —1�+00- - - -17- - - - / � 14+0 1 0 , 'I TA. +88.16 20 LF 8" PVC PLUG VALVE _1 + o _ STA. 12+84.02 8" 45' Bend / O P 8"x8�" Cross STA. 16+68.39 / N STA. 10+00.00 o N I 3-8 GTV (NE)(NW)(SW) OFFSET 6.50' _J I ISTA. 13+28.00 HYDRANT 0.00 i HYDRANT -�11-8"X6" REDUCER // Z wY W 1-6" GTV / // REDUCER TEE Z J LL � // ,, ' �/ / CO SEE SHEET 113 � > BENDS o Q LENGTH OF RESTRAINED PIPE m LU 06 5010 5010 D PIPE SIZE 8" 12" Mrl� FITTING L L Q ARV N/A N/A J 90° HORIZ. BEND 18' 25' PROPOSED_ 5005 GRADE 5005 45° HORIZ. BEND 8' 11' 22 1/2" HORIZ. BEND 4' 5' Z W 11 1/4" HORIZ. BEND 2' 3' O —— — — — — — REDUCER TO 4" 43' 74' Q — — — — — REDUCER TO 6" 25' 62' 5000 m v 5000 REDUCER TO 8" N/A 45' - - - DR 18 PVC o �_- REDUCER TO 10" N/A 25' a 8" C900 C900 DR 18 PVC Lo o ---------------- - - v� NOTE& 1. RESTRAINTS SHALL BE PLACED ON 4995 `` - - - - - - �- - - - - W 4995 JOINTS GS T ADDITIONAL LOCATION TH OF w RESTRAINTS IS INDICATED IN TABLE. EXGRADE > 2. LENGTH REFERS TO THE AMOUNT OF w PIPE WHICH MUST BE RESTRAINED 0 0 TOGETHER. Z II 3. LENGTH OF RESTRAINED PIPE MEASURED o EACH WAY FROM VALVES AND BENDS. 4990 Z 4990 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. .. 5. MIN 5.0' GROUND COVER READ. 00 z 3 6. ASSUMES 200 PSI TESTING PRESSURE. 4985 0 w 00 0 o z 0 0 0 4985 U. U� H � m o � op cfl o 0 0 cot z M 00 2 (n `r° co 'n °00 TI INC. rn w N o0• 00 d c0'.. 7 d- N b CONSULTING ENGINEERS O N 00 a — — 00 � ax > c0 rn cx > CD O a 0002 748 Whalers Way + _ + rn 00 � a — — + rn Co U — + m 00 I— + 00 CD + O 00 Suite 200 Fort Collins � a r � N � x — �— � Na — — �— � N � DLO N a— u7 N— O O 0 c0 N c0 U ^ 00 O Colorado 80525 O c0 CO � 00 W c0 � H o t— - 0 I I < p 0 I — Phone: 970.226.0557 4980 cna cn00 1 1 1 I- 00 1 - ~ oo I No = ¢ 0 �cn I— _ (n 2 4980 � O roe No. 1230.0009.00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SCALE H: 1"=40' V:1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 118 of 224 VERT: 1"=4' N Z 0 z � O co (n w WL-16 w Q 0 m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME KEY MAP 0009-WATER P&P SEE SHEET 118 SEE SHEET 112 N.T.S. LOT 6 LOT 74 cn, �\ �p,O0.LNOTES /c STA. 19+53.32 \ LOT 45 00` 8"x8n Tee 1, U) 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL PQQ LOT 5 2-8 GTV (NE)(NW) LOT 75 I° o \ NOTES. O��G O�S� 1-° STA. 10+00.00 1 F� G p • w Ian a° I , ° la4 � •. °°I ° Q FOB �. <v 18 LF 8" PVC N a ° ° LO 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" `O't •...•,.�G� DUAL METER PIT SERVICES, cn�- OTHERWISE THEY ARE � STA. 17+88.16 I o TONAL E 8" 45' Bend r LOT 4 - LOT 76 1 I°° TYPICAL SINGLE " METER PIT SERVICES. 15 LF 8 PVC-! m D SS-011� - - - W 106 LF 8" PVC' -�E T 07 to D . a wo 91 m _ 21+00 ' WL-07' m WL 16 a m m I o 20 LF 8" PVC » ° s+oo 20 00 - - - - -E 0 143 LF 8 PVC �° STA. 18+09.18 .M, S S S S S S S IM O 8" 45' Bend STA. 20+01.26 STA. 20+20.59 WATERMAIN JOINT RESTRAINTS 8" 45' Bend 8" 45' Bend \ LOT 1 LOT 2 LOT 3 I 01 o LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 L, L Irk m STA. 21+27.99 LOT 6 PLUG VALVE I 8"x8" Tee irvJR i RR 3 i iR '�` 2-8" GTV (NW)(SW) !RR STA. 10+00.00 SEE SHEET 120 REDUCER TEE z W O J d C0 LL x > O BENDS Q Q LENGTH OF RESTRAINED PIPE LU 06 5010 5010 PIPE T SIZE 8" 1L" �n FITTING Q ARV N/A N/A > j PROPOSED 90° HORIZ. BEND 18, 25' Q GRADE 45° HORIZ. BEND 8' 11' N It 22 1/2° HORIZ. BEND 4' 5' Z W 5005 - — 5005 11 1/4' HORIZ. BEND 2' 3' O EXISTING - REDUCER TO 4" 43' 74' Q GRADE TIE TO WIL-07 REDUCER TO 6" 25' 62' — — — — — — — — — — - REDUCER TO 8" N/A 45' 8" C900 DR 18 PVC - - - - - - - __8" C900 DR 18 PVC REDUCER TO 10" N/A 25' 5000 5000 000, NOTES: 0 1. RESTRAINTS SHALL BE PLACED ON a > N JOINTS AT THE LOCATION OF ALL 00 CLCC) FITTINGS. ADDITIONAL LENGTH OF M 0 0 O7 RESTRAINTS IS INDICATED IN TABLE. 4995 z u Z ii 4995 2. LENGTH REFERS TO THE AMOUNT OF W z > Z PIPE WHICH MUST BE RESTRAINED W Z Z TOGETHER. ai 3. LENGTH OF RESTRAINED PIPE MEASURED W EACH WAY FROM VALVES AND BENDS. j 4. SINCE VALVES ARE CLOSE-ABLE, THEY 4990 4990 ARE CONSIDERED A PLUG/DEAD END APPLICATION. 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. 4985 a - 0 Z 0 (n 4985 TST, INC. m m m m 4) CONSULTING ENGINEERS -0 m 3 Su te8200 Whalers Fo t Collins -mod IN7 a cc) Z NIA It � d 0) 0 Z 00 N �`� v O -t ^ v Colorado 80525 + 0 00 + 0 00 + 0 co + 0 00 + 0 00 N 0 00 Phone: 970.226.0557 r, 0 000 0) 0 U' 00 00 _ 0 U U) N � u7 N .— 0 N N u7 1_j ly u7 ^j N u) ^j JOB NO. Q a_ w 00 1230.0009.00 HOO CC HO0 1 H00 H000 � p0a1 4980 _ -(n = cn = C`1 - cn �__ = cn F-- = cn �-- = cV 1 4980 SCALE H: 1"=40' V:1"=4' 17+00 18+00 19+00 20+00 21+00 22+00 DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 119 of 224 VERT: 1"=4' N Z 0 WL-17 z x 0 C) U) v, w w WL-18 w Q 0 SEE SHEET 119 SEE SHEET 104 j to Lj m DRAWN LOT 1 Ie° BRB o — II IRIRR Ir.R CHECKED — — — m — DAP 8 E E STA. 11+13.92 DESIGNED OFFSET 0.00' ST-03L gRg STA. 10+00.00 I �_ HYDRANT STA. 10+24.93 - FILENAME 8"x8" Tee 1-8 X6 REDUCER 12" GTV I m No M�OINTAVA AVE KEY MAP 0009-WATER P&P 2-8" GTV (NE)(NW) - I_r STA. 19+53.32 STA. 10+48.93 - I ST—I4 N.T.S. WL-17- OFFSET 0.00' I _ 10+00 113 LF 8" PVC 11+0011+14 HYDRANT WL-18 NPpO L/c 1-12"X6" REDUCER 10+ NOTES o� oRE — - STA. 10+00.00 MONTAVA AVE I — 12"x12" Tee 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL — I s STA. 15+76.07 ° NOTES. p\�G OAS • 12" PVC m° o - 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" 8 NI / I DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ONAU E� 2�81 _ TYPICAL SINGLE " METER PIT SERVICES. I , I LOT 3 ce / w / ,s / SEE SHEET 104 LOT 2 / )T 7 LOT 6 LOT 5 LOT 4 SEE SHEET 119 WATERMAIN JOINT RESTRAINTS I PLUG VALVE REDUCER TEE Z W O J C0 LL i > BENDS Q 0 5010 5010 LENGTH OF RESTRAINED PIPE W Lu Od •L 5005 5005D co `L PROPOSED PIPE SIZE 8" 12" co z GRADE Q PROPOSED EXISTING FITTING L L Q GRADE GRADE ARV N/A N/A > J 5005 5005 — 90' HORIZ. BEND 18' 25' > Q 5000 5000 45° HORIZ. BEND 8' 11' EXISTING 22 1/2' HORIZ. BEND 4' 5' Z W GRADE — ` — —— _ _ _ _ _ 12" PVC 11 1/4° HORIZ. BEND 2' 3' O REDUCER TO 4" 43' 74' Q 8" C900 DR 18 PVC 5000 5000 REDUCER TO 6" 25' 62' 4995 4995 REDUCER TO 8" N/A 45' -m REDUCER TO 10" N/A 25' � NOTES: 4995 4995 1. RESTRAINTS SHALL BE PLACED ON z II 4990 4990 FIIT�INGS T ADDITIONAL LOCATION TH OF Z RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF o rn PIPE WHICH MUST BE RESTRAINED n TOGETHER. N II 3. LENGTH OF RESTRAINED PIPE MEASURED 4990 4990 EACH WAY FROM VALVES AND BENDS. 4985 4985 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. 5. MIN 5.0' GROUND COVER READ. 3 6. ASSUMES 200 PSI TESTING PRESSURE. 4985 0 v 4985 o FT w z 4980 0 - 0 FT 4980 o .- � v vQ X 00 0 0 a -rn U) -o � 0o TST, INC. + 0 o0 +_ .� (V -O 0 O a CONSULTING ENGINEERS O 0O p} N Sri a —N ,= r O N 748 Whalers Way N c + 2 O C� O p Suite 200 Fort Collins Qa Frao QO IV Colorado 80525 O N N a a ~ N Q d I H O O Phone: 970.226.0557 4980 4980 0 ¢ a' 9+50 10+00 11+00 11+50 4975 a c i � I U) � N � = 4975 JOB No. 1230.0009.00 11+50 11+00 10+00 9+50 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet ■2O of 224 VERT: 1"=4' N Z 0 I- a_ z � SEE SHEET 104 SEE SHEET 116 SEE SHEET 108 w o - - - o C m f c D I - - I WATER ESMT s I W _ LOT 3 - - - - I I WL-19 l LOT 43 N o N LOT 19 I 1 - - LOT 17 O I �000 I I o N LOT 2 I e STA. 19+15.19 STA. 12+045 �.� d- d " cr 8"x8" Tee 8 GTV Ioj - - Ce "� SS 2-8" GTV (SW)(SE)LOT 44 LOT 1STA. 17+96.69 STA. 10+06.00® LOT 20 8"x8" Cross Ln LOT 18 o . o - - - - - - - - - - - - - - - - I 38 LF 8" PVC - - -i STA. 14+31.75 - - - ` o �- - �� - - - - - - - - - - - STA. 14+49.52- I - - - I-8" 6" L . ,.. - - .�1 x Tee SWIVEL - �3 2+1019 � STA 18+03 70� • - T »8 x8 Cross • v l ( ) o -"' b8 GTV NET . 11 1. -� - 1-6 GTV SE - ; , 1 8 ) m ST . 16+33.85 - - - STA. 10+00.00 8 X8 TEE (SWIVEL) A - VC o$ � 8 GTV (SW) °" 9 LF $ P DRAWN E - OFFSET 0.00 - E E � E - � 1 6 GTV (SE) STA. 12+36.51 � � � BRB HYDRANT 1-8"X6" REDUCER 8 GTV (NE 21 LF 8 PVC TIM CHECKED 1-8" GTV -WL-19 w w N - - - - -- - - N - -,p - WL-19 10+00 74 LF 8 P 11+00 - 12+00 N TIMBERLINE RD- 14+00 15+00� - ` 16+00 17+00 �� 1s+oo 19+ 1s+15 DESIGNED BRB C C4 , I E E E E E E �� H- F- 1 FILENAME u, o �, o - AIR VALVE VENT PIPE L L o . STA. 19+06.24 STA. 14+31.75- - - - - " 0 0 KEY MAP 0009 WATER P&P - - _ OFFSET 8.00 - w x !` 2 AIR VALVE • a •- Tee (SWIVEL)' .. . - - - STA. 11+71.67 - - - -�I - I-- - - - - - - -HYDRANT ; . -�-�- STA. 17+75.67 1-6" GTV O cn a 7� f . 8 NTS OFFSET 17.96' o I I- - - - - - - -r- - - - - - - - - - `- - - - - - - - - _ - T - - - - I 00 L/c L8 HYDRANT o •� LOT 30 z j LOT 24 LOT 23 n,- - LOT 7 - - cn� NOTES n_ a.- LOT 1 (nr v, �. / W S h 1 STA. 19+06.24 N v.•� '� S - _ _ OFFSET 18.00' 1 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL N l `� HYDRANT �I 1 NOTES. LOT 32 LOT 31 o I i - - - - Icn LOT 22 LOT 8 " 4��p� �o:��✓ I I 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 p� •.•' J1 (7 LOT 29 II LOT 25 - u- DUAL METER PIT SERVICES, OTHERWISE THEY ARE S/ONAL I I 1 _ e. - TYPICAL SINGLE " METER PIT SERVICES. SEE SHEET 104 SEE SHEET 114 SEE SHEET 109 WATERMAIN JOINT RESTRAINTS I PLUG VALVE �L� CO REDUCER TEE Z J O _ 0) LL Ix BENDS 0 0 0. LENGTH OF RESTRAINED PIPE Uj od D ♦♦^^ 5010 5010 PIPE SIZE 8" 12" co FITTING L L Q ARV N/A N/A J PROPOSED 90• HORIZ. BEND 18' 25' GRADE 0) 45• HORIZ. BEND 8' 11' � o 5005 0 0 5005 22 1/2• HORIZ. BEND 4' 5 Z 00 u 11 1/4' HORIZ. BEND 2' 3' O F- o ? REDUCER TO 4" 43' 74' Q o is N REDUCER TO 6" 25' 62' o � 00 REDUCER TO 8" N/A 45' 5000 � o, ° z $" C900 DR 18 PVC EXISTING 5000 REDUCER TO 10" N/A 25' -V) �- - - - - � �- z - - - � GRADE - - -- -- - iI o --. - - - ! _ _ -> Ld - - z N z Go 1. RESTRAINTS SHALL BE PLACED ON o JOINTS AT THE LOCATION OF ALL 0) o ° FITTINGS. ADDITIONAL LENGTH OF v i z > RESTRAINTS IS INDICATED IN TABLE. 4995 z II z 4995 o Z > 2. LENGTH REFERS TO THE AMOUNT OF 0 a - PIPE WHICH MUST BE RESTRAINED z TOGETHER. ou 3. LENGTH OF RESTRAINED PIPE MEASURED Z z EACH WAY FROM VALVES AND BENDS. 8" C900 DR 18 PVC a � tO 4. SINCE VALVES ARE CLOSE-ABLE, THEY 4990 0 �, 4990 ARE CONSIDERED APLUG/DEAD END �- - APPLICATION. o ° _ 5. MIN 5.0' GROUND COVER READ. z _ o Z 6. ASSUMES 200 PSI TESTING PRESSURE. (n - m �' cn (n 00 0 4985 w - aci C c c 0 c c 0) o c c a� c c c c c c 0 c c - 0 to 4985 N N 0 0 0 Q � L- 0 m N N 0 m- N N- L- 0 N y N•• TST INC. � 0 m m m m I-� m� m N U m m� � � m m m m m� Im U m m� _ Ham-. � O Z O rn O w 3 0 ii O rn .- w m w d- N •- m M 3 ao rn 00 O w � w rn w CONSULTING ENGINEERS 0¢ p ON INN Noo corn � � >; mO N NO ' - � � � a ^ d mO ' Z _ N and cDM cD .- � co cp c0r7 (n cDoo -cp � � (0 00 � N Z NNE .- rna (n c� rn rn rn 00`. inv No r, 00 . � cow.. Coco .. rn ri °' o �`. • o 000 • o - �`-' - Y w N d U m Di X O d tV d� O x co x N ai 4 Lj J 0j -co x 4 r'j . cfl o ••N o x 748 Whalers Wa c) O O O �- 0) � L62 OLn Oro - .- r7 & -0) r7 K) 00 MOt No N00 'tDo �t0 ¢ OON O) O -C) O 00 ON - Or7A �- M Suite 200 Fort Collins � p�j � � p�j � OAR -� � � � � � � 00 � 00 N � 00 00 Sao O � U' poo rnm � � A p00 OOp >> pao po0 pao 000 > p00 ' � O � U' +2 ao a0 m aD + + + + + rn + + + + a0 + + + F- -+ + + + I- + H Colorado 80525 0 tD C'�� � 0 N 0 N N rn N C9 N _ m n O (� _I� _I� 00 00 U rn C9 N Phone: 970.226.0557 X � � N � I Bch - N_ � � mod- � L0 N s- ln � � rd � � � � � L � � � � N � � SIC) r � 4980 H� Oj 00 N0Ld F- o � � o � a_ a_¢ w0co ¢ wwao ¢ w � ¢ n- � ¢ a- W ¢ a- W00 moo `° I¢- oX I¢- o �, F- 0 � o r- ¢ f- o I � o �J moo I- ow � o I I- oo I W � o = I - Nod I Nod moo � o � No � I (n � = � w w�.1 I- oW ¢ o- � ¢ ¢ ww� � -¢ w � ¢ w � _ ¢ ww�. ¢ ww� oo ¢ w � cc � oo � JOB NO. fn17 (nf- � - (nF- = fnH tnF > NH > ( -1 (nH � U) U) 1-- N0 U) H2 fn0 > (nl- > � (nH2 � (n � 2N 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 121 of 224 VERT: 1"=4' N WL-20 SEE SHEET 125 SEE SHEET 109 wL-21 D LUI I / / S S or 2" AIR VALVE ip� — — — — — — STA. 10+00.00 v/ 29 LF 8" PVC T 1 + 1.5 D D O a_ a D 00 °1 I � A °> D• • - - 8 x8 Tee l .i % LOT 1 m w I z0 � _ De Go 2-8" GTV (NE)(SE) AIR VALVE VENT PIPE v, w N STA. 10+04.15 - o D a 0 TA. 10+02.60 STA. 13+17.10 > 1 I 8" 11.25' Bend 8 45' Bend °D ° 9 LF 8" PVC w _ I L. S —S ^ 58 ` STA. 13+27.36 Z D JI LOT 9 U)� I _ A o LF g F WL-21 8 45' Bend I I. 1 30' ELCO W )T 9 VC 11+00 _�_ — 12+00 228 LF 8 PVC 13+00 ° J , —� — I WATER ESMT I 11ul0UNTAIN OW WY — / o00 / — m° o l / /� `�l �l; STA.010+30.84 - Q w L LOT 11 LOT 12 10 " " — — N 25 LF 8" PVC i ° �3 I 8 x6 Tee (SWIVEL) b N N I (n �/ PROP. HYDRANT 1 6" GTV SE ,E, Iw j LOT 10 cn� ° ° STA.„10+00.00 / STA. 10+30.84 ( ) LOT 6 m 1 8 x8 Tee I° —8" GTV (NW) / — H I P STA. 10+26.41 _ I o a I DRAWN 34 LF 8 PVC w 8"x6" Tee TA. 10+04.00 / LOT 8 LOT 7 w o BRB 1-6" GTV (SW / 1 LOT 5 1 + 1 CHECKED IT / DAP 126 LF 8" PVC 0 30• E�= 0 fTl — I I / /w14'�►C < .S< D I DESIGNED 11 89 11+00 10+00 H� �y� ESMT < S w > 1 BRB STA. 11+89.00 < m FILENAME OFFSET 0.00' 1 E — Cl)� I LOT 4 I = a I 1 KEY MAP 0009_WATER P&P HYDRANT ,,, — — T — -b- / A L00 N.T.S. 1-8"X6" REDUCER 1` 11 2i l�l S —� — m w 11 0 NOTES DRE L/c�p�, STA. 11°+54.00 D LOT 28 cn ;`.� 1 / M S cn LOT 3 N 1 �� Q O O� v G H H -C ?, `° ° I. I �, r6 , -j 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL : PQ 8 x8 Tee I' I STA. 10+26.41 l NOTES. 2-8" GTV (NE)(NW) I — OFFSET —23.00' .3 I LOT 27 LOT 26 / ` LOT 17 „ Q��\40�G �'3 STA. 10+00.00 HYDRANT 1 1 of I + 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 DUAL METER PIT SERVICES, OTHERWISE THEY ARE LOT 18 LOT 2 ' \� • ° 1 S< LOT 19 I 1� m w ONAU I TYPICAL SINGLE METER PIT SERVICES. LOT 29 cn I t S �N_.W_s _ _ I T i■ II D I MEWI nT STA. 15+77.11 SEE SHEET 110 SEE SHEET 123 SEE SHEET 107 WATERMAIN JOINT RESTRAINTS I PLUG VALVE 5015 5015 REDUCER TEE Z Uj 21 0 5015 5015 LL 0 PROPOSED 5010 1 5010 BENDS Q GRADE LENGTH OF RESTRAINED PIPE 5010 5010 PROPOSED GRADE PIPE SIZE 8" 12" co co z } FITTING L L Q ARV N/A N/A J m 5005 ^ 5005 90" HORIZ. BEND 18' 25' 5005 O CL 5005 45" HORIZ. BEND 8' 11' v o o 22 1/2" HORIZ. BEND 4' 5 Z w 18 PVC o 0- - - - - - - - - - - - - - 11 1/4' HORIZ. BEND 2' 3' O g" C900 DR _ w - - - - - - EXISTING REDUCER TO 4" 43' 74' Q EXISTING - 5000 - GRADE 5000 REDUCER TO 6" 25' 62' GRADE - — 5000 c, 5000 REDUCER TO 8" N/A 45' a_ LO _ _ _ _ _ _ _ - - S" C900 DR 18 PVC M REDUCER TO 10" N/A 25' 00 a- o 0 F- � F- a- w NOTES: >- o Z II 4995 W 4995 a �; z z } o �� /j 1. RESTRAINTS SHALL BE PLACED ON o' Z > JOINTS AT THE LOCATION OF ALL 4995 Q `� � 0) 4995 z '� W FITTINGS. ADDITIONAL LENGTH OF N �� Q � RESTRAINTS IS INDICATED IN TABLE. N > U) II 2. LENGTH REFERS TO THE AMOUNT OF 00 'Z PIPE WHICH MUST BE RESTRAINED TOGETHER. 4990 14990 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4990 4990 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED A PLUG/DEAD END > APPLICATION. 3 w v m .o 5. MIN 5.0' GROUND COVER READ. 4985 — 12^ ^ N m m m-00 m m m 4985 6. ASSUMES 200 PSI TESTING PRESSURE. 4985 0 z m 4985 0 °- o0 °° o co ` . `° o °' `� N rn - to � in M I` LO I— Nu 0 m O X O X Oho U � It nC1 O � It 00 . d' I'. Z H ^ � ^ F--^ OOa 17Oa a 0o —* a o0m 0) - O � —O � � � a NIA � oQ O w � � � 3 0 3 + 000 � + oao � + > + 000 + °. 00 + 0) 00 + m00- + a) 0O + m00 + m00 TST, INQ a� C NN " cow O �COv po f9 po C9 O O � .— a) � a) Ma) _Ma) Ma) Ma) 0� 1 X N d- �x oo Ax nj u7 IV Q 'n N d �— d N N CONSULTING ENGINEERS 748 Whalers Wa 000 + 000 .} oCO � - Qa- � o Q � � O Q Q � � Q � � Q � � Qa_ �W Qw � Qa � Qao: Y 'I' O O Oo HOO I f— OO 1 gR F o0 HO H' O fit 9O > NOW HOO HOO Suite 200 Fort Collins � IV � '- E N O O U-)N 4980 to N cn l- = to I— � to � � � = N N � _ � N I- = cn � 2 4980 Colorado 80525 Q 0- H O E 0I ~ O to Q.d Fr 00 Phone: 970.226.0557 4980 to Ia. cn o o I N o N � m: ! 9+50 10+00 11+00 12+00 13+00 14+00 15+00 4980 JOB NO. 1230.0009.00 12 50 12 00 11+00 10+00 9+50 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 122 of 224 VERT: 1"=4' N WL-21 Z 0 z � 0 (n w > 0 W SEE SHEET 122 o Ljj I I I o I I I STA. 15+77.11 F —F-----T— m 8" 45' Bend DRAWN - - - - — - - - - — BRB E E E _ E E E E E o f F E Ev 9 CHECKED LONGWOOD DR N STA. 19+92.35. DAP SS-2A 8" 22.5' Bend DESIGNED % 27 LF 8" PVC 'sX WL-21 STA. 21+13.41 BRB 17+00 348 LF 8" PVC 18+00 19+00 2pXpp P 8" 22.5' Bend FILENAME E• E E t t KEY MAP 0009_WATER P&P IRR-16 N.T.S. 0 w STA. 19+53.45 \\8� �°� PROP. HYDRANT �P��•��c ��� ,c NOTES S': " " Tee 2jX STA. 21+91.16 STA. 16+04.69 2-8" GTV B NW SW � \ pp \ 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL PQQ �G 8 45' Bend STA. 10+43.00 o \ NOTES. . � w I � / QF, �G� �o•:��v 59 LF 8" PVC �► 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" 38 LF 8" PVC �G ••••••'• G� \ �\\, DUAL METER PIT SERVICES, OTHERWISE THEY ARE TONAL E� e TYPICAL SINGLE " METER PIT SERVICES. TA. 21+73.23' ' 11.25' Bend — 26 LF 8" PVC I I rm 17 LF 8" PVC �`'x ---- STA. 22+18.44 I I STA. 21+91.16 � � 12"x8" Cross " " 2-8" GTV (E)(W) 8 x6 1e�(GN L) �� � �� 1-12" GTV (N) / WATERMAIN JOINT RESTRAINTS PLUG VALVE If � STA 22+95.37 i OFFSET 0.00' HYDRANT -8"X6" REDUCER REDUCER TEE Z W IL 5015 5015 — _ > BENDS MQ Q LENGTH OF RESTRAINED PIPE W D 5010 \ — 5010 PIPE SIZE 8" 12" CO Z FITTING L L Q 0 - ARV N/A N/A J f � w II f - - 90° HORIZ. BEND 18' 25' Q PROPOSED w z 45° HORIZ. BEND 8' 11' cr 5005 GRADE -c�nr 5005 22 1/2° HORIZ. BEND 4' S Z EXISTING LU 11 1 4' HORIZ. BEND 2' 3' GRADE - / O — — — — — r�i• REDUCER TO 4" 43' 74' Q I REDUCER TO 6" 25' 62' > REDUCER TO 8" N/A 45' 5000 8" C900 DR 18 PVC 0 w a - 5000 REDUCER TO 10" N/A 25' � � a0 3: `n -- Z > N ; - NOTES: Z z 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF 4995 4995 RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. _ 3. LENGTH OF RESTRAINED PIPE MEASURED } EACH WAY FROM VALVES AND BENDS. (if C6 4. SINCE VALVES ARE CLOSE-ABLE, THEY 4990 Q � - 4990 ARE CONSIDERED A PLUG/DEAD END 0 II APPLICATION. CO 0 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. -v C 3 c c 3 m 4985 °° m m U) � __ 3 m- m 4985 TST, INC. Z CONSULTING ENGINEERS v N '* d- 00 W o 748 Whalers Way � n - t00 � � o� a Z I�jr7N Nu7C tn � a Z a =Z_ � � � � Q —CV Kj `- �- I� cX v X N �- I- I- a - 0r- a U') Na ONa _ > > _ Nd _ N (p C) Q + rn00 + rn00 + 0a0 + 000 + o00 + O00 -+ o � I- ~ + Oo0 + 0a += ulColorado 80525te 200 Fort ins � rn CO 0') 0) 0 C9 0) 0 � 0 � p O NO OC9 NO NQ00 N Phone: 970.226.0557 mod- IV � � N _ _ Qa- �_ Qa- Qa Of Qa a l- 00 I- 00 I- 00 1 H00 Q0' � Q � � tfl H - W N a N N ^j N nj a Q d ao � N u7 JOB No. 1230.0009.00 4980 cn � = cn � = cn � = N tn � = N � = N � = ! � 00 I I v) f- > (n N � N � = N 4980 SCALE 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 DATE SEPTEMBER 2024 40 0 40 80 SHEET ET scale HORIZ: 1"=40' feet ■23 of 224 VERT: 1"=4' N WL—24 Z 0 (n a_ z it O 0 U) w w -2 Q 0 SEE SHEET 113 WL-22 SEE SHEET 103 _ SEE SHEET 123 7- 7, %" DRAWN I � BRB I I •��I CHECKED w ° I PROP. HYDRANT STA. 10+40.00 I I DAP I = I - STA. 10+00.00 " DESIGNED BRB STA. 10+50.00 I 0 STA. 10+00.00 1-8"X6" REDUCER 8 x8 Tee O _ � 2-8 GTV (NW)(SW) FILENAME OFFSET 0 00' I 0 12"x8" Tee e STA. 12+04.13 KEY MAP 0009_WATER P&P HYDRANT I III I 1 8 GTV (NW) WL-23 1-8"x6" REDUCER I -2I2 STA. 17+23.97 — — 0 10+001 �� N.T.S. L I �. STA. 10+00.00 10+00 OFFSET 0.00' I IN STA. 10+43.00 NOTES • Poo•�i� % p 0 O 35 LF 8" PVC HYDRANT ! 8 x8" Tee vim• `�P� 49 LF 8" PVC 1-8"x6" REDUCER WL-24 � 2-8" GTV (SW)(NW) 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL G — 10T NOTES. p\� GOB ' I o I 32 LF 8 PVC • 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 O� •....••'•G� l DUAL METER PIT SERVICES, OTHERWISE THEY ARE NAL E� w — TYPICAL SINGLE " METER PIT SERVICES. I = 0 o LL L SEE SHEET 103 SEE SHEET 113 SEE SHEET 123 WATERMAIN JOINT RESTRAINTS PLUG VALVE y C0 REDUCER TEE Z W O J CO LL O BENDS o o 0. LENGTH OF RESTRAINED PIPE m Uj od 5005 5005 5015 5015 D 0) 5005 5005 -- - PIPE SIZE 8" 12" CO z _ PROPOSED FITTING L L Q —GRADE ARV N/A N/A J EXISTING > a. GRADE 90° HORIZ. BEND 18' 25' EXISTING 5010 GRADE 5010 45° HORIZ. BEND 8' 11' 5000 5000 5000 5000 _ 2 2 1/2° H 0 R I Z. BEND 4' S' Z PROPOSED - LU GRADE 11 1/4° HORIZ. BEND 2' 3' O REDUCER TO 4" 43' 74' Q PROPOSED 8" PVC —GRADE REDUCER TO 6" 25' 62' REDUCER TO 8" N/A 45' 4995 4995 5005 5005 REDUCER TO 10" N/A 25' 4995 8" PVC 4995 8" PVC EXISTING— GRADE NOTE& 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF 4990 4990 5000 5000 RESTRAINTS IS INDICATED IN TABLE. 4990 LO 4990 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED < Co TOGETHER. ZIt < II r �2_ 3. LENGTH OF RESTRAINED PIPE MEASURED � Q �_ EACH WAY FROM VALVES AND BENDS. Z ~ °' 4995 4995 4985 N 4985 4. SINCE VALVES ARE CLOSE-ABLE, THEY 4985 4985 ARE CONSIDERED A PLUG/DEAD END 'z- APPLICATION. - 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. 3 4990 z 4990 4980 4980 4980 z O 3 4980 o a o N TST, INC. Z O 3 O O ­4- a v O `• CONSULTING ENGINEERS 00 < O p-) pp z p O � � O CV x 748 Whalers Way • O O ax >� r O � ♦ 2 + O a 000 Suite 200 Fort Collins +2 + CV F— O= O O Colorado 80525 O O rn C9 d ' � N a a0 pp Phone: 970.226.0557 a Na Q Hwp0a1 4985 cna c I > N JOB N0. o o °° 4975 cn a cn F- = cv 4975 - 49 5 1230.0009.00 4975 (n d- V) l­__ _ 4975 9+50 10+00 11+00 11+50 SCALE 11+50 11+00 10 00 9+50 11+50 11+00 10+00 9+50 H: 1"—40' V: 1"—4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 124 of 224 VERT: 1"=4' N WL—25 Z 0 z � O 0 U) w w w Q 0 SEE SHEET 103 wL-27 m I I I DRAWN STA. 11+54.00 I° _ BRB 8"x8" Tee I 0 2-8" GTV (NE)(NW) 14'a I I CHECKED DAP STA. 11+54.00 STA. 12+47.36 OFFSET 0.00' I DESIGNED — — — — — — — — I D —� I BRB — — HYDRANT I p 1-8"x6" REDUCER I STA. 11+76.51 " FILENAME B B �� I 12 x8 Tee 48 LFI 8 PVC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1_8" GTV N KEY MAP 0009_WATER P&P WL-25 1— `'� j STA. 10+00 00 I g STA. 10+48.61 N.T.S. 10+00 11+00 247 LF 8" PVC 12+0o I I I OFFSET 0.00' �Pp0 L/I I I I HYDRANT NOTES p � ' WL-27 I 1-8"x6" REDUCER E E r r W - - - - - - I:° 10+00 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 8 HI �' I 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 O� •....••'•G� N ` J I I I DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ONAL E� TYPICAL SINGLE " METER PIT SERVICES. LOT 8 LOT 10 LOT 9 S W� �_ . I F11 SEE SHEET 122 _ IRR SEE SHEET 103 WATERMAIN JOINT RESTRAINTS PLUG VALVE y C0 REDUCER TEE Z LLI O C0 LL O BENDS 0 Q LENGTH OF RESTRAINED PIPE Uj Old PIPE SIZE 8" 12" FITTING 5015 5015 5005 5005 ARV N/A N/A > J 90' HORIZ. BEND 18' 25' 45° HORIZ. BEND 8' 11' F PROPOSED 22 1/2° HORIZ. BEND 4' 5' Z W PROPOSED GRADE 11 1/4° HORIZ. BEND 2' 3' O 5010 GRADE 5010 5000 5000 REDUCER TO 4" 43' 74' Q REDUCER TO 6" 25' 62' REDUCER TO 8" N/A 45' EXISTING REDUCER TO 10" N/A 25' GRADE 5005 5005 4995 8" PVC — — — 4995 NOTE& 8" C900 DR 18 PVC _ - - - - - 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF f RESTRAINTS IS INDICATED IN TABLE. EXISTING 2. LENGTH REFERS TO THE AMOUNT OF GRADE PIPE WHICH MUST BE RESTRAINED 5000 — 5000 4990 4990 TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. 4995 0 z 4995 4985 4985 5. MIN 5.0' GROUND COVER READ. O IT w z O z 6. ASSUMES 200 PSI TESTING PRESSURE. OAR z 0 - 00z OCV OxO � DORx� 00 Or7a O4 N > + O+ O � C9 N � 00 � (9 O - � �i � � N � TST� INC. O O CONSULTING ENGINEERS H O O oI H O O �j 748 Whalers Way 4990 to I- = c14 — N �L — 4990 4980 N I— 2 ' N - — 4980 Suite 200 Fort Collins Colorado 80525 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE SEPTEMBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 125 of 224 VERT: 1"=4' N Z 0 1= z O V) (n Ld I � I / <<p I EX. 100' Li ROW I o 8 48 LF 4" PVC I I I STA. 11+11.38 I STA."10+80.78 IRR-01 DRAWN ; 4" 11.25• Bend I 6 x4 Tee I BRB • 1-4 GTV W CHECKED DAP 1-6" GTV (S) _ - - - - - - STA. 12+82.90 I DESIGNED BRB IRR-01, I FILENAME 6" Plug ��+oo ' '` 12+oo 12+83 0009_IRRIGATION STA. 10+00.00 N +� 3 WL-01 o o pp0 L/c GOODHEART DR NOw I I ps�'O.RE •. JP�' I QUO G�O� STA. 15+38.50 t / 4"x4" Tee Q o / Fv���i i 2-4" GTV (N)(W) - - - - - - - - - - z •....• G STA. 10+62.65 N KEY MAP- N .NOTES T. S. 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL co OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W 5005 5005 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. a W PROPOSED 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D GRADE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. c 5000 15000 a J EXISTING- GRADE °�' °' o rn � rn w 0) I- Ld � � U) a a a II — Q II II 4995 � 'z_ 4" PVC- - - - - _ _� z '� Z 4995 0 Z 0 Z 4990 100, 4990 O Z 4985 > 0 4985 Ofr-, � 0) z Of v va, II c m c c-000 c c m c c c c c c c c m °' m m m m m m 4980 r °° 0) °° 0 OD-rn 0° N— m- m ao 0° m m m m m-o ~ 4980 O —O O 00 N —(D O) r i rn tp � � N —. r7 b_r- � 00 � � � p r7 b-� � b—Q V) b �� � >" —1� 0 � vi -� 4-6 � 4 M NN x 7 �—(V � �—� Md- � ao � � O � � � O � 6O � OOP—NO X • —N � N-N —ON � � � to L6 t O ¢ —p) � —O C_1 � N � , 4 L0 .4 I0 O r- O 00 d- 00 � a + + � t + Mt + rn � -+ � + rn d- C', rn (0 rn >; rn >; + a' + � >; + Oe + tee + ao � + rn � —+ rn ca p� prn p-rn —0rn -O prn �. rn —�-rn —ern Nm N6' -CVO NM Nrn —NC' mod- rd � � _� � � � IVC`• � IV—�-� —r � � � d � � � � � �i � 4 � � tV H H H_ 1=- 4975 taco v~i ­ > t~n0 � v~i0 �-N0 � N0 =-y~i0 =-v~i0 �-v~iC > iC0­L� � �-v~io- � V) l__ ~nl� � (nnI-- (/)io� -v~i , 4975 9+00 10+00 11+00 12+00 13+00 14+00 14+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 126 of 224 VERT: 1"=5' N Z O z it O (n w LOT 16 N / LU LOT 17 30' EL 14 LF 4" PVC / WATER E T Y 2 o STA. 15+23.50 / R_ LOT 18 v)7-V) 4" 45• Bend w LOT 19 1 22 LF 4 PVC LOT 20 NI o ' '� " STA. 15+UT95 / � IRR-02 STA. 15+25.50qf. �' 43 LF 4 PVC 4" 22.5' Bend 6"x4" Tee- DRAWN LF 4" PVC. o� s / �, 1-4" GTV (NE) " �o DRAWN BRB " ( ) 42 LF 4 PVC 372 LF 4 PVC IRR-021-6 GTV SW 9 1 A CHECKED LA STA. 10+00.00 o 00 IRR-02 i1+00 3 12+00 13+00 14+00 3 i5+0o s 38 STA. 10+62.65 DAP ST-o4 �' tO MOUNTAIN WILLOW WY tO 4"x4" Tee SS-01 1-4" GTV (N)(W) DESIGNED -� / STA. 15+38.50 BRB W Q FILENAME Q LOT 1 N 0009-IRRIGATION ZO LOT 2LU LOT 3 Q ,RE LOT 4 V) 'I S�ONAL�� KEY MAP NOTES N . T. S. 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS 5005 5005 OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & p�j U a PROPOSED PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE 0 N a)-� GRADE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO 5000 0 � N 5000 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z II Z-� II PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a EXISTING � Z � z ARE' O J GRADE 4" PVC 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 0 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL U? - - OTHER EXISTING UTILITIES. 4995 - - - - - - - - - - - - - - - - - - - - - 4995 W 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME Uj STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. a 4990 4990 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT W CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co W a a = J NN N > a. 4985 4985 a Z � F_ F_ 00 0 -° -° a. 0 c c c c c m a�i O 1 N N N N N m 4980 ~ 00 m_ m m m_ m CO � -N O N 00 ,0 m O O 4980 Z O � M0 400 NI b 00co ;n p� �t L=00 O N LO � 6 N X Odax -* OMOo N —Nr` 0L0a NLna MLoa O N ~ = CL � m � x � � oo � o — o � o 0 o oo 4975v � Nam = Nam = N - =4975 n 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 127 of 224 VERT: 1"=5 N Z 0 z it O (D U IRRIGATION > w :. II _ wIRRIGATION SERVICE (TYP.) SERVICE (TYP.) LOT 1 I I I I r ILL! I I I I IRR IRR- o'. : w : .. a. E E E 00 s STA. 10+00. 6"x4" Tee w 1-4" GTV (NE) ^ L`' 1-6" GTV (SW) .: �•� ` s . - IRR-03 LU LU o _ MONTAVA AVE o yy N 1-6 X4 REDUCER (NE) 0 0 - . t a' • q STA. 15+25.50 MONTAVA AVE - h' 2 LF 6 PVC o L STA. 21+0 9.50 E / DR AWN x4 Tee10+0o — 243 LF 6" PVC: N IRR03 BRB 11+00 12+00 4 13+00 1 14+00 ;15+00 16+00 17+00 18+0o a 19+00 20+00 21+00 2-4" GTV SE (NW) m I I I I I w L`' I I I I I I I I I• STA. 10+75.44 CHECKED STA. 10+08.25 STA. 10+00.00 IRRIGATION SERVICE (TV.) I {: o I� LOT 3 w / DAP 8"x6" Tee 6"x4" Tee 1 41LOT 19 LOT 17 OT 15 LOT 13 i z` I / I 2-8" GTV (SE)(NW) 1-4- GTV (NW) LOT 1 LOT 9 OT LOT 5 OT LOT 1 0 / DESIGNED (n LOT 2 / BRB / I 1-8 PLUG (SE) 1-6 GTV (SW) LOT 12 LOT 1 LOT 8 OT E LOT 4 OT LL �I LOT 20 LOT 18 LOT 16 LOT 14 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 I' / / FILENAME Tr STA. 10+00.00 STA. 12+44.13 g 5' UTILITY 5' UTILITY RO �• I — w // 0009_IRRIGATION W ;'a. Eau ESMT. (TYP) ESMT. (TYP) 30' ELCO v; LOT 1 I "'�" h WATER ESMT / ; _ S S S S- S S S S S S- S S S S - S S S -S - S S- S S - S S - - S S- S - ' p,DO L/c - - - - - .. • c`r _ oJ%L O.M i � G rn :t � '�7 ALLEY A —V ,`� r� / I a ��•�,'a�A ''r:� � . te�,�r.,�� ,s :r.. �'4#— / A�\'` G � •'(•C-/ III 1a t �53_ i 4 . t I 7a1'43e S ,_rc'4, T / / ` FQ� �•• `V �0� S�ONAL E�G� KEY MAP NOTES N . T. S. 1. ANY UTILITIES NEAR CONSTRUCT10N ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES 5010 5010 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL co OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W M=> 0 EXISTING STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT Q 0 —o GRADE COLLINS WATERLINES. Q 5005 PROPOSED 5005 cn d= II GRADE 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT W >— CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co N -� Z � z _ — — Q W _ A A - - _ Q = J 5000 - 4" PV - - 5000 C 6" PVC 6" 4995 CID 4995 O 1 wLo O II z roz 4990 4990 v v m m a0i t d• 0 m - . � mm mm mm �m m 4985 0 O � 0 C co ��dmxai- In 4985 � aO � O' - 0 b- ONO r t CON co ," am-Lq M- 11) , LOL64-6 - M14- It C �-O � x d Co X � � � CO N 0) cD CID .'t N o 0 l* ' 0r-0 Sr A O 'Id N N -+� rno� � _O � � o � o � Orn O �=o � � 7= ct N Ha Qa- � Q � �—Q � FE 4980 tn0 = v~i � = � o � � � �-Now =-� 0 � o � Boa= � o � � o �-� o � IQ- oo cn � W to � � cn I- � 11) F__ � � cn � w-cn 12 ! U) 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 128 of 224 VERT: 1"=5 N Z 0 z it o ..,0tLLJ , .. .. A . ..e - : •-A,L LEY D • ° r Ld s I.h ti W r O 1*77 IT 3 _- J � � _ w LOT 4 S S S S S S S S S S S S S S S S S S S S S S S SV1 S S `i _ • 7 z 5' UTILITY I LOT 3 BLOCK LOT 64 LOT 66 ESMT. (TYP) LOT 76i I `T' IRR-04 OT 38 OT 4 LOT 42 T 4 LOT 46 OT 4 Z LOT 60 OT 62 LOT 74 _ OT 3 LOT 41 OT 4 LOT 45 OT 4 OT 4 LOT 61 LOT 63 OT 65 LOT 67 LOT 68 LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 75 30, 0 WATER ESMi LOT 2 Q 0 &STA. 10+98.94 IRRIGATION s IRRIGATION 25 LF 4" PVC - STA. 19+57.22 9 LF 4" PVC " 45• Bend SERVICE (TYP.) R W 25 LF 4" PVC SERVICE (TYP.) s N LOT , " " 7]STA. 10+88.90 I I I I '� " I I I I I I ' " ` I I I I R I 1 " 4 x4 Tee m IRR-04 252 LF 4 PVC 490 LF 4 PVC IRR—o4. `. 68 LF 4 PVC 4" G 4" 45• Bend - (NW)(SE)2 TV +00 13+00 ' 14+00 15+00 16+00 17+00 s 18+00 19+00 19 57 $TA. 11+04.25 DRAwN E EBRB µ 7 •l CHECKED Ld DAP r }sE3s, a w L"' 4s DESIGNED X MONTAVA AVE 00 4c �;. �N MONTAVA AVE x BRB LLI ST-04 0009_IRRIGATION h • w E ;: 4 o IRR-03 ..Y —--- o /C D STA. 10+00.00 LOT 3 w / o�;•••FtE•• �p�. 6"x4" Tee OT 15 LOT I // v.• PQQ�O�G�O 1-4" T 3 GTV (NW) LOT 19 LOT 17 1 I 1-6" GTV (SW) OT 1 LOT 9 �OT LOT 5 OT LOT 1 o I Cn LOT 2 STA. 12+44.13 OT 12 OT 1 LOT 8 OT LOT 4 OT LOT 20 LOT 18 LOT 16 LOT 14 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 I w / / ,` •�.•��/ KEY MAP AI- NOTES N . T. S. 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS 5010 5010 OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO o � 5005 N P RADE ROPOSED 5005 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z G II PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z WIRE. J Z - O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES a. EXISTING — — — — — VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL 5000 GRADE — 5000 OTHER EXISTING UTILITIES. - - - - - - - - - - 4" PVC — — — — — — — — 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME 0 0 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT 4" PVC _ _ — — — — COLLINS WATERLINES. Q � U � 4995 — �? — — — — — �>- 0 4995 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT w w � CITY OF FORT COLLINS CONSTRUCTION SPECIFICAT10NS. (L � 4990 Q 4990 Q Q Z O � Z v v v .° Oa. m c m m m a1) m a0i 0 m m m 4985 O ~ 0 -0 m_0 °° 0 -� ao—u� 0°- m a� � — _ _ 00 N m—N m—tO m—O m—N ~ 4985 O N b_� r �—Lq N • _M O O _� co U .- in—N �A- N • — • —� � —N � Z �_� O -Nr, nN —Nr7 —tern _ O O co �X —cG —cc � _O 00 O —00 � —� � —M —�. to '� _I� —00 0o —00 N —� ao AX t0 0� � —� Nr —MN � _� (D 000OR —1AOc lncfl —mod —�.O tDO _tDoo a0O + rn p+ rn mot'-+ °' —+ 0 '*_+ rn � + 0) d�—+ rn d- a, a —_+ � 6, � rn � oa _ rnA —_+ rn � oR —_+ rn O -O � —O � -OO C) —O � 1) C� —'tea' —ern d--M � d 000 —000) � 00 � —000 d' O) � � -� � —� d' _6 � d" IV—� � N - d- .� �. -�. r � Rd- a- u7 . IV Z a a -Q o:—Q o_ o:_a o_ a s —a a o_ o:-� w=a o'-a a 0—X o_ � o o o 0 4980 c~n � = v~i � �'-N � �'=� � �-c~n � � v~i � ==N � _ � � �-cn � >-No � o E- o t- o cn � �'-cn � _ 4980 �'-tn 0 �' to -tn �'-cn I- 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 129 of 224 VERT: 1"=5 N Z 0 z it O (n w w WL—05 w Q 0 "U I'�y S S a S LOT 10 25 LF 4" PVC \ \ LOT 18 m 40 S �° LOT 9 �S K STA. 12+86.27 STA. Y13+12.10 \\ ` LOT 41 S / LOT 8 4" 45' Ben 4" 22.5' Bend SOT 17 DRAWN BRB .� S LOT 7 73 '9� \ LOT 42 V ` / CHECKED LOT 5 LOT 6 PVG 0 LOT 13 \\ ` \ DAP STA. 11+62.67 LF / LOT 14 \ 'e �\ DESIGNED 45' Bend �zk°°�Z TRACT N S �1ppQ BRB LOT 15 5 LOT 4 P A3 FILENAME Q j, LOT 3 � � .OG��o / 0009_IRRIGATION c, LOT 2 TA. 10+90.01 d` C� S LOT 16 � 4" 22.5' Bend Z , p,DO Un LOT 1 IRRIGATION ^N MOUNTAIN WIL OW WY °° ��� L SERVICE o° h�o3 ��� � ••••••• x vo�• pJP� pC� (TYP.) STA. 13+76.66 LOT 13 • �R 6"x4" Tee G P $ LOT 14 • TRACT U —4" GTV (SW) r �� o Q —6" GTV (NW) STA. 14+43.61 LOT 15 c, S�ONAL LOT 16 KEY MAP STA. 11+78.00 . 1 6"x4" Tee L. 1-4" GTV (NW) ;• O� LOT 17 5 NOTES N ' T. S. / 1-6" GTV NE STA. 10+00.00 v� ♦ 9'A °' 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE LOT 9 VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR • �/ �' PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 0 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. cr 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W 5010 5010 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT PROPOSED COLLINS WATERLINES. In Q GRADE W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c 5005 W 5005 Q J In Q = Q EXISTING 5000 GRADE — 4" PVC 5000 Z 0 Z 4995 4995 0 Z 0 m 0 0 m m LO 4990 ON E o • 4990N � N � NNE O N (0ON r M � �XO0X O (6 1NLO + 0002 o + 0+ m * + 0 + 0 (0 O) Cn O O O ¢ a � Q � F Qa. � Q - X Ma � < I- 00 HOO 1— OO H00 4985 Nam = op— = Ni— = U - = � = N0 = 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. Z 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 130 of 224 VERT: 1"=5 N Z 0 z it O (n w w G' • l LOT 28 OT 27 OT 26 LOT 25 ''< LOT 24 OT 2 LOT 22 LOT 21 LOT 20 LOT 19 OT 15 OT 1 OT 1 LOT 18 RR-06 w LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT .1`' OT 1 OT 1 Q LOOK 5' UTILITY LOT 16 S S S S S S S S — S — S S —S S — S R W S S S ESMT. (TYP) S S Sw - - LOT 17 ALLEY E - - - • > �� z. DRAWN STA. 12+44.42 , LOT 18 ' " — — — 5 UTILITY EY D BRB " 4 x4 Tee S S 7S S ESMT. (TYP) S S S� S S �► S S — _ CHECKED STA. 10+00.00 /:. �/ / 2-4 GTV (NE)(SE) LOT 21 S S S S S S DAP 8"x6" Tee ' 1-6"X4" REDUCER SW LOT 23 LOT 25 OT 2 " LOT 19 STA. 10+00.00 LOT 22 OT 2 LOT 26 LOT 28 LOT 33 LOT 3 STA. 17+52.01 DESIGNED 1-8" GTV (NW) / - / IRRIGAl10N LOT 29 OT 3 LOT 31 LOT 32 OT 3 LOT 36 4 45 Bend BRB 1-6 GTV (NE) / / / 29 LF 4" PVC FILENAME AM E SERVICE TYP. 4 LF 4" PVC LOT 38 LOT 0009_IRRIGATION STA. 13+65.25 IRR-06 � 1i""+oo� / 133 LF 6" PVC IF - - ( ) I I w •: 17 I I LOT 37 LOT 39 IRR-06 . fo 0o 86 LF 6" PVC / 12+00 13+00 -257 LF 4" PVC 14+00— 19 LF 4" PVC 218 LF 4 PVC 17+0o IRR-06 15+00 . 16+00 " of 25 LF 6" PVC LJ Y LJ I p0 L/ '' o I o rj STA. 17+47.76 I IRR-o8 WR I �P''••''c / ST-3A STA. 17+71.51 19 LF 4" PVC PQ / 40x4" Tee + — p0��' / o °`• I 2-4" GTV (NE)(SE) QF,� .aa a• ff STA. 10+00.00 I I O� •' IRR-07 O / o s I I I I I I _j I I I I S/DNAL A •` \� z KEY MAP Q LOT 35 LOT 37 OT 36 LOT 51 LOT 50 LOT 49 LOT a .n LOT 34 OT 3 LOT 32 LOT 31 OT 3 LOT 29 Q LOT 59 OT 58 OT 57 LOT 56 LOT 55 OT 54 OT 53 LOT 52 N . T. S. 5' UTILITY m z NOTES IRR-24 � � � � - - - - $ $ -; � TRACT AA -o - - - S S - $ - $ $_ESMT. (TYP) �' 0 S S .w N ^ TIES NEAR i'#• '� ;�,�� o VERIFIED UTILI ERIFEDLI ORIZONTALLYNANDUVER D CA TICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. m 0 ALLEY D 3 _ • --r _ to� -_ T — — — 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A S S S S S S S S S S ". c — —c�-c MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL co OTHER EXISTING UTILITIES. cr 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. �In � Q 5010 5010 W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a Q = J 0) 5005 PROPOSED NO) 5005 > a GRADE EXISTING o II Q Q GRADE z_ z O 5000 6" 5000 O 1 - - - —PVC_ — _ � Z � - — 4" PVC _ — — 4" PVC — — — - - 0 4995 4995 w o �n LLJ ' C 0- > C N C } C C 0- 0- m m a� m oo z a� a� a� m a� m °o m 4990 I- m m m m ~ m m=� o °° m H 4990 O LO —c0 N N ,� � -rn • 0 00 O N =t0 0 10 r, —M 4 M r7 iq—� in-Q -d' o0 cfl In —O u7 0 X cp. d'-D0: .00: x cal: -� 00 �_cn II-� _00 dam• Imo. N O -� o0 O.co _O N - a_ _N co oo a I� 0 0 �x 0 rn N O t0-O. c0 rn 0_F c0 N w.rn -if �- �_l j ^ CY) -� d _ d IV _� d �- �.d N `' N � 0 � QCL � QCL X .� � w—QCL � 0 � _ 4985 tnl- = POY=Nod, NO i- 0 � oW F0w How-� 0 � 00 w00-P00 tn � tnl- � U) X: tn � > Cl) F- -cn � � tn � = tnF- =-N �- = 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ- 1"=5' feet 131 of 224 VERT: 1"=5 N Z 0 z it o (n w w IRR-07 w Q 0 W _W _ 5 r a m r � ^ — — — — — — - - _ _ _ Nn -EY D+ $v DRAWN STA. 12+44.42 S S 7S S S S S S S S S m o► - - - BRB LOT 23 LOT 25 OT 2 S 4"x4" Tee LOT 21 S S S S S S S CHECKED DAP LOT 33 2-4" GTV (NE)(SE) LOT 22 OT 2 LOT 26 LOT 28 LOT 3 STA. 10+00.00 LOT 29 OT 3 LOT 31 LOT 32 < OT 34 LOT 36 DESIGNED BRB IIR8R LOT 38 IRR-06 I I w I I I I LOT 37 LOT 3� FILENAME • — - 0009_IRRIGATION If IRR-06 u u I II O 63 LF 4" PVC IRRIGATION w tr % IRR-os �p,D•••L/c SERVICE 28 LF 4" PVC o E Gp�• �pJP.�O� ST-3A (TYP.) Q ® 4LF4" PVC GPQS��G STA. 10+63.90 250 LF 4" PVC " " 25 LF 4 PVC <u 218 _ 8 F- o• - LF 4 4 45 Bend 11+00 - PVC 9 LF 4" PVC T I12+00�IRR-07 I al 13+00 14+00 15+0o STA. 15+74.41 I I I1 4" 45' Bend S/ONAL 35 KEY MAP STA. 10+73.94 LOT 37 O LOT 51 LOT 50 LOT 49 " LOT 34 OT 3 LOT 32 LOT 31 OT 3 LOT 29 LOT 59 OT 56 OT 57 LOT 56 LOT 55 OT 54 OT 5 LOT 52 4 45 Bend 5' UTILITY ° m STA. 15+70.22 N . T. S. 4 45 Bend NOTES - - - - _ - -S S S S _ S _ S S_ESMT. (TYP) �' S S S S S S . S yy S S oN - - DW 0 - - -- - - - - W ai W 0!',• 1. ANY UTILITIES NEAR CONSTRUCT10N ACTIVITY NEED TO BE ;0 m, : VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR ;o ALLEY D PRIOR TO CONSTRUCTION. S S S S S S - - -' - - S S S S J - - _ 3: S S S S S S S S S M S S M 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A 7 z MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OT 38 OT 4 LOT 42 T 4 LOT 46 OT 4 Q LOT 60 OT 62 LOT 64 BLACK OTHERWISE NOTED. OT 3 LOT 41 OT 4 LOT 45 OT 4 OT 4 `at Z LOT 6 p LOT 61 LOT 63 OT 6 LOT 67 LOT 68 LOT 69 LOT 70 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W 5010 5010 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT a 0 COLLINS WATERLINES. I a 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D W INSULATE WATER MAIN & CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co co BLUE-BOARD COVER TOP UN11L a W 5005 MINIMUM COVER IS AGAIN OBTAINED PROPOSED 5005 a = J GRADE a a rI 5000 5000 Z O 0 0 a. \ - 4" PVC �4" PVC - - - - _ - Z 0 4995 EXISTING 4995 Z GRADE 0 a' rn o rn 4990 V) 0 4990 r, o ao- 0 a0i m 0 m �aa n z c c 0 0 m m m - m m m m 4985 0 Ln -0 � M T oo N Lo U) r iO 4985 X M N n 4-N CV 't � * �- _� , � N � � ^I DEN � � -mod � � ^j-,- q- N �- 1- 00-~ 000000 00 � 0 0 ; o4980 � cn [-- � U) 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 132 of 224 VERT: 1"=5' N Z 0 z it o LLJ 1 w 5 U TI LI TY ESMT. (TYP) S _ � 1 1 LOT 11 1 IRR-08 p _ m STA. 13+58.08 �_ LOT 10 6"x4" Tee Q S S S S S S S M S \ r cn 1 4" GTV (SW) o LOT 33 1-6" GTV (NW) LOT 3 \ 1-6"X4" REDUCER (SE) LOT 431 OT 3 LOT 36 STA. 14+75.95 m LOT 38 LOT 40 LOT 42 \ LOT 9 LOT 37 LOT 39 LOT 41 1\ Y'v\1 \` 58• �3 DRAWN 00— i IRR-06 ,�� 10' (n BRB CHECKED 1 ' - DAP 10 00 IRR-08 OS 12+p0 pG DESIGNED STA. 10+00.00 150 LF 4" PVC-11+00— ERR_ 1 _ BRB 4"x4" Tee . 1 1 LOT 8 2-4" GTV (NE)(SE) _ `n \ FILENAME STA. 17+71.51' I 0009-IRRIGATION STA. 11+50.98 \ �, +1 IRRIGATION 8 4" 11.25' Bend \ \ \ N LOT 7 p0 L/c �Q`P•••••• �- I I SERVICE (TYP.) LOT 44\ � � � O �•• LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 55 OT 54 OT 5 LOT 52 WA LOT 6 S, S S S • Dw' S - - - - S - S S - - S S - -,� g �O��p. .•?G�� r�� - - two l I� LOT 5 S/ONAL�� m n ALLEY D d m I 010 _ _ _ _ _ mix KEY MAP — � � — .- .. — — — moo' . N LOT N . T. S. NOTES 1. ANY UTILITIES NEAR CONSTRUCT10N ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 5010 5010 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J PROPOSED 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O GRADE VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL 5005 5005 OTHER EXISTING UTILITIES. > W 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME 0 0 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT EXISTING — — _ COLLINS WATERLINES. a GRADE _ _ _ _ _ _ _ 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT W 5000 -4" PVC J - 5000 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. c � r a w a = J a a 4995 0. 4995 F_ WL0 II Z 0 Coa. z v0 0 0— 0 - 1 4990 0 0 0°-rn 0° } �?�n 0° °° ~ 4990 Z 0 � � Lnc�, �—D in IV r xNor- b Pr 10 000 � A x 0o ~ N 000A -tn00 1n00Ax O N o MCY cDC + ' � N + a�NO � I0') o) Z � r � r . � r• �_ IV QCLX Qn- X oOOQOLW Q � � QCL � 4985 v~i � = ro r o -moo � o moo to F cn �' cn F- cn r cn I- = 4985 9+50 10+00 11+00 12+00 13+00 14+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORI . 1"=5' feet 133 of 224 VERT: 1"=5 N \\ \\ STA. 13+65.25 Z 8"x6" Tee 0 _ \ \ 1-8" GTV (NW) 7LF8" PVC o STA. 10+00.00 w E E 13 LF 8" PVC w o' 54 LF 8" PVC STA. 13+79.54 _ — TEALBROOK DR \ 8" 22.5• Bend 164 LF 8" PVC E - STA. 10+00.00 — IRR-Os »+oo � 5 LF 8 oo_ " PVC' ,; E 10+00 0 12+ 13+00 N < TA. 13+85.65 , ," IRR-09 STA. 10+08.25 8" 11.25' Bend LU 8 x6 Tee o' STA. 12+27.52 ��9 1_8" GTV (NW) x 8"x8" Tee of 4F 1 6" GTV NE w '; 2-8" GTV (NW)(SW) TRACT AA 8, STA. 10+00.00 > Lr LOT 19 A Q STA. 10+62.00 - Lc STA. 15+25.47 m 8" 45• Bend ` > LOT 18 DRAWN 23 LF 8" PVC B R B z fin„a :. �s \\ LOT 17 \ o ` '� �. S " STA. 15+93.84 CHECKED DAP }• — _•�' — — — \ \ 39 LF 8 PVC 8" 45• Bend 1} s� \ LOT 16 DESIGNED .. YvYiir.%+°�.a.•.e I ,' . ..• .Grp'.!3 7: / STA. 15+65.25 4 LF 8" PVC BRB \ FILENAME 8" 45' Ben \ \ \ LOT 15 \ 0009—IRRIGATION 4 LF 8" PVC' STA. 15+99.00 STA. 15+70.39 _ 8" 45' Bend LOT 14 0 L 8" 45• Bend a LOT 13 R �P E•�C I O ; — 00 �:• ,Z PQQ ��G NLOT 12 W 0 to LOT 11 STA. 17+04.01 0 4� •....••'•G� " 8 X8 TEE — o S�ONAL E� 2-8 GTV (NW)(NE) + IRR-15 KEY MAP 1-8"X4" REDUCER (NE) y STA. 10+00.0o u N . T. S. NOTES 4,' cn LOT 9 o S LOT 21 r cn 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE to I LOT 8 VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR irp.. PRIOR TO CONSTRUCTION. LOT 22 NI I to LOT 7 U 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A o > b MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS + °- OTHERWISE NOTED. LOT 23tn LOT 6 co It Da I: I 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & r 'I PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE LOT 24 �I m to LOT 5 — ^ PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. N LOT 25 I r� I 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z to _ I LOT 4 PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a ' WIRE. J IRRIGATION SERVICE I _ O (TYP.)Fm LOT 3 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES o VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL co OTHER EXISTING UTILITIES. cr LOT 27N1 N LOT 2 > W I N 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME 4" Plug STANDARDS STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT Q 0 LOT 28 STA. 19+21.85 COLLINS WATERLINES. a LOT 1 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D Uj CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a a =a. In 5010 5010 � a F_ F_ z O a. 5005 PROPOSED 5005 O 1 GRADE z O � — EXISTING z z � oa' - - - - - GRADE - - -o — — _ � �- - - 5000 - 5000 - u � > � ? 4" PVC - z 8" PVC _ 8" PVC - 4995 4995 �n ff 01 r � 4990 4990 v � N -F 0 0 m 0 0 N N m m to LL m m W 4985 -� -� -N °D m 0° N ~-0 0°-� 0°-� °°—r� °° in ~-� `n—LO �! ,n —rn • —* . -O 4985 -N � a -t7) � N N � _Ou7 � u7e -CR -� � -INN —I� r7 ' -Noon -� co N-tCV-) � � Nr71C)—Mu7 q.-00 ,4 ONE p O_ In . � L • co lf) �. - 00_ 00 -O � O- N N- r7 r o0 O —p rn —� M 4 � 00 � -0 X-O -M - tD -� N co �x-d' -O -N O —N co -( r; aX-� r� r (0 I . a -OOi r, a O r X O _+ uj a _+ u7 _ � -(0 Sri C) cD -O O -+ I� N I� a tC o0 a + + � -+ � 0p "�' � $0 + M � -+ 0, ' + rn 00-+ rnA _+ rn � —+ o) 00=+ rn 00 + rn ao-+ rn ao=+ rn ao + rn ao + rn ao—+ rn ao + rn ao=+ rn ao , M piOrn prn _O 00) -prn � N � _Nrn �-Mrn �-M � —MM M � -M � r,) 0-) � rn U) rn =N � � m � rn nrn -� Ili a �t -� N_� -� - —�_d -�- P4 d N=, N r IV d N—`- N=� �} N N TST, INCi. IVT_ Q a_Q �_Q =Q �_ H- H H H _ _ _ _ _ _ a CONSULTING ENGINEERS -H O �.I_Q 0'—Q 0_ HO p_Q —Q a —H O ��.I—H p ��.I H O O—H O O—Q Q Q a H O O—H O O—a a H O O 748 Whalers Wa 4980 00-� =-N -V) H >—N i.— N � 2-N —N —N ?—!/� I— >—c/) 2—tn i— =—N = N _ =—tn 2—, , =—N O� _ (n 2 4980 Suite 200 Fort Collins Colorado 80525 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 134 of 224 VERT: 1"=5' N IRR-10 Z 0 z it O 0 (n w w 6 6"TA. 1 Tee9.73 ESE 1 LU 2-6" GTV (NW)(SW) 1 STA. 20+28.84 0 I 1 1 STA. 10+00.00 I DRAWN 12"x6" Tee BRB 2-12" GTV (NE)(NW) =, STA. 10+00.00 — IRRIGATION SERVICE (TYP.) 39 LF 6" PVC ° LOT 4 LOT CHECKED DAP I ; DESIGNED STA. 18+00.98 N gRg ' LOT 6 LOT 5 E E E E I- E E 800 LF 6" PVC6" 11.25' Bend w FILENAME 10 0o 11+00 12+00 E E IRR-10—E E y I I 1 13+00 14+00 15+00 1s+oo E �a 40 S S , 0009—IRRIGATION 1 I 17+00 18+00 w N Li 9 2 I � I Idl I 1� I � I. .. LOT 7 w I 1 I �p0•L/� LOT 6 I w z I .. . P LOT 8 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I w e I V��• O� O� I m I LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I PQe� - - — W S I 1= LOT 7 O 3 — — — — I w z _ NI Q�F�� Li -S W - - - - S - - S- - - S W 5 a .ALLEY P v w o�, — — —' — — — — — LOT 8 cn J - - ,o U. o ° w �o� KEY MAP �. :. ' w ALLE — 0F= o I- - - - N . T. S. LOT 9 V) w I S S S M $ S _-- S $ NOTES I I S S S S S S S S S $ 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � �In 5015 5015 W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a U a = J � N 5010 CL W 0 5010 a PROPOSED � � GRADE � II a0 z O Z 5005 5005 O 1 6" PVC Z 5000 - - - - — _ — - - - - - - — — 5000 EXISTING — — lin— GRADE77 r C m m m T 4995 0 CO N—rn °°—� 0°—n ~ 4995 O cX a, 0 r•=(R in k b—I� N io 0 O �„� N O �"� r•—� ao � � M Lf) � M oo �X + a + o io-+ o io + rn >0 -1- rn co Ou7 N � O N=� � 0�0 � � � N 4990 c~n o0 _ ¢ —_¢ �_¢ � o 0 N F- _—V F U) = 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 550 0 50 100 SHEET scale HORIZ: 1"=50' feet 135 of 224 VERT: 1"=5' - ,� N STA. 11+71.44 \ u \` ' 4"x4" TeeGTV STA. 10+75.44 \ R �Fv�URE> STA. 14+75.95 STA. 13+46.08 6 LF 4" PVC 2-4 STA. 19+5)7.22 4"x4" Tee \ �11LL TA. 16+88.34 " » » 2-4" GTV SE SW ' MAPLE D - 6"x6" Tee " 6 x4 Tee 4 45 Bend STA. 13+39.70 - - STA. 21+09.50( ) 1-4 GTV (SW) 2-6" GTV (NE)(SE) " 4" 45' Bend I I 1-1Z 3 TA. 10+00.00 1-6 GTV (NW) -6"XA" REDUCER (NW) 17 LF 4" PVC " I 58 LF 4" PVC IRR- \ STA. 13+58.08 `� z it \ / ,129 , f: O 0 IRRIGATION 13+00 -IRR-11- 12+00 '' � "+ • w \ \ '� SERVICE (TYP.) 5+°oE s. h= w '.:* 11+ooF , 1o+1s LU " PVC �1 STA.A" 13+22.38 Bend 1 136 i F 4" PVC , I A' 6' F F\/ 4 Zlbl STA. 17+27.57 1 _ 6 } }.¢ Ym i� " " ,� � • M. � 4 Plug � \ 6 x6 Tee o0-21 � r;r. • • •- � » �s+ w LOT 7 LOT 6 a'y ., i ; �; BLOCK 110 STA. 10+16.44 2-6 GTV (NW)(SE) E ► LOT 5 '', a �s _ r �. " LOT 4 LOT 3 LOT 2 LOT 1 s,�"3 :ems{ Nz STA. 19+69.01 1 STA. 17+28.17 E w LOT 8 14 LF 4 PVC t , Yy: :;t•' .z '' LOT 3 LOT 2 LOT 1 6" 45' Bend \ ��+p0' STA. 13+07.99 R't \ \ E BLACK 8 LOT 9 4" 22.5' Ben W S - ,.� .. i LOT 10 _ - - S S S - - - L • S S S 6 LF 6" PVC \ \\ PVC 38 LF 6" PVC LOT 11 S W 'F- - - $ - - - LF 6 1 _ =,� P c�i� P \ 24� LOT 13 STA. 19+75.84 1 �s+p0 LOT 14 S m \ 1RR 1 BLOCK a LOT 1 'p S W r'. D (� I I LOT 76 LOT 4 �. At. LN STA. 20+22.93 LOT 2 S _ LLEY LOT 44 T N _ N DRAWN » » a•. ifs• A r W P _ BRB 6 45 Bend 52 LF 6 PVC LOT 3 S _ ..:- � - • N ' STA. 20+28.84 o LOT 4 r - ' p� I I LOT 75 > LOT 5 N I j' CHECKED 6" (6" Tee S � ,, ; LOT 43 F 4 Q _ DAP 2-6" GTV (NW)(SW) LOT 6 LOT 5 S W _- 1 \N LOT 45 WATER ET ; 3 DESIGNED _E STA. 18+39.73 S W S- r '3 N \ 1� i I� LOT 74 7 LOT 6 BRB S cn I FILENAME 1 STA. 20+72.70 I 0009-IRRIGATION 6" 11.25' Bend ;I - 43 LF 6" PVC LOT 19 R- P,VO L/c ..V P . ••••••• f 3 LOT 2 LOT 1 RE o I vQVUv�• • O LOT 7 - ` FT + NI N - N LOT 18 - S S _ l" 7 Q� F�� �• - - - -, LOT 8 (n •...••�� I 6 cn LOT 17 S/ONAL % _ _ ; KEY MAP _S _ S S - - -3J b N . T. S. STA. 21+74.42 { - _ NOTES LOT 15 6" 45' Bend STA. 21+76.23 S S S S S LOT 17 m fi 45 Bend 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE OT 13 LOT 14 LOT 16 Q VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. o LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS R e'P OTHERWISE NOTED. N I R I I 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & H PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE N STA."22+72.47 IRR-22 PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 6 x4 Tee �- co 1-4"x6" REDUCER 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z GTV NW PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z r N LOT 16P ® " ( ) a. STA. 12+62.03 WIRE. O J N � 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � a W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a a = J > a. m a a F- F- z o O a. 1 5010 5010 z o 0z 5005 N a oo PROPOSED 5005 � II w o GRADE w � EXISTING ? � II - GRADE II_ co Z_ 6" PVC 6" PVC _ - - - - - 00 Z 5000 - - - - - - - - - - - - - - - - " 5000 _ - - - - - - - 6 PVC 4" PVC 4" PVC 09 4" PVC 4995 f4 4995 v c c6 m QHO `tcD m m _N et - m irnII m mm - - °m m m m m rr m m m m Q ain ~m ~ N4990 - O � �-00 �- 7. 7 Q- tn- mm j - a 4990 CC"4 00a M � 000) OOP L0nIt 14) 000 �� a N � � dp � O 1� d C dn CIO W- i M o N �CI Oo L . 4 � � ao oo U r� � � XCOXCU it o M7N n N00otx x X a No x � � OoOe ^*,- oa - o � COooAa a oon c0 Oa ¢ _cot + t s rn -N 0 rn t + Foo_+ O + A + C t � + O �+ OtD c O - D + m - + rn TST INC.N 0) 0 O - a) O � 0 00 Orn O 00 co 'tm m M IV CONSULTING ENGINEERS EE RS Q'N d N n_N ^ N ^ N NV n_N N=N N:N d njN - LC) N Q � Q Qo� IX - aW Lr- L m a � 748WhalersWayd � � � QO �OOO 01- 00 OH - O_ OO 0 00 OO OO p0 O0-p- p0 100O H00 00--� Suite 200 Fort Collins = am c =2w ( FX: Cn 3: Colorado 805254985 nOO 4985 23+50 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 136 of 224 VERT: 1"=5' N STA. 22+41.21 IRR-12 12"X4" TEE STA. 10+10.93 r - 1-12" GTV (SW) 12"x6" Tee Z \ 4 I I I I 2-12" GTV (SW)(NE) 1-4" GTV (SE) \ STA. 10+00.00 V) 0- e \ \ STA. 17+10.22 STA. 14+64.75 z \ \ 12" 45' Bend 8 o w \ \ e >Lu o -r — - - - - - - - - - \\ \\ FLINT HILL DR o N - \ \ -t I Lw \\ \\ 17+00 1s+oo E 33 LF 12 PVC ° — J L \ \ 15+00 IRR-12�14+00 T �' TL 13+00,. 12+00 T � f 449 LF 12" PVC11+00 10+00 1< I I I 215 LF 12 PVC- 12" Pl w STA. 10+00.00 w LOT 35 Q LOT 8 9 LF 12" PVC LOT 34 LOT 33 LOT 32� LOT 31 ,QO� Xoo . LOT 30 LOT 29 LOT 28 LOT 10 LOT 9 S—W m w LOT 36 M DRAWN S —S S— S S cn \ �' .`�' ♦ / — —� — — — S . — — — — — — —S — — S— — — —S — — $ — LOT 7 w BRB / e ° D�c. CHECKED DAP LOT 37 ALLEY N — — I o 'ALLEY P ,COS ■ DESIGNED - 1 — S -i S— S S —. — — — — — — — — — I w BRB LOT 38 / ,� LOT 13 I r - - - - - - - - - - - - - - � I m FILENAME LOT 6 \\ / LOT 9 LOT 11 _ tnl { I� LOT 27 — LOT 11 �i �s' IN 0009_IRRIGATION .g \ � / LOT 1 o LOT 12 w LOT 8 I I• I _ p0 L/� s _ PUMP STATION PER ♦ \\\ / r I I LOT 14 V) IN LOT 26 N {' I :P•RE JP�- SEPARATE PLANSET LOT 39 \ ! \'= IR14-17 I I J I N LOT 5 c�.• QQ�O���O 7 ;; o �' LOT P�S� • _ cnl ``` f" � � .` • / ♦ LOT 15 O LOT 13 ti� ♦ LOT 40 IN LOT 25 v0 •.....••'G? 12" 45' Bend �F�� / \ 3 _ I w TONAL E� oiz- N LOT 4 KEY MAP LOT 41 // LOT 6 \ LOT 16 (nr WATER ESMT LOT 24 LOT 14 N '' I ^+ Row 1 NOTES 83 N 13 LF 12" PVC / /. / LOT 5 �\ \\ ". I '�' I I r� w ROW / \\ \ \\ e', N ,Q I LOT 23 f2 LOT 15 LOT 3 ♦ \ LOT 17 ' cn N 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE o ! I \ \ \ Y I: _ 30' EL I VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR LOT 42 co I \ \ \ WATER ESMT I 11J PRIOR TO CONSTRUCTION. q>: O LOT 4 ® \ \ \ i I I \ \ \ LOT 18 to I ao I 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A 1 IRR. BUILT'W�, m \\\ \\ F "' _ { I LOT 22 N LOT 16 to _ MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS STATION PLANS.`: w I I I I OTHERWISE NOTED. STA. 10+74.92 ;> I ~ _I > i LOT 3 \`\\ \ I l a . I { N LOT 2 w " 3. ALL IRRIGATION LINES 12 AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z Q WIRE. J 0 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. I Q m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. CO co Q W Q = J 5015 5015 > 0 a Q F_ F_ z O 5010 PROPOSED 5010 O a GRADE Z O Z 5005 5005 0- 0) 12" PVC- 0) - - _ Ix 0) EXISTING Q GRADE 3IL - -� Z- - 12" PVC - 5000 _ - - - - - - - - - - - - - - 5000 w� r \ _ — — — — — — — d M � 0 LO 4995 II. 4995 00 c m 0C,4 -v c m m m a0 m m aoi m m m 0 4990 oo in N m m-rn m_ M m L m r N_ 0_ m M a _o CAR d' � N_� Do N—L6 Co - O) d. N N -� d - rn-� 0") N -� N 0) (0 tp O 4990 Co- coI� N -� -CnI� A -erne � O N a0 c -� I� >R + o� N + rnN-+ rnN- rnN Nr�iA -� .- a ¢ �-M � a -Mr7a -Nr7N � r7N0 Orn � � �_ rn �- o0) + O � -� ON_+ ON-tn II_+ O �-+ ON-+ Or + Or N d- I�j � � � .4- co � � � N 0 -� 0 �-N -� o -� C � 0 N p 0 O a HOB Q � w Qq- �-HOB-HOB HOD O- H- _ N_ 4985 cnl- 0 N � �' � � �'-tnl- �'-cn � � Nam = la- oW� go � ~-aa ¢ 0 � Q00 ¢ 00� TSNGINC. N �- >-N ~ O > U O —H O H O �� N CONSULTING ENGINEERS cn l- -N P- U) = cn � =� � 4985 Whalers Way 21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 137 of 224 VERT: 1"=5 N t / -- -- (� LOT 42 LOT 36 1 LOT 6 LOT 37 N 04- NLOT 23 LOT 38 N LOT 41 V LOT 7 I N LOT 22 0 " " a Cross a _+ N I I cn II LOT 29 LOT 28 / / 2-6" GTVx(NW)(NE) O N LOT 8 to I NLOT 21 � r I so' a N o / Z ILOT 30 LOT 27 / ;�3 , 1-8 GTV (SW) -J ROW LU 7 � LOT 26 � � 2-8"X6" REDUCER (NW)(NE) �n // I D I - STA. 10+80.12 0) n LOT 9 LOT 25 S - S STA. 20+31.49 u � LOT 24 e LOT 23 / \\ NANNA LN \� Lij LOT 6 I \ S LOT 22 — 4 LF 6 P LOT 21 / I \ I \S S LOT 20 \ \` ° + LOT 11 N I a LOT 5 1 a I LOT 19 \ \ o 0 x �'w LOT 3 I i LOT 31 (n J I ,� \ LOT 18 LOT 17 \\ \\ N LOT 4 �\ 1�P° I Q � ` � , °• � S �° \ LOT 13 I � \\ W S W I I LOT 16 \\ I IRR-13 m S I I BLOCKS N TRACT H a p LOT 14 NI \ \° 1 LOT 32 1 y V S LOT 15 \ DRAWN S I �,\ S \ BRB N .13��V LOT 14 CHECKED o - - - - - - - o °p - - - DAP c LOT 40 S W �,./ \ \ \ DESIGNED gg J. o S Q BRB S- - — S S— � 80• - —F'�3- - — - - - - - - - - — — — .P � rn + >\ LOT 16 S s'� � I ROW' - $ S — — — — — — — — — — — — — — LOT 13 N \ FILENAME S LOT 44 1 � 1 S5' UTILITY S S S S . N BLOCK 8 N \\ LOT 17 s \ 0009-IRRIGATION LOT 41 � 'I \ I � a I ESMT. (TYP) I I STA."11+33.14 1 I LOT 1 I o J" cn LOT 12 — LOT 18 \ 0 L/C LOT 2 LOT 3 I J " STA. 18+00.80 APO••••. LOT 42 12 X10 TEE I B' I LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 3 ; Q .I " ��• �P� LOT 9 1-12 GTV (NW) °>� � 1 III cn 8 45 Bend / LOT 19 �� -10" GTV (SW) N I IRRIGATION " WAS EESMT LCO LOT 11 �2 IRR STA. 10+00.00 1 I SERVICE (TYP.) Ni 25 LF 10 PVC _ 132 LF 12 PVC--- IRR I I cn LOT 10 G 76 ° 252 LF 10" PVC PVC 10+0 IRR-13 11+00 °° N 12+0o I RJR 206 LF 10" PVC �° I " Xo° 5 LF 8" 4��0�....••?G�� N o STA. 12+09.14 13+00 14+00 . . 15+00 " " 16+00 r IRR-13 /ONAL 10 x6 Tee M ° 3 \ KEY MAP 3 >; 1-10" GTV (N W) 3 O " TEALBROOK DR ss-o3 1-6 GTV (NE) 3 \ N . T. S 3 I STA. 10+00.00co 0 ° 3 STA. 17+95.14 w NOTES S. ° B • 8 45 Bend TIE TO IRR. BUILT W/ O °, J.,., ,.. PUMP STATION PLANS 14 LF 10" PVC I .° , • ,, , r � ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR STA. 10+74.92 „a PRIOR TO CONSTRUCTION. 10"x10" Tee I I 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A Fa I 1 MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. " 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. I Q m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. C0 Q W 5005 5005 Q = J PROPOSED 0 GRADE Q Q � 'n > C° � � > "1 EXISTING p rn' rn a 00 GRADE N �.w0) � � w � mN - - - O 5000 - - - - - - � 11 Q 11 °° > 11 0 - - - 5000 - - - - - >:� r > U) O 12" PVC - - - - - - - - - z b ° - 6" PVC 10" PVC - M > - Z 10" PVC Z 8" PVC 4995 4995 Z 19 00 °0 4990 4990 m c m m c m c m c c c m c c c c o m m m m m m m m m m m m m m m m m m m m m m m ` 4985 a N • -� -d. o, ao -m Go -00 - N-^ -oo -_ rn N n N o `n u� �n- rn o m -rn m rn r o m } M- -10 N a 4985 ._ q- �-7 00 N d-- N -� O 4_7 � tx O O) `t O O �— — O -Q —O O *— et—� O aX—� O O _LO —O aX N °� CO —co 00 Moo F- ao_^ O —p N Ox0 MAN—� � � �pNa —ONa OcDA 0 0 tpcpa toga OOd- a 0Ocpa O �ja —ONa rn NC-Ia McOc m (0a 0toa + � Op rn rn0 -_ rn _ rn + rn0 + o' o - rno=+ 'm0 + rno—+ oo-Qom_+ rno-+ moo + rnas-.� o, ao � 04 � d' Cn O CY) O co CY) �--(p O �_U) 11—^ CF) O O —00 � O O Nd- 4980 F-00 F_ < 0 < 0W v) o9_� o = � o � � � � � oW-� o Boa Boa '� �-� oX < I_ moo-moo moo cn � �-cn1- �-cn � cn � �-cn1- � cn1- �`'-cn1- � v� � �-cn � � cn � =-cn1- = cn1- = 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 138 of 224 VERT: 1"=5' N Z IRR-1 z it O 0 (n w w N LOT 10 fn ." ,` y� P I — � LOT 8 LOT LOT LOT 37 LOT 6 � \ J� � LOT 11 �yq�•ck� CgLOT 5 \ LOT 4 W \ v LOT 38 / £�1T TRACT U —S S Ln — \ w LOT 12 _ o N !r-- LOT 3 LOT 4 , ;y^i: LOT 13 S S MM S t °' ur � DRAWN " LOT 2 0 LOT 3 — S S ' —S I = 52 LF 6" PVC LOT 14 cn '1 \ � w BRB LO _OT 39 NI W �I 11 t11 CHECKED " J ��� LOT 2 , STA. 12+30.64 (n LOT 17 LOT 18 LOT 19 0'` DAP OT 4 LOT 41 LOT 42 Q I : 6" 45' Bend _ LOT 15 r. LOT 1 J N _ 37 LF 6" PVC \N DESIGNED BRB STA. 13+63.31 \ LOT 1 6"x4" Tee S F �7 2a FILENAME w 1 E IRR-13 IRR-14 � " 1-4n GTV (NW) R 0009—IRRIGATION I �M R 14 17+00 ' STA. 12+68.83 �o+oo 11+00 _12+00. 6" 45' Bend " 1-6 GTV (NE) N o STA. 10+00.00 — +00 STA. 17+28.17 —0 N 138 LF 6" PVC 3 15+00 /:. 6 x6" Tee D.��C 13+00 14+00 coo pR 2-6 GTV (NW)(SE) o ;�0 SAY . o ONG i L WO LOT 4 STA. 1 +27.5 T1 • o -. . 30 -CO t STA. 11+78.00 A Al- 8 6"x4" Tee IRRIGATION STA. 5+01.90 W\ �. �O S�ONAl- ECG 1 I I 1-4" GTV (NW) SERVICE (TYP.) LOT 13 6" 11.25' Ben 1-6" GTV (NE) d �\ , N KEY MAP LOT 28 OT 27 OT 26 LOT 25 LOT 24 OT 2 LOT 22 LOT 21 LOT 20 LOT 19 1 STA. 11+ 8.00 LOT 18 NOTES N . T. S. 3 LOT 2 LOT 1 :- T 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT \ t 6 5' UTILITY ., S S S — S — S —S —S S — S R W S S S ESMT. (TYP) S, \ CT10N ACTIVITY NEED TO BE S S S S —W S 5 5 S W S W �, —` — AND VERTICALLY BY THE CONTRACTOR � — — — \ � VERIFIED1. ANY HORIZONTALLTIES NEAR Y - — — — " • LOT 11 ALLEY _ — — — PRIOR TO CONSTRUCTION. E o a — `1 - �0 4 w N R R TR No 'S _ _ _ — 2. ALL PRESSURIZED IRRIGAOct TION LINES SHALL BE BURIED A �` MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS S K 7S S S S S S S S S ► S S S S S S." S — S _ M LOT 10 1 OTHERWISE NOTED. OT 21 LOT 23 LOT 25 OT 27 S I S S \ • N 1 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � Q W 5010 5010 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D coCITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. W PROPOSED GRADE v a) - 7 > a. C14-CLo- I ............. 5005 06 Lo 5005 Q Q o� al 7 a- - � (n II co:Qf 0) a)- 0)_� - o EXISTING N �.00 z_ II= II � GRADE z j 6" PVC O 5000 N Z t z _ z — — — — — — _ — —6" PVC 5000 Z •- 6" PVC � Z 4995 a 4995 aci v v v c c c c C c N N N c c c c m m m m m m a� m a� L m O m m 4990 ,n °° °° o °°_0 in 0 ~ —M ^ m—,n °°—^ °°-� °° 004 °°-0 0° } N—� m-N 0° ~ 4990 Nook-C� I� in � � �--I� u7 ' 0Na cOl� �-pp � N—� � -^ � -I� cO ' -ON t7 � a O00 ^ � • -tO � � Q � ^ O �-0 � � � � - nn *-, a0 r� O -C4 � d Gp X ON -00 tC -C) � VO; O _ v M `- X ppN -•- rn � -00 X Noo -M -t r �? � � _cOI� ^ o0a v) 00a -c0.00a No0 N0 d' u7 _LO0� wa) OOa M -0) CD Z � N 0 a + tea -+ rna � o "}- °� c0-+ rna 0) c0 + 0) W_+.m co + 0)a -+ m -+ m + 0) a + rn c0 +:o Co- oa -+.rna Q N0) a -NOoa �. o c0 tp- COQ rn 0 O t0 + tp- p� CO- c0- CO- In O + O t0-� rn O 0 II + O tp-+ 0 CD_^ O Orn Orn .- . -O0 � rn Nrn -Nrn Mrn -n -M -M M � - corn -O d F=-� Z - �_� F N N-�. N � `- H-� -� � �_� d N �. IV H7 -� ap o � d H=� IV Q a � CL- QCL �-Q � w N II � 0 HOB Ha- IOO HOO-H00 FQ- 05 O � HOB-HOX FQ- 0w IQ- OO F- OO � pW-HOB ~ Qa �-Qa � H �00 4985 � � �iN � � —moo cnl— -cnl— � cnr = cn � =—cn � = tnRW—tn � �—cn � �'-cn � � cnl- = cn � x �n � �—cnl— �`' � � �—NF- cnF :Z 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 139 of 224 VERT: 1"=5' N R-15 z 0 U) a- z Of O v0i _ RI r W _ a i \ LOT 33 " " —SI O i 8") Cross S S -� S - - - - \' \ ® \ / / / cn "\ \N LU 1-8" GTV (SW) S S $ - - - - - - S \ / / / LOT 10 \ \ o' 7 2-6" GTV (NW)(NE) S S S S S LOT 30\ =� 2-8"X6" REDUCER (NW)(NE) 1 / / / "":•s LOT 11 \ / ,.�` � , � LOT 32 ° LOT 16 � STA. 10+80.12 LOT 18 LOT 19 LOT 20 d1 ' STA. 20+31.49 LOT 21 LOT 22 LOT 23 LOT 24 LOT 29 S LOT 25 \ LOT 17 LOT 26 LOT 27 LOT 28 " \ * ,`' //// / STA. 20+11.63 LOT 12 20 LF 6 PVC ,'<� LOT 15 R BL�OaC 8 IRRIGATION = `> \ ` Ld °•�• � -..,.:"iKc:*��;,. V x6 Tee � _ � \ " I SERVICE TYP. STA. 15+65.11 � / " •\ \ BLIOCK o 1 LOT 14 46 LF 6 PVC I I I ( ) 6" 45• Bend 45 LF 6 PVC/ / - (SW)(NW) \ • / / 2 6 GTV \ � w � • � . -• -° ,r / STA. 16+68.48 2 •\ STA. 11+27.01 - - LOT 13 — F m N - - JS 1 17+85.18 O LOT 31 0 6 22.5 Bend �� - - - - - - i 4 2p+5` 1 \ \ \ 12+0 0 43 LF 6" PVC - - - - - - - _ 6"x6" Tee ` � "•t•° \ (j1 DRAWN NOT 12 2-6" GTV (NE)(NW) �5 2°+p0 \ BRB C- - \ 6 — — — 2+1 10 pv \RR \ IRR 29 LF PVC, STA. 10+00.00 R-�5 `: ° 15+00 . - - - - °. : \ 1 ,`° 3. 225, 11 p ` CHECKED ° STA. 96 " " —,— — — — — �- r °� \ / / LOT 13\ DAP "8 X8 TEE LOT 39 5 I 114_ LF 6" LOT 14 1-8 GTV (NW) I I I 16+00 PVC �( / ` \ \ \ LOT DESIGNED " ! ) v , y I 17 00 +p0 LOT 15 (!1 BRB 1-4 GTV NE M0� \ LOT 38 BLAWK 4 STA. 15+86.22 LOT 16 \ ,.` \ FILENAME 1-8"X4" REDUCER (NE) p9 LOT 40 t� LOT 37 6" 45' Bend STA. 17+01.22 LOT 17 0009_IRRIGATION STA. 17+04.01 p� N LOT 36 LOT 35 LOT 34 LOT 32 LOT 31 LOT 30 6" 22.5• Bend \\ \ LOT 18 S,' LOT 33 � ° LOT 29 LOT 28 LOT 27 — N ! LOT 8 LOT 41 LOT 26 LOT 25 STA. 17+39.90 Z \\ LOT 19 S— LOT \ - $ 6" 45• Bend ° \ S/ 4, ` \N L �pp0•L/c LOT 21N "\ ti LOT 42 N — — D S $ S S —S S S \ 3 / SOT 20 Ste _ S �\ ; \ UCH'• �GRE �P,�G� �\ N LOT 7 � J , ow, - - — $ — — $ S � \ S ° A - 1� cc O r° -C \ LOT 24 a Z m G AL - LOT L E - ..Y H a � :a w ° • O LOT 6 :. — o _ _ -' _ ' LOT 27 S S �' 4 ' �S M LOT 26 \ c!) 06 •....•• �G \ S LOT 5 S S S —S - - - - - p \ a LOT 25 LOT 23 \ LOT 5 °', ° \ z \ \ KEY MAP \ U) LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 24 \ N\ LOT 1 LOT 2 LOT 10 LOT 12 \ \ N \\ \\ N \ LOT 23 LOT 11 , LOT 24 \ LOT 4 LOT 4 \ \ \ LOT 22 N . T. S. ,�, � 'd : °° ` �.. � ti �' � \ � �..�. � � \ ` �° ;a° ° .� NOTES 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 5015 5015 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL 4RR_IZ OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. I Q 5010 5010 m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co PROPOSED GRADE U � 5005 CL 0 5005 > 0 Q Q < u g" PVC Fo- a 6" PVC Z 0 U) oo z - II 5000 Z 6" PVC _ 5000 1 � ic) EXISTING - - - - - - - - - - - GRADE Ilk 1000, 4995 0 4995 o 0 oLO � u N > 4990 z 4990 0 c v v v—ern v v m m c a�i c m m m m-a a=i a�i c m m m m m m 0 m _ 4985 W ~_� m_I\ m—cn II—� m m N U N N in N m N m c0 -0 0) -N 0) m-00 ~ 4985 � NA � rn -0 � —'Na —^ ram OO —� Ne —Or .- N tn— I� ,� N N—� � � � � a0 -00rn T- 0) c c0N >A o—tG � �_0) 1* N 00— cp N 6 0) d- cp - � � N—� 00 � � d' 0 d- ' d- �-cO N —ln N c0 � � X 00 r ax_N I� _17 N In N A _c0 I� —00 I� eX—N r a CO O a + O to 0 - a —M o + O) a -+ 0) cD=cO 00 A _tD —00 - Rx + O (D xrn OD-+ O m-+ o QD + O QD=+ O' too 00—+ 0') CO + O co—+ 0 + O co—+ o 0 + O cO=+ O� -+ o o_+ pt + o t0 Oo rn 00 -00 00 00 00 —� 0 U) 0 —� O o I� ^ 0) _ 00 O 00q- nl-� � _� � � �t _mod- —� -4— d- IV �- ln r4--. N T- u7 N—� � � � -mod IV=mod � � -� � nj N � IV 4980 � � = c~n � �-v~i � �' v~iF-- !, � �-c~n � =-c~n � = ( ]i - sr- = v� f- =-cn � ¢ a �_¢ � � ¢ � � ~ oo �- o o-� oa_ W o =N __� o �'-'_� off'—(/) o = N = 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 140 of 224 VERT: 1"=5' N IR -16 0 z it 0 U U) LLJ \\ W LLJ Q \ \ m \ \ 25 LF 6" PVC i � � / DRAWN \ � R246.00' � /• BRB \ \ P 16+00 / CHECKED DAP \ ��3 V A �5 7)Xp�a ��� / DESIGNED BRB 6 LF 6" PVC / / / FILENAME \ G V A 00� / /' / 0009-IRRIGATION \ ��\ \ �NG`i� STA. 17+31.54 / 6"x6" Tee /\ \ \ ° / 2-6" GTV (N)(S) / �Pp0•L�c STA. 10+00.00 \ / STA. 10+06.95 / �......... .. P� " o, 6"x6" Tee \ � A r Q�1G � / 1-6 GTV (SE)(NE) \ �F 6 �3koo / V,• QQ�O�G O STA. 16+88.34 Ar6 / / / • G G\-c�'� • S�ONAL KEY MAP- NOTESN . T. S. 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS LOT 14 \ \ / j / / OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 5015 5015 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W _ STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. In aQ 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D W 5010 5010 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W PROPOSED — — — In GRADE EXISTING GRADE 5005 6" PVC 5005 Z 0 o � — F- — — 0 1 II — 6" PVC z Z 5000 — 5000 O 6" PVC Z 4995 m 4995 < v -o 00 c m C m N Q H m uci 4990 -to CID 0 cop � � � 7 't_Lj � 4 T � � � X -to -� d pax O � a (0 p � M0 -- -0O t0 -+ O tp-+ � O ,} � t -+ Cn , + O CO. O -O -p a� cp- M CO o O Ln r1i � H=� � � � � -� -4• 0 ICI + CL �X- _ 0 -Q CL Q CL -Q CL 4985 0 = is-cn �- -N o -N = 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET mmmmi scale HORIZ: 1"=5' feet 141 of 224 VERT: 1"=5 N \\ LOT 34 LOT 33 LOT 32 LOT 31 LC O � LOT 36 ?. \\ 1 LOT 37 / m ALLEY N zo Of \ / — Cn NO N o � r r \� • LOT 38 ✓/ / S -a S S S -. — — — — — — — — LU/ � / \ LOT 11 LOT 13 Gr \ LOT 9 _ \ a' C / LOT 10 LOT 12 LOT 8 IRRIGATION JMP STATION PER \\ SERVICE (TYP.) 130 LF 6" PVC LOT 14 PARATE PLANSET \ j o _ LOT 39 \ IRR-17 . 115168 � a LOT 7 16+O0 0 STA. 15+37.83 LOT 15 LOT 40 >49: �`\ 0 6" 45' Bend 21 LF 6" PVC ,° m STA. 15+15.65 l DRAWN LOT 41 / LOT 6 vC 6 11.25 Bend LOT 16 BRB STA. 16'1.68.48 CHECKED V 83' \ \\ 6"x6" Tee DAP w / T ///" / LOT 5 Y\ \\ 2-6" GTV (SW)(NW) DESIGNED ROW \ \\ STA. 20+11.63 LOT 17 , BRB LOT 42 co I STA. 14+01.55 \ \\ FILENAME M — I LOT 4 6" 11.25' Bend \ \ \ 0009—IRRIGATION Ig 23 LF 6" PVC \ \ \\ y` LOT 18 c W — t= _ NS° _ \ \ \ - fee N w o > 6" 22.5' Bend \ \ -j \ LOT 19 QQ co LOT 44N -J } ? }' \ r _ ,`!� �.•�� " pVr_ - - - - - - - -I .I - - - ''< \ \ LOT 20 TONAL r IRR-25 - - - - '- T - - _ — — _ � \ - - - - - KEY MAP H o /\ 14 LF 10 PVC En F „ -E E- > NOTES S. ST-02 ST-02 \ WL-19 o N TIMBERLINE RD \ 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE To IRR-19 / VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR a- o E PRIOR TO CONSTRUCTION. IRR-17 83 LF PVC— 1 00 2 LF 6 PVC 11 0 12+ o' STA. 12+11.98 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A STA. 10+00.00w - - - - - - - - o —6" 45 Bend _ _ _ _ — — — — — � — — — � MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS " " — — — OTHERWISE NOTED. 10 x6 Tee LOT 1 I� ELC01 STA. 12+05.22 6 LF 6" PVC / r " 1-10 GTV (NW) WA ESMT 6 45 Bend S / / 3. ALL IRRIGATION LINES 12 AND SMALLER FOR THE MONTAVA & 1-6" GTV (NE) — I I — / LOT 24 PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE STA. 12+09.14 I a L�I LOT 31 — / �, PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. IC) Q m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. CO co 5010 5010 Q J Q = a PROPOSED (5) c-) o 5005 0 N GRADE Ckf rn-X rn 5005 Z 0 CL oo r) LLI oe Nrn ¢� � � 11. 6" PVC O II 00 z-"� z 5000 00 Z Z 6" PVC 5000 - - - — — — — — - - - - - - - - - Z EXISTING 4995 GRADE 4995 < 0 v v v < t m m m_ � ^m c cV a� m m 0 Qm Qm m mm m m m m m Naci 04 04990 O NO N _ - _� to mM a- CD 00 4990v L '* N2N .N - b 7 _ n co � co c0Or7co-7m-� � Do m in n r � Op*LO LO r- ) OiOO � M Cj It OcxO + tea p + cp + OCD- + OC- ) ) _ . _ + rn co_+ 0) + m c rn � + 0� *Co. 0� C + + o co � pa, O o + _ rn � o o oo cDo I_ ,I- � 0) N Nrn 04 rn Nrn N0) N0) n �� � -q- LO1V N - U a- ZR- QQ � � � XQ � WQ O. C � w Q � Qo � � � � � = ~ n ~ � Q ~ 00N0 -v0 c - = m cn =-Cn X ( 498549 �9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 142 of 224 VERT: 1"=5 N i w I LOT 2 LOT 1 I w e I LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 IRR-18 z I R-19 0 /-� : • 4LLJ Of LOT 7 LOT 15 I S S 1 w I IN LOT 13 - - - - - S- - - S _ S V) cn LOT 25 Nf H -1 I- S _ _ _ _ $ S j 0 -S S; o~ - - - - _ - - _ - - - - LOT 8 LU r^ ? I �W. • I 3 ' EL 0 - w - - - - - - n _ LOT 16 (n WATER ESMT LOT 24 3 0 _ r LOT 14 Or - S - S M $- 51' I S — $ S $ — S \ I ROW I I _ _ LOT 17 80 I STA. 13+76.66 S w IN LOT 23 a LOT 15 �� LOT 16 LOT 17 LOT 181 RO I 6"X4" Tee LOT 17 a LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 1 1-8" GTV O Q o N \ \ \\ :W� 1 o LL La- STA. 10+65.66 1-6" GTV O 0 �, \ \ " LOT 18 cn1 IN 0 I I �' w 6" 45' Bend STA. 14+43.61 o LOT 9 LOT 10 L m LOT 22 N LOT 16 (n�- I I I I I I I N s' \ b 1 DRAWN r • r ° �. e , �/� _ \ v' T (n CHECKED ' LOT 19 � • BRB IR . ° LOT 17 - HARWDOD LN 3 " \ STA. 10+00.00 _ 1 U)o 208 LF 6 PVC " o` DAP STA. 12+13.96 6"x4" Tee 39 LF 6" PVC 11+00 12+0o IR Pvc �X IRR-22 DESIGNED 6"x6" Tee R-19 13+00 1-4" GTV (NW) 14+ 0 4 LF 6" PVC BRB \ 1-6" GTV NW NE " LF 4 PV 0+00 ( )( ) 1-6 GTV SW N I I D• FILENAME - ( ) LOT 18 I I ZIZII - -STA. 17+85.18 I 1 I I e : STA. 14+00.95 I STA. 10+06.00 - I F 6" PVC I IGA I N LOT 16 6" 45' 0009-IRRIGATION :12 2+00 •11+00 - - - - - - - - � I STA. 10+39.50 26 �L Bend - I 5• °' RR T10N I ' IRR 18— �-1 00 6" 4 Bend SERVICE (TYP.) I I 23 LF 6" PVC a E E ;> 21'3 LF 6" PVC W LOT 22 e I I o 5 I _ , 10 L/ LOT LOT 2 OT 1 LOT 1 211 ao 1 L 2 4 LOT 19 L 8 I N LOT 15 0 FlP`•• C •• RE LI OT 23 LOT 21 LOT 20 I ,1 � ® G�' • � '� N TIMBERLINE RD N TIMBERLINE RD o c N I I 1 LOT 14 PQQ ,�vG ° S 1 m I I �p��G GOBS S S S W —S c0 —S I cn LOT I 8 • ' b • 0 e ° r � " Z to w G I . - - W /ONAL E - - - - - - - w - - 0 - -T _ - - - - - - - - - - - - - - - I ,� - ` KEY MAP LOT 24 S LOT 23 D LOT 7 [nT S $ I \ 1 a TRACT N �, 25 _ I I I ;< .D° , N . T. S. 1 LOT 29 ► I � °� ► . NOTES .4 - - - (n LOT 22 0 (^ I 1 LOT 24 I \ o/� I / I nT �� _ _. O I LOT 8 30 LOT 18 LOT 19 / I I LOT 12 1 w� J l / 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE S ,M LOT 11 VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR S 3Q S LOT 10 PRIOR TO CONSTRUCTION. ` / I 7 I \S S LOT 9 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A E / I LOT 25 S S LOT 8 MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS S LOT 7 OTHERWISE NOTED. / I LOT 26 S � '`� � � LOT E LOT 27 S :° ,° S 4 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & ®. LOT 28 S - -S PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE / / I LOT 29 S\ PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. LOT 30 S 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z Y \ ; , r. r • ,,. / LOT 31 PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q LOT 32 S WIRE. J InT 33 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT 5010 5010 COLLINS WATERLINES. Q PROPOSED W GRADE 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CIO CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. Q W 5005 5005 Q = J > a Q s" Pvc F H 5000 5000 5010 5010 Z O a � `n > 'n PROPOSED Z o c)- C) GRADE O EXISTING N L_w 0 GRADE 4995 4995 5005 N >_ II 5005 z_ > - co z 6" PVC EXISTING 6" Pvc F T SOOO GRADE 4990 0 4990 _ - - �? 5000 N O . x � � x - - - - - - - - - O0 00 co N 00 O -a C '0 C '0 r � C N N C C N C C 0 C C j rn C C m y HOO Epp m N N m m 4)—a- 0 N N m 4985 = N �- = 4985 4995 0 0°-0 °° o -o °°-rn 0°-c0 0 0D rn 0° ac o-� m—Ln 0° -Un 4995 N b_O d�-_O N ' -N -t0 Ly 00 �p -c0 `n-t0 (p -O a -O rn 9+50 10+00 11+00 12+00 12+50 _CV -`n °; 11� -`n cO -� �' -`n co a II=� -� d- N x —� o .- N �- � P70) a -,* � _� � CO Na � � � � 00) O � 0a 002 + o �p-+ 01 io + rn co-+ o, A -+ pt -+ o (0 + 04 -+ 0) R a >_+ 0) I -+ oa ca0 co =+ 0 co C -O � O0') OrncO-Opco-00N 04 C-4m °oz_04 No0 CO C9= t0 L0 N ' L0 L() u7 L0 N A I- o -I- o No =-No �_� o -t~i' o = No U) u)]ro Ho -ti re)�� = x-cn � = 4990 4990 cn F- -N 9+50 10+00 11+00 12+00 13+00 14+00 14+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 143 of 224 VERT: 1"=5 N IRR-20 Z 0 � m LD z it — } s — i N r — — — — LOT 29 — o LLE �b I z —q — S M S > S S M IRRIGATION I I I w TYP. I STA. 10+70.38 SERVICE ( ) I _ S S, m I � » .. SA I 4 45 Bend 1 LOT 25 LOT 26 LOT 27 � I Z I LOT 24 I LOT 23 f*1 I LOT 22 I ¢ LOT 28 0 I LOT 20 LOT 21 LOT 2�i �- LOT 21 I 6 LF 4" PVC STA. 13+11.01 h LOT 22 0 4 45 Bend I LOT 17 LOT 18 (LOT 19 0 4 I I I I STA. 10+76.91 I w I 5 LF 6" PVC I I 4" 45' Bend I I 18 aLF 4 PVC I a �` ,8 II ° I II R , ,° 9 LF 4" ,_ m 19 10+ I 0 to IRR 20 � _�3+00 —98 LF 4" PVC PVC 12+00 HARWOOD LN m_ 14 DRAWN I 14+0o I`. BRB LN �� N-1 GOOM8,v H STA. 10+06.00 I I �N I N WOOD 6"x4" Tee I I I I CHECKED 1-4 GTV (N) I (D LOT 10 " DAP ' I I �_ STA. 14+64.75 1-6" GTV (W) I STA. 11+02.71 12"X4" TEE DESIGNED I I I I STA. 10+00.00 STA. 10+91 7 4" 45' Be d LOT 11 STA. 13+37.18 1-12" GTV (SW) s " " 4 45 Bend FILENAME BRB 4 45 Bend LOT 16 LOT 15 LOT 14 LOT 13 I 1-4 GTV (SE) ILOT 18 LOT 1 °� I I STA. 12+27.93 0009_IRRIGATION LOT 10 LOT 9 LOT 8 LOT o2I 6 LF 4" PVC I :� IN LOT 9 LOT 13 LOT 12 LOT 11 ,p9 I S OT 14 I I S — —S — W— 6 I I S — — Z' b OV i•••�E•• .1PV S I � —S — — �� p •I° �' � QUO G�O� 'k3 co S ��`d — S:— — — S— `�•- _- - - - - - -S - ]� - S- � m z I LOT 8 ONAL - - - -S M S I m KEY MAP I I LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 W I LOT 1 N . T. J. LOT 5 LOT 6 I m ► NOTES LOT 3 LOT 4 II m , I 2 r2 1.� ANY UTILITIES NEAR CONSTRUCTION AC.� TIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 0 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � Q W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c 5015 5015 W Q J > a. In o PROPOSED Q GRADE 5010 � � o � jo 5010 ~ 0 0_ cV N OD 0_ 0 0-� �—M7 II wOa. 0 0 a �'N 0�cN 8 Z Q O II 3 z oo z_?2 >—°.-° $o z 5005 - z PVC 5005 0 4" PVC Z 4" PVC ao b—m EXISTING M N GRADE qn 5000 5000 v v v v m m c �} LLo cn m Of CV m —� ~Nm 49954995 `o °° am-rn oo.0) arb-o , b -oL -� z � L o0 � oo - NaXO o0 —cp Cj — N � M O tGO —t0 �t N_ a O N X::: O ,q nN — O Oa — 0 O � d— r + oa + oa re) + r-i0OVc-+ oo + o � + o - 0 + 0 o -+ 0 � + o �_+ o '*-+ o oa O po po —po po o o I,) o �_r7o o o p — 0 LD u7Lnr LC) LnNLnNN—r In w aw w-� W � oO—mo � o _Fo � o �- o0o0- o c � P0 0o ¢ o0-moo-I- o 04990 N - � -nl � IW-c no -c -cn � = 4990n n n 9+50 10+00 11+00 12+00 13+00 14+00 15+00 TST, INC. CONSULTING ENGINEERS Z 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 144 of 224 N Z 0 1 —22 z O 0 U) w LU LOT 1 E I 9 IRR-05 II o I w ti!� TRACT N � LOT 13 0 0 ;': f ?:., TRACT U �Lr o M J LOT 28 p. LOT 14 (n� m LOT 27 f. STA. 12+62.03 LOT 15 Una wL-27 r 6"x4" Tee 12 LF 6" PVC DRAWN 1-4" GTV (SE) BRB LOT 26 ,.s` a " LOT 16 (n 1-6 GTV (NW) _ CHECKED STA. 22+72.47 I I LOT 25 �# --� DAP DESIGNED BRB 6" Plug n �A ST-07 g — — — — — — — — —— - ' r �— �,X� IRR-21 FILENAME - - - - - - - - - - - - 80 LF 6" PVC STA. 10+95.81 sr-3c r 6" Plug 4" PVC 10+00—IRR-21 1o+ss 253 LF _ E 0009_IRRIGATION 112+00 STA. 10+00.00 STA. 10+80.78 ®LOCK 8T 24 00 11+00 1 1 6"x4" Tee _ �m° 1 �Ibl p,DO On " - STA. 12+75.59 -1-4 GTV (W) -- - n STA. 10+00.00 " �9.,,RE 6 45' Bend -- - - 1-6" GTV (S) m " 6"x4" Tee LOT 9 V�. QUO GAO STA. 12+82.90 ?� u)1-4 GTV (NW) LOT 12 LOT 11 LOT 10 PQ 0 1-6" GTV (NE) LOT 15 LOT 14 LOT 13 LOT 16 ��G D�S� of N GIDDINGS RD STA. 10+00.00 _ LOT 17 Lo cn LOT 21 S S S _ _S S_ �o S�ONAL ECG\ �- S S KEY MAP fiUCn LOT 20 60, — — — — — — — — — — — — — — I < °' 1 Y ♦ 1 ♦ S. � . � _ Row v a _ _ - - NOTES LOT 19 � � 9 I LOT 8 LOT 17 I a I 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. j Cf) LOT 18 LOT 18 (0) I� LOT 7 4 LOT 1 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A a — — _ - 3 j' I MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL Z OTHER EXISTING UTILITIES. 5010 5010 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � Q PROPOSED on W GRADE 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D 5005 5005 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a 5005 dip 1 5005 Q m: J EXISTING > a GRADE PROPOSED 5000 - - - - _ 5000 5000 5000 4" GRADE PVC o z O CV O a. EXISTING 'Z GRADE 4995 a) 4995 0 4995 _ 4995 0 Z 00 6" PVC m m � ?_ m m m > o 4990 0 N °°-,� °° M rn m_co m4990 4990 _—o o) � to t 4990 0 7 X � -� rn u=N 00 d- L6 00 qt-N � -_4 O a u--6Co x ao + rn co + O �=+ tee + � io + rn io=+ 0) � =+ CD — 0Cn NO _+ O =NO NO Nrn co—NO to + O O+ v— 00 + � � N � Lo � � � � N � � N=mod- —_� u7 2 — N a � oo� a 4985 c~no� = U) F-- (~n � >-C/ o� = Now =-(nF-- -NF_ 4985 4985 I _ 1 N co 4985 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet VERT: 1"=5' 145 of 224 N IRR-23 Z 0 z it O 0 (n w VLLJ I LUI J/ � I 5� i I 5 g LOT 19 I / Iw- ov�d. Q +0, 6� o s - - - - -i IRR-24 r' 62 LF 8" PVC * DRAWN `. ;, . .. BRB P" STA. 1 0+62.00 CHECKED 8"x8" Tee DAP 2-8" GTV (NW)(SW) DESIGNED TR STA. 12+27.52 BRB r s I o - - - - - - _ _ _ _ Ug 0 6" Plug FILENAME 0 STA. 10+6613 00 09-IRRIGATIONSTA. 10+00. °+ ti 10+66 I 10+00 p,DO L/ 8" Plug �.......,C - - — - - STA. 10+00.00 STA. 10+06.95 a �; G PQQ 'VGi » » 6 x6 Tee N GIDDINGS RD » 2-6 GTV (N)(W) STA. 17+31.54 10+00 I 6 KEY MAP 1 Y a ♦ T. S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I NOTES I I o� 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J Z 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT Q 0 COLLINS WATERLINES. In Q 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D co 5015 5015 5005 5005 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. c LU PROPOSED PROPOSED GRADE GRADE Q > a. In 5010 5010 5000 - 5000 Q EXISTING F— F- --,/�E GRADE Z O EXISTING GRADE O 6" PVC 5005 5005 4995 - 4995 0 �n leof Z �n 5000 5000 4990 4990 > � mo w0 ;n 00 > CL 0— ~ m m m Z m m m m O MM—w 04— 0 m m I� 4995 -rn I� � -� - N N > 4995 4985 -cc n - rn _o -0 4985 r7 tp m—O r O N —N —� 00 —Q OO LO .- o� O u7 x N � 4—ui L rn � 0 -O.N O = II— II —N —N ao _OLnaUj N Ln —N CV d' Cy Ln co O _�.CO O rn > j O —Lf) c0 —CO (0 a 0 Cep O 0 p tp—d o co O o co 0 p 0 �0.M 00 M 00 Z—- Z 0) 0p-0 0) m-0 m m o -� o o -r o �- -�.Ln o r o ��I v~i —N 0 1 — = 4980 4990 N ~ _ �- -cn cn � ��n cc 4990 4980 ao-cn I— (n 9+00 10+00 11+00 11+50 9+00 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 146 of 224 VERT: 1"=5' N 80' ROW (MIN.) 10' PKWY 38' ROADWAY 10' PKWY 5' 6' MID.) (MIN.) 6' 5' WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) TRAVEL_�r TRAVEL zo C/) � z o N cn w SEE SHEET 158 MINOR COLLECTOR w I I N.T.L P PC PT \ �9+53.'913i-'NPI , PT 10+05.93 10+09.86 4999.35 9+69.93 10+00.00 4999.55 1 PT 4999.41�,,, F 4999.58 4999.51 9+25.79 �� s+ss o� _ Pc /F - PC4998.98 _ 10+17.031 _ 12+12.70- PC 4999.57 I 4999.45 - - � -4I BP 4998.96 -- I 110+20.95- ---- -- - -1--4+98.12 I BP 4999.41 Q 4993.52 \ 9+17.93 - I_ - - FUTURE ROADWAY SHO •- o 4998.87 9 8.87 11 9+18 - = 10+00� �� FOR REFERENCE ONLY + I ITT 1�0 11+00 12+0TtlS m ,5+00 6+00 \ 7+00 8+00 9+00 ! ! 10+00 j( I -PT � 11+00 � DRAWN = BP__ 10+20.95 -___-- BRB \ �10+00.00 4999.41 1--- - - \ _ 4999.58 11l_ PC _ _ _ _ PC CHECKED - 7- PCI 10+17.03 12+12.70--/ DAP �10+05.93 4999.45 4998.42 DESIGNED 4999.55 PT BRB \ _ 10+09.86 \ I 499 9.51 ` FILENAME SEE SHEET 158 GOODHEART DR 0009_STREET P&P P,00 Lac 5005 5005 pp�� pRE••' �p.�\ GOODHEART DR - LFL KEY MAP -EXISTING- PROPOSED ^ I ♦ T• C• -0.9 Q�� p�G ��• �� 0:6 -GRADE I V I J F GRADE ••••••••�G� 5000 1.55% -0.50z - - - - - .0 5000 S�ONAU 1.30% - 0.5076_ - 0.5096 -0.55% --0,52X STA = 9+17.93 - - ELEV = 4998.87 STA = 10+89.70 4JJ STA = 9+23.86 ELEV = 4999.07 ELEV = 4998.96 4995 STA = 9+53.93 1 4995 ELEV = 4999.35 STA -- 10+00.00 STA = 11+58.92 ] 1 ELEV = 4999.58 ELEV = 4998.69 - STA = 10+05.88 ELEV = 4999.55 - STA = 10+20.95 STA = 11+94.12 4990 ELEV = 4999.41 ELEV = 4998.50 4990 8+50 9+00 10+00 11+00 12+00 LEGEND CD 5010 5010 Z W PROPOSED CONCRETE O J GOODHEART DR - CL " ' - LL HIGH POINT ELEV = 4999.93 PROPOSED PAVERS CO O - HIGH POINT STA = 10+43.46 PVI STA = 10+14.16 > 5005 Ni PVI ELEV = 5000.18 +� 5005 PVI STA = 8+29.50 ,� ,LO A.D. - -2.16% 0 rn Q 0 PVI ELEV = 4997.21 of c6 +rn K = 55.55 NOTES. m o A.D. = 0.49% 00 rn 0'`} 120.00' VC - 6 e J Ul ,� +rn 00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL ad ri m K = 242.73 ao iii w w w RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED rn rn 120.00' VC >> - ^� cmi� mm I TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. Z 5000 II n w W 5000 a s a > I - - -- - 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a 1.61X W - r ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT - - PROPOSED SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER - - - N GRADE AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a 4995 4995 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK - 1.11% - - - - - - ~ -- IK-EXISTING7 EGINNING OF PHASED IMPROVEMENTS TRAFFIC ON ALL SUBDIVISION ROADS. z W W - - - GRADE STA; 9+54.20 MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: cr ASPHALT PAVEMENT AGGREGATE BASE 4990 4990 THICKNESS(IN) THICKNESS(IN) co LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 4985 - - - 4985 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5005 5005 - RFL 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. GQODHEA�T DR PROPOSED EXISTING 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, GRADE GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF -0.90% SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 5000 0.50X- _ - - - - 5000 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. - --0.50X 0.55X STA = 10+00.00 _ _- ELEV = 4999.58 STA = 10+89.70- STA = 10+05.88 -ELEV = 4999.07 STA = 11+58.92 ELEV = 4999.55 ELEV = 4998.69 4995 STA = 10+20.95 --o.5ox 4995 ELEV = 4999.41 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 4990 4990 JOB NO. 1230.0009.00 9+00 10+00 11+00 12+00 SCALE H: 1"=50' V: 1"=5' DATE 50 0 50 100 SEPTEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT. 1"=5' 148 Of 224 80' ROW (MIN.) N SEE SHEET 164 10' PKWY 10' PKWY PT PC PRC PRC I y (np.) 38 ROADWAY (MIN.) 6' 5' 15+47.48 i 1 5 6 14+69.91 15+42.04 15+43.71 WALK BIKE 8' 8' BIKE WALK 4999.80 4999.87, 4999.87 4999.85 - PR C \ i (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) 14+68.97 P7 PT 11' 11' 15+18.17 15+51.37 � �PC �.., TRAVEL TRAVEL PRC 4999.79': 4999.99 4999.80 - 17+48.12 i z 14+62.19 � . �\ - 9_' " >.75 998 73 oPC PT 4984999.73 PC 15+58.52 PT zPC 499 .71�15+02.11 . 1 +52. 014+59.00 PT P4999.99 PCC 3C 4998.80 16+31 17+ 7.1s MINOR COLLECTOR 4999.70 9 15+62.50_ 99 w 9PT .2 Krs . EP. + . w14+4915 18+22.56 4999.60, s PT 17+0 ,� .7 7 � 4999.51 Pcc% 16+52.18-1 GOOD c�d \ 14+45.84 - \ / i��5k°° 16+00 4999.77 17+00 +00 '•+; 4999.57 II T:• PCEP o -PT 17+07.11 �- 17+28.71 16+06.07`_= 4998.71-_ - j 4998.77 4999.27 - _17+11.04 Q 17+22.02 � / �_ - - - 4998.73 4998.80 0 17+18.04 e\ / '4998.78 END OF ROADWAY IMPROVEMENTS °° �\' PC / AT STATIONING 14+94.54' WITH I ' 1 I I , °' 12+12.70, Xo° Wyk°° PHASE D. THE REST OF ROADWAY 11 FI DRAWN 4998.41 Pc ,1� % DESIGN AND IMPROVEMENTS SHOWN I �� BRB 4999 o34 FOR REFERENCE ONLY i/ GOODHEART DR CHECKED DAP � DESIGNED x,, A / BRB 86-. \/ /: OPQV N xo / N / I FILENAME / 16 F� i y` I� 0009_STREET P&P PC A0 PC i r10+17.03 J'0 �� \z 12+12.70 _ 0 4999.45 F �Iq 4998.42 \ E 0 L PT F > // I I I O p.D /C � •. �. /1 sss� rl o•• •o.... �P KEY MAP�j Q ��o N . T. S. ,�Fo � / ,' � III fz �° •.....• � S/ONAL E� 5010 5010 GOODHEART DR - LFL 5005 INTERSECTION WITH 5005 COORESPONDS MOUNTAIN WILLOW WY WITH CL CREST EXISTING VERTICAL CURVE GRADE _ -0.25% -0.50% -1.28% -0.25% 0 98% - -0.50% PROPOSED 5000 - - _ 0.59X - - GRADE 5000 0.54X _ -0.53% -0.557�_0.63%_ -0.55% -0.52% -0.50% 0.50X - - -- - - - - STA = 14+45.84 - - _ STA = 12+81.02 - ELEV = 4999.57--- - STA = 164999.2 ELEV = 4999.27 LEGEND ELEV 4998.69 STA = 14+68.97 - STA = 15+71.31 STA = 12+19.12 ELEV = 4999.79 - -ELEV = 4999.61 STA = 17+37.1 1 z W ELEV = 4998.71 J - 4995 ELEV = 4998.38 -STA 15+62.50 - - - - - _ I - 4995 PROPOSED CONCRETE f. STA = 15+02.11 ELEV = 4999.65 STA = 17+52.10 STA = 11+94.12 ELEV = 4999.99 ELEV = 4998.80 - ELEV = 4998.50 I I - = STA = 15+10.91 -STA = 15+47.48 -1- -STA 11+58.92 PROPOSED PAVERS �/� ELEV = 5000.01 ELEV = 4999.85 - STA = 17+58.12- �+/ O ELEV = 4998.69 ELEV = 4998.77 STA = 15+18.17 4990 t ELEV = 4999.99 4990 NOTES: 0 0 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W O� GOODHEART DR - CL - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO -- COQ z ro HIGH POINT ELEV = 5000.27 �, 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a = J -LOW POINT ELEV = 4999.03-- ,.� n a HIGH POINT STA = 15+34.4s N ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT � -LOW POINT STA = 12+52.17 ^ vir a'r 5005 5005 = PVI STA = 12+52.17 - C +o PVI STA = 15000.33 mo SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER a. m T �i + PVI ELEV = 5000.42 +O +rn PVI ELEV = .11% 6 - �, o AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT +� A.D. = 1.11% - M� �m A.D. _ -1.10% �m * - K = 108.57 - =d iii w K = 99.76 6�i SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK 05 110.00 VC c c� 0CJ 120.00 VC viw » - �» TRAFFIC ON ALL SUBDIVISION ROADS. w mlm wlw PROPOSED 5000 _ ' - - wlw - GRADE 2.62X 5000 MINIMUM ALLOWABLE PAVEMENT SECTION PER O W - - - - - - - - o.55X _ -0.55% PRELIMINARY GEOTECHNICAL REPORT BY EEC: cr - - - -- _ STA = 18+01.2771 ASPHALT PAVEMENT AGGREGATE BASE -- - - - _ - - ELEV = 4998.95 THICKNESS(IN) THICKNESS(IN) co EXISTING - --STA 18+22.56 /LOCAL CONNECTOR COMMERCIAL 5.5 11.0 4995 GRADE - - - _ _ ELEV = 4999.51 4995 MINOR COLLECTOR 5.5 7.0 END OF ROADWAY IMPROVEMENTS _ - - - AT STATIONING 14+94.54' WITH PHASE D. THE REST OF THE 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED ROADWAY DESIGN AND IMPROVEMENTS TO THE CITY OF FORT COLLINS PRIOR TO PAVING. SHOWN FOR REFERENCE ONLY. 4990 4990 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5010 5010 GOODHEART DR - RFL 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING HIGH POINT ELEV = 4999.76 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. HIGH POINT STA = 14+91.89 N 5005 06 C+PVI STA = 14+91.69 L6 Cp 5005 +rn PVI ELEV = 4999.91 +rn �rn A.D. _ -1.14% Un rn � - K = 93.88 - d- EXISTING w 107.04' VC Gi w r. GRADE m m w w INC. TST- - - - _ I I -GRADESED CONSULTING ENGINEERS 5000 5000 Whalers748 ai -0.50% 50X 0.52X - _ -0.57X - - - --0.57% = -0.55 0.63% -0.55% Suite 200 Fort Collins o. % Colo ado80 25 - - - - STA = 16+06.07 STA = 17+07.11- Phone: 970.226.0557 STA = 12+76.83 ' -ELEV = 4999.27- ELEV = 4998.71- JOB NO. ELEV = 4998.69 - STA = 17+22.02 1230.0009.00 4995 STA = 12+43.73 ELEV = 4998.80 4995 SCALE ELEV = 4998.51 - -STA = 12+18.73 STA = 17+28.71- H: 1„=50, V: 1„=5, ELEV = 4998.39 ELEV = 4998.77 DATE - STA = 11+58.92 50 0 50 100 SEPTEMBER 2024 ELEV = 4998.69 4990 - - j 4990 scale HO RIT. 1"=50' feet SHEET 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 �49 of 224 102' ROW (MIN.) N 10' PKWY 20' ROADWAYS �-20' ROADWAY 10' PKWY 5' (TYP.) I I (MIN.) 5' WALK 8' WALK 8' (MIN.) PARKING 12' 32' 12' PARKING (MIN.) TRAVEL MEDIAN TRAVEL z 0 1= U) 9 z PAIRED ONE-WAY LOCAL (MERGED PAIRO o w KTA W /! SEE SHEET 159 PC �J:.� ,: 10+81.96i/Al PT _ 5000.90 PT' 10+85.89 m I:' �. 1. �10+76.03- 5000.85 00 rn PI 5000.87: PC 6 � I 10+46.02 u 0\ PT 1 5000.72� PC.]:` 10+93.06 \ 10+00.95 10+75.09 5000.78 - 5000.33. PI l 5000.86,. PT \ x I I 10+30.02:: 10+96.99' .'.:`:::> BP 5000.64 o 10+00.00, 1 5000.74 5000.32; ; ? - 11+00 12+00 \ IIII 10+00 > i iilii l illlilis , i ICI - MONTAVA AVE °' \ " MONTAVA AVE I it _ 1, I � I�/1 I _ DRAWN 5+00 6+00 7+00 8+00 i i l 0 +a I III ! li Iillglyl 10 00 _ 11+00 BRB iilll ' I III110+00 VJCHECKED PHASE E SHOWN FOR � ;' Iil,ii ; ; ; iioiil;_ �� -11+0o DAP,• (/W' REFERENCE ONLY IIIli1 DESIGNED .�PT `12+00 BRB 5000.32 5000.86 }- - - -FT 5000.74 FILENAME PT 10+76.03 PC 10+00.95 5000.87 10+93.06 0009_STREET P&P 5000.33 \ 5000.78 Illllil / I PI � � /j ��, I I PT �10+3002. I PI PC 10+85.89 / DO L/c I41 /t 5000.722 000.906 5000.85 / RE SEE SHEET 158 5005 5005 KEY MAP •.....• M ON TAVA AVE - LFL = N . T. S. EXISTING /ONAL E GRADE _ - -0.50% 1.07X- -1.05% -0.50X� _ 5000 - - 5000 STA = 10+30.02 - ELEV = 5000.64 V_ STA = 10+81.96 4995 0. M ELEV = 5000.90 -a- c 4995 �o 0 0 PROPOSED +- [h 0+ 'n GRADE p II - II d 4990 w w 4990 LEGEND co 4985 - 4985 Z LU J PROPOSED CONCRETE 9+50 10+00 11+00 11+50 LL PROPOSED PAVERS CIOO 5015 5015 M ON TAVA AVE - CL NOTES: o o 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL m W Old RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5010 LOW POINT ELEV = 5000.73 5010 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO CO Z LOW POINT STA = 7+05.96 HIGH POINT ELEV = 5001.59 Q Pm STA = 7+02.49 HIGH POINT ELEV = 5001.04- LOW POINT ELEV = 5000.69- HIGH POINT STA = 10+49.70- Q PM ELEV = 5000.58 HIGH POINT STA = 8+00.72- LOW POINT STA = 8+99.25_= PM STA = 10+3s.500 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q A.D. = 1.29% I ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J o K = 69.69 rn,� CO o- PM STA = 8+00.88 _�o o PM STA = 9+11.80 0, O oo PVI ELEV = 5001.79 > a. so.00' vc "t00 000' PVI ELEV = 5001.17 -000, o00o PVI ELEV = 5000.51 aqo o; A.D. _ -1.66% SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 6 r6 ''6- A.D. _ -1.20% d -6 A.D. = 1.60% �o K = 60.08 +o AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5005 40 40 +0 +o- K = 75.26 -+0 +0 K = 62.42 +0 rn0 100.00' VC �0 5005 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK PROPOSED r-'o- r-0- 90.00' VC -00 LO-00`n- 100.00' VC 0 0- GRADE �,;,; N,;;- -N,;; vil�i � �� _ TRAFFIC ON ALL SUBDIVISION ROADS. Z W M M M M M M M » m m ''"''W m m W W m m WIW MINIMUM ALLOWABLE PAVEMENT SECTION PER O W l - PRELIMINARY GEOTECHNICAL REPORT BY EEC: 5000 5000 ASPHALT PAVEMENT AGGREGATE BASE - 0.60X -0.60X - 1.00% -0..66X THICKNESS(IN) THICKNESS(IN) C0 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 _ - BEGINNING OF PHASE D IMPROVEMENTS MINOR COLLECTOR 5.5 7.0 a -o EXISTING STA; 9+65.00 4995 0 � GRADE 4995 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED u-- II TO THE CITY OF FORT COLLINS PRIOR TO PAVING. a N--w 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 4990 - - 4990 TO A MINIMUM OF 95% PROCTOR DENSITY. 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5005 5005 EXISTING- M ON TAVA AVE - R FL 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF -1.o7X SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PROPOSED - - - -p,50X- - PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5000 GRADE -1.0596 -0.5 • 5000 7. CENTERLINE PROFILE OF MONTAVA AVE WITHIN THE CENTER MEDIAN ISLANDS IS NOT INDICATIVE OF FINSHED STA = 10+30.02 _ GRADE. REFER TO GRADING PLANS FOR SPOT ELEV = 5000.64 ro V_ ELEVATIONS. TST, INC. 4995 0 - 4995 CONSULTING ENGINEERS 748 Whalers Way o 6 0 c STA = 10+81.96 0+ Suite 200 Fort Collins =-�a ELEV = 5000.90 I � Colorado 80525 II _ II STA = 10+96.99- Phone: 970.226.0557 ELEV = 5000.74 JOB NO. 1230.0009.00 4990 N -w 4990 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET 4985 4985 scale HORIZ: 1"=50' feet ��O �f 224 9+50 10+00 11+00 11+50 VERT: 1"=5' 102' ROW (MIN.) N 10' PKWY 20' ROADWAYS �-20' ROADWAY 10' PKWY 5' (TYP.) I I (MIN.) 5' WALK 8' WALK 8' (MIN.) PARKING 12' 32' 12' PARKING (MIN.) TRAVEL MEDIAN TRAVEL z 0 U) 9 z PAIRED ONE-WAY LOCAL (MERGED PAIR) o w SEE SHEET 163 KTA > Ld 15+58.07 I I I I I PT 5001.28 1 ' PT PT 6+40.03 PC PT"---PC 15+52.14 PT,•.. PT 13+14.87 13+27.73 5001.23 15+59.02 16+34.10 5001.84 I 18+31.44 18+44.30 PT PC 5001.24 5001.30 PT PI 5001.29 1001'�81 PT PC 5003.16 5003.23 PT 1000.85 13+10.94 " 4 " 18+27.51 18+48.22 5000.85 i � 13+31.66 15+48.21 pl PC 16+43.96 5001.19 5001.27 5001.17 �I 16+33.15 5001.86 5003.11 I 5003.25 C PT PC I I PT I 1 5008.58 5001.81 PC PT PC MONTAVA AVE +93.06 J 13+03.77 13+38.83 15+41.04 ��` "� 18+20.34 18+55.40 w 5001.1p1C I ,IPT01.21 • .;. 'III i,ll� L001.OPC, 50010668 I= 5 01 903 I. 000.78 3. 3.2 - � ,. _ _. o - _ - _4� +96.99 2 99.85' F .. .. 16 18 016.41'`. . i, 500 8 Q T iL PT J I� 1 + 13+42.76�. I� --- ,�� 15000.98,. : I 50015926~' �.5002.95 `� 5003.302 0.74 5001.07 5001.18 , QrMONTAVA 12+00 13+0 14+00 15+0� 17+00 18+00 dRASED N AVE El�l I 1 11 RAISED CROSSWALK DRAWN SEE SHEET 224 BRB CHECKED 12+00 13+00 14+00 15+00 16+00 17+00 18+00 DAP 16±00 13+00 MONTAVA AVE 17+00 \18+00 DESIGNED BRB of PT C 12+00 PC PT 14+0o pC PT - PC -PT 10+96.99. ""�� R . . -.:12+99.85 - -- 16+55.06 18+16.41 : 18+59.32 FILENAME ;: 1 5001.1 75. 15+37.11� 1 04 08 .•: _ 001.66 • " r. . ` 5001.92 '  5002.95� ` - 5003.30 0009_STREET P&P 5PC0.74 500 P07 I 15PC1.18 . I 'III Iljf r 5000.98' PI i� i ,,. �10+93.06 13+03.77 13+38.83 04 15+8 .08 PC - PT PC � � 15+41.04 .• � 5001. ��I 5001.9031 � 18+20.34 18+55.40 5000.78 5001.11 5001.21 15001;05 PT P I 5003.01 \�l 003.28 . F 0 r ••....••PT PC PT L PC 15 59.0216+33P15 PT PC J PT D�P� . 10+85.89 13+10.94 PT_ _ 13+31.66 L 15+48.21 50 1.29 16+43.96 18. 27 8+48.22 •' RE 5000.85 5001.19 13+14.87 PC 5001.27 5001.17 PC 5001.81 PT I I 5001.86 5003.11 PT PC 5003.25 Vim. 96 �. PT PC i 18+31.44 18+44.30 Q� G� 0 5001.24 5001.3 73 I I I I 11 5001.23 500 .28 7 5001.81 0 �I I � III 003.16 I 5001.30 16+40.03 5003.23 � � � � � m 5001.84 KEY MAP • SEE SHEET 164 � 5010 5010 N . T. S. - MONTAVA AVE - LFL S�ONAL E� INTERSECTION WITH MOUNTAIN WILLOW WY 5005 5005 1.12% PROPOSED 0.50% 0.52% -0 78% 1.28% -GRADE 1.40% STA = 11+87.49 0.5096 0.83%= 0.93% -0.82% 1'70%- -0.78% 0.55% N - ELEV = 5000.28 0.50% 0'78% 0.50% 61 0.60% - 0.74% 0.61% 1.00% - - -STA = 16+92.91 STA = 18+16.41 - - - 0.50% -0,50%- - - STA = 15+88.08 - ELEV = 5002.27 ELEV = 5002.95 5000 5000 - -0•so% - - - - - - ELEV = 5001.5. 1 - +1751.44 - -STA = 13+42.76 ELEV =155001 28 STA = 16+67.91 ELEV = 1 5003.16 STA = 12+09.00 _ ELEV = 5002.08 ELEV = +09.00 ELEV = 5001.18- - - STA = 15+52.14 STA = 16+55.06 STA = 12+34.00 - -STA = 13+27.73 - ELEV = 5001.23 ELE = 5001.92 ELEV = 5000.54 = ELEV = 5001.30 _ -STA = 15+37.11 STA = 12+45.84 STA = 13+14.87 ,,� _ - - _ELEV = 5000.98 4995 ELEV = 5000.64 ELEV = 5001.24 to o STA = 15+24.67 4995 STA = 12+69.01 o EXISTING ELEV = 50100.85 �n -ELEV = 5000.88 GRADE CO STA = 12+94.01 II STA = 14+99.67 LEGEND II ELEV = 5000.73 ELEV = 5001.04- > Z STA = 12+99.85 -W - PROPOSED CONCRETE `r .' O J 4990 ELEV = 5001.07 - - - 4990 LL 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 PROPOSED PAVERS co O 5015 5015 Q o NOTES: M ON TAVA AVE - CL 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL m W Od RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z LOW POINT ELEV = 5001.21 - CID Q Q 5010 LOW POINT STA = 11+46.57 HIGH POINT ELEV = 5001.99t7 LOW POINT ELEV = 5001.50 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL PVI STA = 11+54.92 - _ HIGH POINT STA = 12+90.88 LOW POINT STA = 14+19.34 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J - PM ELEV = 5001.02 - PVI STA = 12+78.09 PVI STA = 14+27.99 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER A.D. = 1.59% a o PVI ELEV = 5002.16 0 PVI ELEV = 5001.34 a' > a. rn in K = 62.87 ao n A.D. _ -1.48% 00 n A.D. = 1.33% °' AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT o 100.00' VC o +o K = 67.65 +0 ►� K = 75.19 r - +o +o a o 100.00' VC `)n M o 100.00' VC oo PROPOSED SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK 5005 -n � -m = �'O GRADE _ 5005 TRAFFIC ON ALL SUBDIVISION ROADS. Z W v3 ui » » Lu 0.78% 0.778% .- MINIMUM ALLOWABLE PAVEMENT SECTION PER m m wIw mIm w w m m w w 1.28% - 0.55% I I - � PRELIMINARY GEOTECHNICAL REPORT BY EEC: 0 93% 0,78% STA = 17+63.93 -0.55 ELEV = 5003.80 A THICKNESS(N ENT THICKNESS IN STA = 15+90.43 STA = 16+40.43 i 5000 - _ ELEV = 5002.61 ELEV = 5003.12 ELEV = 1 5004.00 5000 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 _ STA = 16+15.43- STA = 18+13.93 MINOR COLLECTOR 5.5 7.0 _ - - ELEV = 5002.93 ELEV = 5004.32 _ _ - STA = 18+38.93 ELEV = 5004.51 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 4995 - - - - - - - - - - EXISTING 4995 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. GRADE 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS - NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 4990 4990 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF MONTAVA AVE - RFL SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING INTERSECTION WITH PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. MOUNTAIN WILLOW WY 7. CENTERLINE PROFILE OF MONTAVA AVE WITHIN THE 5005 PROPOSED - 5005 CENTER MEDIAN ISLANDS IS NOT INDICATIVE OF FINSHED -0.82%- 0.78% GRADE- 1.40% 0.50%_ GRADE. REFER TO GRADING PLANS FOR SPOT ELEV = 15 00.8 _ 1.12%-0.50% 1,70% 1.28% - ELEVATIONS. TST INC. 0.52%-- 0.78% 0.50% -0.78%- - 0.55% , 0.83% CONSULTING ENGINEERS - - _ - - - 0.50% _ 0.61% 1.00% STA = 16+92.91 -0.50% -0.60% - 0.93% O'7496 -0.50% 0.50% ELEV = 5002.27 _ 5000 - - - It- N. -STA = 16+67.91 5000 748 Whalers Way Suite 200 Fort Collins STA = 12+09.00 _ ELEV = 5002.08 Colorado 80525 ELEV = 5000.39 - STA = 12+34.00 -- STA = 16+55.06 Phone: 970.226.0557 -STA = 13+42.75 ELEV = 5001.92 _ JOB N0. ELEV = 5000.54 ELEV = 5001.18 STA = 15+88.08 1230.0009.00 STA = 12+45.84 _ _ ELEV =_ 5001.58- ELEV = 5000.64 STA = 13+27.73 SCALE „ , „ , 4995 - - ELEV = 5001.30 c n _ � - - - - - STA = 15+58.07 EXISTING- 4995 H: 1 =50 V: 1 =5 STA = 12+69.01 o ELEV = 5001.28 GRADE ELEV = 5000.85 - - -co c STA = 15+52.14 DATE STA = 12+94.01 _ �. ELEV = 5001.23 SEPTEMBER 2024 ELEV = 5001.04 _ STA = 12+99.85 - - II - II STA = 15+37.11 _ = STA = 18+16.41 ELEV = 5001.07 ELEV = 5000.98 - ELEV = 5002.95 50 0 50 100 SHEET STA = 13+14.87 t W STA = 14+99.67 _ STA = 15+24.67 _ STA = 18+31.44 scale HORIZ: 1"=50' feet ELEV 151 of 224 4990 ELEV = 5001.24 ELEV = 5000.73 ELEV�5000.88 ELEV = 5003.16 4990 VERT: 1"=5' 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 102' ROW (MIN.) 10' PKWY �20' ROADWAY -20' ROADWAY�� 10' PKWY 5' (TYP.) � I I (MIN.) 5# WALK 81 8' WALK (MIN.) PARKING 12' 32' 12' PARKING (MIN.) TRAVEL MEDIAN TRAVEL 0 U) 9= z 0 PAIRED ONE-WAY LOCAL (MERGED PAIFO U5 KT.a > L]i 1% PC MONTAVA AVE 18+44.30 �,j 5003.23 PT 8+48 2 5 003 ` \ f 2 / p PROPOSED GRAVEL 11 L 18�+55.40 50 INFRASTRUCTURE < PT ilk TURNAROUND` FUTURE 03.28 jjL EP L SHOWN C WAY ONLY 18+59.3 5003.30 5005.27 Ile (n 19+00 20+00 21+00 r e 3 b $ / -/ / .\. '�. /'. •' DRAWN RAISED CROSSWALK ---- 1Y.3 BRB SEE SHEET 224 ----MONTAVA A CHECKED EP DAP 18+00 19+00 20+00 p 22+00� 23+00 23+65.55 DESIGNED 9+00 9+ 5005.01 BRB 7 FT /* 21+00 20 FILENAME i 5003.30 8+59.32 "0C Ep i 18+55.40 21+33.73., / �'- ' '/ �' / 5003.28 �IDO L/ 5005.27.� J] PT 18+48.22 v� PC 5003.25 18+44.30 ------------------------ 5003.23 OR \)p KEY MAP cc o. I ' ' �. _ I n:i: '_. _ / / N . T. S. ONAAVU- 5010 5010 = MONTAVA AVE LFL _PROPOSED 5005 GRADE 5005 OX- ---fl.28X- -0.68% -0.5 0.78X 1.40X - STA 21+21.34 I STA 18+97.18 ELEV 5003.66 STA = 1 8+72.18 5000 ELEV = 5003.47 P, CN 5000 L--STA 18+59.32 EXISTING-/ ELEV 5003.30- - - - GRADE STA 18+31.44 - ELEV 5003.16- II II i -- STA 18+16.41 1 - �<- �i LEGEND 4995 -ELEV 5002.95 Cn w 4995 LU 18+00 19+00 20+00 21+00 22+00 PROPOSED CONCRETE j PROPOSED PAVERS LL CIO 0 5015 5015 > m 0 TAVA AVE C a 0 F I NOTES: HIGH POINT ELEV = 5006.26 0) HIGH POINT STA = 21+27.19 00)- 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL in C� PV1 STA 21+23.09 6q- LU od 10(0 PV1 ELEV 5006.45 00(0 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED D +0 +0 5010 -00 A.D. -1.28% 0 5010 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z -C14 LO K 93.83 LO CO 0 Cd 120.00' VC (n w 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL < X: J PROPOSED m I CO w I w ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT GRADE SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. -F1.28X I \\- - -- - -----e- z Z::��O.6 0 X�- I /-0.78X- 0.68X ------- AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5005 -------- 5005 SECTION SHALLFOR HEAVY-DUTY TRUCK ATRAFFIC ON ALL SUBDIVISION ROADS. %-STA 18+38.93- END OF ROADWAY - LU ELEV 5004.51 IMPROVEMENTS - - MINIMUM ALLOWABLE PAVEMENT SECTION PER LU WITH PHASED. PRELIMINARY GEOTECHNICAL REPORT BY EEC: 18+13.93 - ASPHALT PAVEMENT AGGREGATE BASE 5000 -ELEV 5004.32 5000 THICKNESS(IN) THICKRMSLINa co NG 0 0-GRADE -n-10- LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 4995 (on w 4995 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIXINCHES AND SHOULD BE COMPACTED 4990 4990 TO A MINIMUM OF 95% PROCTOR DENSITY. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5010 5010 ALL-WEATHER DRAINING SURFACE CAPABLE OF MONTAVA AVE RFL SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING t PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. PROPOSED . I/-GRAD-E - 7. CENTERLINE PROFILE OF MONTAVA AVE WITHIN THE 5005 ---rl.28X n.62%- 5005 CENTER MEDIAN ISLANDS IS NOT INDICATIVE OF FINSHED 0.50X-\ 0.68% GRADE. REFER TO GRADING PLANS FOR SPOT 0.78X 1.40X- STA = 21+21.34 ELEVATIONS. TST, INC. �-ELEV = 5005.20 CONSULTING ENGINEERS 18+97.181 ELEV 5003.66 748 Whalers Way L-STA 18+72.18 Suite 200 Fort Collins 5000 ELEV 5003.47 5000 Colorado Phone: 970.226.0557 STA 18+59.32 0 JOB NO. 0 -ELEV 5003.30� -EXISTING 1230.0009.00 STA 18+31.44 - GRADE ELEV 5003.16 SCALE H: 1"=50' V: 1"=5' 18+16.41 L-Ir'L, 4995 - ELEV = 5002.95 Cn w 4995 I I I DATE 18+00 19+00 20+00 21+00 22+00 SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet VERT: 1"=5' 152 of 224 SEE SHEET 159 SEE SHEU '166 60' ROW (MIN.) PT,-, PC 7' PKWY 7' PKWY 1 I I -T __ / 11+90.34 11+96.27 ' I- O (MIN.) PI5001.98 5002.02 36' ROADWAY12+2628 PC'. PT 5002.30 y PT ' I PT ? F.; 11+86.41 11+97.21 _ 5 5 o I I 10+09.86 � PC 12+82.16 WALK 8 8 WALK o �' S001.95 5001 92 5002.03 12+78 23 5002.62 (MIN.) PARKING 10' 10' PARKING (MIN.) + �!`.. PC , {-'� PT 5002.60 N"� I PC 10+17.03 I PC TRAVEL TRAVEL 10+05.93 5001.87 y \11+79.24 1 �PT 12+89.33 q 2.00' I 1PT "500181 12+72.30 5002.650 I I' BP :. J `10+20.95 PC `.., ,, - 5002.57 '-_PT r (n D_ i ! 11+75.31 - :' ' PC 12+93.26- z 10+00.00_ 5001.82 5002.00 ` '= - .- 5001.75 1 r--r 1.36 `.5002.67 CONNECTOR LOCAL o II PT- 11+00 j13+00 - ,1 soo:o0 10+00 _LONGWOOD DR r12+oo PI _ Kra w 5+00 6+00 7+00 8+00 9+00 _ _ BP 9+24 -_-10+00_ 10+00 �11+00 � ��12+00 �112+42.28 13+00 � �� 9+23.97 2+00 002.4 - PHASE ESHOWN FOR 15oo1.4s I - 1 5PT moo III ! PT i PI = \�P 11+00 1 PC I _� -i3+ooT1 77 5001 12+04.34 . <, REFERENCE ONLY s+53.s8 10+20.95-: y . .T, PT III 9+24.91 - (' 5001.82 - 5002.07 T 5001,50 5001.78 PC �� Y: 8 PT PC 12+75.62 T :. 12+60.59 PI :. .�.:.. T . .-11+93.24, 5002.45� LONGWOOD DR 9+69.98 -_' 10+17.03 � . .._ PC -•-� 5001.87 5001.89 5002.37 I a 5001.86 12+71.69 7 I . PC ,. . 0+09.86 �- I! ! I II PC I. PT 5002.43 Q i 9+99.05 12+64.52 0 I 15001.99 5001.95 / "' I 1 5002.39 5002.01 4 PC 5002.00 m SEE SHEET 159 DRAWN 5010 5010 BRB LONGWOOD DR - LFL - CHECKED DAP DESIGNED -0.67% INTERSECTION WITH NANNA LN BRB 5005 -0.50% PROGRADPOSED FILENAME E 1.28% 5005 -1.17% 0.61X 0.78X COORESPONDS --0.04%- -o.53X 0.93% 0.50% 0009_STREET P&P WITH CL CREST o.61% VERTICAL CURVE 0.05% -0.50X 1.56% 0.54% - 0.50% 0.61%-- - - 5000 _ 5000 STA = 10+00.00 _ KEY MAP ELEV = 5002.00 - ._EXISTING _ \ N N . I T . S. STA = 10+02.88- GRADE _ ELEV = 5002.00 4995 4995 STA = 10+05.93 ELEV = 5002.00 STA = 12+26.28 - STA = 11+05.40 _ELEV = 5002.30 - STA = 10+20.95 ELEV = 5001.37 , ELEV = 5001.82 STA = 11+48.41 STA = 12+35.61 4990 STA = 10+41.90 ELEV = 5001.58 ELEV =1 5002.35 4990 ELEV = 50011.72 STA = 11+75.31- STA = 12+42.28 STA = 10+58.41 ELEV = 5001.75 ELEV = 5002.40 - ELEV = 5001.61 STA = 11+90.34 STA = 12+78.23 ELEV = 5001.98 ELEV = 5002.60 STA = 10+80.40- I_ 4985 ELEV = 5001.49 STA ELEV = 15002.02 - ELEV = 15002.67 2+93.26 4985 9+00 10+00 11+00 12+00 13+00 5015 5015 LEGEND co LONGWOOD DR - CL Z W PROPOSED CONCRETE :f., O J - PROPOSED PAVERS LL c O 5010 HIGH POINT ELEV = 5002.33 LOW POINT ELEV = 5001.94 5010 LOW POINT ELEV = 5001.59 HIGH POINT STA = 10+40.88 LOW POINT STA = 11+40.52 LOW POINT STA = 9+08.58 - -PVI STA = 10+32.02 N1 -N I`PVI STA = 11+38.52 PVI STA = 9+21.05 ,� a co PVI ELEV = 5002.51 - o in rn PM ELEV = 5001.79- ,N o PVI ELEV = 5001.40 Q rn-o�o A.D. _ -1.67% �N-H N A.D. = 1.28% n 0 0 0 r A.D. = 1.60% o K = 53.92 +o +o K = 70.13 0D N NOTES. o i +o K = s2.54 0)o �0 so.00' vc 0-,� so.00' vc ± 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W od 5005 00`O 100.00, VC _ 5005 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED `!W N W N W N W N W TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z fnlil UU UU UU UU mm ww mm- WW mm WW- � - I mil 0.19% I I 0.61% 0.78%.- 'I 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a -1.10X -0.67X -0.60X 1.00% ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J 0. a. -PROPOSED SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 5000 - _ _ _ _ _ _ GRADE 5000 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT EXISTING STA 7+94.00 - / ELEV - 5002.44 BEGINNING OF � � SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK GRADE STA = 8+51.00 TRAFFIC ON ALL SUBDIVISION ROADS. o ELEV = 5001.82 ROADWAY W _ - IMPROVEMENTS STA = 12+67.82 - O W 0 0 ELEV = 5002.59 MINIMUM ALLOWABLE PAVEMENT SECTION PER + WITH PHASE D. ,� _ PRELIMINARY GEOTECHNICAL REPORT BY EEC: 4995 II 4995 -I ASPHALT PAVEMENT AGGREGATE BASE > STA = 12+92.82 N ELEV = 5002.78 THICKNESS(,INa THICKNESS(IN) co LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 4990 4990 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 5010 5010 TO A MINIMUM OF 95% PROCTOR DENSITY. COORESPONDS LONGWOOD DR - RFL 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. WITH CL CREST VERTICAL CURVE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, PROPOSED ALL-WEATHER DRAINING SURFACE CAPABLE OF 5005 0.12% -0.039E GRADE STA = 11+48.41 5005 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -1.17X ELEV = 5001.58 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. - -0.5096 - -. 0.53% 0.61% 1.28%- 0.99% _ -0.67% -0.50% 1.56% - -- 0.50% A 0.50% - 0.61 - F A STA = 9+23.97 _ 5000 ELEV = 5001.49 - 5000 STA = 9+53.98 - _ - - T�15 TST, INC. ELEV = 5001.78 - - - CONSULTING ENGINEERS STA = 9+94.98 STA = 11+89.31 Whalers Way ELEV = 5001.99 - ^ ELEV = 5001.83 Suite te 200 Fort Collins Colorado 80525 STA = 10+02.88 - STA = 12+04.34- 4995 ELEV = 5002.00 STA = 10+20.95- o 4995 Phone: 970.226.0557 0 o ELEV = 5002.07 EXISTING JOB NO. STA = 10+05.93 ELEV = 5001.82 ±- 'n STA = 12+27.02 GRADE 1230.0009.00 ELEV = 5002.00 STA = 10+41.90- _ ELEV = 5001.72 II_ II ELEV = 5002.21 STA = 10+58.41 Q > STA = 12+75.62 SCALER: 1"=50' V: 1"=5' ELEV = 5001.61 N W -ELEV = 5002.45 - ELEV =STA 1 5001.49 4990 DATE SEPTEMBER 2024 4990 8+50 9+00 10+00 11+00 12+00 13+00 50 0 50 100 SHEET scale HOR : 1"=5 feet 153 of 224 VERT: 1"=5' _ N SEE SHEET 166 SE SHEET 173 SEE SHEET 165 SFf Sow 176 PC 7' PKWY 60' ROW (MIN.) 7' PKWY Pl�20+61 96 1 (TYP.) (MIN.) PC s' 20+56.10 5005.59 _ -� `�'i:� � 36 ROADWAY �- 14+82.07 5005.62 \ 5' PC _ Jt PT •. 5 5002.56 f �- PC PC 11+96.27 ,,L. . - 16+79.62 PC I' ` , - WALK 8 8 WALK 5002.02 PI -- �l fii PT `: 15+64.03 20+52.18 MIN. PT 16+99.36 PARKING PARKING (MIN.) 12+26.28 F79 � 1- - . :`. 14+76.14 14+83.02 >, 5003.01 5003.92µ 5004.02 5005.64 (MIN.) 10 10 PT 5002.30 y 'PT '' 5002.53 5002.56 -� PC -= TRAVEL TRAVEL 11+97.21 PT /� 113+75.70 = PT PT5002.03 PC 12+82.16 PC PI PTl'` 15+67.96 17+03.29 ,...' 20+45.01 - z 12+78.23 5002.62 } :. 14+72.21 15+28.08 15+58.10 5003.03 5003.87 5004.04 s..: "t �' 5005.68 o r, 5002.60 PC 5002.47 5002.83` ,. PC PT = �- ' , PC - ~ 15+75.13 16+68.53 `. $' ;: 20+41.08 n i z 5002.98 PC PT 12+89.33 I' r - PT - pl PC 17+10.46 - `-- 12+72.30 5002.65 1'` 14+65.04 15+12.08 15+57.15 5003.07 5003.76 5004.08 �, 5005.70 - u; ;:. -- 5002.37 5002.75 5002.98 PT PC PC I PT o+p0 o 5002.57 CONNECTOR LOCAL -~• PC .. -12+93.26 �;� PC 15+79.06 _16+64.60 "� T J PT - = 18+57.77 -� 19+21.61 Z Kra > - . Ld , - 1 12+71.35 r 5002.67 v 4+61.11 0 5002.56 ��� ✓ 5002.32.' .: 5, 0 9. 5003.71I ' • .• 4 17+14.3 5 `4 :.5 0 0410 �'• 5005.04 . j13+ )0 -- _--14+00 - _ 16+00 5.00 18+00 . _�9+0° 6.00 2°�0of LONGWOOD DR 15+00 f _ 12+42.28 - LONGWOOD DR 17+00 � 3 PT 13+00 14+00 15+00 15+00 16+00 I 19+30.52� PC: 5002.40_ _ \ . 14+00 �� - -� _ r \1 +00 17+00 1 s+oo_\ 18+57.1 19+00 5005.70 f _ 05 41 �=20+49.9E, PT - _^r �.;.� 5005.04PT - 13+00 t ,-� 1 �1 s+oo t� PC. a+oo 19 12+04.34 - FITti 0+53 91 P 'PT 1 \ 2 T 5002.32 15+57.12 =PT 16+64.57 17+14.35 _,' PT .':�� 5005.68 12+75 62 15+79.02_ 5003.71 5004.10 PC I 19+30.52 -' � PT PT 5002.98 18+57.74 ' '• PC PC . 5002.45 w_ 5003.09 PT PC - - 5005.41 ) 20+61.09 0 12+60.59 ' .__.. PC T 1.'i 14+65.01 14+82.98 PT 5005.04 \ ;� T- ` 5002.5 15+58.07 PC 16+68.49 17+10.42 4 5002.37 -. 5002.37 12+71.69 15+75.09 5003.76 50104.08 PT 5002.43 pC p� 5002.98 'C I PFI.- I 5003.07 12+64.52 14+72.18�-I� 14+82.03 PC ! PT ` f 20+65.01� m PI PT 5005.62 41 5002.39 5002.47 ' 5002.56 16+75.66 PC 17+03.25 91 I I 15+28.05 15+67.92 5003.87 5004.04 \ PT 5002.83 5003.03 16+99.33 14+76.10 1 i `_-�I I I'll PT 5004.02 SEE SHEET 174 DRAWN i 5002.53 PI PC 16+79.59 II c BRB 15+12.05 15+64.00 CHECKED 5003.92 DAP 5002.75 5003.01 l -I I- iiii -If I _ -- ��� II I SEE SHEET 163 DESIGNED BRB FILENAME 5015 5015 HIGH POINT ELEV = 5003.02 0009_STREET P&P HIGH POINT STA = 13+45.73 LONGWOOD DR - LFL PVI STA = 13+40.18 PVI ELEV = 5003.28 A K 39.49 % WITH CL CREST p��•'pRE••' COORESPONDS 'p,� �c 5010 90.00' VC VERTICAL CURVE 5010 PQQ�p��G,��G� �o ui� - = KEY MAP 01 C-4 OD cV Q`O 04 o �i o PROPOSED -0.54% S •....• NCO INTERSECTION WITH F � -� �'� MOUNTAIN WILLOW WY vi L;i vi ui 1.41% -GRADE 0.55% 0.25A r' TONAL E 5005 0.54%-m m W W - 0.78%- - 0.50% 0.50% 0.50% 1.28% 0.55% 0.59% 5005 1.28% 1.43X STA = 19+95.75 - j0.50%� 1.28X -1.00% -0.50% - - -0.75% _ 0.78% 0.55% - -ELEV = 5005.82 - - -0.78X - - 0.50% _ - STA = 175004. -_STA = 18+57.77 STA = 20+11.51 - "� STA 12+93.26 STA = 15+12.08 _ -STA E 17+27.25 04 ELEV = 5005.04 ELEV = 5005.86 ELEV = 5002.67 ELEV = 5002.75- STA = 19+21.61 ELEV = 5004.26 5000 STA = 14+93.90 - - - - - - - - _ - - - ELEV = 5005.41 5000 STA = 14+01.01 ELEV = 5002.62 _ - STA = 17+14.38 _ _ - - - ELEV = 5002.67 _STA = 14+76.14 . - _ ELEV = 5004.10 - - ' ` - _ ELEV = 5002.53_ STA 116+79.62 EXGRADE STA = 20+41.08 STA 14+26.01 STA = 14+59.15- - . - STA = 16+64.60- ELEV = 5003.92 ELEV = 5005.70 ELEV = 5002.47-ELEV = 5002.31- STA = 15+79.05 ELEV = 5003.71 ELEV = 5003.09 STA = 12+78.23 STA = 14+61.11 STA = 15+91.91 STA = 16+16.91 - 4995 ELEV = 5002.60 ELEV = 5002.32 ELEV = 5003.25 ELEV = 5003.45 4995 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 LEGEND C0 Z JPROPOSED CONCRETE r;:' O 5015 5015 PROPOSED PAVERS � 0 LL LONGWOOD DR - CL - HIGH POINT ELEV = 5003.51 LOW POINT ELEV = 5002.86 NOTES: 0 0 HIGH POINT STA = 13+75.04 LOW POINT STA = 14+88.47 M 5010 PVI STA = 13+69.50 - PVI STA = 15002. 0 5010 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W Od o -PVI ELEV = 5003.76-o -c� -p� ELEV = 5002.70- a �0' A.D. = -2.28% u o� A.D. = 1.55% - ►?� RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED C-4 ri K = 39.49 _►� F)ri _ .19 o r i o 90.00' VC a o- 90.00'8VC +0 PROPOSED o � �,n- - U) GRADE IA TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. �/'� CO Z •• •• W 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL v/ Q 0.55% Q = J 5005 >m ww ?m » 0.78% - 5005 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT wlw SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. o.55% 0.78%-1.28% 0.78%- 1.28X 0.55% 1.2896 0.78% -STA = 17+70.00 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q o.7a% ELEV = 5004.94 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK STA = 17+45.00 TRAFFIC ON ALL SUBDIVISION ROADS. STA = 12+92.82 -1.00% ELEV = 5004.75 Z W ELEV = 5002.78 STA = 15+54.50 -STA = 16+40.43 - 5000 ELEV = 5003.14 ELEV = 5003.93 - - _ - - - - - - - - - _ _ 5000 MINIMUM ALLOWABLE PAVEMENT SECTION PER uj STA = 12+67.82 STA = 15+90.43- - - - - STA = 17+19.99 - - ELEV = 5002.59 -ELEV = 5003.42 ELEV = 5004.43 EXISTING PRELIMINARY GEOTECHNICAL REPORT BY EEC: GRADE ASPHALT PAVEMENT AGGREGATE BASE STA = 16+95.00 THICKNESS(,INJ THICKNESS(IN) ELEV = 5004.23 - - co STA = 16+15.43 ELEV = 5003.74 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 4995 - - f 4995 MINOR COLLECTOR 5.5 7.0 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5015 5015 HIGH POINT HIGH POINT STAY 5003.02= 13++4569 LONGWOOD DR - RFL 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. PVI STA = 13+40.15 PVI ELEV = 5003.28 A.D. = -2.28% 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, K = 39.49 ALL-WEATHER DRAINING SURFACE CAPABLE OF 5010 90.00' VC 5010 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. Lo o �M COORESPONDS Sri� Li 00 - WITH CL CREST 17 +0o +o PROPOSED VERTICAL CURVE -0.54X - 1A a 0 n INTERSECTION WITH - GRADE V_ MOUNTAIN WILLOW WY I 0.2 .- -1.00% N w v v 1.41% 0.50% 1.28% 0.`78% OI55% 0�8�!� 52% -0.55% - - 5005 5005 1.28%-m m w w -0.78% 0.50% 1.28% 1.43% T�15 I I 0.50%_ - 0.75% _ D.78%-0.55% - STA = A = 19+30.52 - CONSULTING ENGINEERS 0.50% -0.50% -___ 0.50% - - STA = 17+52.22 ELEV = 5005.04 +� ELEV = 5004.46 ELEV = 5005.41 748 Whalers Way STA = 14+00.97 _ STA = 15+79.02- STA = 17+27.22 STA = 20+04.66 Suite 200 Fort Collins ELEV = 5002.67 ELEV = 5003.09 ELEV = 5004.26 ELEV = 5005.82 - Colorado 26.0 Phone: 970.226.0557 STA = 15+91.88 _ STA = 17+14.35 5000 STA = 12+75s2 - - - - - - - - - 5000 JOB N0. ELEV = 5002.45- STA = 14+25.97 ELEV = 15003.25 ELEV = 5004.10 - __ 1230.0009.00 ELEV = 5002.47 - - -STA = 16+79.59 - EXISTING - - - - STA = 15+12.05 ELEV = 5003.92 GRADE STA = 20+20.42 ELEV = 5002.75 � - - - scALE STA = 14+59.12 - - - - - - - STA = 16+64.57 - ELEV = 5005.86 H: 1"=50' V: 1"=5' ELEV = 5002.31 STA = 14+93.86 � - _ _ E ELEV = 5002.62 ELEV = 5003.71 STA = 20+49.99 - - - - STA - 14+61.08 STA = 14+76.10 - STA = 16+16.88 - - ELEV = 5005.70 DATE 4995 -ELEV = 5002.32 ELEV = 5002.53 - ELEV = 5003.45 - - 4995 SEPTEMBER 2024 50 0 50 100 SHEET 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 scale HOR : 1"=5 feet 154 of 224 VERT: 1"=5' 60' ROW (MIN.) N SEE SHEET 151 7' PKWY 7' PKWY �20+56.10 �. PC PC pT PC 5005.62 I 20+61.96 � )))) 21+59.44 21+63.37 22+85.19 4 PC 1�5005.59 5002.75 PT O 36' ROADWAY (MIN.) 20+52.18 �_ PT 5003.29 5003.25 PT 22+89.12 I \ 5' 5' 20+65.89 I ;.`PC 22+13.28 5002.77 5005.64 _ 5005.50 R11 21+ss.3o 5002.42 PC 1 \ (MIN) PARKING PARKING (MIN.) PT PC PT `.5003.10 PT :; -, 20+45.01 20+73.06:21+52.27 22+79.26 22+96.29 r _ 10 10 �. 5005.68 5005.32 5003.36� �22+Dori 5002.72- 5002.81 PCT T TRAVEL TRAVEL PC PT PC PT �2s+oo.2s LONGWOOD DR o 20+41.08 -20+76.99-21+48.34 23+00.22^ ,� - T ,--~ - 5007.01 5005.70 ;� 5005.22 5003.40 I � � PC I 5002.83 cn � �20+00 21+00 _ I:�1/22+35.28 \� 23+00 24+00 25+00. 26+00 zp U �2 00 �� �-I 5002.4? 23+00 23+00 4.00 _ CONNECTOR LOCAL "' S.00 21+00 22+00 PT 24+00 LONGWOOD DR 25+00 Po e26+0o - 2'xoo i Z�,/ z wo52\20+00- 5.00 7� .17 2002.172 5007.01 / 1 22 \ \21+00� 72 PT 24+00 25+00 26+00 PC PC 23+09 1 _ - 2> PT �x •- 20+49 99 -21+57.25, I _ _ �` '_ `� x° PT / - - 2005.22 - o 28+63.20 /t/� C 5005.70 � 'i, 5005.22 _ 5003.40 � ' I � 122+44.19 PC 2.83 \ PC � .. ._ 2��0 o ,\ �. PT PC PTA PC l 26+09.17 • 20+53.91 20+81.97 21+61.18 21+78.21 5002.42 23+05.20 I 5007.01 y 28x 5010.49 / 5003.36 5003.10 PT 5002.81 °o TPCC 5005.68 -- /5005.32 _-- 22.+-22.19 PT \ 28+58.90 PCB - PT PC PT 5002.42 22+98.03 / 5010.40 PC / " �G� 20+61.09 20+74.80�--21+68.35 21+72.28 5002.77 \ \ 28+00 28+69.47 5005.64 5005.50 5003.29 5003.25 / / 5010.62 Q� o f. , 1 ?� PC ` ' \ `� 2�x° PT PT GHQ �i PT PC ) 1 22+94.10 ° 28+48.98 8+ 3.6 j / 2 7 0 20+65.01 20+70.87 I �Y -� 5002.75 PRC\ 5010.69 5010.71 5005.625005.59 ) 28+34.90 EP / m 5010.38\ 1 ; l -28+788 / 28+38.86 ;1� 5010.78 / DRAWN BRB 5010.47 EP 28+54.86 c i CHE KED 28+45.57:. PTA / DAP 5010.62> \ / �28+49.71 DESIGNED . _ / I / 5010.71 J � � � � \ � � \ i // .� . "� i� BRB SGG �� 151 FILENAME 0009_STREET P&P 5015 5015 DO L/c LONGWOOD DR - LFL QRE �- COORESPONDS INTERSECTION WITH 2.15%_ WITH CL CREST FUTURE DRIVE -EXISTING GRADE 5010 KEY MAP Q � 5010 VERTICAL CURVE - - - - - -1.31% - - - - - - - - - N . T. S. o Fo •...•••• 0.25X - -- STA = 28+78.76 S/ONAL -0.54X- ELEV = 5010.78 -0.50% -2.59X -2.49X -2.37X- PROPOSED STA = 28+73.60 -1.03% STA = 23+00.22 5005 - GRADE ELEV = 5010.71 ELEV = 5002.83 1.39% 5005 STA = 26+00.26 STA = 28+58.90 0.50X _ - - ELEV = 5007.01 ELEV = 5010.40 - 0.70% STA = 20+91.52 ELEV = 5004.88 - - - - STA = 22+79.26 STA = 20+76.99 - ELEV = 5002.72 5000 -ELEV = 5005.22 STA = 22+37.21 5000 - - STA = 20+61.96 -ELEV = 5002.43 ELEV = 5005.59 - STA = 22+35.28 _ -ELEV = 5002.42 STA = 20+41.08 i°_ .N -STA = 22+33.28 ELEV = 5005.70 o - ELEV = 5002.58 4995 0 - 4995 -- t STA = 21+48.34- N -'0 -STA = 22+24.28 STA = 20+11.51 ELEV = 5003.40 a ELEV = 5002.77 ELEV = 5005.86 II II - -STA = 22+15.28 STA = 21+63.37 ELEV = 5003.25 �_ � -ELEV = 5002.58 LEGEND w STA = 22+13.28 CIO STA = 21+69.30 ELEV = 5002.42 ELEV = 5003.10 Z W 4990 - - 4990 PROPOSED CONCRETE `r O J 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 PROPOSED PAVERS LL HIGH POINT ELEV = 5006.35 � O HIGH POINT STA = 20+32.92 PVI STA = 20+62.16 > PVI ELEV = 5006.55 5015 A.D. _ -3.14% K = 28.65 5015 NOTES: 90.00' VC LONGWOOD DR - CL 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W Od 00 = = RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED �n - 0 - 2.5 L% TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z CID +0 _M - a 5010 -NU) +0 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = Q Nw N.0 _ _ - �-� ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J m m - - SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEERa. ww 1.39X AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q I -N -0 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. W 5005 PROPOSED C+O5005 Z GRADE _ _ 0 t O LU `259� --2.00% - - -N MINIMUM ALLOWABLE PAVEMENT SECTION PER 2.00X - _ - - II=_ ° PRELIMINARY GEOTECHNICAL REPORT BY EEC: _ - - - EXISTING =5 ASPHALT PAVEMENT AGGREGATE BASE STA = 22+30.87 - GRADE --w ELEV = 5002.64- THICKNESS(IN) THICKNESS(IN) CIO 5000 - STA = 22+21 87 - 5000 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 ELEV = 5002.82 MINOR COLLECTOR 5.5 7.0 STA = 22+12.87 ELEV = 5002.64 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 4995 - 4995 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5015 - 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED - LONGWOOD DR - RFL - - TO A MINIMUM OF 95% PROCTOR DENSITY. COORESPONDS - - - -WITH CL CREST VERTICAL CURVE - 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 2.25% 1.39% 5010 - - INTERSECTION WITH _ -EXISTING 5010 -1.54% FUTURE DRIVE GRADE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, -- - - - - - A00f - - - ALL-WEATHER DRAINING SURFACE CAPABLE OF -2.37% _ - - STA = 28+34.90 - SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -2.49X - _ - - ELEV = 5010.38 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 0.25X STA = 21+00.43 STA = 28+49.71 -- - ELEV = 5004.88 ELEV = 5010.71 - STA = 26+09.17 CO � 5005 5005 - -1.03% 1,3996 _ _ -2.597� ELEV = 5007.01 _,*__0 `2 S9X -0.50X -0.50X - - - , PROPOSED + - '- � - - - GRADE a INC. 1.58X� -0_70% -0.50X STA = 23+09.13 - II II TST, - - ELEV = 5002.83- CONSULTING ENGINEERS STA = 20+85.90 -STA = 22+88.17 rn w 748 Whalers Way 5000 ELEV = 5005.22 - - ELEV = 5002.72 - 5000 Suite 200 Fort Collins STA = 20+70.87 STA = 22+46.12 Colorado 80525 ELEV = 5005.59 ELEV = 5002.43 Phone: 970.226.0557 - STA = 22+44.19 JOB NO. STA = 20+49.99 N- ri � -" - ELEV = 5002.42 1230.0009.00 ELEV = 5005.70 °i.°- Oo_ o--N a +- w) a -0 STA = 22+42.19 STA = 20+20.42 -j- - -+- ,0 ELEV = 5002.59 SCALE 4995 ELEV = 5005.86 II II -N STA = 22+33.19 4995 H: 1"=50' V: 1"=5' Q_ �_ ELEV = 5002.78 DATE STA = 21+57.25 STA = 22+24.19 SEPTEMBER 2024 ELEV = 5003.40 - - w- -a � ELEV = 5002.59 STA = 20+04.66 I- Av _w ELEV = 5005.82 STA = 21+72.28 -STA = 22+22.19 SHEET ELEV = 5003.25 -ELEV = 5002.42 49 50 50 100 4990 scale HORIZ: 1"=50' feet 90 155 of224 VERT: 1"=5' 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 N SEE SHEET 160 SEE SHEET 177 80' ROW (MIN.) �:. 10' PKWY 10' PKWY �. (TYP.) 38' ROADWAY (MIN.) -:� 5 6 6, 5, ` e 10+71.92 `:iti j" F1, PT WALK BIKE 8' 8' BIKE WALK 15001.521. - PT14+28.33 (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) Its PL: PC-92 11+11.84 5005.23 11' 11' 5000.96 15002.04 ;.• TRAVEL TRAVEL 10+00.00 5002.06 •t - � PC z b001.68 PC I" 14+24.40 0 PC� - »PI PTJ 11+19.02 . �kl%Y! PT 5005.17 11+01.99_ - - _ _ 14+17.23_ U ... M., 10+25 8 BP - ;,, 5000 93 : : 05001 31 " - : . - p 1 500211 \ 5001 94 ��r 5005.06 5+00.00 - PC PT _ - P� PI / BP '� 11+oo.os 11+22.s4-��� -_ =• •� j- :-- T F MINOR COLLECTOR w \ 14+13.30 5004.77 8+00.00 10+00.00 '�,;' 5001.91 5002.09 -- 5005.00 �1Q Kra 5 �:. w 5001.93 5000.78 " -- 01� T 12+00 13+00 14+00 _10+00 -- 0+00 N TIMBERLINE RD- 5+00 6+00 7+00 \ 8+00 �9+00 10+err00 10+00 14+00 11+00 11+00 12+00 13+00 , N TIMBERLINE RD PHASE E SHOWN FOR J BP tt�a� 10+00.00 s 12+00 PC + p " 13+00 REFERENCE ONLY 5000.78 �Pc P1 - - '13+s9.3o.. - = : \ _ - - - I 22 94- _ PC x - \ _11+00.06 b0 2 09 - -- - - - - - -- -- - --- 10+25.85 5001.91 PC OPTS 4+50. 5 2 .• ,,.. - - - - .- . _ 5000.93- - - - - - - - I - - - 14+03.23 5005.3 PT 11+19.02 fi - 1 ,-1 Q PT 11+01.99 5002.11 I 5004.98 PT 10+27.78 ; 11 5001.94 PT ,'' I \ PC 14+22. 5000.96 I ::. \ 14+10.40 5005.1 i PC 11+11.84 \ \ 11+07.92' 5002.06 , _14+20.e PI PC °' 110+55.92 5002.04� I '� PT 5001.31 - 14+14.33 5005.17 DRAWN \ PI 5005.14 10+71.92 1' BRB f t : kI 5001.52ll I 'w I�- J�I CHECKED SEE SHEET 159 SEE SHEET 171 l DAP DESIGNED BRB 5010 5010 FILENAME N TIMBERLINE R D - LFL 0009_sTREET P&P STA = 12+92.20 -INTERSECTION WITH ELEV = 5004.347 PROPOSED �p,00 L/c -TEALBROOK DRIVE 0.60% GRADE O��•'ORE••• �P� 5005 0.78% xx 5005 v; PQQ���G�\�� 0.60% -1.71% -1.05% • - 1.71%_ - -0. - ,.5a% 1.31%- _ KEY MAP �0 s� cc � 1.34% 1.39% 1� ^ I T c Q� O 0�� <v 0.58% 1.24% _ -STA - 11+22.94 STA = 12+82.20 I v ♦ I • J 5000 ELEV 5002.09 ELEV = 5004.28 5000 S/ONAL E� STA = 11+19.02 �++ -ELEV = 5002.11-_. _- - - - - - - 6 = STA = 11+07.92 STA 12+57.20ELEV = 5004.08 ELEV = 5002.04 00 -STA = 11+01.99 4995 0- ^ ELEV = 5001.94 EXISTING -STA = 12+32.20 4995 c GRADE ELEV = 5003.82 +- STA = 10+71.92 o ELEV = 5001.52 - = --STA = 12+07.20 STA 10+55.92 -ELEV = 5003.49 -ELEV = 5001.31 Q N W STA = 10+25.85 1 STA = 11+82.20 4990 ELEV = 5000.93 ELEV = 5003.110 4990 9+00 10+00 11+00 12+00 13+00 13+50 5015 5015 LEGEND N TIMBERLINE R D C L PROPOSED CONCRETE PROPOSED PAVERS LL PVI STA = 11+70.32 rciLp co co O 5010oo- PVI ELEV = 5004.55 Sri°0 5010 LOW POINT ELEV = 5001.08 M A.D. _ -1.16% +o LOW POINT STA = 9+10.00 Sri tO K = 94.73 PVI STA = 9+24.72 U0 O `� o n N PVI ELEV = 5000.35 ��o ±o 110.00' VC 65 Lii NOTES: M d.� A.D. = 2.98% Ncv » 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W O� _ +o a+o 0 99.87?VC �'n �> WIW RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5005 0.60% 0°m ^ 5005 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO �w a z -PROPOSED---- GRADE > - -127 - - WIW 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL - mm Q = J - I 171� � ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. 5000 ^ o - - _ _ - - 5000 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q _ SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK c_ 4 0) o - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - ---- _ i En TRAFFIC ON ALL SUBDIVISION ROADS. W o ,o + LO BEGINNING OF PHASE D IMPROVEMENTS "' STA; 9+75.51 EXISTING MINIMUM ALLOWABLE PAVEMENT SECTION PER O W II II II GRADE PRELIMINARY GEOTECHNICAL REPORT BY EEC: II >4995 v w 4995 ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) co N w ~i LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 4990 4990 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5010 5010 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. - N TIMBERLINE R D - R FL = 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, INTERSECTION WITH ALL-WEATHER DRAINING SURFACE CAPABLE OF TEALBROOK DRIVE - SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PROPOSED PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5005 GRADE 1.05% 0.78% 0.60% 0.55%_ 5005 1. 0.60% 05096 1.58% 31% - -_ 1-39% - 1.71% - - . - - _ STA = 12+92.20 STA = 10+00.00 1.24%-1.34% 1.71% ELEV = 5004.34 ELEV = 5000.78 - 0.58X - STA = 11+22.94 - STA 12+82.20 - TST, INC. 5000 - - -ELEV = 5002.09 - ELEV = 5004.28- 5000 CONSULTING ENGINEERS - - 748 Whalers Way EXISTING- - STA = 11+19.02 - Suite 200 Fort Collins GRADE -ELEV 5002.11 STA = 12+57.20 = Colorado 80525 ELEV = 5004.08 Phone: 970.226.0557 STA = 10+25.85 1 1 IF _ JOB N0. ELEV = 5000.93 STA = 11+07.92 1230.0009.00 4995 -I ELEV = 5002.04 -STA = 12+32.20 4995 STA = 10+55.92 -ELEV = 5003.82 ELEV = 5001.31 I SCALE = + H: 1"=50' V: 1"=5' STA = 10+71.92 STA ELEV =11+001.99 94 STA = 12+07.20 ELEV = 5001.52 ELEV = 5003.49 DATE SEPTEMBER 2024 _ STA = 11+82.20 4990 -ELEV = 5003.10 - 4990 50 0 50 100 SHEET 9+00 10+00 11+00 12+00 13+00 13+50 156 of 224 scale HORIZ: 1"=50' feet VERT: 1"=5' 80' ROW (MIN.) N SEE SHEET 167 SEE SHEET 179 PT I _ i PC 14+28.33 f l L_ T' _ _ > '� 18+17.16._ 18+23.09 PT, ] I I I I I. = J 10 PKWY 10 PKWY J PT - 20+29.85I 38 ROADWAY " .i \ 5005.2&' T LI- - PC.. 5007.42-- 5007.45 :,.' t PC 20+24.00 PT I:' •! Z MID.) (MIN.) 6 5 - #: .>'::;`;.,':u j' ,< r, ,x- - - - -17+35.09 PC r- PT 20+20.07 5007.64 5007.51 20+33.78 :: . PC pT.. ,� { 17+31.17 18+27.01 ~ WALK BIKE 8' 8' BIKE WALK i 14+24.40 t +15+11.74. �1 �II:. 5006.81 5006.87 " 18+15.23 5007.66 5007.38 I'" U [Y PT 5005.17 PC d. PC 5007.41 5007.47 ; PT i i Ls :.' W (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) 5005.64 PT O 11 11 14+17.23_ - - ! �15+18.91 17+41.02 PI Pc 20+12.so X L� v N TIMBERLINE RD - - _17+24.00 18+34.19 `�' <' - - - 20+40.95 .I � Z TRAVEL TRAVEL - - L�r, 5005.0615+07.81 is 5005.59 5006.70 : 5P06,90 - 50071199 5007.51 5007.70 - - . . . 5007.16 (n Z W zo PC 5005 66 PT PC pl PC Q �PT .... - �,`. 7+42.95 - � W 14+13. a `15+22.84 (n o.. ". .. . 30 . - .. ,::•.. • '*� '�17+20.07 "�19+36.04 .1 j r: :a:EP � - PI �' '18+38.11��"'" 20+08.97� I �'Ir' ( 20+44.88 '� � O - - 13+84.50 :. 5006.92I W - _�� 5005.57 �_ ,- 5006.64 ,r.. ..� -- �_50 08.21_ 5007.72 � 1 'I 150 � I � ' W W 0 +00 - 14+00 5005.72� - 16+00 17+00 PI 5007.53i i I 1 , , � = z • .. 1 � L� Z (n � � cn -N 19+00 20+00 .; i 1 I (n w L _-15+00 - 18+00 17+87.09 ` { { { I MINOR COLLECTOR o --N TIMBERLINE RD - PI PI Q I END OF ROADWAY ILTB w _ I �� 5007.27 , 20+0o IMPROVEMENTS WITH PHASE D. / 14+00-1-1- , 17+71.23 17+07.50 � � � 13+00 / 14+00. -- �, 15+00 - 16+00 1 +00 18+00 �>-, 19+00 17+00Y 5007.19 -5007.57 � � �. E REST OF THE ROADWAY +oo� PC PT Pc - ,- PT 18+00„ " DESIGN AND IMPROVEMENTS . _ �16+00 17+43.08 13+99.30, / =T 17+20.20 % / % _ r /�= ..5006.92 - - SHOWN REFERENCEONLY. -r-r. -.15+22 97, ,y.' �.�_ 8+15 PC PT WN FOR R pT i 9+0o PC / - 1 18+38.25� _ 20+09.11 T.. l` h..i" 5004.92 PI PI 5006.64 5005.57 ;;:. . : : ;. I PC 5007.41• PT 4+50.32 14+66.32 - T _500 .53 5 7 - - 14+03.23 5005.37 5005.45 - PC _ _ ril _ � 2007.03 I 15+19.05- - - - - I 17+24.13 -5006.90 PT 18 20+13.03 5007.03 5004.98 F �' ` ' 18+17.29 18+34.32 PT PC 5005.59 I 5006.70 �+ o �!.1 ?\' . T PC \ PI 5007.42 5007.51 5007.70 \ 14+10. C 14+22.18 14+94.47 PT \ PC 17+87.23 I `� � .� I 20+41.09`... 5005.19 5005.59 15+11.87 - '`17+31.30 PC PT PC 5007.16 1'�:' Q -�- 5005.08 - 5007.27 18+23.22 :.. 20+20.21 PC r :►,:� r.._; . \ o -PC \ PT 5005.64 5006.81 PT - 18+27.15 PT { PT I PT - ,• : 5007.45 5007.47 ~� 5007.66 20+29.99 14+20.26 14+96.39 PC 14+14.33 5005.17 5005.60 15+07.95 _ - - ' :. 5006.87 20+24.13.� �5007.51 t >, ! 17+35.23 20+33.92. 5005.14 I ui lu _ l r - _ 5007.64 y' I I I 1 \1 5007.38 5005.66 - SEE SHEETSEE SHEET SEE SHEET 166 EET 167 176 DRAWN BRB 5015 5015 CHECKED N TIMBERLINE RD - LFL DAP IDESIGNED BRB FILENAME 5010 INTERSECTION WITH -1.6996 -0.56X 5010 0009_STREET P&P HARWOOD LN 1.28% -0'40X -1.18%_. 0.78X 0.55g6 - - 0.55% 0.27� --2.303.15X PROPOSED 0.95X 0.50� - 1.51X- _-0.62X- GRADE 1.51�_ - 0.55X STA = 19+33.69 - - O�0 'pRE••'��p�, �� 0.5596 - STA = 18+38.11 ELEV = 5008.20 5005 STA = 17+20.07 - - 5005 Q 0.55% ELEV = 5006.64 ELEV = 5007.53 I TtlS STA = 15+07.81 - I STA = 19+51.15_ _ KEY MAP Q�� 0� STA = 14+13.30- ELEV = 5005.66 STA = 17+35.09 - STA = 18+50.97 - ELEV = 5008.25 F,� ELEV = 5005.00 ELEV = 5006.87. ELEV = 5007.69 Q F0� I STA = 15+22.84 _ STA = 19+76.15- N • T• S• �0'� .• STA = 17+41.02 STA = 18+75.97 ELEV = 5008.15- ao ••'•• G STA = 14+28.33 ELEV = 5005.57 - � S/ONAL E� ELEV = 5005.23 ELEV = 15006.90 ELEV = 5007.89- STA = 20+01.15 4 5000 STA = 17+71.09 ELEV = 5007.86 _ - - -+ to 5000 11 EXISTING ELEV 5007.19 - - - - - - 0 - - - _ GRADE- - - - - - STA = 20+08.97 `� -- - - - - - ELEV = 5007.72 II II - -- STA = 20+24.00 w ELEV = 5007.64 STA = 20+29.85 4995 ELEV = 5007.51 4995 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 5020 5020 N TIMBERLINE RD - CL LOW POINT ELEV = 5004.10 LOW POINT STA = 21+18.08 5015 -HIGH POINT ELEV = 5008.76 PVI STA = 20+99.15 5015 LEGEND Z W PVI ELEV = 5003.50 --HIGH POINT STA = 18+72.61 A.D. = 4.43% Lnad PM STA = 19+10.15 �, K = 27.08 PROPOSED CONCRETE �' o PVI ELEV = 5009.01- 7� 120.00' VC 0 A.D. = -3.46% _- +^o �; K = 31.75 -- +o �, _ PROPOSED PAVERS c 0 110.00, VIC - `n vi N 5010 �p 0°0° v cwi +0 5010 PROPOSED' 1.2896 0.7896 0.5596 -W W N w NOTES. 0.789G U U - M STA = 17+97.43 m m 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W Od 0.55% ELEV = 5008.39 -_ '29�,�- I _ RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED D STA = 16+70.85 STA = 17+47.43 _: - TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO 5005 - ELEV = 5007.28 STA = 17+72.43 - 5005 � Z ELEV = 5007.88 ELEV = 5008.20 _ Q - END OF IMPROVEMENTS 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = J STA; 19+43.00 - - - - ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER a. AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5000 - _ _ - -- 5000 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK r - - - - - - - TRAFFIC ON ALL SUBDIVISION ROADS. W MINIMUM ALLOWABLE PAVEMENT SECTION PER uj EXISTING PRELIMINARY GEOTECHNICAL REPORT BY EEC: GRADE ASPHALT PAVEMENT AGGREGATE BASE 4995 k - - - 4995 THICKNESS(IN) THICKNESS(IN) co 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 5015 5015 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED N TIMBERLINE RD - R FL TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS INTERSECTION WITH INTERSECTION WITH - NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 5010 NANNA LN HARWOOD LN - - t 5010 TO A MINIMUM OF 95% PROCTOR DENSITY. - 1.28�b -0.40X 8X -1.69X -0.56X _ PROPOSED 0.55� 0.78X 0.28�- -os2z GRADE _ 0.9596 - 0.5596 -2.3oz 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 1.44X 1.519G 0.50% -3.1556 6. FIRE LANES SHALL BE DESIGNED AS A FLAT HARD, 0.55?6 - - 0.5590 0.64� - 0.505� 0.55% STA = 17+20.20 _ STA = 18+38.25 STA = 19+33.83- ALL-WEATHER DRAINING SURFACE CAPABLE �OF 5005 0.55% ELEV = 5006.64 ELEV = 5007.53 ELEV = 5008.20 5005 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING _ STA = 15+22.97 _ STA = 19+51.29- - ELEV = 5005.57 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. STA = 13+99.30 STA = 17+35.23__ STA = 18+51.11 - ELEV = 5008.25 ELEV = 5004.92 STA = 15+07.95 ELEV = 5006.87 ELEV = 5007.69 STA 19+76.29 ' - ELEV = 5005.66 ! ELEV = 5008.15 04=-o STA = 14+14.33 STA = 17+41.16 - 1 0 ELEV = 5005.14 STA = 14+96.39 ELEV = 5006.90 STA = 18+76.11 _. STA = 20+01.29 5000 I ELEV = 5005.60 I ELEV = 5007.89 ELEV = 5007.86 _ - - -+__0 5000 STA = 14+20.26 STA = 17+71.23 0 ELEV = 5005.17 - - - - - - - STA = 20+09.11 N _ _ - - ELEV = 5007.19 - - - - - - - ELEV = 5007.72 II- II TST, INC. STA = 14+50.32 - - --> CONSULTING ENGINEERS ELEV = 5005.37 - STA = 20+24.13 Q_ ELEV = 5007.64 - w 748 Whalers Way EXISTING I Suite 200 Fort Collins GRADE -STA = 20+29.99 Colorado 80525 4995 -ELEV = 5007.51 4995 Phone: 970.226.0557 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 157 of 224 VERT: 1"=5' 63' (NOT ROW) 77' ROW (MIN.) N WALK 7' PKWY 6' PKWY 6' PKWY (MIN.) (MIN.) (TYP.) 51' (TYP.) 47' ROADWAY 6' 6' 6' WALK 8' BIKE WALK (MIN.) 19, 10' 10' PARKING (MIN.) (MIN.) ANGLED TRAVEL TRAVEL PARKING zo C/) g z � O cn CONNECTOR LOCAL 2 W/ ATTACHED GREEN KTs w FFM S OM TO,Iaeaoo 74' (NOT ROW) 66' ROW (MIN.) 5' 6.0' 6.0' PKWY WALK 7' PKWY PKWY (MIN.) (MIN.) (TYP.) 62' 6' �' 36' ROADWAY 6' 6' w WALK 8' 8' BIKE WALK o (MIN.) PARKING 10' 10, PARKING (MIN.) (MIN.) TRAVEL TRAVEL m DRAWN CONNECTOR LOCAL 1 W/ ATTACHED GREEN BRB KTA CHECKED FROM*be=TO 274W.00 DAP DESIGNED BRB TEALBROOK DR FILENAME 0009_STREET P&P _ SEE SHEET 158I PC 00 L/ PC_ PT PC 15+54.97 15+5 �P••••••C �\ 11+10.96 11+16.89 ��• QRE �$ I PT 1 4998.96 - 5000.PT 500 Q O G Q� � -- 4999.36 4999.42 PC V • � � '�� 10+44.98 11+43.55 Q N) -BP _ - 4998.96 PT 4999.26 - 15+32.45 G P S�� 5+00.00 _ - 11+20.82 _ 5000.48 KEY MAP 4996.83 PC - 4999.- PT PC 10+01.00 - 11+47.48 - 15+28.13 - F �• 4999.07 - 4999.24 - 5000.45 O •....••••G� _ w\ / BP I / I I 12+00 13+00 14+00 15+00 �-- \v S�ONAU E� 1 4999.06 - 77 \ \ \ TEALBROOK DRY \ \ \ \ \ � BEGINNING OF PHASED W _ 10+00 tP oo ,- ,Trrr IMPROVEMENTS. W f6+00 7+00 8+00 �9+00 10+00�•` 10+00 1�x00� 11+00 12+00 - 13+00 �� 14+00 BP 12+001 -113+00 --14+00 PC I- ___115+00 / 10+00.00 - I F--f -- --PT -- - -- -------- --- -- -15+34.78 - ----- 4999.06 _ _ _ _ - - 11+31.92- - - - 5000.61- PT / PC ( PC 4999.37 15+38.70 104-01.00 / I PC 11+27.99 5000.68 - 4999.08 ( 11+16.89 4999.43 PC ' PT I 0 PT 15+45.88 :;// 10+44.98 PT 11+20.82 5000.82 4999.58 11+10.96 4999.54 FUTURE ROADWAY SHOWN PT PC4999.57 5+49.80 15+5f 1 FOR REFERENCE ONLY 5000.89 500( 4999.58 8 / \ SEE SHEET 158 LEGEND C0 Z JPROPOSED CONCRETE r;:' O PROPOSED PAVERS LL coO NOTES: no 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL in W Od RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO CO a a Z 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a = J ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. HIGH POINT ELEV = 5001.47 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a HIGH POINT STA = 13+69.17 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK PVI STA = 13+69.35 TRAFFIC ON ALL SUBDIVISION ROADS. PVI ELEV = 5001.59 W A.D. _ -1.10% 5010 K = 81.85 5010 MINIMUM ALLOWABLE PAVEMENT SECTION PER O W TEALBROOK DR - CL 90.00' VC _ PRELIMINARY GEOTECHNICAL REPORT BY EEC: 0 ASPHALT PAVEMENT AGGREGATE BASE (FUTURE) M M THICKNESS(IN) THICKNESS�IN) co +o +o LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 5005 INTERSECTION WITH L LO 5005 MINOR COLLECTOR 5.5 7.0 FUTURE DRIVE U U U U -2.34?6 mm ww -2.92% _ PROPOSED 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 2.00% 2.3496 GRADE - - - TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 0.5596 5000 5000 - - - - _ -0.55% 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED - - - o.569G _ - - - - - - - -- STA = 9+91.00 EXISTING W TO A MINIMUM OF 95% PROCTOR DENSITY. ELEV = 4999.56 GRADE STA =I 10+00.00- in 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 4995 ELEV = 4999.74 0 W 4995 I STA = 10+09.00 - �- 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ELEV = 4999.48 0 ALL-WEATHER DRAINING SURFACE CAPABLE OF STA = 10+13.00 II SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING o ro ELEV = 4999.39 ° > PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 4990 o w + -� STA = 10+17.00 4990 N- L ELEV = 4999.48 II II > u~i w TST, INC. 4985 4985 CONSULTING ENGINEERS 748 Whalers Way 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 158 of 224 VERT: 1"=5' 63' (NOT ROW) 77' ROW (MIN.) N 5' 6' PKWY 6(MIN� WALK 7' PKWY (MIN.) (TYP.) (�•) 51' 47' ROADWAY 6' 6' 6' WALK 8' BIKE WALK (MIN.) 19, 10' 10' PARKING (MIN.) (MIN.) ANGLED TRAVEL TRAVEL PARKING z 0 U) � CONNECTOR LOCAL 2 W/ ATTACHED GREEN o_ N ILT.a (n w FROM 10@012A0 TO 1 00 5; 0 Lij 74' (NOT ROW) 66' ROW (MIN.) 01� 5' 6.0' 6.0' PKWY WALK 7' PKWY PKWY (MIN.) (MIN.) (TYP.) 62' 6' TYP. 36' ROADWAY 6, 6' WALK 8' 8' BIKE WALK (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL Q 0 CONNECTOR LOCAL 1 W/ ATTACHED GREEN TEALBROOK DR ILTB FROM 116. M TO 47•ATAO DRAWN BRB SEE SHEET 150 SEE SHEET �153 CHECKED DAP PC _ ---- - -- PT_----_ PT-- PT PC - PC PT PC - --- DESIGNED 17+77.16 21+55.07 -22+04.99- - 22+68.97 22+74.90- 15+54.97 15+58.89 15+64.82_. � 5001.40 B R B 5000.67 5000.70 5000.67 -.PT PT---PC 5000.62 -PT PC PT 5001.97 - 5001.49 5001.44 -16+08.81 _,---17+18.64 -17+41.37 17+81.08--19+19.31_ 19+62.16 PC PC- PT PT- -�_-- - ��_,- FILENAME _ 15+32.45 =Y_- _5000.32 - 5000.67 5000.48 5000.68 - 5001.70- - PC 5001.96 21+51.15 21+61.00 T 22+78.82 - 5001.95 5001.91 PC 5001.33 0009-STREET P&P 5000.48 r- - PC___" _ PC -PT - -PC PT_ -19+58.24 PC -- --- - PC 16+64.81��:- '17+14.72 - 17+45.30 - 17+92.50 19+12.14 = 5001.94 19+69.34 - PT _ 22+24.9 PC - - 15+28.13 - -� 5000.32_ _ 5000.70 5000.45 5000.86 -- 1• -_ - -PT -5001.99 - 1 - ,` y, _:t..:• __ - -- - -- 001. �.o _.49 --50082100 500 60 21+43 98 500 5000.45- �. _ o - PT'... . PT PC �19+23.24 PT 9PC 17+96.42.;; 19+08.21 1.76 - ,. - N- - -,--r --- - P�....,C -. . „ . :.' ;19+73.26 - ",:,.. ..,.: 21+40.05 ;" ,.: Ii :.. aPT ;:. O .14+00 ,15+00 \ \ 17+08.79 5000.92 5001.54 500 '^, 5002. 1 _ _ L �5001.89 N - : . 22+89.92 '..:; .,;. .` : .. •� ,�:.:. O • PI 5000.67 m o;• ORE gyp\, BEGINNING OF PHASE D { t I 23+00 24+00 2 V ' lie �� 5001.14 • �`\ =I_15+34.00 i _ 18+00 19+oo 20+00 21+0o - IMPROVEMENTS.- _ I , 5001.38 I -- /I - - - - 13+00 14+00 15+00 -- _ 1s+oo - 17+o lPQ ,9+0O - KEY MAP o o \\/�- TEALBROOK DR � cc � - -�� L � 0 i �18+00=y� 19+00 � 20+00/ J i i/ PI 21_ +00 23+00�/22+00 23+00 25+ � Q�'� 0�G �• � 20+00_ _21+00 120+60.00 \ N . T. S. - �, --14+0o PC 15+00 18+00' i PC u 5002.17 °PT �� w\�� •••••'• PT .. PC. . . . PT -PT 2 ,... •, ., ..�... .• +31.65 .. .,,PI , ,18+90.44 .. ,. . .,. , 19+05.46.._ :,. ; .,19+55.49,• . .. . . .: .. , ,� ,�21+2228.; '. �.: . . , --' � •,-=;-. _�-22+7215-�. 5000.61 PT - -- - 17 17+76.58 iy 5001.54 5001.76 5002.01 5001.92 5001.14 � 15+38.70 '' 16 oo I ` 5000.67 5000.91 - - - - - - _ _ 5000.68 PC PC PT PC PC PT �PT. PC -PC - 18+94.36 19+51.56, 21+26.20 22+68.22' • j PC 16+55.71 17+27.72 5001.60 19+40.46 I 5001.99 5001.95 21+87.21 22+07.21 5001.21 15+45.88 I I 5002.00 -PT 5000.87 5000.74 5001.94 5002.00 d I pC r u I i pT.. 5000.82 f.,.'.� PC PT �PT� PT PT '; PT pC PC 22+61.05; DWAY SHOWN PT PC PC 19+01.54 19+44.39 21+33.37 22+51.19 15+99.71 16+99.70 17+16.62 17+20.55 5001.70 j 5001.96 /j! 5002.01/21+37.30 21+43.23 5001.44 2001.40 5001.33 15+49.80 15+55.73 ` 5000.87 I I5002.04 5002.01 5001.40 SCE ONLY 5000.87 5000.86 5000.95 {. r{ 5000.89 5000.86 SEE SHEET 150 SEE SHEET 153 SEE SHEET 171 HIGH POINT ELEV = 5002.53 HIGH POINT ELEV = 5000.76 HIGH POINT STA = 20+51.69 HIGH POINT STA = 14+48.57 PVI STA = 25002.72 PM STA = 14+48.75 PVI ELEV = .73% 2 PVI ELEV = 5000.89 A.D. _ -1. 1 5010 A.D. _ -1.10% K . 52.01 5010 K = 81.85 - 90.00 VC 90.00' VC TEALBROOK DR - LFL -1{71% T M N -D.BD% Ln m +o +o INTERSECTION WITH H CAR C N� N LO LONGWOOD DR LEGEND 5005 �o 4 00 - 0 0 U -0.50% - 0.50%- - O 5005LO Z W _.. -m m w w,. _--0.95% -0.50% PROPOSED CONCRETE T� INTERSECTION WITH EXISTING 0.78% �� I O w iii w MONTAVA AVE -STA = 17+45.30 PROPOSED 1,28% - -0.95%-_ -1.07%_ - _0 97% O GRADE- mm ww ELEv = 5000.45 -GRADE 1. x 1 - _ _ _ PROPOSED PAVERS 0.55% 0.50%.. co - -0.55% 0.82%-0.55% -0.78;G 0.789E-- 0.83%- -0.55% - - - - - STA = 21+15.05 STA = 22+04.99 5000 STA = 15+28.13 - - STA = 19+08.21 STA = 19+73.26 ELEV = 5002.16 ELEV = 5001.49 - 5000 ELEV = 5001.54 ELEV = 5002.01 ELEV = 5000.45 STA = 16+64.81 - _ I STA = 21+40.05 - - STA = 22+24.99 STA - 19+23.24 STA = 19+86.12- ELEV = 5001.89 - ELEV = 5001.49 STA = 15+58.89 ELEV = 5000.32 - ELEV = 5001.76 ELEV = 5002.18 I I - NOTES: ELEV = 5000.70 STA = 17+08.79 -STA - 17+96.42 STA = 21+55.07 - STA = 22+42.67 - -STA = 22+74.90- 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL m W O� STA = 15+64.82- ELEV = 5-000.67 -ELEV = 5000.92 ELEV = 5001.97 ELEV = 5001.57 - ELEV = 5001.40 ELEV = 5000.67 STA = 17+14.72 - I I RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED STA = 16+08.81 ELEV = 5000.70 -- STA = 17+77.16 STA = 21+61.00 STA = 22+68.97 STA = 22+89.92 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z 4995 ELEV = 5000.32 ELEV = 5000.62 ELEV = 5001.91 ELEV = 5001.44 -ELEV = 5001.14 4995CO 5015 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = Q HIGH POINT ELEV = 5003.02 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J HIGH POINT STA = 19+15.57 -TEALBROOK DR - CL _ PVI STA = 19 19+1 LOW POINT ELEV = 5001.06 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > � a. PVI ELEV = 5003.21 LOW POINT STA = 22+12.76 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q A.D. = -1.73% PVI STA = 22+04.36 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK K = 52.01 PVI ELEV = 5000.92 TRAFFIC ON ALL SUBDIVISION ROADS. Z W 90.00' VC A.D. = 1.35% 5010 LU 5010 K = 66.55 0 90.00' VC MINIMUM ALLOWABLE PAVEMENT SECTION PER 0� O00 PRELIMINARY GEOTECHNICAL REPORT BY EEC: a+o o o '? m m ASPHALT PAVEMENT AGGREGATE BASE �o m 00 M LO� THICKNESS(IN) THICKNESS(IN) w - vi i;i 2.43% +0 +o 5005 - STA = 15+34.00 » 00 NL N1 +� 5005 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 ELEV = 5001.38 EXISTING 0°0° w w =2.43% 3.42% bS w r,;W MINOR COLLECTOR 5.5 7.0 -2.43% _ GRADE ` - - - - -2.00% j j v v 2.43% 2.43 - 0.78% 1.2896- 0.95x -1.42% m m w w -^--- ---0.55 - - - - % �2 - 0.55% - - . _ STA = 20+22.00 -0.8ox 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED _ % -1.01� 2.42 '42 1.01%- _ - - - - STA = 18+75.00 5000 ' - J ' - - - ELEV = 5002.86 ELEV = 5002.24 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. STA = 14+78.00- STA = 15+90.00 STA = 20+68.00 5000 STA = 18+00.00 STA = 20+46.00 ELEV = 5000.99 ELEV = 5000.99 ELEV = 5002.15 ELEV = 5001.90 -ELEV = 5002.01 - STA = 15+02.00 STA = 15+66.00 PROPOSED STA = 18+50.00 STA = 20+49.00 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS ELEV = 5000.75 ELEV = 5000.75 GRADE STA = 18+25.00 ELEV = 5002.66 ELEV = 5001.82 STA = 20+60.00 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED STA = 15+05.00 STA = 15+63.00 ELEV = 5002.34 STA = 20+52.0o ELEV = 5002.17 TO A MINIMUM OF 95% PROCTOR DENSITY. ELEV = 5000.68- - ELEV = 5000.68 STA = 15+08.00 - STA = 15+60.00 ELEV = 5001.90 4995 - ELEV = 5000.75 ELEV = 5000.75 4995 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 HIGH POINT ELEV = 5002.53 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, HIGH POINT ELEV = 5000.98 HIGH POINT STA = 20+33.92 ALL-WEATHER DRAINING SURFACE CAPABLE OF HIGH POINT STA = 14+44.02 PVI STA = 20+38.35 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PVI STA = 14+44.20 PVI ELEV = 5002.72 PVI ELEV = 5001.11 A.D. = -1.73% PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. K = 52.01 5010 A.D. _ -1.10% 90.00' VC 5010 K = 81.85 90.00' VC TEALBROOK DR - LFL LO r�i. n a, INTERSECTION WITH 71 STA = 16+55.71 N �N LONGWOOD DR co 04 to o -ELEV = 5000.87 +o_ +o STA = 21+87.21 TST, INC. of 0 of ao I coi,roi ELEV = 5002.00 CONSULTING ENGINEERS rn o ao o_- STA = 16+56.66 +o o STA = 15+99.71 ELEV = 5000.86 (n w -0.45% ..- 5005 n o �r o-- ir3 w 5005 LO -m ELEV = 5000.87 -INTERSECTION WITH v v c�c� 0.77% -1.71% 748 Whalers Way STA = 15+98.77 MONTAVA AVE EXISTING m m w w - vi GRADE _ - -0.50%- 40 Suite 200 Fort Collins ELEV = 5000.86 - _ -1.87% PROPOSED I- �_ -0.80 0 Colorado 80525 m m w w - 0.50% GRADE 1,48% 1.28%-. p.78% -0.95X 0.39 -1.26% _-0.80%- Phone: 970.226.0557 -0.50X - - - - 0.50% _ - J - - \ 6.55% - - - - STA = 21+22.28 - JOB N0. -0.55X-1.90%. -0.39% - !`-0.40X\-� _ - - - - � 1230.0009.00 STA = 18+90.44 ELEV = 5001.92 5000 STA = 15+34.78 STA = 17+31.65 ELEV = 5001.54 STA = 21+37.30 5000 SCALE , ELEV = 5000.61 -0.50%--0.50% ELEV = 5000.67 ELEV = 5002.04 H: 1 =50 V: 1 =5 STA = 15+49.80 -0.39%- 0.42% STA = 17+16.62 STA = 19+05.46 STA = 21+43.23 - STA = 22+07.21 ELEV = 5000.89 - -I I ELEV = 5000.95 ELEV = 5001.76 - ELEV = 5002.01 ELEV = 5002.00 STA = 15+55.73- - COORESPONDS STA = 16+99.70 STA = 19+55.49 STA = 21+65.22 STA = 22+51.19 DATE ELEV = 5000.86 ELEV = 5002.01 ELEV = 5001.44- ELEV SEPTEMBER 2024 ELEV = 5000.86 WITH CL CREST ELEV = 5002.10 - 50 0 50 100 SHEET STA = 15+77.25 VERTICAL CURVE sTA = 16+77.70 - STA = 19+68.35 STA = 22+57.12 STA = 22+72.15 4995 ELEV = 5000.95 ELEV = 5000.95 ELEV = 5002.18 ELEV = 5001.40 ELEV = 5001.14 4995 scale HORIZ: 1"=50 feet ��� �f 224 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 VERT: 1"=5' 83' ROW (MIN.) 83' ROW (MIN.) N 7 WY 7' PKWY PKWY 6.5' PKWY (T1 P) (MIN.) (TYp•) (MIN.) 47' ROADWAY 11' 36' ROADWAY 5' 6' 6' 5' ATTATCHED 5' 6' 6' 5' WALK BIKE BIKE WALK GREEN WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) 19 PARKING 10' 10' (MIN.) (MIN.) (MIN.) (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL PARKING (MIN.) TRAVEL TRAVEL z 0 C/) a- CONNECTOR LOCAL 1 W/ BIKE LANES o CONNECTOR LOCAL W/ BIKE LANES W/ KTm C/-) Ld o MM ft4RW To as�a M w ILL9� ATTACHED GREEN 74' (NOT ROW) 66' ROW (MIN.) TEALBROOK DR FROM s.Wm To swaoo 5' 6.0' 6.0' PKWY WALK 7' PKWY PKWY (MIN.) (MIN.) (TYP.) 62' 6' �' 36' ROADWAY 6' 6' WALK 8' 8' BIKE WALK (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL Q 0 CONNECTOR LOCAL 1 W/ ATTACHED GREEN RTAL FWM SoMMI TO ff*WD0 DRAWN SEE SHEET 156 B R B PC- PT PC - - PT pC \PC ///// l \ d 25+78.37 25+82.30 25+93.16 PT PC=28+49.57 2g+55.50 I 29+82.40�PT PC 25+97.09 28+45.65 i, 29+86.32 31+16.83 CHECKED DAP 5001.64 5001.70 5001.76 5001.54 , 5001.48. 5001.38 5001.36 -` 5002.34 PT PC5001.73 5001.52pT PTPRC '' DESIGNED 25+71.20 - 26+04.26 28+38.47 J� 28+99.48 6 PC PT -- _ -- 5001.53 --- 5000.93 r - 29+93.49:31+09.45 5002.544 PT /; 31+52 00 BRB ----- 5001.69 �� -- � 5001.48- - �. "5001.32 5002.23 PRC 5002.51 PC -- --- PT -_ - -. ---- PC- 29+00 PT PC 31+20.39 FILENAME 25+67.28 26+08.19� 28+34.55 r 5002.40 ,..:. . 31+74 6 s F NAME ;PC y29+97.4 ��31+05.52 .• Pc 4 0009 STREET P&P - 5001.47 _ 5001.66 - 001.46 �" 5000.938- �5001.30 5002.18 0 �` 5002.32 24+00 25+00 T O/ 27+00 2E 30+00' 2g+00 31+00� `.PT �- PC 29+00 : 31+78.59 PQO L/c TEALBROOK DR 29+65.47-1 - 28+96.45 '5002.29 .• 22+00 23+00 24+00' 25+00 26+00 27+00 25+00 -� 26+00 28+00�� 5001.29� � 5002.71�� � �•�'� �. y • •, O���•� �Q` E \- - - - I �� / I 30+00 3�X �\ PC 24+00 . ......+.... ., PC. 27+00 ,• PC "� PT, PC PT o0 32+86.20 PT .• ..:. ,• .. :• :... 1. .. t G. :. ,. FIT 9+00 . 25+49.50. . 90. 1 < -.��- - �'-:28+16.77 =-1? 29 30+87.75 29+23.12 :.� 5003.30 KEY MAP G S 5001.47 - - 5001.66 5001.46- y 5001.23 5002.18 �.. 5002.87 .,E PT PT PC �; PT-- PT �' PC PT ' PT \ , 32+90.16 Q� F0� N . T. S. 25+53.43 25+86.48 r 28+20.70 28+81.71 29+64.72 30+91.68 .5003.38 �Q� G� �:., �.31+34.19 l 5001.53 5001.69 5001.53 5001.94 5001.33 5002.24 PCC 4''5002.46 30 .:�:PC \ S/ONAL E� 25+60.60 2 5001.84r1 �'' 3 +98.48 x 33+12.4 PC PT PC II PT E PC PT PC 31+19.20 PC o0 25+79.31 28+31.80 28+37.73 � 29+57.55 +98.48 5002.55 31+30.28T.��� o, 5003.84 � 5001.64 5001.73 5001.51 5002.48 "o �' ' PT PC 5001.715001.68 PC I.. . PC PCC PT �' �33+16.69 \ 25+64.53 5001.7 39 "1 2s+03.71 31+03.13 31+23.04� \ \29+53.62 / 5001.70 5001.76 ':�I".` 5001.94 5002.42 / ��� CPC PT 5001.61 5002.53 � \VA_:: �� `5003.91 Iza -����i1 di 5015 SEE SHEET 156 SEE SHEET 161 5015 1 1- HIGH POINT ELEV = 5002.07 - TEALBROOK DR - LFL - HIGH POINT STA = 27+05.08 PVI STA = 27+05.08 PVI ELEV = 5002.20 A.D. _ -1.10% 5010 K = 81.82 5010 90.00 VC I�_ .I 00 orn orn +o +0 N0 NLO 5005 -N W V)w INTERSECTION WITH - - 5005 -0.50% -m m w w =0.50%- N TIMBERLINE RD _0.54% _ LEGEND LU -0.80% PROPOSED --0.90% 0.55% -os2% _0.53%_ 0.6o%- PROPOSED CONCRETE O J -1.71% GRADEV 1.51% -0.65%- ---1.25% 1.49% 0.50%- -0.81% _ 0.55%- --0.559E - `•,. _ 0.60% -0.50%-0 1..50%- - 0.55% STA = 26+08.19 - STA = 28+09.55 0.8196 STA = 30+80.79- _ PROPOSED PAVERS �/� 5000 _ STA = 24+23.21 STA = 25+67.28- ELEV = 5001.66 ELEV = 5001.62 - ELEV_=_5002.03 - - - - 5000 - - -_ - - - - - - - _ELEV = 5000.68_ �V = 5001.47 I - STA = 22+8- STA _ 23+86.63 STA = 25+82.30- - - - - STA = 25+93.16 STA = 28+34.55 - - - - - - STA 31+05.52 ELEV = 5001.14- ELEV = 5000.49 ELEV = 5001.70 ELEV = 5001.76- - - - -ELEV = 5001.46 - ELEV = 5002.18 _ STA = 28+99.48 STA = 31+20.39 STA = 31+78.59 0 0 STA = 22+74.90 STA = 23+61.63 -STA = 28+49.57_ -ELEV = 5000.93 -STA = 29+65.47 ELEV = 5002.40 _ELEV = 5002.29 _ NOTES: ELEV = 5001.40 ELEV = 5000.62 EXISTING -ELEV = 5001.54 ELEV = 5001.29 STA = 22+68.97 STA = 23+33.21 GRADE STA = 28+55.50 - STA = 29+21.48- STA = 29+82.40 STA = 29+97.35 STA = 31+48.24 STA = 31+94.82 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL Od 4995 ELEV = 5001.44 - ELEV = 5000.79 ELEV = 5001.48 ELEV = 5000.93 ELEV = 5001.38 -ELEV = 5001.30 ELEV = 5002.54 ELEV = 5002.39 4995 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED D W 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z 5015 HIGH OOINT 5015 TH GEOTECHNICAL Cl) a a HIGH POINT STA= 250+25.46 TEALBROOK DR - CL 2 ENGINEER TDURING CONOR SHALL OSOTRUUCTION. MRDINATE IINIMUM PAVEMENT a J PVI STA = 25+25.46 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. PVI ELEV = 5002.68 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a A.D. _ -1.10% SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK K = 81.82 5010 90.00, VC 5010 TRAFFIC ON ALL SUBDIVISION ROADS. Z W to W - MINIMUM ALLOWABLE PAVEMENT SECTION PER O 00o +o - PRELIMINARY GEOTECHNICAL REPORT BY EEC: a U) N to ASPHALT PAVEMENT AGGREGATE BASE 0.55% THICKNESS(IN) THICKNESS(IN) 5005 0 0 0 0 2.34% c�c� c�c� 2.00% PROPOSED 5005 c/� -2.34% STA = 27+75.40 m m w w -2.00% -ELEV = 5001.75 GRADE 1.00% LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 -2.34% STA = 31+20.24 MINOR COLLECTOR 5.5 7.0 W -0.90% 0.60% ELEV = 5004.69 �j _0.55% -0.55% - 2.34% 0.87% 0.53% STA = 26+54.93 STA = 27+29.00 STA = 28+63.44 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 5000 ELEV = 5001.97 - - ELEV = 5001.50 - - ELEV = 5002.51_ - - - -- - - - - _ - - - - - - - - - - 5000 STA = 26+73.00 STA = 27+25.00- - - - - STA = 29+60.37 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. - - - - - - - - - - - - - - - __ _ _ _ ELEV = 5001181- - ELEV = 5001.41 - --- - - - - __STA = 27+21.00 EXISING ELEV = 5003.10- STA = 26+95.00 ELEV = 5001.50 GRADE 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS ELEV = 5001.50 STA = 27+12.00 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED STA = 26+99.00 ELEV = 5001.68 TO A MINIMUM OF 95% PROCTOR DENSITY. 4995 - ELEV = 5001.41 - STA = 27+03.00 ELEV = 5001.50 4995 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5015 HHIGH POINT ELEV IGH POINT STA = 26 8�3, - TEALBROOK DR - LFL 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, -PVI STA = 26+87.31 ALL-WEATHER DRAINING SURFACE CAPABLE OF -PVI ELEV = 5002.20 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING A.D. _ -1.10% PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. K = 81.82 5010 90.00' Vc 5010 M'n M'D STA = 28+37.73 +0coo +o ELEV = 5001.68 INTERSECTION WITH CONSULTING ENGINEERS � a� cA� STA = 28+31.80 N TIMBERLINE RD 748 Whalers Way 5005 ELEV = 5001.71 0.78% 5005 Suite 2W Fort Collins j STA = 28+16.77 1.62% --0.60% 0i Colorado 80525 PROPOSED 0.55% -0.62% mlm wIw ELEV = 5001.46- -2.58% _0.60% Phone: 970.226.0557 -0.80% GRADE - 4 -1.09%- 0.53% 1.51% -0.65% - _ JOB NO. -- - 0.55% - -0.55% _ 0.59% -0.59X_ 0.87% - 1230.0009.00 --0.8096 - 0.55% -- - 0.60% -0.50% 0.50% - STA = 27+91.77 - STA = 30+63.02 5000 STA - 25+49.50 STA = 25+90.4, SCALE 5000 - STA = 24+05.44 ELEV = 5001.66 ELEV = 5001.62 ELEV = 5002.03 _ -- - -- - - - - - H: 1"=50' V: 1"=5' ELEV = 5001.47 1.65% _ELEV = 5000.68 r - - - - - -STA = 30+87.75 STA = 22+72.15 - - - - - -STA = 25+64.53- - -STA = 25+75.39 I - - - - - - STA = 28+81.71- -ELEV = 5002.18 STA = 31+03.13- ELEV = 5001.14 _-_ STA = 23+68.83 ELEV = 5001.76 - - ELEV = 5001.94 - ELEV = 5000.49 _ELEV = 5001.70 _ _ - ELEV = 5002.42- DATE STA = 22+57.12 STA = 29+03.71 STA = 31+19.20 SEPTEMBER 2024 ELEV = 5001.40 STA = 23+43.83 - _ = -STA = 29+74.98 ELEV = 5001.94 _ELEV = 5001.26 ELEV = 5002.55 50 0 50 100 SHEET ELEV = 5000.62-- ,- EXISTING - STA = 29+47.69 ._ STA = 29+53.62 STA = 22+51 .4 STA = 23+15.44 - - STA = 29+68.65 - STA = 31002.19 STA = 31+58 002.61 O �f 4995 ELEV = 5001.44 ELEV = 5000.79 GRADE. ELEV = 5001.68 -ELEV = 5001.61 ELEV = 5001.23 -ELEV = 5002.46 -ELEV = 5002.61 4995 scale HORIZ: 1"=50' feet VERT: 1"=5' 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 83' ROW (MIN.) 7' PKWY 7' PKWY N (TY, ) (MIN.) 47' ROADWAY 5' 6' 6' 5' WALK BIKE WALK (MIN.) (MIN.) 19, 10' 10' PARKING (MIN.) (MIN.) ANGLED TRAVEL TRAVEL PARKING FLINT HILL DR/ o TEALBROOK DR Cn � CONNECTOR LOCAL 1 W/ BIKE LANES o N DLTB (n w FFIOMI 31MY00 TO L m PT Ld PC / �C\ PC�� APT PC PT 39+94.09 40+64.88 PC PC 42+75 35+77.12 \` 37+57.40 37+98.11 39+90.16 _ 5008.25 - 5008.61 4008.65 42+71.93 5009 5005.40 -_� 5005.63 5006.87 5008.19 PI- PC 5008.65 _ 5009.06 PT 72' ROW (MIN.) PT- 35+81.05 PT PC PC PT 39+55.30-40+60.95- PT - PT PRC - 37+50.22 37+94.18 38+05.28 39+82.99 5008.50 5008.59 40+75.97 -42+64.76 7' PKWY 35+24.79 35+69.89 5005.42 5006.53 5006.91 5008.08 _ - 5008.67 - 5009.10 7 PKWY (MIN.) 5006.85 39+nn F t I I I F - I I I I (n 5005.14 5005.36 _PT PCB -PT PT - - . _ PC-.. _ - PI - - _ (TYP.) 33+02.28� p� - PG 36' ROADWAY PRC ,x 37+46 30 38+09.21. J39+79.06 40+77.83'. 5' PC -` .- r+ 42+60.83 5 6 6 ..35+66 RC 5005,78 _ __ ^' .S,_ 5006.47 37+61.32 S006.93 5008.02 39+71.301 5008.69 -+ `� A N 8' 8' WALK 35+21.06 -- 5006.69 _ 5009.12 WALK WALK BIKE w 5005.08%< 5005.34 36+00 37+00 t " o0 39+00 - 5008.` f;:: 41+00 42+00 (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) Q PTA /. ' 33+00 /PT 35+00 ^��x 37+00 40+00 38+00 TRAVEL TRAVEL 34+98.27 3Sv F 35+02.33 34+00 37+00 36+00 FLINT HILL DR 5004 73 0 5005.36 40+00 3s+oo PC/,.,. 35+00 34+94.34 . PC -PT 3s+00 PC' PT - _41+00 iJl 37 PT 3 PC 5004.E O ;t 35+13.31 - -� =': -- == _ .36+93.59' ;�%2, _ _ -L3 39+26.24 40+00. .�. +oo •; PC � PT '� PC ' 7.. 32+66.11 -.. 36+78.57 .;.,37+41.48 . . s;_ : ;ri : 9+04 33 -40+22.28. ""4 s T 41+93.13t. DRAWN O� 5005.50 /" 5005.42 �° `- 5006.47t 5006.69 '5006.93 5007.98 5008.25 - 5,:08i74 -5008.85 5009.12- CONNECTOR LOCAL 2 W/ BIKE LANES PC 33+74.07/ O PC PC _ PT PC-: PC PT PC PT PC PT Kra BRB Q` 34+60.35 35+09.39 36+82.49 37+26.45'. 37+37.55 -39+08.26 - - 39+25.29 40+01.32 40+18.35 - - FROM�'�"W TO 5004.0E � 41+97.06 CHECKED 5004.95 % 5005.40 5006.53 5006.85. 5006.91 5008.04 1 5008.24 5008.74 5008.83 PT .,.,, Q' . .. . � � � � . .. _PT „ 5009.10 DAP PC PC DESIGNED 33+78.01 '�� J�°o� % % PCC 34+98.00 36+89 66 37+30.38 PCC PC PT PC 39+19.36 40+07 25 40+11.18 PT ,5004.03 /.�, /: •- 39+15.43 42+04.23- 33+51.41 PC o�:,, '� 34+75.66 5005.34 5006.63 5006.87 5008.15 5008.21 5008.77 5008.79 i 5009.0E no BRB 5004.20 o° 33+07.15 PC 5005.19 Q // x r M SHUT 167 FILENAME PC ;. %^�° 5004.22 34+71.34 PT 34+64 33+47.48 / PT 5005.12 5005.028 5004.22 33+11.067 0009_STREET P&P 5004.20 33+22.19 P,00 L/c •�...... r �5004.15 p�0••0 �P PC +18.27 69, x,.. 5004.17 \ SEE sH�r go KEY MAP 5010 5010 S/ONAL FLINT HILL DR - LFL 1.28% 0.78X -0.55% 1.47X- 0.50% - PROPOSED - - GR_ 1.28X 0.78X 0.559 - STA = 38+47.06 5005 �.52y6 0.50% ELEV = 5007.29 5005 O 0.55X STA = 36+17.78 m m _0•g1% 1.00% -0.61% _ ELEV = 5005.7E STA = 37+46.30 STA = 38+22.06 0.60X 2.00% I ELEV = 5008.47 ELEV = 5007.09 1.009E -STA = 33+78.01 STA = 35+24.79 STA = 35+92.78 ELEV = 5004.03 ELEV = 5005.14 ELEV = 5005.57 STA = 38+09.21 STA = 34+94.34 ELEV = 3500E 69 ELEV = 5006.93 STA = 33+47.48 ELEV = 5004.67 -STA = 35+81.05 5000 - - STA = 32+86.20 - ELEV = 5004.22- - - - - - - - _ _ _ _ - -ELEV = 5005.42 - 5000 ELEV = 5003.30 -STA = 33+16.69 - STA = 31+94.82 - ELEV = 5003.91- \ ELEV = 5002.39 EXISTING - - - - - - - - STA = 31+78.59 GRADE- ELEV 4995 ELEV = 5002.29 4995 31+50 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 LEGEND CD Z J PROPOSED CONCRETE r;:' O LL 5015 5015 PROPOSED PAVERS co0 FLINT HILL DR - CL > cc NOTES: to o 5010 1.28X 0.78X - 5010 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W ad 0.55% RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED D PROPOSED 0.78X W GRADE- 1.28% 0.78X 0.55% - STA = 38+34.74 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO CO Z 0.78X. STA 37+58.60- ELEV = 5009.53 Q = 1.28X 0.78X ELEV = 5008.80- STA = 38+09.74 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 0.78X 0.55% --STA = 35+72.60 ELEV = 5009.33 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J STA = 34+97.60- ELEV = 5007.78 STA = 37+83.60- - SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER a. STA = 33+49.09 ELEV - 5007.07 ELEV = 5009.00 5005 5005 m o.55� - ELEV = 5006.25 - -STA = 35+47.5 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 9- STA = 32+74.09 STA = 35+22.60 ELEV = 5007.58 m ELEV = 5005.54 33+24.09 ELEV = 5007.2E SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK ELEV = 5006.05 TRAFFIC ON ALL SUBDIVISION ROADS. � W STA = 32+99.09- ELEV = 5005.73 t MINIMUM ALLOWABLE PAVEMENT SECTION PER O W 5000 _ - - - - - - - - - _ - - - - - 5000 PRELIMINARY GEOTECHNICAL REPORT BY EEC: - - - - - - - - - ASPHALT PAVEMENT AGGREGATE BASE _ THICKNESS(,IN, THICKNESS.IN) co EXISTING-- - LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 GRADE MINOR COLLECTOR 5.5 7.0 4995 4995 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4990 t 1 1 4990 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 31+50 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 0.55X-0.86% ALL-WEATHER DRAINING SURFACE CAPABLE OF FLINT HILL DR - R FL SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 1.28X- 0.78X 1.51X- 0.78X 1.28% 0.78% - 1.47% 0.55% PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. PROPOSED 0.71% - 0.50X- - _ 0.50% GRADE 1.53% - - 0.55% STA = 39+04.33 5005 -0.50% - STA = 37+79.33 ELEV = 5007.98 O 1.00X 0.74% STA = 36+78.57 ELEV = 5007.29 - N 5005 m 1.87X- 0.55% STA = 35+50.05-ELEV = 5006.47 STA = 39+19.36 m � ELEV = 5005.7E I STA = 37+54.33 ELEV = 5008.21_ � ELEV = 5007.09 -STA = 36+93.59 � INC. L.STA = 33+47.19 -STA = 35+25.05 ELEV = 5006.69 STA = 37+41.48 - STA = 39+25.29 TI W ELEV = 5004.33 ELEV = 5005.57 ELEV = 5008.24 - STA = 31+58.91 ay - _ STA = 34+60.35 - -STA = 35+13.31 ELEV = 5006.93 Whalers CONSULTING ENGINEERS -ELEV = 5002.61_ - - - - - _ -STA = 33+22.19 ELEV = 5004.95 - ELEV = 5005.42 5000 _ - - - - ELEV = 5004.15 - - - - 5000 Suite Colorado Fort Collins STA = 32+61.36 STA = 34+75.66 _ ELEV 5005.19 STA = 34+91.68- - - Phone: 970.226.0557 ELEV = 5003.63 -STA = 33+07.15 = ELEV = 5005.31 Colorado 80525 ELEV = 5004.22 � � ' � roe NO. STA = 32+76.37 STA = 34+79.25 - _ - - _ _ _ _ _ _ - - - - 1230.0009.00 _ ELEV = 5003.91 ELEV = 5005.21 - _ _ EXISTING SCALE H: 1"=50' V: 1"=5' 4995 - GRADE 4995 31+50 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 161 of 224 VERT: 1"=5' 72' ROW (MIN.) N 7' PKWY 7' PKWY (TYP-) (MIN.)36 ROADWAY FLINT HILL DR 5' 6' 6' 5' WALK WALK 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL z 0 C/) g z O CONNECTOR LOCAL 2 W/ BIKE LANES U) Lj KTa > fno�+asoa000 TO 4o@oaoo w PT PC 1 � PC 42+75.86 42+81.71 42+71.93 5009.04 5009.01 PT 42+85.64 \ I 1 5009.06PT 5008.91 42+64.76 PC \ \ 5009.10 42+92.81 e - PC. 5008.74 _ o 42+60.83. EP \ 5009.12 42+96.74 L I \ \ EP - - 5008.65 46+53.17 42+00 1 \ 5009.58 m DRAWN 39+00 40+00 41+00 \-+ 42+00 43+00 _� 44+0 45+00 46+00 BRB 42+00 FLINT HILL DR _� END OF R ADWAY IMPROVEMENTS 1+00��-- PC -CEP WITH PHASE D. THE REST OF THE _ 41+93.13z / 42+29.04��� �' . :: ROADWAY DESIGN AND IMPRCVEMENTS _ 5009.12- 7" 5008.65 CHECKED DAP PT SHOWN 1 OR REFERENCE ONLY. C DESIGNED 41+97.06 42+25.111 R''... \ .; BRB 5009.10 5008.74 FILENAME PC I PT \ I \ 0009_STREET P&P 42+04.23 PT 42+17.94 \ % 5009.06 PC 5008.91 \ \ 42+08.16 5009.04 'I 42+14.02 a 5009.01 L/c ' - ��••QRE e�p�1 n - 5015 5015 KEY MAP FLINT HILL DR - LFL N . T. S. COORESPONDS ONAU WITH CL CREST VERTICAL CURVE -0.82X - -1.2tX -0.50X 5010 -PROPOSED 0.28X -0.26X --0.61X GRADE _. 1.51X 0.55X 1.28X 0.78X 0.555X _2.35X 5010 _ A 0.50X 0.5511111, 1 STA = 42+96.74 STA = 39+79.06 STA = 40+75.97 - ELEV = 5008.65 ELEV = 5008.02 _ ELEV = 5008.67 STA = 42+81.71 5005 STA = 140+89.97- - ELEV = 5009.01 5005 STA = 39+94.09 ELEV = 5008.85 STA = 42+05.74 _ELEV = 5008.25 ELEV = 5009.48 _ - - -STA = 42+75.86 STA = 41+14.97 - ELEV = 5009.04 W STA = 40+1311 ELEV 5008.37 ELEV = 5009.04 STA = 42+27.60 -STA = 42+60.83 j = 37 STA = 41+82.60 ELEV = 5009.42 ELEV = 5009.12 ELEV = 5009.41 - - - STA = 42+52.60 5000 - - - - - ELEV = 5009.22 5000 - EXISTING CD GRADE LEGEND 4995 4995 Z J 39+00 40+00 41+00 42+00 43+00 44+00 PROPOSED CONCRETE `.:: r;:' ;- O LL HIGH POINT ELEV = 5009.97 PROPOSED PAVERS c 0 HIGH POINT STA = 39+25.51 �+/ 5020 PVI STA = 39+47.37 5020 PVI ELEV = 5010.15 A.D.K = 4190X FLINT HILL DR - CL NOTES: 0 0 � 90.00, VC EXISTING m GRADE 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W od r*- _ _ __ - - - - - - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5015 o rn N"� - - - 5015 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. Z +o -no a a MLO rno 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a = J U)ujMm ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT m m SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEERa. ww AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a 5010 I 5010 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK XI I TRAFFIC ON ALL SUBDIVISION ROADS. W 1.60% 0.55X W 05 "i MINIMUM ALLOWABLE PAVEMENT SECTION PER O PROPOSED PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE 5005 GRADE m 5005 THICKNESS(,INJ THICKNESS�IN� m - - o LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 ++ LO MINOR COLLECTOR 5.5 7.0 -END OF IMPROVEMENTS - n STA; 39+98.17 o n > 5000 + N w 5000 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. n= 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 4995 4995 TO A MINIMUM OF 95% PROCTOR DENSITY. 5015 39+00 40+00 41+00 42+00 43+00 44+00 5015 45+00 46+00 47+00 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. COORESPONDS FLINT HILL DR - R FL 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, WITH CL CREST ALL-WEATHER DRAINING SURFACE CAPABLE OF VERTICAL CURVE SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 1.51X 0.55X PROGRADE -0.26X_0 82X -1.21 o.50X PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5010 0.55X 0.78X 0.78X 0.28X -0.61 X 5010 -0.86X 0.50X 0.55X -2.35X STA = 40+47.28 - ELEV = 5009.04 _ � - STA = 40+22.28 _ _ TST, INC. 5005 STA = 39+7 5 ELEV = 5008.85 5005 CONSULTING ENGINEERS ELEV = 5008.59 l STA = 41+14.90- - - - STA 39+68.23 E -� -in 748 Whalers Way ELEV = 5008.57 ELEV = 5009.41 so Suite Colorado Fort Collins W I o Colorado 80525 i7pf - STA 41+38.04 i -a� o -STA = 39+55.30 ELEV = 5009.48� -+ -o ELEV 5008.50 Phone: 970.226.0557 1+59.0-i-w- 5000 STA = 39+25.29 ELEAV = 45009.42 - n n 5000 1230.0009.00 ELEV = 5008.24 - - - > STA = 39+19.36 STA = 41+84.90 STA = 42+08.16 -� ELEV = 5009.22 ELEV = 5009.04. !n w SCALE _ ELEV = 1 5008.21 -EXISTING- H: 1"=50' V: 1"=5' STA = 39+04.33 GRADE STA = 41+93.13 STA = 42+14.b2i DATE SEPTEMBER 2024 ELEV = 5007.98 ELEV = 5009.12 ELEV = 5009.01 4995 - 4995 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 39+00 40+00 41+00 42+00 43+00 44+00 VERT: 1"=5' Of 224 60' ROW (MIN.) N 7' PKWY 7' PKWY (TYP.) (MIN.) ►� 36' ROADWAY 5' 5' WALK 8' 8' WALK SEE SHEET 154 SEE SHEET 169 SEE SHEET SEE SHEET 152 (MIN.) PARKING PARKING MIN.) I� PT ` -- �� I :. _.¢ PT... �► TRAVEL TRAVEL +• , PC 10+53.84 " -14+81.59 i : I 10+49.91 5002.82 PC ,. i M 14+77.66 5001.8 DAT 4 PC Q... 5002.92 F, I BPi PT ;' ';: ,.i. I :,::.... 5001.85 , PC ":: 16+37.41 cn PC �- _ *:1: _� PT 14+87.52 PT.�. 5001.78 = z rr 10+02 98 10+43.98~ PT- -PC 14+70.49 5001.81 16+31.48:, 1 O 10+61.01 I PT �: :•:. : 5002.98'r 5002.98 ;�::'` � � 12+13.72 PC IVPT +14.78 � '' � � PT f, 5002.65 13+07.61, 5001.89 5oo1.s1 CONNECTOR LOCAL U5 o r I 5001.23 12+20.89- 00.90 15+31.50 s _ - PT 5000.86 Kr�e► w PC 5001.18 --- PC -5001.81 BP ;10+0o I X :• ..: . . 10+64.94 .k .. ^12+09.79 pT _ PC, 13+18.70 .. .14+66.56 ;,. CPC 10+00.00 - . : .i.. 5002.56 "- 5003.09` 5001.26- 12+24.82 13+03.68 5000.92 '. ' 5001.91_: 15+87.50 ; �� 1 m 11+00 12+00 ^. 5001.15 50,00.84 14+00 5001.81 I - 13+00 13+00 �� 1ykp0 16_+00 L MOUNTAIN WILLOW WY 12+00 '13+00 '� 14+00 1 +00 16+00� 11+00 L 12+00 PT PC: - POT 1 ". s 12+24 82 13+03.68;' PT 14+00 °`X ',. . • ' PT PC PC ,. .: LLJ +64.94 12+09.79`- 5001.15 5000.84 '' 13+18.70 14+66.56 16+ �' MOUNTAIN WI Y 5002.49 5001.26PC PT 5000.92 -- �I 5001.65 PC _ 500 Q ' LLOW W PT 12+20.89-13+07.61 PC PT 0 10+61.01 °' 12+13.72 5001.18 5000.86' 13+14.78 ' ' 14+70.49 _ - 5002.55 h - 5001.23-_ 1 -_.5000.90 - 5001.63 _ - 15+31.50 5 gp PT +I y f PC .5001.28 ` m �. 10+00.00 I 10+53.84 I f j + 1 1 14+77.66 PCPC 5002.66 1 � I --_ r . 5001.59 PT_ _ "14+87.52 5002.56 / - I 14+81.59__ -'.'5001.54 15+87.50 __PT DRAWN f 1. PC I -+ ® 1 i1 ( 5001.57 5001.28 16+31.48 B R B 10+49.91 {' 5001.60 pT 5002.72 „ { ;. r�r n- - - CHECKED 10+43.98 5002.78 �. .:, l i-t - C:.I r I I - DESIGNED SEE SHEET 154 SEE SHEET 170 SEE SHEET 169 SHEET 151 BRB FILENAME 0009-STREET P&P HIGH POINT ELEV = 5002.04 HIGH POINT STA = 14+30.54 PVI STA = 14+06.74 DO L/c PVI ELEV = 5002.21 �P 5010 A.D. = 42.39.1% 5010 O ORE ��1P1' SHEET FLOWS MOUNTAIN WILLOW WY - LFL_ -_ 90.00' VC �: Pee� c�` TO CROSSPAN ^m INTERSECTION WITH- KEY MAP • O��G GO��,'t • FLOWLINE n - r a? MONTAVA AVE +0 0.41%- F� �• �� �� �o N . T. S. e� •• •. 00, +o �m 5005 0.40% -1.00% -0.50% 5005 �O ••••••• G PROPOSED m w S�ONAL E� -0.50% -2.39% GRADE >> ,?a w 0.50% -0.38% -1.00% m m -0.4Q% -0.60% 1 -1.28% - 1.51% I1.62% -0.50%-0.38% m -0.99$ --0.75% -0.50% 1.11% ID STA = 11+17.87 0.50%- STA = 14+87.52- 5000 ELEV = 5002.21 - STA = 1 5001. 0 ELEV 5001.81 5000 LEGEND STA = 10+72.87 STA = 12+09.79 ELEV = 5001.33 ELEV = 5002.48 ELEV = 5001.26 STA = 13+43.70 STA = 15+0 .89 m m -ao - _ - - I ELEV = 5001.20 ELEV = 5001.89 to w 0 ao STA = 10+64.94 - -STA = 15+30.55-- PROPOSED CONCRETE rn rn STA = 11+96.94 °' "i °'• -Ki=a'- C4 ELEV = 5002.56 STA = 13+18.70 - ELEV = 5001.81 o o._ ELEV = 5001.43 PROPOSED PAVERS 0 o ELEV = 5000.92 0 o a 0-�--o STA = 10+49.91 � , STA = 15+31.50 ' ago,: + + m + m `STA = 12+82.28 ELEV = _ 5001.81 _ - o°Do_-o- 4995 0 0 - -+_ ELEV = 5002.92 - 4995 II II- II -ELEV = 5000.74- - - - - - - - - - STA = 15+33.50 + 0 II > II > II > STA = 12+74.82 ELEV = 5001.98 '� - ¢ w ¢ w ¢ w EXISTING �_t-_ � ELEV = 5000.77 STA = 15+59.50 En w (n w v) w GRADE ELEV = 5002.56 ¢ > NOTES: STA = 15+85.50 1 ELEV = 5001.98 m--w 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL STA = 15+87.50 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 v = 5001.81 16+00 4990 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CD 5015 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J MOUNTAIN WILLOW WY - CL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT � U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK O HIGH POINT ELEV = 5002.98 TRAFFIC ON ALL SUBDIVISION ROADS. 5010 HIGH POINT STA = 10+51.16 HIGH POINT ELEV = 5002.49- 5010 PVI STA = 10+64.00 HIGH POINT STA = 14+04.39 MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 0 oo a, PVI ELEV = 5003.14 -o LOW POINT ELEV = 5001.27 PVI STA = 13+99.07 of ao A.D. _ -1.54% -LOW POINT STA = 12+70.53 r, PVI ELEV = 5002.81 PRELIMINARY GEOTECHNICAL REPORT BY EEC: N K = 58.47 o N PVI STA = 12+88.07 o a 0 00- A.D. = -2.90% N M +o 0 _ ASPHALT PAVEMENT AGGREGATE BASE W W od o,0 90.00' VC ±o °° p�A.D. 2.40%.01 M +o = '1= +o THICKNESS(IN) THICKNESS(N D -�Ln r�� +o no 90.0o VC �o vi iw _ +o K = 41.61 o U) Ln CO 5005 2'43% » �� 100.00' VC �' ui W �;�;; 5005 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Q Z -2.86% 0.55% I �u >> m m w w 0.009E � MINOR COLLECTOR 5.5 7.0 -0.78% >> w w I 2.00% Q J -0.99% m m I --I -1.28% -0.78% -2.00% 1.289E 1.62% -o.00%_ 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED a. STA = 14+64.07 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5000 -PROPOSED ELEV = 5001.98 5000 STA = 12+13.07 GRADE STA = 14+94.00 Z W BEGINNING OF PHASE D IMPROVEMENTS ELEV = 5001.59 ELEV = 5001.74 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS -0- _ STA; 10+30.00 _ EXISTING NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W -0 0 STA = 15+00.00 c �- - - - - - - - i -GRADE ELEV = 5001.74 TO A MINIMUM OF 95% PROCTOR DENSITY. + _o- - - _ - = STA = 15+26.00 00 o STA = 10+14.00 -ELEV = 5002.26 o- _ - 4995 - R ELEV = 5002.86 STA = 11+88.07 _ - - _ _- - _ _ - - - - - to 0 4995 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co ELEV = 5001.91 STA = 15+52.00 + Ln II ELEV = 5001.74 _ ¢ STA = 105002.7 II II 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, v - ELEV = 5oo2.7s ¢ ALL-WEATHER DRAINING SURFACE CAPABLE OF STA = 10+08.00 -w SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING ELEV = 5002.86 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 4990 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HIGH POINT ELEV = 5002.00 HIGH POINT STA = 14+19.02 PVI STA = 14+13.70 PVI ELEV = 5002.32 A.D. = -2.90% K = 31.00 5010 90.00' VC 5010 MOUNTAIN WILLOW WY - RFL 0 INTERSECTION WITH o -t o MONTAVA AVE 5005 �to �' 5005 -1.50% 6i w N w 1.00% -1.00% PROPOSED m m W W 0.50%-0.50% GRADE -0:50% -0.54% I -1.28% -1.00% -0.999; -0.50% 1.11% 1.51% 1.62% m -1.28% - - TST, INC. STA = 11+17.87 --0.759G 0.50% CONSULTING ENGINEERS 5000 ELEV = +1 871 STA = 14+66.56_1111- 500D 748 Whalers Way ELEV = 5001.65 Suite 200 Fort Collins STA = 10+64.94 - - Colorado 80525 ELEV = 5002.49- STA = 11+96.94 _ STA = 14+87.52 Phone: 970.226.0557 ELEV = 5001.43 ELEV = 5001.54 m- _ -.STA = 10+49.91 roe No. ELEV = 5002.72 STA = 12+09.79 STA = 15+30.55 1230.0009.00 00 a- ELEV = 5001.26- ELEV = 5001.29 + STA = 10+43.98 1 - STA = 12+82.28 , 4995 o ELEV = 5002.78 STA = 12+74.82 ELEV = 5000.74- - - _ - _ _ _ - STA = 15+31.50 4995 H: 1 =50 V: 1 =5 ELEV = 5000.77 ELEV = 5001.28 II II STA = 13+18.70 -- STA = 13+43.70 STA = 10+00.95 I- STA = 15+85.50 -ELEV = 5001.20 -� ELEV = 5002.56 ELEV = 5000.92 I EXISTING -STA c 15+33.50 ELEV = 5001.45 m -w STA = 13+52.70 GRADE -ELEV 5001.45 STA = 15+87.50 SEPTEMBER 2024 ELEV = 5001.33 STA = 15+59.50 _ELEV5001.28 50 0 50 100 SHEET ELEV = 5001.97 STA = 15+88.45 4990 1 1 1 1I 1 ELEV = 5001.29 - 4990 scale HORIZ: 1"=50' feet 1 VERT: 1"=5' ■� �� 224 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 60' ROW (MIN.) 7' PKWY 7' PKWY N (TYP.) (MIN.) 36' ROADWAY 5' S' WALK 8' 8' WALK (MIN.) PARKING 10' 10' PARKING (MIN.) SEE SHEET 151 SEE SHEET 188 SEE SHE. 148 TRAVEL TRAVEL z 5 I 001. - P PC •.: 16+41.34 21+52.03 U) o PC 1 6+37.41 r. �\ 5001.73 I�..�:', Y , 5000.09 2R+55.88 / 14+87.52 PT 5001.78 = __ 5001.81 16+31.48 ' r PC PT cn PT k. . ' 5000.07 CONNECTOR LOCAL U) w 5001.81•_ 16+48.51 �. '::_' .. •. 21+44.97 , , o 15+31.50 5001.63 5000.13 �- PRC / ✓ / �T'� w 5001.81 - PT PC PC - - - ;�--�. -- -�,-,. . - --- �:20+7436. PCC �E /:�.,. 16+52.44 •, f....,. ,, dr5000N58/ 15+87.50 -5001.59 •. ,;.., ;.. .,��: : '��� :�25000.15 21+96�88 / 4999. 7 _ko 5001.81 - 17+00 - 18+00 19+00 20+00 PC 21+0 »✓,.. 0� 5 16+00 �;. � 0+ 2.0 •MOUNTAIN WILLOW WY 2 2 0�y /// / 1 +00 16+00� `17+00 18+00 19+00 20+00 17+00`' ' R o- - �Tl - �--^�. r 0 50 0.27 - PT �' ( �•, .�- 18+00 .:`19+00 T20+00. PC. . .. . . . 16+52.44 PRC .^ < 5001.58 5000.62 21+09.41 �l. / o PC 5000.27 PT - 16+48.51 _ PT ;:/• � . 15+31.50 :;C�` -- 5001.59 � " �-1 J 21+13.18 � � • � " / °/�.` / 5001.28 ` PT �- �� 5000.25 Ep / MOUNTAIN WILLOW WY m PC PC 16+41.34 I '� PC / 21+83 89 / T _ . 14+87.52� 15+87.50 �`c+ -_PT 5001.63 j 21+20.49 / 4999.83 / DRAWN 9 `''5001.54 BRB I 5001.28 PC 5000.21 / PCC 16+31.48 (. / / / 5001.60 16+37.41 :: ;; pCc 21+3 61 CHECKED y F 5001.65 _ '�,;.'�� - y �/ 21+24.49 e/ 5000%13 / / DAP �TF �; �- �� 5�0.19 / DESIGNED ` y r� l SEE SHEET 151 SEE SHEET 188 BRB SEE SHEET 149 5015 5015 FILENAME --HIGH POINT ELEV = 5002.23 I - 0009_STREET P&P --HIGH POINT STA = 17+62.10 MOUNTAIN WILLOW WY - LFL - PVI STA = 17+54.29 _ PVI ELEV = 5002.38 DA QO L/ A.D. _ -1.33% P•...... K = 67.70 :' RE I 5010 90.00' VC 5010 KEY MAP • +o +$ N . T. S. e F° �•�`� S/ / O ••••••• L � ONAU \vi` 5005 v 00 5005 PROPOSED .- 2.24% -8. .50 -0.50% m m w w -GRADE - 1 0.50% _- I 0.4 1%.-0.39% -1.27 0 78% _ -0.73% � - -0.55% LEGEND 5000 STA = 16+52.44 - -0.50% 5000 ELEV = 5001.59 STA = 16+37.41 ELEV = 25000.62 PROPOSED CONCRETE ' ELEV = 5001.78 I -STA = 16+31.48 ING7 STA = 21+01.41 PROPOSED PAVERS N - _ ELEV = 5001.81 -GRADE ELEV = 5000.42 _ o -STA = 16+09.49 - STA = 21+12.60 - �- 4995 + 'n - - ELEV = 5001.89_ - - - - _ - - - - ELEV = 5000.29- STA = 21+96.88 4995 II II 5001. ESTA LEV =15+88.41 - - - - - - _ - - ELEV = 4999.87 LS TA = 15+87.50 NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL STA = 15+85.50 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 4990 ELEV = 5001.98 4990 - _ - TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z LU ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J 5015 5015 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT LL MOUNTAIN WILLOW WY - CL SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK co O TRAFFIC ON ALL SUBDIVISION ROADS. > HIGH POINT ELEV = 5002.72 MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 5010 HIGH POINT STA = 17+09.74 5010 PVI STA = 17+01.93 PRELIMINARY GEOTECHNICAL REPORT BY EEC: in �c Lc,' -PVI ELEV = 5002.87 N ASPHALT PAVEMENT AGGREGATE BASE UJ w (01�n - A.D. _ -1.33% N THICKNESS(IN) THICKNESS(IN� D (0N K . s7ao LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO Z L0 = 90.00' vc 5005 6 v v v 5005 MINOR COLLECTOR 5.5 7.0 Q -0.00% m m W W PROPOSED- GRADE > a. 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q 0.78% -0.55% -0'78% -1.05%- 2.32% TO THE CITY OF FORT COLLINS PRIOR TO PAVING. -1.289; 1.80% Z Uj 5000 - -STA 15+58.00 5000 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS = STA = 20+22.38 W ELEV = 5001.74 O ELEV = 5001.11 - -- NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED - - TO A MINIMUM OF 95% PROCTOR DENSITY. STA 15+52.00 EXISTING -ELEV = 5001.74 --GRADE STA = 20+47.38- - ELEV = 5000.91 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. _ -STA = 20+95.94 _ co 4995 - - - - - - - - - ELEV = 5000.29 - - N 4995 STA = 21+13.70 0 0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ELEV = 5000.10 + o ALL-WEATHER DRAINING SURFACE CAPABLE OF STA = 21+17.73 N SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING ELEV = 5000.01 - II II PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. STA = 21+204--Q_ 4990 - ELEV = 50001 ;- 4990 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 HIGH POINT ELEV = 5002.23 HIGH POINT STA = 17+62.10 PVI STA = 17+54.30 PVI ELEV = 5002.38 A.D. _ -1.33% 5010 K = 67.70 5010 90.0o VC -MOUNTAIN WILLOW WY - RFL - pio +O +0 L LO 5005 Cn w � 5005 --8.33% 0.1 m m m m 2.00% -0.50% I PROPOSED 1.00% 0.82% _0.78% GRADE -0.50% TST, INC. Ll 0.73% - - --- - -0.83% - ..62% CONSULTING ENGINEERS 5000 16+77.44 - - -0.61% 5000 748 Whalers Wa ELEV = 5001.78 STA = 20+74.36 y -STA = 16+52.44 ELEV = 5000.62 Suite 200 Fort Collins ELEV = 5001.58 - Colorado 80525 +98.08 Phone: 970.226.0557 STA = 16+37.41 EXISTING ELEV = 5000.42 JOB No. rn - 1230.0009.00 ELEV = 5001.65 GRADE - TA = 21+09.41" o_ - _ STA = 16+31.48 - - _ _ - - - - - - - - 'ELEV - 5000.27 4995 + - ELEV = 5001.60_ - - - -- - - -- - - - - - - - - 4995 - STA = 15+88.45 STA = 21+24.49- II ELEV = 5001.29 ELEV = 5000.19 15+87.50 STA 21+34.61- DATE SEPTEMBER 2024 ELEV = 5001.28 ELEV = 5000.13 50 50 100 SHEET STA = 15+85.50 STA = 21+83.89- r_4990 - I ELEV = 5001 i45 ELEV = 4999.83 4990 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 scale HOR 1"=5 feet VERT:: 1"=5' 164 of 224 51' ROW (MIN.) FUTURE ROADWAY INFRASTRUCTURE 6.5' PKWY 6.5' PKWY SHOWN FOR (MIN.) MID.) SEE SHEET 176 \vA REFERENCE ONLY SEE SHEET 167 PT 28' ROADWAY V 1. VA PT EP_ 5 b' �c PC 17+01.31 5004.17 PC N, 18+13.64 WALK 8' WALK +9414 >�7-�17+22.20�-A 5002.00 T =7_� PC 17+15.03 13+57.72 �13+65. 8,--1 1 +41.35 14+45.27 16 (MIN.) PARKING (MIN.) X, f5001. 8-j 5005.46 5005.48 50- .. .- 10' 5004.9. 5UO4.57 -,, --0-- 10' L - -0-T- -PRC PT PC V *\ TRAVEL TRAVEL EP 13+50.75 1 35.42 1-452.44 PT 1'6+9 0.P2 C4 17+26.12 5005.00 5005.43 5005.52 PC 16+3020 5004.84 5004.69 5003.81 p T' PC\, PT -1+u PC 5006..04 MCI q., ��k � MOUNTAIN WILL_ U) ,.:'/ PCC 1 6 .90- 14'+31. 1, 14+5637 �006.36 12+5259 13+46.59- 5 �5005 15 1-95.20 JEP MIDDLE FARM WY 0 PT 5004.14 5004.77 15+00 16+00 ---L-5000.15 16+71.73 RESIDENTIAL LOCAL U5cn 12+4579 PCC 5003.81 5004.10 RTA 12+56.8u 4�00 + 15+54.20- PC 14 15 00 PRC 5004.16 14+00 MIDDLE FARM 4999.82 17+11.10 /12+41.92 5004.30 f5+00 5004.09 N PC 15+81.84 PT PR 15+37.12 5006.02 17+05.24 PC 12+32.03 RAISED CROSSWALK PC-- 14+05.40 5006.38 5004.45 12+28.16 5004 YO�O SEE SHEET 224 5+89.60 5005.20 11 --1 PT RAISED CROSSWALK 5003.99 5005.21' PT � 1 ' PT 14+01.40- SEE SHEET 224 12+21.37 13+48.72 i 5005.26 5003.91 5005.05 \ `\ III / I < PCC/' SEE SHEET 176 12+17.16+ `v 5003.85 (n P(- J 11+06150 DRAWN 4998.60 BRB PC; 11+14.42+. CHECKED 10+63.99-. 0 5003.32�1. PC DAP , 1� 11+11.53 PT . 5003.32 5002.89 0 + DESIGNED 0 BRB V 10+60.06 PC T FILENAME F. PC- 5002.87 PT 0009-STREET P&P 10+48.96 ��-10+52.89Y- 5002.82 I n:,:\5002.84 PT 110+43 0.5 8 10+43.03 /T 8 5002.79 F_ BP 3.1 10+00.00 10+00.00 1� 0 5002.98 5002.56 __j KEY MAP . _j L - L N . T. S. 1000 T -0< C� +�_ _10+00- T �?z X 10+0 0 Z) I ------- 01 49977 /L SEE SHUT 163 LEGEND MOUNTAINWILLOW WY/MIDDLE FARM WY LFL HIGH POINT ELEV = 5006.37 PROPOSED CONCRETE n HIGH POINT STA = 15+817.31 0 F)- P\A STA = 16+16.52 PROPOSED PAVERS c4'I- P\A ELEV = 5006.57 -C4 r,(0- + A.D. -3.20% -Rm K 27.78 Lo 5010 _+0 5010 INTERSECTION WITH 88.99' VC to 0- HARWOOD LN - NOTES: Inin 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL 0.55X RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED -0.77X-0 50X -------- PROPO .50X- - 1 1 / r I GRADE 0.51% -2.66X- 5005 5005 PROPOSED 1.23X .1 8XTO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 1. 8X 77- 0.55X- 0.72-X-\ .72% - --0.50X -0.51X-- A LsTA 13+8 _STA 14+94.23 _0.53%-�r A ELEV 5005.21 -ELEV 5005.90 CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL z I EXISTING STA 13+64.90 - ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J STA 11+14.42 ELEV 5005.01 ELEV 5003.32 GRADE ELEV 5003.81 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER I _STA 13+61.54 AFTER 5000 STA = 11+01.85 ELEV = 5005.00 5000 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK STA = 10+00.00 ELEV = 5003.25- ELEV = 5004.30 ELEV = 5002.5 L�:.STA 12+71.72 STA 13+46. TRAFFIC ON ALL SUBDIVISION ROADS. - - -::- STA = 12+12.59 ELEV 5004.34 _ELEV .5004.77 _STA 17+05.24 STA = +43.03 STA 10+76.85 - -ELEV = 5003.82 1 1 STA 14+69.23 ELEV 5004.45- ELEV = -ELEV 5003.06-- LsTA 12+'56.80 \-STA 12+98.84MINIMUM ALLOWABLE PAVEMENT SECTION PER 0I I ELEV 5004.16 _ELEV 5004.53 ELEV 5005.70 LSTA 16+90.24 STA = 10+63.99 1 1 1 1 1 ELEV 5004.62 PRELIMINARY GEOTECHNICAL REPORT BY EEC: STA 12+17.16- -STA 12+32.03 - STA = 14+56.37-1-- 1 - - ASPHALT PAVEMENT AGGREGATE BASE in UJ od 4995 ELEV = 5002.89 ELEV 5003.85- ELEV = 5004.04 f::- ELEV = 5005.54 4995 I THICKNESS(IN) THICKNESS(IN) D 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 HIGH POINT ELEV = 5006.79 CO Z -4 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Cl) 5015 1 -1 5015 MINOR COLLECTOR 5.5 7.0 HIGH POINT STA = 15+51.30 J STA = 10+00.00 MOUNTAIN WILLOW WY/MIDDLE FARM WY go'0--P\A STA = 15+80.88 - > 00 P\111 ELEV = 5006.99 - -ELEV = 5003.07 tri[_� 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 14)(0 A.D. -3.217. -00 1 OR 0 +0 K = 28.04 -to Cq TO THE CITY OF FORT COLLINS PRIOR TO PAVING. STA = 10+08.00 0 ELEV 5002.84 Lo 90.00' ve -co - 5010 co 0 5010 uj Z:iIA = 10+11.00 z ELEV 5002.77 • NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED Lu 8 CUN 0 STA = 10+14.00 PROPOSED 0.78X _>2�_ TO A MINIMUM OF 95% PROCTOR DENSITY. _ ui ELEV 5002.85 GRADE-- 1.28X 1 .-\- .7 .2 X-0.78X__ 0.87X-\ 0.55 1 X 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5005 8x FA --0.55 x STA = 14+55.61 5005 8x- 0.55% ELEV 5006.31 --- STA = 11+96.99 _ELEV 5004.94 �STA 14+30.61 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, T ELEV = 5004.23 STA 12+46.96 ELEV 5006.11 A0.3296 ALL-WEATHER DRAINING SURFACE CAPABLE OF - 5.61 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -2.84X- = 10+93.93 - ELEV 5004.74 STA 14+0 -2. ELEV = 5003.66 STA = 12+21.99-- ELEV = 5005.79 - - - - - - - - - - - PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5000 - 42%- STA = 10+68.93 - ELEV = 5004.42 �_-STA 13+69.68 STA = 17+57.98 5000 _ELEV = 5003.47r-- __ELEV 5005.48 2.44% -j 1 _7�_V_ STA = 1110+43.93 ELEV = 5002.28 -1.Dox V = 5003.115' --co EXISTING riC4 GRADE _+ 4995 1 1 1 1 1 CO U" 4995 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+01 11 5015 19+00 5015 HIGH POINT MOUNTAIN WILLOW WY/MIDDLE FARM WY RFL HIGH POINT STAELEV 15+5006.3935.33 04 Pm STA = 15+66.80 0) P\A ELEV = 5006.60 6 rj_ - 00 co- A.D. -3.21% (0 n 0- K 4 29.83 5010 o LO 95.76 vc _L0_ _+0 5010 STA = 10+00.00 6i tij _L0_ ELEV = 5002.98 §!m�) m 0- STA = 10+21.52 PROPOSED I >> ELEV 5003.06 GRADE 0.55 -0.55% TST, INC CONS . STA 10+43.03 0.78%= TING ENGINEERS 11-40x�i - 087%_'.2111 41!!L� CONSUL 5005 ELEV 5002.98 0.85p. �A 0.5070 C 1 5005 748 Whalers Way 0.50% 0.60% 11 STA = 13+48.72 Suite 200 Fort Collins - 2 =4t_ STA = 11+94.35 ELEV = 5005.05Phone: 970.226.0557 0.40% 0-40k� Colorado 80525 ELEV = 5003.82 J-- STA = 13+52.72 JOB NO. STA = 12+17.23 ELEV = 5005.07 STA 16+71.73- 1230.0009.00 0 ELEV 5003.81- 5000 ELEV = 5004.02- 1 STA = 13+88.6 5000 SCALE Go ELEV = 5005.38 H: 1"=50' V: 1"=5' STA = 12+40 111-1 STA = 12+62.99 STA = 14+13.65 ELEV = 5004.34 ELEV = 5004.53 -ELEV = 5005.70 -EXISTING STA 11+08.34 1 - \__� 11-->ii- GRADE DATE SEPTEMBER 2024 ELEV = 5003.30 cn_._wj- 50 0 50 100 SHEET 4995 4995 scale HORIZ: 1"=50' feet 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 VERT: 1"=5' 165 of 224 51' ROW (MIN.) N 6.5' PKWY 6.5' PKWY (TYP.) (MIN.) SEE SHEET 157 SEE SHEET 154 28' ROADWAY WALK 8' WALK \ \ V (MIN.) 10' 10' PARKING (MIN.) TRAVEL TRAVEL < EPi: z I 1 s+so. s\•'> � 7 EP q \ \ \ G I A I I I I I I I I I I I 1 5002.57 16+69.80 0 \ ,,�� yC PT ! I I 'T ! ! I � � Pc 5002.55 z 11+9017 I I U-77 - �11 - 16+36.78 ` �\ RESIDENTIAL LOCAL o N PT/ 5002.55` , 0 \ b0 _ --- - KTAL 15+95.71 5 83 \ \� ' +36.11 I I 15+50.11 - wB 02 P ; . .. 006.07 ° 50 �._.- 5006.23 02- � 9 w1 0 00 1 0 15+0 ° 5005.60 -11+31.13 12+00 _ 13+00_- ' + 015+40.90-, PT 40 +o �` o �• PT 5006.4B _ - N A N A LN -I 5003.4'-`�--15+90.73 16 0 10+43.98' - 12+00- 13+00 13+00- 14�40 / y�5+00 5003,01 s o ./moo - - - =- - - _ _ PC NANNA LN H' f :: : 5005.59 �� ��k _ 16+48.32 \ BP -� _ - 12+00 PC r: PT .F:. ,1b+00 CPC. ' 10+00.00 �%11k00 ' °•,•.. `.•' :` .' 13+43.69' 13+84.60 •15+50.30 . .',.16+04.36 5002.26 1 . ,... . . . .: 5005 72 /11+00_ PT r 5002.61 11+84.60 I I 5004.61 �, I 5004.28 5002.99 PT w T PC•. 16+42.39 Q PT PC I5005.83 PT I 3+80.67 I 16+27.36 \ I o 0+64.94 PC 11+38.99 ! 15004.59 5004.33 5002.36�r02.29 i .. .,. . 5006.06 ` I I PT o+oo 5005.50 �- �\ - � PC PT \ ,� 16+31.29 PC PC 13+73.50 16+38.46:'.' m ' I \ ,l 13+54.78- 5002.34 BP. 10+61.01` PT PC 5004.43 I I 5002.31 ;. z. \ _ I I I 5004.55 13+58.71 13+69.57 10+00.00 5005.48 - 5005,17 i PT PC PT y 5004.53 5004.48 Y / �j DRAWN 10+43.98 10+49.91 \ I I ;\�" B R B 10+53.84 _ I / \, W t7j / \ - 5005.40 5005.43 \\ I I - _ - R. : � 11 a= \ \ \ 5005.45 S �- -- - - - -!- - �- - - - .�I- - �- F- - i r CHECKED DAP SEE SHEET 156 DESIGNED BRB FILENAME 0009_STREET P&P 5010 5010 -0.24% NANNA LN - LFL -0.50% 0.82% 0.28% -0.54% 0.00% -0.65% KEY MAP 0.50%- 5005 -0.71% -0.7s%--- _-1.28X PROPOSED 5005 GRADE. -0.36% STA = 11+90.17 - STA = 13+11.40 -0.78% 0.40% 0.54% ELEV = 5005.83-ELEV = 5004.97 STA = 11+70.07 STA = 13+61.40 -0.5056 ELEV = 5005.96 ELEV = 5004.45 STA = 15+52.95 STA = 13+36.40 ELEV = 5002.97 STA = 16+36.78 0 0 -STA = 11+60.41 ELEV = 5004.77 ELEV = 5002.55 5000 o tD ELEV = 5006.01 STA = 16+58.77 5000 0 0 STA = 11+35.41 - ELEV = 5002.64 o STA = 10+43.98 _ -ELEV = 5006.07 - _ _ _ _ LE EN D STA = 16+79.82- ELEV = 5005.59 STA = 11+10.41 _ - ELEV = 5002.56- _. u ° - ELEV = 5006.00 v ,- -- - - - PROPOSED CONCRETE ExISTINE PROPOSED PAVERS a � STA = 10+01.93 STA = 10+85.78 GRADE STA = 16+80.76 4995 v~i w-ELEV 5005.59 ELEV = 5005.80 ELEV = 5002.57 4995 9+50 10+00 11+00 12+00 13+00 1.4+00 15+00 16+00 17+00 17+50 NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 5015 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J HIGH POINT HIGH POINT STA ELEV =15006.48 NANNA LN - CL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER O .43 - _ PVI STA = 11+17.43 1 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. PVI ELEV = 5006.68 "�ro SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK c O n A.D. _ -1.99% N '' TRAFFIC ON ALL SUBDIVISION ROADS. K = 45.31 5010 0 0 +a 90.0o VC -LO - 5010 MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: -2.34% 2.34% mm wlw PROPOSED ASPHALT PAVEMENT AGGREGATE BASE 1.1.1M W p� -2so%- o'97x _- -- GRADE L:7 7 THICKNESS(IN) THICKNESS(IN) D 5005 _ _12sx -o 71% -1.2s% 5005 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO CO a Z STA = 10+44.93 MINOR COLLECTOR 5.5 7.0 = J ELEV = 5005.75 STA = 13+02.19 -0.789E ELEV = 5005.38 -1.28% --0.74% -2•43% STA = 10+17.00 STA = 13+52.19 2.00%- > ELEV = 5005.48 STA = 13+27.19 ELEV = 5004.86 STA = 16+00.87 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q - STA = 10+13.00 ELEV = 5005.18 ELEV = 5002.93 $--� ELEV = 5005.39= TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5000 c o STA 16+25.87 5000 o- o 'STA = 10+09.00 ELEV - 50021.61 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z ELEV = 5005.48 - _ _ - -- - - - - , _ NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W STA = 16+55.80 ELEV = 5002.39 - OD_ TO A MINIMUM OF 95% PROCTOR DENSITY. a STA = 16+58.80 a; o y EXISTING ELEV = 5002.32 + 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 4995 GRADE r m 4995 (o STA = 16+61.80 II p ELEV = 5002.39 a 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, �i- w ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 499 1 1 1 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 i NMI HIGH POINT ELEV = 5006.06 HIGH POINT STA = 11+36.88 M PM STA = 11+25.73 K M ^o PVI ELEV = 5006.28 o a? +o A.D. _ -2.05% 0 5010 K = 43.87 ±0 5010 �to 90.00' vc Ej LO NANNA LN - RFL 0 W U U m m - m iu- PROPOSED 0.64% I GRA 11 DE -1.28%_ 1.28X 0.77% -0.78% _-0.50% 5005 5005 -0.50% - -oa1% -1.36%, -1.28% --0.78% -0.78% -0.50% STA = 13+84.60 _0,71%_ -0.54% _093% TST, INC. ELEV = 5004.28 CONSULTING ENGINEERS STA = 13+69.57 STA = 15+50.30 -STA = 16+04.36 748 Whalers Way 0 0 -�- EXISTING ELEV = 5004.48 ELEV 5002.99 ELEV = 5002.61 Suite 200 Fort Collins 5000 o rn o tO �- GRADE STA = 13+43.69 STA = 16+14.50 5000 Colorado 80525 c o_- _� o- - _ + _ - ELEV = 5004.61 ELEV = 5002.53 + -0 c- - _ _ - - - - - - - - STA = 13+30.83 _ _ _ Phone: 970.226.0557 STA = 16+27.36 ELEV = 5004.77 - - - _ -- - - - -ELEV = 5002.36- roe No. Q _�_ STA = 13+05.83 ELEV = 1 +48.32 - - SCALE 1230.0009.00 ELEV = 5004.97 11Q �)3 _ 4995 c~n w ELEV = 1W.19 - - STA = 16+91.35 STA = 16+92.30 H: 1"=50' V: 1"=5' ELEV = 5002.03 ELEV = 5002.02 4995 DATE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 166 of 224 VERT: 1"=5' SEE SHEET 162 SEE SHEET 179 SEE SHEET 179 SEE SHEET 157 SEE SHEET 185 N xi ,... . I 51' ROW (MIN.) PT PC ': PT PT _ .'T `' " 14+60.82 14+66.75:' '; 15+10.73 ` ,15+76.71 PC I I I ,�- G �,- - ` 6.5' PKWY 6.5' PKWY PC; c. . 15+82.64' /` S (TYP.) (MIN.) 10+49.91 I I I 5007.44 5007.41...�r 5007.42 '." .5007.41 y PT I . • r I 5007.44 I I I I I I I 28 ROADWAY 5008.77^ I I I PC PC PT 5, } . FT - 10+53.84 - I I 1` . i'.:. I PT I I I I I I PC 18+84.05� 5 PT'I..' 5008.79 14+56.89 ! 15+32.73 15+86.57 18+80.12 5005.46 / WALK 8' WALK 1 10+43 98,: 5007.46 �, 5007.42 ::j' I I PARKING MIN. I b • 5007.46 501 11. .P�' (MIN.) 10, 10' (MIN.) t ' 5008 74' PC l :. ...- PT ;y`�.r PC PT BP 5008.821 I /- 14+49.72 :: 18+72.95 .y18+89.98 TRAVEL TRAVEL zo 10+00.00 <� 15+93.74 5005.43 _ _ 5005.51 � w 5008.74 c� • F 10+64.94 { PC �'" c, - _ I z o _ I a . : _ EP c> I FT� PC t .... ...• .. ... - - o I HARWOOD LN cn 5008.84 .• - . . .. 15007.52 w ., 1 � � <• 007 527 15005.53� �:f I- 5005 43 BP 1i+oo 12+oT _ ARWOOD LN t3+0o - 14+0\ +00 17+00 1a+oo -L RESIDENTIAL LOCAL w II 5008. 0 �x KTm - 10+00 - 11+00- �-_-_ 12+00 13+00: 14 00 16+0o HARWOOD LN EP _j 15+0 17+00/ 18+00 F 11+00 12+00 ��_13+00 L 14+00 - ^8+00 ;5005.460 PC 1 +o 17+00 t PT ;'14+60 98 p ' ` o .�. PC PT �18+82 93 o �-r ••'" ' ' - - 5007.15-I lam.0 15+70.95 ,i I , q. 0 10+43.98 f '� f, . ... + �' 5005.20 , PT + k, 5008.46 I- f :,I �� I -�, ..' $007.15 �7 \ BP I 15+04.96. _� � I.• .P� 15+2sss � 1' I - w >:I1o+oo.00 I I I I I I I I �I" 5006.90.: 5006.90 5008.24 I ,. . M I h o •'I, ,. •�. • .'. : � I I I I I I I I I � �::":^ I I I I I I I I I I I I r:; . I. �,. I � '• V r i � - I I h I I ,-� :.. *'. I I I I I I I I I I I I ' !••'.�. / - :� � ; m L I I \\ e. SEE SHEET 161 SEE SHEET 177 SEE SHEET 178 SEE SHEET 157 SEE SHEET 174 SEE SHEET 185 DRAWN BRB 5015 5015 CHECKED DAP H AR WOOD LN - LFL DESIGNED BRB FILENAME -0.26% INTERSECTION WITH 5010 0.68% 0.26% -0.54% PROPOSED N TIMBERLINE RD 5010 0009_STREET P&P -0.50% 0.00% 0.50% GRADE -_0,60% 0.36% Q•589� 0.50% -0.50% 0.85% -0.36% STA = 11+68.08 - -0.50% cr -0.00% -0.000.50% -0s9% ELEV = 5009.10 STA = 13+85.20 -1•28X -STA = 11+65.00 ELEV = 5007.84 _ -STA = 17+00.53 -0.50?60.40%-0.40% 5005 ELEV = 5009.12 KEY MAP 5005 I STA = 15+34.66 ELEV = 5007.52 STA = 1 o+43.s8 ELEV = 5008.74 STA = 11+40.00 STA = 14+10.20 _ ELEV = 5007.41 STA = 16+80.51 STA = 18+46.37 ELEV = 5009.18 ELEV = 5007.69 ELEV = 5007.71 ELEV = 5005.65 o STA = 14+66.75 - ' . ao _STA = 11+15.00 STA = 15+32.73 _STA = 16+55.51 N • T• S O- 8 ELEV = 5009.12 ELEV = 5007.41 +_ ,n STA = 10+00.95 EXISTING ELEV = 5007.42 ELEV = 5007.80 STA = 15+08.81 ELEV = 5008.74 STA = 10+99.26 GRADE ELEV = 5007.41 16+30.51 _ N 5000 II_ _ II- ELEV = 5009.01 I ELEV = 5007.71 _ Sao !� o U) " 5000 _ > - -- - - - - - - - -- - - - - - - - - - - STA = 15+10.73 _STA = 16+20�62 - - �- o. � o. w -ELEV = 5007.42_ - - - - - - - - - - - - - - ELEV = 5007.63 STA = 15+76.71 ELEV 5007.41 LEGEND _ - 4995 �'--W �' -�'- `'' 4995 ' PROPOSED CONCRETE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 PROPOSED PAVERS NOTES: HIGH POINT ELEV = 5009.59 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL 5020 HIGH POINT STA = 11+31.14 HIGH POINT ELEV = 5008.21 5020 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED PVI STA = 11+14.21 HIGH POINT STA = 16+08.91 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. PVI ELEV = 5009.77 H A R W O O D L N PVI STA = 16+08.93 A.D. _ -1.86% PVI ELEV = 5008.50 K = 48.38 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W A.D. _ -2.56% 90.00 VC K = 35.14 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J _ 90.00' VC SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER LL 5015 No a n 5015 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT �� �� jai ,.� - ,., SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK c O 00 ±,� 'rn Mrn TRAFFIC ON ALL SUBDIVISION ROADS. _� to� +o +o 6i a N W ':-'Ln `O to MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 0 U> PROPOSED 1.28% mlm W W GRADE in (,;�;; PRELIMINARY GEOTECHNICAL REPORT BY EEC: M 5010 0.78% -0.78% 0.00% 2.00% j_0 > 5010 W �c 0.0o% ASPHALT PAVEMENT AGGREGATE BASE W w -1•28� -2.00% mm WIW THICKNESS IN) THICKNESS(,IN� -2.00%-- _-0.58Z -0.78% 0.00% �� D CO STA - 10+43.93 0.78%- 1.28% LOCAL CONNECTOR COMMERCIAL 5.5 11.0 � Q Z ELEV = 5008.87 STA 13+99.07 STA = 15+38.93 �1'28 -0.00% MINOR COLLECTOR 5.5 7.0 Q ELEV = 5008.12 ELEV = 5007.60 -0.78% 2.00% Q J 5005 ELEV =10500 64 - - > 0. STA - 14+24.07 STA - 15+11.00 5005 ELEV = 5007.92 _ELEV = 5007.39 STA = 18+3 5.61 ELEV = 5005.61 , 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED o _o STA = 10+08.00 I STA = 15+03.00 o- °0 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. o a6 ELEV = 5008.64 STA = 14+49.07 ELEV = 5007.39 STA = 18+64.50 o--oo ELEV = 5007.60 ELEV = 5005.38 W+.--In VSTA = 14+94.00 I Z o- STA = 14+77.00' ELEV = 5007.57 STA = 18+70.50= 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W 5000 II II ELEV = 5007.39 STA = 14+85.00 -- -ELEV = 50015.38 5000 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O a > - - - - - - - - - - - - -- -- - - - - - - _ - ELEV = 5007.39 - r STA _ _ TO A MINIMUM OF 95% PROCTOR DENSITY. t~n w- - - - - - - - - - - - - - - - - - - - - - ELEV = 15005.46 EXISTING 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co GRADE 4995 - - 4995 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. HIGH POINT ELEV = 5009.18 HIGH POINT STA = 11+37.12 PVI STA = 11+20.19 HIGH POINT ELEV = 5007.80 PVI ELEV = 5009.36 HIGH POINT STA = 16+46.86 A.D. _ -1.86% PVI STA = 16+46.88 K = 48.38 PVI ELEV = 5008.09 90.00' VC A.D. = -2.56% in K = 35.14 5015 0) o)0 90.00, VC 5015 +0 +0 HARWOOD LN - RFL CON - 00 +o o� �� - +o rnn +o iii u i �,o m 0 w w PROPOSED INTERSECTION WITH 5010 mm I -GRADE __0.78%- N TIMBERLINE RD » > 5010 1.28% -0:58% -1.28% _ m m W w 0.86%-0.50% 0.54%- - -0.78X 0.78%T STA = 10+5 8.5 0.54% TST, INC. ELEV = 5008.51 STA = 14+05.05 - _ -1.28 STA = 10+00.95 ELEV = 5007.71 -STA = 15+76.88 -0.50% 5005 CON 48LTWNGa1e Way 5005 -ELEV = 5008.25 STA = 14+30.05 ELEV = 5007.20 ELEV = 5007.52 -STA 15+70.95 - Suite 200 Fort Collins 0o N STA = 14+55.05 ELEV 5007.15 Ph noe�rado 80525 970.226 0557 c 00 ELEV = 5007.20 STA = 15+03.04 o STA = 15+28.89 + o ELEV = 5006.92 - J08 NO. o+_ m STA = 14+60.98 ELEV = 5006.92 - ELEV = 5007.15 - - - �\ rn ` 5000 1230.0009.00 N 500o II - II SCALE O-- _ �n � O Li �, � � - - - - - - - - - - - - - - - - - - - - - ,�. -- -- - - - - - - - --- - - - - m--o;f N- -o H: 1"=50' V: 1"=5' Cn -W EXISTING a+o -m + DATE GRADE T SEPTEMBER 2024 4995 N W N w 4995 50 0 50 10o SHEET 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 scale HORIZ: 1"=50' feet 167 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w W w W SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES o C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA KTA 5; 0 W ALLEY B w Q SEE SHEET 164 SEE SHEET 164 DRAWN EP f` 00 5006.00- ;,•s.., .:�°�•<: '���`�s.. CHECKED } 1`'\ --,.: :.. a I. ` !• ,..V:'.. I- t DAP f.: 10+OO.OIJ DESIGNED BP EP X ; . 12+75.00 �� r-� - ;;ts.-: `Sr.• ..�� ;.t`. � 5002.86 I I � � � 1� ..'i oo; BRB 50 FILENAME - - --- ti,.. . - - 0009 STREET P&P 13 t•��. ti00, ` _.'•`y w � ••vim. \ , an. n...man. .r. , : v 0• 12+00• ..i V.. .::1.., D0 r`h P C r I BP I I O n yr. I I v • E v I I 10+00.00 PI 1 �1P w\ 15+11.00 CC 5002.66 I - -- - - - - - _ I _ 1v 5005.34 P PROP. TEMPORARYKEY MAP - - - -I - - -- - - - - - - - -- - - - -- - -- - v, cc r� 0 • UND .. .. .. .�_,... .. .., ':'•' :1` ..�.. 0 UR - r G GRAVEL • _ G QF, o O _ 00 N . T. S. -00 . .. ... .... 14+00. 15+00 �: .. .. .. tea. .. .. • _ _ c v•'i. - J IONAUE SEE SHEET 164 SEE SHEET 164 LEGEND PROPOSED CONCRETE PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5010 5010 5010 5010 ALL-WEATHER DRAINING SURFACE CAPABLE OF ALLEY A ALLEY B SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. _ -6.90X 2.011 8.33X -_- 096_ r PROPOSED PROPOSED - 2.0OX 5005 GRADE 2.00X 8.009� 5005 8.33X 5005 5005 -8,339e 8.002.00X GRADE 0.57 STA = 16 0.559E 2.00% 2.0096 -2.00X -2.00X ELEV STA = 12+35.00 - -STA = 10+40.00 _ - - STA- +21:0 - - ELEV = 5002.83 -ELEV = 5002.64 _ - - s - ELEV = 5005.84 0 5000 EXISTING STA = 12+45.00 5000 5000 -- STA = 10+30.00 , STA = 16+31.00 0co 5000 GRADE ELEV = 5003.03 ELEV = 5002.84 ELEV = 5005.15 co 0 o M - STA = 12+50.00 STA = 10+25.00 - o c ELEV = 5002.93 -o �O __m- ELEV = 5002.74_ - - - - - II - STA = 16+33.00 r 0 0 o__co _ - - - ELEV = 5005.32 II -o N o STA = 10+18.00 - - - - - > o STA = 12+57.00 .ci o --o ELEV = 5002.18 EXISTING ~ Uj II ELEV = 5002.37- +11 ,� +--to _ GRADE N w 4995 a w - - - - - II 4995 4995 11= ELEV -�5002.34 - 4995 N w STA = 12+59.00 ELEV = 5002.54 -a w II (n--W TST, INC. CONSULTING ENGINEERS 4990 4990 4990A - 4990 748 Whalers way Suite 200 Fort Collins 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 168 of 224 VERT: 1"=5' 5' 5' ESMT ESMT 28' TRACT 25' TRACT 5# 51 ESMT -1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE- Ilk 0 -20' CONCRETE LU z SLOPE SLOPE z z SLOPE SLOPE zj VARIES VARIES VARIES VARIES 0 0 0 0 C/) Q._ z y 0 ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 0 Cf) U)- Ld MTA N.T.B. 5; 0 Lli ALLEY D ALLEY C SEE SHEET 163 SEE SHEET 183 SEE SHEET 174 (n - -------- DRAWN 71� BID EP;: CHECKED PI 10+00.00 13+80.21 14+58. DAP 8P EP 5002.26 5004.66 5005 DESIGNED 5 5003.7 12+75.00-\ "J+Uj 5002.48 BRB .00 FILENAME 0009-STREET P& 0+0 13+00 11+00 12+ V, OR 0� KEY MAP A� it I' IL SEE SHEET 183 LEGEND PROPOSED CONCRETE SEE SHEET 183 SEE SHEET 174 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z LU ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT j SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 0 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO 0 TRAFFIC ON ALL SUBDIVISION ROADS. > MINIMUM ALLOWABLE PAVEMENT SECTION PER a 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE Uj od THICKNESS(IN) THICKNESS(IN) D CO Z LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Qa. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS z Uj 5015 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 0 LU -ALLEY D TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5010 5010 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALLEY C ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -PROPOSED PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. GRADE 5005 5005 5005 1- - 5005 2.0096- -8.33X 6.71% --0.55X -2.009E --8.00X- --2.0091;- j =-2.007. PROPOSED _------------EXISTING STA = 12+35.00 STA = 10+40.00 GRADE=Is�- GRADE ELEV = 5002.45 ELEV = 5002.24 I C14 5000 -EXISTING 1 5000 5000 5000 -GRADE STA = 12+45.00 ELEV = 5002.44 LiELEV = 5002.65-- 1 LO 0 STA = 10+25.00 LO 6 OD 5002.34 0 STA = 12+50.00 -- -0-- - - 1 11 + tun) C4- 0­0 1 0 21 ELEV = 5002.55 C;- 04 STA 10+18.00 > 0 U1 + to- 0- 0 ELEV 5001.78 -1 4995 04-- - 4995 4995 V) w 4995 10+16.00 STA = 12+57.00-.T- II II II-ELEV 5001.94 ELEV 5001.99-- Cn w t cn--w STA = 12-1-59.00 TST, INC. ELEV 5002.16 CONSULTING ENGINEERS 4990 1 1 4990 4990 1� F - I - -1 4990 CON748 Whalers Way 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' F77 DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet VERT: 1"=5' 169 of 224 ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 5; 0 W ALLEY E w Q 0 m DRAWN BRB SEE SHEET 163 :r C• - - �� I,o► t CHECKED C 7, ., i =�-T i• �:�� '�-- DAP DESIGNED Ni 'I D _ �• BRB • -- •� .I� i �I ,-�i I. .. j -„�. �+ ��.'T- :�'�I FILENAME 0009_STREET P&P EP P I � •0....L 1 11+01.76 5002.26 •/c ��••' RE P� 5004.02 KEY MAP f ., .,, o .. . . ';. . �-.:--;:� :-� •-� --�-ice`` '= :----r QF' O� • 12 00+ t 13+��� 14+v0 I V I . J• •••����c/ `\ 77 BP 10+00.00 / • r 5004.58 ,/�� �-�- �, � LEGEND ��� ��_ PROPOSED CONCRETE �z9 w t'mt'0" PROPOSED PAVERS y , .•. i t jr, SEE SHEET 163 NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO 0 TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. Z 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W 5010 5010 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W ALLEY E TO A MINIMUM OF 95% PROCTOR DENSITY. _ 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5005 - PROPOSED -8.00X 5005 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, -0.551G GRADE -2.0096 - 8.33% ALL-WEATHER DRAINING SURFACE CAPABLE OF - -2.00X 2.00X SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. STA = 14+26.80 5000 ELEV = 5002.23 1 / I i _r 1 5000 STA = 14+36.80 f c-_4 -ELEV = 5002.43 o - o__'n STA = 14+41.80 _ o__<o ELEV = 5002.33 - o CO 4995 �--W EXISTING STA = I14+48.80 - 4995 GRADE ELEV = 5001.78 - II II STA = 14+50.80 ELEV = 5001.94 4990 - - - 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 170 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N,T.B. 5; 0 W ALLEY F w Q 0 m DRAWN SEE SHEET 153 _ SEE SHEET 172 SEE SHEET 172 BRB 5.58 BP ,\ / PI � CHECKED 15+27.13 \ DAP A 1 o+o0.00 :.( �•: :, Lam, \ F 5004.01 r :'... 5002.87 i.' .. DESIGNED r 5, '' �' /G.34 i♦ - 1 'r•. ,':' ;,.'. BRB .r ��? '•( .' :r'I At FILENAME L ✓, - t F. ri r: r 15+47.01 ... , '.�. >12+00 .. 1 00` 0009 STREET P&P i� 3+ 4. . 15+'00• t7S ' - - _ _ - _ _ _ -_ _ � _ _ - _ - _ - - - WN \ + KEY MAP Go I . ; I N . T. S. �o ......• •G� ' J' EP '- , _ �. LEGEND PROPOSED CONCRETE SEE SHEET 153 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 < = J 5020 5020 ALLEY F 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED > a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. HIGH POINT ELEV = 5005.09 HIGH POINT STA = 11+40.72 Z W PM STA = 11+34.00 1 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5015 PVI ELEV = 5005.16 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W A.D. = -1.67% K = 23.95 PM STA = 14+99.73 TO A MINIMUM OF 95% PROCTOR DENSITY. 40.00' VC PVI ELEV = 5003.31 A.D. _ -1.04% K = 38.64 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co o -0 m 40.00' VC o 5010 +o +to ^ 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, o � �;� ^�, ALL-WEATHER DRAINING SURFACE CAPABLE OF o +o SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING �� PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. >W n 7.00 2.00% °DI0° -8.33%- -2.00% PROPOSED >; v v 5005 GRADE m m >> 5005 -2.00% 1.12% -0.55X w w - -0.00%- =-0.5576 I _ -8.00% STA - 10+50.00 - ELEV = 5004.22- STA = 13+30.00 STA = 134-60.00 -2.00% - STA = 10+40.00 ELEV = 5004.07 ELEV = 5004.07 1'S8� -2.00% _ ELEV = 5004.42 STA = 16+30.03= - 5000 - _ - - - - - - -ELEV = 5001.24 5000 0 0-- STA = 10+29.00 - - I -- o - - _ -- - - - _ STA = 16+40.03 o ELEV = 5004.20 - ELEV = 5001.44 O o _ I ++ m EXISTING STA = 16+52.03 STA = 10+19.00 GRADE ELEV = 5001.20 rq 4995 n ° ELEV = 5003.50 ! 0 4995 Q STA = 16+58.03 Cn w ELEV = 5000.72 STA = 10+17.00 ELEV = 5003.67 STA = 16+60.03 II ELEV = 5000.89 I w TST, NC. 4990T� - - - 4990 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 171 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N,T.B. 5; 0 W ALLEY G w Q 0 m DRAWN BRB C CHECKED (I � �Y I 14+67.21 � � � / DAP 11+10.85 5003.26 5005.32 - - - - - DESIGNED - - - - - - - - -- - - - -- -- - +- - - BRB FILENAME r. i. r O ' R• 0009 STREET P&P .�: 2+00 L?. 14+0 :1 +.. s• •11+00• \• , r` r6111+06.00 PL, ,.. . /. p,DO L/ , ;� C 5005.35 r: 5.58 X \� KEY MAP S _ N . T. S. BP \ ,C O� i 10+00.00 5005.05 Al Y. s LEGEND PROPOSED CONCRETE SEE SHEFr159 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J 5020 5020 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER ALLEY G AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK c 0 HIGH POINT ELEV = 5005.45 TRAFFIC ON ALL SUBDIVISION ROADS. HIGH POINT STA = 10+81.30 PM STA = 10+83.23 5015 PM ELEV = 5005.51 5015 MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 A.D. _ -1.22% PRELIMINARY GEOTECHNICAL REPORT BY EEC: M K = 32.85 ASPHALT PAVEMENT AGGREGATE BASE W W od CO M 40�y THICKNESS(IN) THICKNESS(IN) D LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CI) Z a� N M MINOR COLLECTOR 5.5 7.0 = Q 5010 c o +0 5010 Q J �W a. Y)W Q c,c, 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED m m w w TO THE CITY OF FORT COLLINS PRIOR TO PAVING. PROPOSED GRADE W 5005 0.55% - -0 67% 5005 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W -0.00% -0 58% NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 0 STA = 1 1 -STA = 13+28.41 L ELEV = 500404.07 ELEV = 5004.07 EXISTING 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5000 0 o GRADE _ - _ _ _ 5000 0 0 _ _ _ _ 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, o "' - - co N- N ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING n u 00 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 4995 0 w �l II 4995 to w 4990 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 172 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA NT.B. 5; 0 W ALLEY H w Q 0 m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME 0009-STREET P&P SEE SHEET 174 SEE SHEET 154 P00 L/c Br _ \ 10+00.00 \ '� \ KEY MAP 5007.13p � .r _ N . T. S. 1106 .. 00 16+02.82 t 1 '•' ;.'.. T. -� ` /T t 5003.38 S/ONAL r 144-79.985003.91 o „ :. . .. :.::. _ =,. . .� `� � a LEGEND ,.:.: .,. . .. ... •"• .'�. ,, r •b' t. e, -{�� 5k��-'mot •ti. 1 q \ •....: .Tom.'.. - _ ��r.-t Y P 00 l r • ♦ 14+ . .. .• :_.�_ ,..•. -'.: ' .12+00 PROPOSED CONCRETE t. 13+ PROPOSED PAVERS 10+41.60 5007.15 I I I �. lit - ai l � � I 1 l_ 1 � � 1 \! : .�.:' •� , �\ , .... SEE SHEET 154 NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5010 5010 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W ALLEY H NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O 2.00-X W TO A MINIMUM OF 95% PROCTOR DENSITY. 0 _0•86$ PROPOSED GRADE 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 -8.00X ELEV 5005 STA = 10+13.00 -2.00X 8.33X 5005 = 5007.39 STA = 11+95.96 -o.s796 ELEV = 5005.82 .-2OOX 2.00X 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, - ALL-WEATHER DRAINING SURFACE CAPABLE OF M STA = 15+62.82 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING g ELEV = 5003.35- --_ PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. g- o 5000 0 STA = 15+72.82 5000 ELEV = - - - - - - - - 5003.55 - - - - - STA = 15+77.82- allo M ELEV = 5003.45- o 0 EXISTING + GRADE to 4995 STA = 15+84.82 n ° 4995 ELEV = 5002.89 Q- -v~i- w STA = 15+86.82 ELEV = 5003.06 4990 - 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 173 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE SLOPE SLOPE ~ VARIES VARIES 1-- VARIES VARIES 0 C/) a_ z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 ALLEY I w KTA N.T.B. 5; 0 W ALLEY J w SEE RIGHT SEE SHEET 173 SEE LEFT SEE SHEET 167 0 ' 74 - - - - 14 =Ji- p� y V. �7,, 1 / a ' / DRAWN EP BRB BP 11+83.00 1 / 10+00.00 12+18.02 I 10+00.00 5006.30 _ 5005.82 / _. I- 5006.67 CHECKED - II c DAP 5007.33DESIGNED 10 1+. 'c' 12+ 0 - - 1 BRB .. t . _ , . . . .. .. : . �_ I 10+00 `. 11+00 t _ � AIL - - T� - -0 - - - FILENAME 0009_STREET P&P 4. ,2 I .• r I SEE SHEET , KEY MAP . 73 SEE SHEET ,67 {r N . T. S. • ONAL SEE SHEET 173 LEGEND PROPOSED CONCRETE PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z LU ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK co O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE LV od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O LV TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5010 5010 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, PROPOSED ALLEY I ALLEY J ALL-WEATHER DRAINING SURFACE CAPABLE OF GRADE - PROPOSED -8.0096 8.3396 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING GRADE 2.0096 2.0096- PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. -0.56% 0.55X- 5005 5005 5005 STA = 11+92.52 - 5005 ELEV = I5006.88 STA = 11+97.52 M ELEV = 5006.78 M 0 0 00 rOy _ 0 N STA = 12+04.02 0- + NO co o 50 ELEV = 5006.26 OD- 0 5000 5000 0 6 0 5000 5000 00 0 0 0 + Fn II II _ + + 0- - --_ - - �f STA = 12+06.02- p_ II Q w _ _ - - - II t- J II N w EXISTING \ -�_ 11 II EXISTING -ELEV = 5006.43- to -w GRADE- GRADEv N- (n w 4995 4995 4995 4995 TST, INC. 4990 - 4990 4990 - 4990 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 00 H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 174 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 0 ALLEY K w w Q 0 SEE SHEET 155 pp}} m �� ��-� �: ' �� •, 111 I I �I Yk.Gilt .it.. :}vi!R.,;.c?as„^.'Se .I DRAWN PI I I � �_ �,;..•,r`.2.5.�� <� BRB YY ;{ f; . CHECKED 5005.57 i �• `_,..,..." "r f• ,I DAP / . DESIGNED y i BRB r � - �.. - �^ FILENAME s �.��.,"s �•�3+gip.. � �• I EP 0009_STREET P&P 'Y : - ' 1�. •. � 15+52.10 � 5006.00 r BP 5006.05 O QRE :1 \ \� . 1 KEY MAP +pp , ` V. �_ L N . TS. e��F&I . SEE SHEET 155 SEE SHEET 189 SEE SHEET 179 SEE SHEET 152 S/ONAL LEGEND PROPOSED CONCRETE PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D 5015 5015 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Cl) Q Z ALLEY K MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5010 5010 W -8.33� 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W s.00x_ PROPOSED NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED -2.00X 2.00X -GRADE TO A MINIMUM OF 95% PROCTOR DENSITY. _ -0.929 - - 5005 - - -19� 5005 _ 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. -STA = 10+29.69 STA = 12+59.63 STA = 13+96.10 STA = 15+01.10 ELEV 5006.22 STA = 11+35.00 ELEV = 5006.12 ELEV = 5005.36 ELEV = 5005.94 ELEV 5005.24 6. FIRE LANES SHALL BE DESIGNED AS A FLAT HARD = -_-STA = 10+25.00 . - - - - - - - STA = 15+06.10 ALL-WEATHER DRAINING SURFACE CAPABLE OF ELEV = 5006.12 - EL_Vh 5005.84 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING o- o - - - _ - _ - _ _ - - - - - - o o PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5000 0 0 - - - STA - 15+16.10 04 0 5000 + ELEV = 5005.15 + In tSTAI= 10+18.00 GRA DE II II ELEV = 5005.56 STA = 15+18.10 ELEV = 5005.32 4995 STA = 10+16.00 4995 ELEV = 5005.73 4990 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970+226+0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 175 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES �> o _j o C o z ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 N ALLEY M � o KTA N•T.B. 5; W ALLEY L w Q 0 m SEE SHEET 157 SEE SHEET 185 DRAWN SEE SHEET 165 SEE SHEET 155 BRB 1 FP \ / CHECKED DAP P3+76.17; 5 06.05 DESIGNED n PI _ BRB 12+46.28 5006.59 \ ;: ` ' :1`G \ FILENAME \ " I 0009-STREET P&P EP 00 10+00. 5003 ��• �, 13+80.50 5008.6 1 - �. 5.5 RE 0 _ F, o Q �' O,'"a V.�-r•.-ter- � Yi'•� � - - KEY MAP lit. 04 It -F. �♦ r h . --'r I �: N T. S. • r F- r' BP i 1. •• I PI -T-1 5 5006 I` J \ - T' 5006 44 - -`�7 - - - �• 5 : Imo` I '.a. S ° ° �` 'a s:: t s;:' �. , • 'I:. 1, / i / - � f y ' .. `.---•. Fat -_ - I •�.. I I I I I I I I I I I I I �♦ • LEGEND ✓ � ;- - - ' TPROPOSED CONCRETE '•. ... .;•, SEE SHEET 165 SEE SHEET 154 SEA SHEET 157 SE SHEET 185 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER Q 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W 5015 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W ALLEY L TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5010 5010 5015 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 8.00X ALLEY M ALL-WEATHER DRAINING SURFACE CAPABLE OF -8.33X - 2.00X PROPOSED -B,ppX SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -2.00X -2.00X 2.00X-. _ GRADE --2.00% 8.33X PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. - 0.55X -0.63X 2.00X_ _ 2.00X STA = 11+43.50 5005 STA = 10+35.50 ELEV = 5007.23 STA = 13+36.17 5005 5010 -8.33X T00% 5010 ELEV = 5006.45 _ STA = 11+30.50 ELEV = 5006.02 -2.00X 2.00X PROP05ED -8.00X STA = 10+25.50 - ELEV = 5006.97 GRADE -2.00X 8.33X Ei V = 5006.65 - STA = 13+46.17 -0.82X ELEV = 51006.22 STA = 10+40.00 2.00X --2.00X 00 _ STA = 10+20.51 _ STA = 13+51.17 -Ln -ELEV = 5009.03 = o - ELEV - 5006.55 - _ ELEV = 5006.12 _� :� STA = 10+29.00 STA = 13+45.00 5000 0 0 - - I - _ 0 5000 5005 ELEV = 5008.81 ELEV = 5006.54- 5005 4 1. 0 o- o -STA = 0+14.00 / _ - - - - + Ln - II II ELEV = 5006.03 STA = 13+58.17 0 STA I 13+55.00 EXGRADE � - -STA 10+19.00 - = - ELEV = 5005.56 p II o o ELEV = 5008.11 ELEV = 5006.74 N w STA = 10+12.00 Q + Lo - STA = 13+60.00- o M ELEV = 5006.20 STA = 13+60.17 w - ELEV = 5006.64 n '� 4995 4995 5000 II - ELEV =105008.27 S--0 5000 ELEV = 5005.73 II o 0 STA = 13+66.50 + n N _W - - - - - - - - - - ELEV = 5006.12 -'�-- EXISTING = STA = 13+68.50 a==> GRADE -ELEV = 5006.29 N w _ TST, INC. 4990 - 4990 4995 - 4995 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 14+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 176 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES o �� 0 C/) � z � ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 ALLEY N w KTA N.T.B. 5; 0 W SEE SHEET 187 A. I I I I � I I I I I �• �� I - EP f: m 18+14.81 PI 14+08.4f; l.: 5009.58 DRAWN 5006.86 -77 BRB i Y r NECKED r C o• • . ,, t : t' 1188 DAP 15+00 �6+ 0 - '�.1 o - X'+ X y - - - -- - - -- - - - - - - - - - - - - - -7+00 - - - - - - j lw� � � I F Tu D BRB FILENAME / I 0009-STREET P&P o \`� - O 0 •x C G \: \� 0� r SEE SHEET 178 SEE SHEET 167 KEY MAP \�0 �'G S . N . T. S. . G S�ONAL E� PI s15004. LEGEND 5004 5 PROPOSED CONCRETE , /^ PROPOSED PAVERS + NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED .'. • ,; I. TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. a • _10+00.00 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W 5004.01 - ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. '- SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CO O o TRAFFIC ON ALL SUBDIVISION ROADS. + W �I MINIMUM ALLOWABLE PAVEMENT SECTION PER Q Q ,. - Tom- - � PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE W od SEE SHEET 171 THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 < = J 5020 5020 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED > a. _ ALLEY N TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W 5015 5015 TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 2.0096 -8.00% 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5010 2.00% 8.33% 5010 ALL-WEATHER DRAINING SURFACE CAPABLE OF 2.00X SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING _PROPOSED _ PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. GRADE 74% 90% 0. 6. -2.00X -8. 2.00% STA = 17+89.31 5005 -2.00% ELEV = 5009.79 5005 rn o0 STA = 17+94.,'"? � ao__� ELEV = 5009.E o rn + --+ STA = 18+0( I STA = 10+40.00 ELEV = 500S II 5000 ELEV = 5004.41 _ a > a 5000 - - - - - - - - - - - - - - - - - - - STA = 18 , 11_ v~i w _o_ Nk = 10+29.00 ___ ELEV = 500 .34 o 4:V = 5004.19 -EXISTING - oo--c-- LO o -GRADE - +--,� o- L o-- 10+19.00 5003.50. II-- 4995 > > 4995 w STA 1W11-17.00 ELEV =1 5003.67 TST, INC. CONSULTING ENGINEERS 8 4990 - 4990 Suite 200aFo t Collins Colorado 80525 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 177 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 ALLEY 0 w KTA N.T.B. 5; 0 W w Q 0 m SM SHM 179 DRAWN _:...,.. .` BRB LLl 'I CHECKED DAP _ —:--— f ,• :..._:�.'' is M'/ — — --- i' DESIGNED BRB FILENAME t 0009—STREET P&P 77 ;1 R P 0 13+89.50-/ 5008.11 L KEY MAP ' \�G o�S�� • 0 G •� EP FFF -89 0 �` - � '�• , I � ' I � � I I �:� .�� I N . T. S. .... BP 'f •; I ONAL 5008.65 I I 10+00.00 :I - I I� / E 5008.89 "° — — —ji — — — 7777 1.0 00` � . .11+00: 4. .. :12+00� r. - LEGEND 1 — — — — T — = - - - - I h PROPOSED CONCRETE PROPOSED PAVERS NOTES: SHEET 177 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER Q 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. HIGH POINT ELEV = 5009.67 W HIGH POINT STA = 10+66.75 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W PVI STA = 10+57.48 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED PVI ELEV = 5009.76 A.D. _ -2.05% TO A MINIMUM OF 95% PROCTOR DENSITY. K = 19.51 40.00' VC 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5015 ^ ^(R 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, +o +O ALL—WEATHER DRAINING SURFACE CAPABLE OF 00 _ �� ALLEY 0 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING w PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. w w PROPOSED m m I GRADE - -800% 5010 . 5010 1,50%- _ --- -2.00% - 0.55% 2.00i 2.00% 5005 STA = 13+64.002 — 1 5005 ELEV = 5008.32 o--ao STA = 13+68.99 o a- o o__o _ELEV = 5008.22'0 COO _ 'n o- I '0 o 00 o STA = 13+7l+i ' + Lo 5000 -- n ELEV = 500',�► r_ 5000 a 11 n � n -- STA = 1 >50 > EXISTING GRADE TST, INC. 4995 4995 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 14+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 178 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE ALLEY P w w w w SLOPE SLOPE _ SLOPE SLOPE ~ VARIES VARIES VARIES VARIES o C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 5; 0 W w Q 0 m SEE SHEET 157 DRAWN CHECKED DAP I I DESIGNED BRB I I I I I / EPI '. I/ FILENAME 11 14+83.50 \ 0009_STREET P&P i - - - vv v i 11 110.12 / 5008.61 5010.12 - - - - - - - -� - -- I - - - - - - - - - - - S _ - 0 L D / - 77 F R- - P .. v O 0 •.13+00.'' _ ... , 14+00lie - •_I.`7.7 .. .. - o .. - - --- - -- - - - - - u� - - KEY MAP o��G o�S� • � F° k4 N . T. S. •� . �� I I I I I I I ' •` I I I NAU 1: I ,7�11 BP 10+00.00 /- IL J L I 5009.58 _ LEGEND �t t PROPOSED CONCRETE + - PROPOSED PAVERS J l ' F-i IF IT, l� SEE SHEET 177 SEE SHEET 178 SEE SHEET 157 NOTES. 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W Old THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. HIGH POINT ELEV = 5010.25 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. HIGH POINT STA = 11+64.85 W PM STA = 11+64.85 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5020 PVI ELEV = 5010.31 5020 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W A K = 36 3s% - TO A MINIMUM OF 95% PROCTOR DENSITY. 40.00' VC -ALLEY P 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co N 4 N 5015 o 000 0 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, �� ±10-_ ALL-WEATHER DRAINING SURFACE CAPABLE OF UU ow SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 8.00X m m w w_i PROPOSED -8.33X 2.00x GRADE -7.00X- 5010 -2.00X -2.00X 0.55X - -2.0OX_-\-j-8.3,3X 5010 -0.55% - 2.0OX -- STA = 10+35.50 - ELEV = 5009.59 STA = 14+33.50 ELEV = 5008.83 _STA = 10+25.50 ELEV = 5009.79 STA = 14+43.50 5005 ELEV = 5009.03 5005 �o 00 �0 STA - 10+20.50 STA 14+54.50 00 - _ = 0 ELEV = 5009.69 - U) �- -EXISTING ELEV = 5008.81 00 0- -- i - GRADE 00 00 o- p -STA = 10+14.00 STA = 14+64.50- 5000 ELEV = 5009.17_ -- - - - - - - - - - - - - - - - - - ELEV = 5008.11- II °- 5000 N_ w - STA = 14+66.50-_ �<- !� STA = 10+12.00 - -ELEV = 5008.27- N w ELEV = 5009.34 - - TST, INC. 4995 - 4995 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 15+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 179 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � ALLEY Q o N ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 C/-) w KTA N.T.B. 5; 0 W w Q 0 m SEE SHEET 183 SEE SHEET 175 DRAWN jL L jL BRB L—A u \ CHECKED DAP DESIGNED BRB_1 1 - \ FILENAME 0009_STREET P&P I I I I i I L/ I P p"m C Off.•••..... 'A 7 BP EP- 10+00.00 I I 15+11.00` _� 'cf \�G �S • KEY MAP o 0cc _ — — I c 5002.48 _ I — — — - - — — - - — - - - — � � � i 5005.36� . ._:. . .. N . T. S. 0 .. .. . . .. .. — . T �. .. s 10+00 _ ...i1+oo .. 1 � _ E 12+00 ,13+00'� 14+00 - - �:, OIVAL z I wt t LEGEND PROPOSED CONCRETE SEE SHEET 183 SEE SHEET 175 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W 5010 5010 TO A MINIMUM OF 95% PROCTOR DENSITY. ALLEY Q 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. PROPOSED GRADE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5005 —8•00iL 5005 ALL-WEATHER DRAINING SURFACE CAPABLE OF —8.33X 2.00X p,629� SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -2.00X- —2.00X PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. STA = 10+40.00 ELEV = 5002.45 5000 1 STA = 10+30.00 _ — — oo L6 5000 ELEV = 5002.65 — — — o STA = 10+25.00 o_- -_ -ELEV = 5002.55- o__o — �- _ EXISTING > 4995 0+_-� STA 10+1MT GRADE � � r —ELEV-= 5001.99 - �'- W 4995 _> STA = 10+16.00 N- w ELEV = 5002.16 4990 1 - 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 180 of 224 VERT: 1"=5' N Z 0 U z Of IRR-25 Cn U) w > 0 LU Ai (n \ LOT 4 LOT 41 I° \� LOT 3Ld / 0 LOT 42 DRAWN LOT 44 / BRB CHECKED / / C. DAP DESIGNED / STA. 10+00.00 BRB .12"X15" TEE � / FILENAME 11E TO IRR. BUILT W/ oo / LOT 31 PUMP STATION PLANS 1oX 1-12" GTV (NW) LOT 32 0009_IRRIGATION STA. 10+74.92 ��, 1-15 GT V (SW) �,�� 10"x10" Tee * �' STA. 11+33.14 �� �� � �� Q�G / BLOCK 8 p�P��•L�� IRRIGATION TO y ���� 6 // y�P \ VCr••�0 pJP�p� F `, TIE INTO / \ b \ SIDE OF OUTLET • O G S p LOT 1 � / �� Gp� • � STRUCTURE / 14LF10" PVC F •�' STA. 11+12.79 8 45 Bend / TONAL E / LOT 2 KEY MAP- 10" PLUG 0 \ \'� ^ I T c STA. 11+20.47 / `r \ NOTES I v • I • J / / \ STA. 11+12.77 / / / LOT 3 \ 10"x8" Tee / / \ 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR // / �z Fs d, \ PRIOR TO CONSTRUCTION. // / // >j� 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A LOT 4 MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. o � I OT 5 3. ALL IRRIGATION LINES 12 AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z Q WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 5010 5010 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT F COLLINS WATERLINES. I Q m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D PROPOSED CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co 5005 GRADE 5005 Q W Q = J > 0 m EXISTING 5000 GRADE 5000 - - _ - - - z O O L ' z 4995 IV ;;, 4995 z �n 4990 4990 � rn c c c o p o w aV U 0 0 0 a> m m rn� z z m m m m w m m in a ♦ - Z4985 M � p v, n-- L oco N 4985 COrnon —( V 7 * 7 � 4XN � � N � N � N p �N mcflN coO I M N O cD N I� O- - t n ` 0) 0 + + 0) Loc0—C) rnm O rn . + rn �+ -00) -O a) O 0) p `_-0 0) _ + .- 4980 ic�� _ o0 -� 0 o _� o ��iJ N O -F- O lil N O =—� = 4980 � fnl- _(nH -N � 12+50 12+00 11+00 10+00 9+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE SEPTEMBER 2024 50 0 50 100 SHEET scale HOR T. 1"=5 feet 147 of 224 VERT: 1"=5' Z O U) a_ Z o O U) w 5 W 10+50 11 +00 11 +50 12+00 w 10+00 5004 5004 5004 5004 5004 5004 5004 5004 0 5002 !W.4_0L 5002 5002 5002 5002 5002 5002 15002 5002 5002 L—W;—"5000 5000 5000 - - - - 2QX °% '2 — — — 5000 5000 — — — — 5000 5000 5000 5000 Z 2ox 5000 00 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 DRAWN FL FL �999.18 4999.19 8 a2 4®89.a4 4zM_ 5 4996 4996 4996 4996 4996 � 4996 4996 Fl- - 4996 4996 4996 BRB -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 CHECKED DAP DESIGNED BRB FILENAME 0009_CROSS SECTIONS 12+50 14+00 14+50 5004 5004 13+00 13+50 5004 5004 5004 5004 �pp0 L/� 5002 5002 5002 5002 5002 5002 5002 5002 5002 401.95 Z 5002 � EtE AM 5000 — — — — — �Zit — —— — 5000 5000 — — _ — — — — — 5000 5000 _ — 5000 5000 5000 5000 - 5000 ry 4998 4998 4998 -4esasa2 4998 4998 ,E 4998 4998 4M.17 — — — — peen 4998 4998 W� — — — — — — 4M.4a 4998 FIL � F � Q O • t� 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 O" •'•G� -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 Co '••••' /ONAL E� 16+00 16+50 15+00 15+50 5004 5004 5004 5004 17+00 5004 � 5004 5004 5004 5002 — 5002 5002 5002 5002 5002 5002 5002 5002 =F 5002 5000 Z 20z 5000 5000 5000 5000 5000 5000 - °dr 5000 5000 - 5000 4998 . — — 49NM 4998 4998 �� � 4998 4998 �,� �.� 4998 �/� 4998 .a4 — aa - - - - - - - - - - _ vJ FL �, 4998 4998 — — — — — 4998 4996 4996 4996 — 4996 4996 — — — — — — — 4996 Z 4996 4996 4996 4996 4994 4994 4994 4994 4994 4994 O 4994 4994 4994 4994 4992 4992 4992 14992 4992 4992 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 Z (� O w (0 C0 17+50 > CO 5002 5002 NOTES: 0 O 5000 2. 5000 18+00 18+ 22.56 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 499873 4998 5002 5002 5002 5002 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 7FL4996 FL 4996 5000 1 C00 5000 — — — — _ 5000 Q — — — — — — — 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q 4994 4994 4998 4998 4998 4998 ENGINEESEC110NRTOURING BE DETERMINED CONSTRUCTION. MINIMUM ENGINEER 49 -40 -20 0 20 404992 49 -40 -20 0 20 404996 49 -40 -20 0 20 404996 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. z Q MINIMUM ALLOWABLE PAVEMENT SECTION PER O W PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) O MINOR COLLECTOR 5.5 7.0 O 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL—WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 80' ROW (MIN.) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 10' PKWY 38' ROADWAY 10' PKWY Colorado 80525 5' 6• (TYP.) y (MIN.) 6' 5' Phone: 970.226.0557 WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) I F� TDB NO. 1230.0009.00 TRAVEL TRAVEL PROPOSED GRADE - 30 0 30 60 SCALE EXISTING GRADE scale HORIZ: 1"=30' feet DATE VERT: 1"=7.5' SEPTEMBER 2024 MINOR COLLECTOR SHEET IiTB 181 of 224 Z O U) a_ Z o O U) w 5 LLI 10+50 11 +50 12+00 12+50 5008 5008 11 +0 0 5008 5008 5008 5008 5008 5008 1 0+0 0 5006 a � 5006 5006 5006 5006 5006 5006 °7 5006 5006 2. z 5006 m—A 5004 '88 aoo,.4, 5004 5004 5004 5004 2. a zox 5004 5004 20z 5004 5004 5004 5004 47 5004 5002 - 5002 5002 5002 5002 aooz.e4 5002 5002 5002 5002Ill � 5002 5002 5002 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 FL L" 7 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 E -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 DRAWN BRB CHECKED DAP DESIGNED 14+50 15+00 15+50 BRB 13+5 0 14+0 0 5010 5010 5010 - 5010 5010 5010 FILENAME 0009_CROSS SECTIONS 13+00 5010 5010 5010 5010 5008 5008 5008 5008 5008 5008 .,a s 5008 5008 5008 5005,515 5008 5008 p- 5008 5006 z zox 5006 5006 5006 5006 5006 77 pp0 L/c 5006 2. 5006 5006 5006 5006 - 5006 5004 5004 5004 � 5004 5004 FIL 5004 O�Q�•'RE•• O�P� 0� 500475 5004 5004 5004 5004 5006.47 5004 5002 5002 5002 5002 5002 5002 PQQV �G� 15,06_mk '� 5002 5002 5002 5002 5002 ;5002 5000 5000 5000 5000 5000 — — _ 5000 5000 _ — — 5000 5000 _ _ _ _ _ — — — — — 5000 5000 _ _ _ _ — _ — _ _ _ I5000 4998 — — — — — — — — — 4998 4998 - - - - — — — — — 4998 4998 — — 4998 F •���� 4998 4998 4998 4998 4998 4998 4996 4996 4996 4996 4996 4996 /ONAL E� 499640 -20 0 20 4996 4996 40 -20 0 20 4996 4996 40 -20 0 20 4996 499440 -20 0 20 4994 499440 -20 0 20 4994 4994. 4994 40 -20 0 20 17+50 18+00 18+50 16+00 16+50 17+00 5012 �— 5012 5012 5012 5012 5012 5010 5010 5010 .19 5010 5010 5s, 5010 5010 5010 5010 +� 5010 5010 5010 -jaw5008 5008 5008 z 20X 5008 5008 5008 5008 ox 5008 5008 5008 5008 5008 5006 � 5006 5006 5006 5006 � 5006 5006 _� ,� 5006 5006 a5M.90 5006 5006 s__FL FIL 5006 z 5004 5004 5004 5004 5004 soo7� 111 imam — 5004 5004 5004 5004 5004 5004 5004 O 5002 5002 5002 5002 5002 5002 5002 5002 5002 5002 5002 5002 5000 5000 5000 15000 5000 5000 5000 — — — — — — — — — — — — 5000 5000 — — — — — — — — — — — — 5000 5000 — — 5000 Z — — — — — — — — — — — W 4998 — — — — — — — — — —— 4998 4998 — — — — 4998 4998 4998 4998 4998 4998 4998 4998 4998 O 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 NOTES: ma O 19+00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL in W RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5012 5012 19+50 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CI) Q 0 5010 5010 5010 SUM� 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 5008 5008 5008 20% zox 5008 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > W 500613 5006 5006 5006 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5004 5004 5004 5004 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK Z TRAFFIC ON ALL SUBDIVISION ROADS. 5002 5002 5002 5002 Z J — — — — — — — — — MINIMUM ALLOWABLE PAVEMENT SECTION PER O cr 5000 — — — — — — — — — — — — 5000 5000 5000 PRELIMINARY GEOTECHNICAL REPORT BY EEC: 4998 4998 4998 4998 � W -40 -20 0 20 -40 -20 0 20 ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Z TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 80' ROW (MIN.) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 10' PKWY 38' ROADWAY 10' PKWY Colorado 80525 5' 6► (TYP.) --I— (MIN.) 6' 5' Phone: 970.226.0557 WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) I F� TDB NO. 1230.0009.00 TRAVEL TRAVEL PROPOSED GRADE —EXISTING GRADE 30 0 30 60 SCALE scale HORIZ: 1"=30' feet DATE VERT: 1"=7.5' SEPTEMBER 2024 MINOR COLLECTOR SHEET IiTB 182 of 224 N I e APPROX. 2 FEET OF ADDITIONAL ASPHALT WILL BE ADDED TO EACH SIDE OF THE EX. ROADWAY. CONTRACTOR TO SAWCUT BACK TO CENTER OF PROP. BIKE LANE, PLACE 4' OF NEW PAVEMENT r THEN MILL & OVERLAY ENTIRE BIKE LANE FOR BOTH SIDES OF ROAD FOR EXTENTS OF IMPROVEMENTS. Z CONTRACTOR TO MATH EX. SLOPE OF ROAD, AND TIE o BACK TO EX. GROUND AT NO GREATER THAN 4:1. O z x I o o I cn w SAWCUT AND REMOVE APPROXIMATELY 2306 w MILL & OVERLAY 'R S.F. PROP. ASPHALT. o' APPROXIMATELY APPROXIMATELY 4128 6403 S.F. EX. S.F. EX. ASPHALT. — - - — — — — — — — — — — - - - - - - - ASPHALT o;. I w 485.00' 249.61' e. o DRAWN BRB N GIDDINGS RD + I CHECKED � DAP 77 DESIGNED � — BRB FILENAME KEY MAP 0009_MILL & OVERLAY N.T.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �p,DOL/c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G��� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PQ S/ONAU s NOTES. 1. THE LIMIT OF ALL MILLING SHOWN HEREON APPROX. 2 FEET OF ADDITIONAL ASPHALT I }. :" I IS APPROXIMATE, FINAL LAYOUT TO BE WILL BE ADDED TO EACH SIDE OF THE EX. JAPPROVED IN THE FIELD BY THE CITY ROADWAY. CONTRACTOR TO SAWCUT BACK TO CENTER Q ' .� INSPECTOR. OF PROP. BIKE LANE, PLACE 4' OF NEW PAVEMENT I :•° w `,.� THEN MILL & OVERLAY ENTIRE BIKE LANE FOR BOTH SIDES OF ROAD FOR EXTENTS OF IMPROVEMENTS. CONTRACTOR TO MATH EX. SLOPE OF ROAD, AND TIE BACK TO EX. GROUND AT NO GREATER THAN 4:1. PAVING LEGEND MILL & OVERLAY SAWCUT AND REMOVE APPROXIMATELY 2767 APPROXIMATELY APPROXIMATELY 3972 :Ie' �: : . S.F. PROP. ASPHALT. - - - - S.F. EX. ASPHALT. :.:h•: ,.; .. . ° o- . - - - — — — — — — — — — — — — — — — — — — EXISTING ASPHALT - - - - - - - 6010 S.F. EX. — L O - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — ASPHALT a� � PROPOSED MILL & OVERLAY Q > J 250.00' REMOVE & REUSE EX. ASPHALT Q Q 485.00' W M — PROPOSED ASPHALT � W - ( - (n O EXISTING STRIPING j (TO BE MILLED) Q Z 06 N GIDDINGS RD J V EXISTING STRIPING Q J _ (TO BE REMOVED VIA GRINDING 7/77777 - (0 N METHODS) Z O �I PROPOSED STRIPING REFER TO TOWN STREET STANDARDS FOR ADDITIONAL REQUIREMENTS. MILL AND OVERLAY EXISTING TST� INC. ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.026.0557 EXISTING ASPHALT JOB NO. \— PROPOSED ASPHALT THICKNESS = EXISTING 1230.0009.00 SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1" = 30' ASPHALT AS NEEDED WHERE 30 0 30 60 EDGE INTEGRITY IS DAMAGED DATE ASPHALT PATCHING DETAIL scale 1"=30' feet SEPTEMBER 2024 N.TrR SHEET 183 of 224 N N z 0 Z it Oco U MILL & OVERLAY APPROXIMATELY 1,269 S.F. EX. ASPHALT SAWCUT AND REMOVE APPROXIMATELY 2,799 S.F. EX. ASPHALT. \` Q MILL & OVERLAY APPROXIMATELY 3,320 S.F. EX. m ASPHALT DRAWN BRB CHECKED 235.00' DAP DESIGNED BRB FILENAME O KEY MAP 0009_MILL & OVERLAY N.T.S. W �p,DO•L/c S/ONAU NOTES: 1. THE LIMIT OF ALL MILLING SHOWN HEREON IS APPROXIMATE, FINAL LAYOUT TO BE APPROVED IN THE FIELD BY THE CITY INSPECTOR. SEE SHEET 185 —I SAWCUT AND REMOVE PAVING LEGEND APPROXIMATELY 4306 Z S.F. EX. ASPHALT. EXISTING ASPHALT MILL & OVERLAY O APPROXIMATELY 1,351 S.F. EX. PROPOSED MILL & OVERLAY ASPHALT > J REMOVE & REUSE EX. ASPHALT Q Q Er Uj M PROPOSED ASPHALT W W > 550.06' � O CO Q EXISTING STRIPING (TO BE MILLED) Q Z 06 a. ................ 'INN NNN N J EXISTING STRIPING J mQ (TO BE REMOVED VIA GRINDING WW METHODS) Z N O - - PROPOSED STRIPING I I I I REFER TO TOWN STREET STANDARDS FOR ADDITIONAL REQUIREMENTS. MILL AND OVERLAY EXISTING TST� INC. ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 EXISTING ASPHALT JOB NO. \— PROPOSED ASPHALT THICKNESS = EXISTING 1230.0009.00 SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1" = 30' ASPHALT AS NEEDED WHERE 30 0 30 60 EDGE INTEGRITY IS DAMAGED DATE ASPHALT PATCHING DETAIL scale 1"=30' feet SEPTEMBER 2024 N.T.& SHEET 184 of 224 I I I I N I I I I I I I I I I I I I I I Z I I o I z o' I I o 0 I I I I w I I I I I I I I I I I I w I o I I I I I I m SAWCUT AND REMOVE DRAWN BRB APPROXIMATELY 812 S.F. EX. ASPHALT. CHECKED I I DAP DESIGNED BRB FILENAME KEY MAP 0009_MILL & OVERLAY N.T.S. 5,DO.L/c G P's ONAU I I I I I I I I I I I I I NOTES. I 1. THE LIMIT OF ALL MILLING SHOWN HEREON IS APPROXIMATE, FINAL LAYOUT TO BE I I I APPROVED IN THE FIELD BY THE CITY I INSPECTOR. I I I I I I I o I I I � I I L I N PAVING LEGEND I I I I I I I Z I I I EXISTING ASPHALT O I I MILL & OVERLAY I I >- APPROXIMATELY I I I PROPOSED MILL & OVERLAY Q 1,269 S.F. EX. I > J ASPHALT i I REMOVE & REUSE EX. ASPHALT Q Q - - - - - - - - - LV PROPOSED ASPHALT in W > D a) co EXISTING STRIPING Q O SEE SHEET 184 I I � (TO BE MILLED) Q = � > J EXISTING STRIPING Q J _ L (TO BE REMOVED VIA GRINDING METHODS) Z O — - PROPOSED STRIPING I I REFER TO TOWN STREET STANDARDS FOR ADDITIONAL REQUIREMENTS. MILL AND OVERLAY EXISTING TST� INC. ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 EXISTING ASPHALT JOB NO. \- PROPOSED ASPHALT THICKNESS = EXISTING 1230.0009.00 SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1" = 30' ASPHALT AS NEEDED WHERE 30 0 30 60 EDGE INTEGRITY IS DAMAGED DATE ASPHALT PATCHING DETAIL scale 1"=30' feet SEPTEMBER 2024 N.T.& SHEET 185 of 224 N END OF SIDEWALK TYPE III BARRICADES Z _ _ END OF ROADWAY RAISED CROSSWALK TO BE BUILT 7 —"-- 7 OM4-3 OBJECT MARKERS WITH PHASE DOf Z o U — - — L - N w _ v o C C LU X 5 FLINT HILL DR G — J I G _ - j Ld —1 F —1 F —1 —1 - I— -1 I— I E FUTURE ROADWAY I o q END OF SIDEWALK INFRASTRUCTURE TYPE III BARRICADES SHOWN FOR � I REFERENCE ONLYLL_ I m � \ si � � � I DRAWN BRB I A a I I CHECKED C A FUTURE ROADWAY = I DAP A — — — INFRASTRUCTURE — — — — — — A e � ASTRUC x w SHOWN DESIGNED l S WN FO R R - \ x / - - - - - - - - - - - f - - - - - r - - - - I B P � BRBALL wALLEY N° Y REFERENCE 0 FILENAME - - - - - , I KEY MAP 0009-SIGNAGE N.T.S. _ 1, C %• � ;� \ X�/ / � �. — I � I p�p,00.L/C Li L ti vol 'i ` G \ / % s• / \ I l' w I Q I } I TONAL E� STRIPING LEGEND ! I Q1 6 SOLID WHITE SHOULDER LINE o \ /// h fI I� 2 4" SOLID DOUBLE YELLOW LL I I CENTER LINE .I LI -� I 8" SOLID WHITE TURN O 3 " m \\ \\ l A I I I LANE/CHANNELIZING LINE w ` z \ I I ` 6" DOTTED WHITE TURN LANE I I: J - - - - - - - : I � , � �• DELINEATION EXTENSI0N LINE w ALLEY 0' + (3 SOLID, 9, GAP) END OF SIDEWALK I Y r .t END OF ROADWAY OO A 41 A f� �� THERMO—PLASTIC �1 PRE-FORMED TYPE III BARRICADES — OM4-3 OBJECT MARKERS �\ MARKINGS Z — v. E END OF SIDEWALK \ O Z - - - - - - - - - - - - - - . o \- - A — — � — - - - - - - - I - - - 6 TRAFFIC SIGN T _� - - o .. - - - - - I - - - TYPE III BARRICADES \ O 0. A ., A !— — — — v ° :: �-. . - ° - - s- -- - - - - 0 PLASTIC 6 4 - - - PRE FORMED THERM =I 7 � CONTINENTAL BARS OM4-3 OBJECT MARKERS 2 2 / � �� 2 2 - / � I'u� FUTURE ROADWAY I I CI) N TIMBERLINE RD HOWNTFORTURE I SIGNING LEGEND m W p REFERENCE ONLY ICO Z L - r . v PARKING "FIRELANE" SIGN AND 7A "FIRE J r. a •. .' v - -v •. ...o .`-... « e. .. a . ,.... v' . f o _ o •. - . LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN - - - I - - - - - A - _. - q - - - - - -_ - -_ - - - - - - _ - - � _ _ - - - _ _ - - - _ / A SIGNS SHALL BE LOCATED AT THE RIGHT SIDE OF a E - A T A END OF SIDEWALK O THE FIRE LANE ENTRANCE AND AT THE END OF THE > W FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE I i \ I TYPE III BARRICADES / a 0 END OF SIDEWALK I V;i — — \ / \ \ } I / DOUBLE ARROWS POINTING IN BOTH DIRECTIONS). TYPE III BARRICADES I I \ — — — . R2- 1 SPEED LIMIT SIGN 24"X30" W11-2 PEDESTRIAN CROSSING SIGN 36"X36" AND O / �� \ \ / ` :.I I _ © W16-7P DIAGONAL ARROW PLAQUE 12"X24". co q I QD D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) b r G` A / A \ A / f ^ I J A I (E R1-1 "STOP" SIGN & D3 STREET NAME SIGN ALLEY \ / \ / 0 1I I —I I R3-17 BIKE LANE SIGN Q. I I \ © W11-2 PEDESTRIAN CROSSING SIGN 36 X36 WITH m / / I . �' . Q a l: 1 "RAISED CROSSING AHEAD" PLAQUE R4 7 KEEP RIGHT SIGN �— L — q 1 1 \ \ l G , \ �f r' I l - - - I A -� A f e d \\ ,� (� \ \ \ / / ALLEY J 4 C 1` I END OF SIDEWALK \ b I I wa TYPE III BARRICADES \ C I 5 _j \ /- f• l LL \ RAISED CROSSWALK TO BE BUILT WITH PHASE D 1 END OF ROADWAY OM4-3 OBJECT S ��, \ \\ TST, INC. CONSULTING ENGINEERS -FUTURE ROADWAY \\ 1 748 Whalers Way SINFRASTRUCTURE Suite 200 Fort Collins / 5 \ \1 � , • , - •v,� ' S HOWN FOR Colorado 80525 REFERENCE ONLY Phone: MIDDLE FARM WY \ JOB NO. 1230.0009.00 END OF SIDEWALK \ TYPE III BARRICADES \ \ SCALE . m A 1 = 50 DATE 50 0 50 100 SEPTEMBER 2024 I f J 1 =50 I \ feet SHEET \ \ \ scale 186 of 224 SEE SHEET 187 SEE SHEET 186 z 0 \ A I Y` - - - - \\ _ ` \ z Of A :� N w LU - o - - - - - - � , ° / Iva H '•�,1j � J i 000, ALLEY­F:"* Ld 1 \ v: o °+ END OF SIDEWALK TYPE III BARRICADES \ / // I qQ O I"': \� t.\ \ A 5 o E , L / A A / J °- " i. / // E A 1 A m m: .. DRAWN E " G. v . 0 111 M4-3 OBJECT MARKERS — —// i/ C \ BRB / — — — — _ LONGWOOD DR — �i' \\ CHECKED / // 5 5 •. - . � G _ \ W DAP a A DESIGNED r , v w • : `1 g. <.j ., BRB / E �\ A \ ;\ J \ FILENAME ° END OF SIDEWALK / n n n n n n 1 \ TYPE III BARRICADES ` \ \�� \\ KEY MAP 0009 SIGNAGE \ _ N.T.S. , , - pp0 ° 9 ° �\ F ° " C ,. 4. , ° • •v'. .. --a .. :- v. -r :_ -.... • a '. • v , -- a : - - -, ALL E ALLEY D. '1 IIKL G a A � \ BONA � A / A STRIPING LEGEND / �✓ // Via- . I 0 6 SOLID WHITE SHOULDER LINE 5 L 1 1 5 0 SOLID DLINEUBLE YELLOW :i C5O 8" SOLID WHITE TURN LANE/CHANNELIZING LINE 6" DOTTED WHITE TURN LANE — — — — — — — DELINEATION/EXTENSION LINE x c ' 11 A / / 5 •C• �s:`„i Y;;. I n� nn n nn n � (3' SOLID, 9' GAP) �A h A f MARKINGS PRE-FORMED THERMO-PLASTIC TRAFFIC SIGN a. A A A H RY Yf - - - - - - - - - - - - - Q - - - - - - - - - - - - - - - - - - - + - + + + + } f 7 PRE FORMED THERMO PLASTIC .,:..> .. � � � � � � � it w �r..,,:,:,.� ... .,., ,...,.... ,:,:,_ ° ° CONTINENTAL BARS : , . ,4 v •4 I y, : • r ,, F. , n ,. , a w ;,. rA;. '. - _ro ALLEY C : a , LLEY D v , I ° • - - - - - - - - - T �- - - - - - - - - - - - - - - - -i r SIGNING LEGEND W p q A A A , 1 DCo °lo I A I� J R7-1 NO PARKING "FIRE LANE" SIGN AND R7A "FIRE CI� Z Q 1• END OF SIDEWALK LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN Q TYPE III 0 (SIGNS SHALL BE LOCATED AT THE RIGHT SIDE OF Q END OF SIDEWALK I I BARRICADES THE FIRE LANE ENTRANCE AND AT THE END OF THE > 0. W TYPE III BARRICADES 1 FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE : I , DOUBLE ARROWS POINTING IN BOTH DIRECTIONS E q I b .' -4 q �' Q : " v ♦ T ° G , • R2 1 SPEED LIMIT SIGN 24 X30 ° 'tirx :-. -.. ;. _ is ,.. .. .. '. /1 :: _' ., •- ._, : o _.. .. ..- .. e. ,.. '. .. :. .. .. ° ., C .. .-. -.: v I .L.,••i~r,' :;1?:.r,,::i'�' v I ^W'�•-:;•,•>:,r:r:�. , W11-2 PEDESTRIAN CROSSING SIGN 36"X36" AND a " W16 7P DIAGONAL ARROW PLAQUE 12"X24". END OF ROADWAY 5 {' '" FUTURE ROADWAY co '.�,�;:. :�•,•,�;:�.. :-;;: �..-: .:: ,.�INFRASTRUCTURE " " OM4-3 OBJECT MARKERS ::,'••.: •, ''" ���>' "� � QD D1-1 STREET NAME SIGN 60 X12 (1 SIGN PER EXIT) IL VE- SHOWN FOR H H MONTAVA A H REFERENCE ONLY '.r-,y,; =g'; '' ` °`w•=. (E) R1-1 "STOP" SIGN & D3 STREET NAME SIGN v, : G 5 5J ;, ! ttr. : s — J QF R3-17 BIKE LANE SIGN Y •s .S. R' •f•. v e ! v. - ... :•: '• i .ad... .. .• v .. ,:u}^jai,• v:f+^',','.F;�i ti.::, .c .. C : v . > : ° : �' : ..::;:_, ... .: •=�� W11-2 PEDESTRIAN CROSSING SIGN 36"X36" WITH ------------ -: G RAISED CROSSING AHEAD PLAQUE E n F E F_ n n n n n n n n n n n I" q J // QH R4-7 KEEP RIGHT SIGN A I. END OF SIDEWALK TYPE III BARRICADES I I' I BARRICADES ;:,fir,:;;:. , .,*,.ti1;�,e,�.:;•,�:: 'M ,;. A A A A fi• / � •r::F_: ,',t,;�.a`,^h y t :,,K�ram' J � / .. ,... .. 5. .. ,: sat... .,L .:... ° r ° ° , o I • , • v+ a • / LEY A ALLEY B / i. t.. s. _i. i 5•i v : t • III W 7„ LJ LJ /.., w.v ,. ,"•:...bakr, a-t, ,:-,..°. . , .. —r--.— . �: .:�k:�S_.5i ;:k"n;.; ''{i' •:ta::', °i"'+,` :i.i"r:l.a} •L ,:.F,• .. s:LS...S:`•i... ,;4♦.H•ft ;'' 5 ':4.`.' q .F.r. .>'. i'.Z` pjr�' •',{ r'a1..;s:'.fi. .'.ice` :-Si:i�9, A ,{:'4:'�:,y St�`,"t '":.:•ir:r- at / T8T INC. 2 '°'r' t<••:,{»".` CONSULTING ENGINEERS / � I ,?%Y.:,• a?ri.. - ..I,.)",;;,i�; / / / 748 Whalers Way. Suite Colorr do 8052511ns III / / 1 i\ t Fri '`^ •,-.. *,`�}r`% / Phone: 970.226.0557 ,,: :,,�. •�,e.,,,i._..,:. .d / JOB N0. as1230.0009.00 SCALE 1" 50' III . Yeti}~` iv�• tt. R / / � :%`�: .::,f`, ;?y.t.,::a•:;L.:::;cve / / / DATE I : •;:;::,:, .,. ;,,,. ;;_. �;,',,.:;•',.; / 50 0 50 goo SEPTEMBER 2024 / I :Y: ••,> z c{ » t SHEET scale feet I J 187 of 224 SEE SHEET 188 SEE SHEET 187 I ,"ice y i; •;7�.,.-e,G 1 i-v ` / •,•a t ...,',jii.'.iS•. Cyr i"<'i'��. / O W I I / / (n 0_ o C) / LL_ h I - o // / O / /' w [if 00 / Q I Ld / END OF SIDEWALK TYPE III BARRICADES _ // F0A 11 0° T T END OF SIDEWALK / °'O / / / DRAWN - L L _ 11 - = TYPE III BARRICADES BRB — _�_I -- ————————————————————— __—_ / / CHECKED DAP DESIGNED 11E TO EXISTING BRB i STRIPING FILENAME 7 GOODHEART DR (FUTURE) 2 / \ , KEY MAP 0009_SIGNAGE N.T.S. -- —�-- =----- ——————�—————— �— \ /. \ po Li/01 / •°°. 7 - OM4-3 OBJECT MARKERS �`:�, �� // 1 oq o END OF SIDEWALK � � ` �-. � / p• / F �� END OF SIDEWALK TYPE III BARRICADES � � \ � �.e �\ // ,` � / •NAL••��TYPE III BARRICADES / / �0 E STRIPING LEGEND 6" SOLID WHITE SHOULDER LINE 4" SOLID DOUBLE YELLOW \ ?• / F I \ J CENTER LINE 8" SOLID WHITE TURN / \ / LANE/CHANNELIZING LINE 6" DOTTED WHITE TURN LANE ® - - - - - - - DELINEATION/EXTENSION LINE (3 SOLID, 9 GAP) PRE-FORMED THERMO-PLASTIC (DA 41 A MARKINGS Z TRAFFIC SIGN 0 // 0. 8' PRE-FORMED THERMO-PLASTIC CONTINENTAL BARS SIGNING LEGEND m WCo Z p R7 1 NO PARKING FIRE LANE SIGN AND R7A FIRE CI) LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN Q (SIGNS ITHENFIREHALL ANEBENTRANCE D AT THE AND AT THE T SIDE END O END OF THE > 0. W FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE ARROWS POINTING IN BOTH DIRECTIONS). R2-1 SPEED LIMIT SIGN 24"X30" Z Z W11-2 PEDESTRIAN CROSSING SIGN 36"X36" AND O 0 W16-7P DIAGONAL ARROW PLAQUE 12"X24". CIO D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) /�`• Q�v� / O / // EQ R1-1 "STOP" SIGN & D3 STREET NAME SIGN R3-17 BIKE LANE SIGN W11-2 PEDESTRIAN CROSSING SIGN 36"X36" WITH RAISED CROSSING AHEAD PLAQUE R4-7 KEEP RIGHT SIGN TIE TO EXISTING STRIPING / TST, INC. CONSULTING ENGINEERS 748 Whalers Way / Suite 200 Fort Collins TO / / Colorado 80525 F� / / / // Phone: 970.226.0557 s / JOB N0. 1230.0009.00 SCALE 1 = 50 / 50 0 50 100 DATE SEPTEMBER 2024 scale 1"=50' feet SHEET / 188 of 224 N I TIE TO EXISTING O STRIPING Z v I o 0 07 0 w I I � V) c� I z I I LU o O L I F � I m w DRAWN w I I BRB Ei LU I CHECKED 2 DAP L I N DESIGNED BRB I FILENAME KEY MAP 0009-SIGNAGE 4 I I N.T.S. ,• � I, 1 I � P S� . S/ONAL I B STRIPING LEGEND a. E 3 5 I Q1 6" SOLID WHITE SHOULDER LINE 4" SOLID DOUBLE YELLOW CENTER LINE 8' I O 8" SOLID WHITE TURN 11' I LANE/CHANNELIZING LINE o 10' 6" DOTTED WHITE TURN LANE / I z 11'' I ® - - - - - - - DELINEATION/EXTENSION SOLID o 9 GAP) LINE I j Fz 8' PRE-FORMED THERMO-PLASTIC MARKINGS Z / I w O I I Z / I © TRAFFIC SIGN a. O� / c"w CONTINENTAL BARSMO-PLASTIC cc CO oar I s SIGNING LEGEND W p R7-1 NO PARKING "FIRE LANE" SIGN AND R7A "FIRE C0 C Z / 3 LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN Q Q 0 (SIGNS SHALL BE LOCATED AT THE RIGHT SIDE OF Q THE FIRE LANE ENTRANCE AND AT THE END OF THE > 0. W 1 FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE ARROWS POINTING IN BOTH DIRECTIONS). \ / B I © R2-1 SPEED LIMIT SIGN 24"X30" Z Z 0 W11-2 PEDESTRIAN CROSSING SIGN 36"X36" AND O i I I 0 W16-7P DIAGONAL ARROW PLAQUE 12"X24". w QD D1-1 STREET NAME SIGN 60 X12 (1 SIGN PER EXIT) a I I ,4 i QE R1-1 "STOP" SIGN & D3 STREET NAME SIGN 00 ��`--- — -- — FUTURE ROADWAY w R3-17 BIKE LANE SIGN INFRASTRUCTURE w SHOWN FOR I w I W11-2 PEDESTRIAN CROSSING SIGN 36"X36" WITH W G REFERENCE ONLY I I "RAISED CROSSING AHEAD" PLAQUE a I o + N R4-7 KEEP RIGHT SIGN / I I j M 2 . i \\ -TIE TO EXISTING - STRIPING I I I TST, INC. / I i I CONSULTING ENGINEERS I 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1" = 50' 50 0 50 100 DACE SEPTEMBER 2024 scale 1"=50' feet SHEET 189 of 224 N � I I I I I I Z 1 0 TIE TO EX. STRIPING o W 1 1 w o I i I I I 1 I I w I Q 2 1 0 II I I m I I DRAWN BRB 1 I CHECKED i I DAP DESIGNED BRB I FILENAME KEY MAP 0009-SIGNAGE 1 I N.T.S. I � z I o I p�:•DREL/ 0 1 �P•.....O 3 z I 1 ������Gp�s o• I I I Q�Fp �;•� 5 I S�ONAL I I I I I I I I I I I I I \ 1 8' I 10 8'' \ \\ 1 2 I 1 \\ \\ EXISTING SPEED 1 \ \ LIMIT SIGN TO EXISTING BIKE 1 I \ \ BE REPLACED SIGN AND I I Z 0 \\ \\ STENCIL TO BE 1 5 I 0 Z \ \ EDGE OF REPLACED I —I- \\ \\ PAVEMENT I 3 % I I 14 550 REDIRECT 50:1) 235 LEFT TURN LANE STORAGE 500' BAY TAPER 2 \\ \ 1 B F I 1 550 REDIRECT (50:1) \ \ _ 00 2 - - - - - - — o W Q MOUNTAIN VISTA DR CO Z CO a > 0. W TIE TO EXISTING STRIPING EDGE OF I I F a B PAVEMENT I I TIE TO EXISTING Z Z I I EXISTING BIKE SIGN STRIPING 0 I I AND STENCIL TO BE EXISTING SPEED REPLACED LIMIT SIGN TO I BE REPLACED I I I II I I I I � STRIPING LEGEND SIGNING LEGEND Q 6" SOLID WHITE SHOULDER LINE R7-1 NO PARKING "FIRE LANE" SIGN AND R7A "FIRE LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN 4" SOLID DOUBLE YELLOW O (SIGNS SHALL BE LOCATED AT THE RIGHT SIDE OF 0 CENTER LINE THE FIRE LANE ENTRANCE AND AT THE END OF THE FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE 8" SOLID WHITE TURN DOUBLE ARROWS POINTING IN BOTH DIRECTIONS). 0 C. LANE/CHANNELIZING LINE © R2-1 SPEED LIMIT SIGN 24"X30" CONSULTING ENGINEERS 748 whalers way 6" DOTTED WHITE TURN LANE " " Suite 200 Fort Collins ® - - - - - - - DELINEATION/EXTENSION LINE © W11-2 PEDESTRIAN CROSSING SIGN 36 X36 AND Colorado 80525 (3' SOLID, 9' GAP) W16-7P DIAGONAL ARROW PLAQUE 12"X24". Phone: 970.226.0557 JOB N0. PRE-FORMED THERMO-PLASTIC D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) 1230.0009.00 MARKINGS �E R1-1 "STOP" SIGN & D3 STREET NAME SIGN SCALE 1" = 50' © TRAFFIC SIGN (F R3-17 BIKE LANE SIGN 50 0 50 100 DATE SEPTEMBER 2024 O I I I PRE-FORMED THERMO-PLASTIC O W11-2 PEDESTRIAN CROSSING SIGN 36"X36" WITH "=50' SHEET CONTINENTAL BARS G RAISED CROSSING AHEAD PLAQUE scale , feet 190 of 224 HO R4-7 KEEP RIGHT SIGN PAVING LEGEND EXISTING ASPHALT Z 0 PROPOSED ASPHALT z O U) (n w LU w Q 0 m KEY MAP DRAWN CHECKED BRB N.T.S. I III I I�� ► DAP \ EX. 100.00, ROW I / DESIGNED \ \ I z OI I I BRB FILENAME 0009_INTERSECTIONS � I vO II II . m. L/ � TIE TO EX 9870 I I III I ► � Qo Fps .����, S/ONAt- E� y v I .C) 9717 I II I I EX. EOP TO REMAIN AS IS ON / I 1111 I ) EAST SIDE OF ROADWAY / T/ 11 E TO EX. \ \ \ PAVEMENT y� � GRADES IIII I / I \\ \ I O EX. 43.80' I I I I I I I I E IP II API I IIII I I I \ �\ I I / PROP. 43.90' o EOP—EOP rn I I I I =; g I I > LU \\ SS\\ T \ III r I 0 0 \ \ PROPOSED ASPHALT TO SLOPE \ S \ POWER POLES AND DRY UTILITY 2% FROM EXISTING ASPHALT TO �, CD I I i ROADSIDE I W Z v S R EDGE OF PROPOSED ASPHALT C4 z PEDESTALS TO BE RELOCATED 98 DITCH LI PROPOSED ASPHALT TO SLOPE ICO 0 \\ S\ �990 I _ I I`` 1 —'� 2% FROM EXISTING ASPHALT TO Q \ S EDGE OF PROPOSED ASPHALT I PROPOSED ASPHALT TO SLOPE POWER POLES AND DRY U1ILITY 1 ' To I 1 2% FROM EXISTING ASPHALT TO — 4990 PEDESTALS TO BE RELOCATED EX. 94.8s \ T1E TO EX. > W I �, �� 11E TO EX. s4.s2 y� � —1�� � I TIE To EX. 91.90 EDGE OF PROPOSED ASPHALT �� PAVEMENT �4996 10 49g1 PAVEMENT Q co GRADES - GRADES nLl \ \ E i 0 It — 01E-= — — €4997 0HE — TIE TO EX. �\ i s1.93 235' LEFT TURN LANE STORAGE 93.11 _ --,— � 0 —FO — — 550 REDIRECT 50:1 _ — _ — Z LU PAVEMENT \ T - s3.01 — ) —1 T1E TO • GRADES 91.401 500 BAY TAPER- �_ — — — — — — — — EX. ss.00 --- _M-i�d`� -- rr v Fro -r I ,— ....7 i----��. 4995 — — _,. �— W� — — — — — CL W `� Wow W W W _ `JJ W W W � w i / oa_ / o Z to o — — Co -- ' `i -MOUNTAIN VISTA DR N o — "' l — — — x 1 pa — � 1 � � 00 w a- _ — — 4992" sS, w —4992- O —4993- R99 4995 , 0 4996 =W w _ _ _ _ — --- _ a W � w w x w _ T I T I T �i�,.rl—,T�T—I 77 ITT yII— _ — F0� —� � ---ICI — 11 76 �_ \ l� a �L �� 4sas- EX. EOP TO REMAIN AS IS ON �,� — �\ \ / � EX. EOP TO REMAIN AS IS ON_- 4996 SOUTH SIDE OF ROADWAY �- 1 1 SOUTH SIDE OF ROADWAY 49s3- 1 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1" = 50' DATE 50 0 50 100 SEPTEMBER 2024 scale 1"=50' feet SHEET 191 of 224 z 0 I V) w z Of O U) V) w LLI w Q 0 m Kam/ DRAWN o / BRB N. .S. /> 1 �` CHECKED DAP JDESIGNED BRB ° FILENAME _ J 0009_INTERSECTIONS pp0 L/lb f= y -49951" 1\ Q��Q��GO� 0•:� • —4995 / 4997 0� .•'•G� � .... 4996ILL y� /ONAL —4990 E� � � 4996 4995 ° 4991 � N J 4995 4991 l�° PROPOSED ASPHALT TO SLOPE 4993 I- 4992 ° - I PROP. 2% FROM EXISTING ASPHALT TO —4995 TEMP BIKE a 92 PROP. 49—— — — — EDGE OF PROPOSED ASPHALT — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2%OPOSED ASPHALT TO SLOPE- - - - - — - - - - - - - - - - - - - RAMP— �-e, o FROM EXISTING ASPHALT TO , I I I RAMP BIKE 4995 P 4998 — EDGE OF PROPOSED ASPHALT - rI ------------ =5000 4999 = - Hn dun 3Hn 0 3H0 E 3 SHOE 3 —��HO E 3H 3 H 0 H MHO-� thin E N1-1 I 235 REDIRECT (50:1)_ e' 250 REDIRECT (50:1) 235' LEFT TURN LANE STORAGE �T _ _ 8 MM J T1E TO -M M ? -EX 0 42 mod- �ni W 200' TAPER- AA AA—AA— -I M �A �M J-M �M �M� �M� M- I _ I� — — — — — — — - n" ' M M M M M M M M AA M M M M W W ,"� ��� `"-T�-1t�`"��--1dr-V -1t� �V� M M M M M M M M M M-�M M, ,f��'- N�- _ _ _ - - _ _ _ - - - - \ a o. / / N 0 / z a d o p =°�W �w — _ C0 Mw \ 000 '�► �`i' aW J oa `Xo_ — _ J a o o � w O — wa0- _50p0- — w� ww w0 �aw 5000 ` N GIDDINGS RD 500j- w _5002\ Uj — — -i 1`1 — — -1 — 1— 1— 1 -I� I7� > W ° I �I. - - U. 1IIE 015 ° T I —r �- �— T— I I I < .I d f- F- - y—s. ° n. 1� _ —I —� —T —T —� 1\ T T .�- — -. ^� . .T —T1E TO — r T T i— I I I T y IT I ° .. >. . f ° I °� EX. 0.40 TIE TO EX. I �I t—�1�1 I - — . .° t . _ PAVEMENT _L �- I J _L \ '� / / — m Z GRADES — — — _ _ ,_ �' \ PROPOSED ASPHALT TO SLOPE / - - - - - _11E TO EX. - -�� _ W O 2% FROM EXISTING ASPHALT TO — __ - PAVEMENT _ _ , EDGE OF PROPOSED ASPHALT y GRADES � / ROADSIDE COEX. - r _ J a ROADSIDE // - - -y - - - - - - / - - - - - - - - - - - - DITCH �� - - - - - - - - - - - - -�c�go6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -��- - - - - - - - - y \- - -DITCH - - - - - rn - - - - -� - - - - - - - - - - - - - - - -�o a o > LU i 0 � - I a C0 cr <<' 7 PAVING LEGEND EXISTING ASPHALT PROPOSED ASPHALT TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 AFN JOB N0. Z 1230.0009.00 SCALE 1" = 30' 30 0 30 60 DATE SEPTEMBER 2024 Scale 1"=30' feet SHEET 192 of 224 z 0 F- V) w z Of O U) V) w LLI w F- Q 0 m KEY MAP DRAWN BRB N.T.S. CHECKED i 1 1 I � DESIGNED DAP BRB FILENAME 0009_INTERSECTIONS 10 �� 0 I TONAL E FUTURE ROADWAY 0 I Z \ J INFRASTRUCTURE SHOWN LO I 1 FOR REFERENCE ONLY I o^ p o 01 o � �, I 0 0 0 0 0 0 �� o h W o O B PROP. I LO \I / TEMP BIKE PROPOSED ASPHALT TO SLOPE _ _ _ _ _ _ _ _ _ _ _ _ — — I — — — — — — — — — — — — — — L — ( — 1 RAMP PROPOSED ASPHALT TO SLOPE ROADSIDE - - - - � — - - -'`� - - - - - - - - - � — - - - - - - - - - - - PROP._ — \ a I 2% FROM EXISTING ASPHALT TO Ex. / TEMP BIKE W 2% FROM EXISTING ASPHALT TO \ DITCH l / ° I wo Lld EDGE OF PROPOSED ASPHALT ROADSIDE RAMP m EDGE OF PROPOSED ASPHALT ' a _ 7 �i RD 7E9 V J 1 1 I _ _ 235 REDIRECT (50:1) _ is.54 —TIE TO 250 REDIRECT/TAPER (50:1)P �23T TURN LANE STORAGE — � M .., M— M M- �►— — a M �N� M _ — 4�� M `M Im — M=EX. 5.52 — M— _/� ---/uT= =iN=_ M M M _n4— M — — J M M M M M MGM M M M M M - — M - M — ,• '� ""— ��. M M M M M M M M M M M MGM _ _ M - - - - - - - ° / / / 0 / � � - / / 0 / o� / GIDDINGS RD / / o / o� 000 -0 ` W 0 � 'i L j 00/ 0 a 150 SO SO x SO S \ O X \S W S0 W \S0 s07 s07 0V 'A, 'S w '6 w w ° SOD) 008\ 09 AA CIO a 70 �� 2 \ AA AA AA AA AA AA AA— AA AA AA _ _ TIE TO �e T 1 — ------------- — —11E TO i 0 EX. 5.52 — — - 4 ° r— 1r— i—i — SEX_16.54� / - TIE TO EX. - PAVEMENT _ �. � ` — - - — W Z GRADES — r i < i_� a - - � � - - — - - - -/ - - - - - - � — - - - - — TIE TO EX. (l O 77L �— l / Ex. \ TIE TO EX. \ I PAVEMENT CO \\ / // / \ \ PAVEMENT— — — — — — — — — — GRADES ROADSIDE I� \ . - - - - - - - - - - - - - - - - — — GRADES - - Q � — - - - -DITCH — — — — - - - - - - - - - - - - _ - - _ - - - - - __ — - - - -� T - - - -- - - - - - - - - - - - - - - - - - - - — PROPOSED ASPHALT TO SLOPE 1 � � / Q V ° 2% FROM EXISTING ASPHALT TO I \ �, > W EDGE OF PROPOSED ASPHALT o I 1 ` CP o Q Co0 W o o Zo c w TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins PAVING LEGEND Colorado 26.0 Phone: 970.226.0557 JOB NO. EXISTING ASPHALT Z 1230.0009.00 SCALE 1" = 30' PROPOSED ASPHALT DATE 30 0 30 60 SEPTEMBER 2024 Scale 1"=30' feet SHEET 193 of 224 SEE SHEET 160 d . . X. r \. / /i. /. ° . ED z -poo / 1. + z Of Cn 10 / Q 8 � 7, �° 9 1.33 / L.P. Zog 2.11 1.51 8.67 d °�° / . LU d:\ d 2.04 8.65 a / A Q Q' l/ O �. n I O ° .° 1.62 \ \ / .d / q. .°. . 8.59 / n ^ M � �,�/ , \ 1.29 ° 00 �/ 29 oO a/ m Cq \ n / d. 00 e °8° / \ / va �A d. / ° DRAWN 1' 8.99 e°. 7•SS �° 1.91. ?O A. / 4. f R 9 .�° KEY MAP BRB XA o ° N.T.S. ° / ° \ °% e pC�o / e' ' / / CHECKED / / O• ° / / 'C ��� '� •5°� `q % / / DAP / °° .d' O p. n .°1d /� X // h 8.80 O/ °° ° ... / / d° \ Z. ° d ° °. 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V It > " SHOWN FOR \ It -- FENCE ONLY CO 0 5010 , .: _ \ \ \ Z o \ a. 0 FIB Ir t- : 7 , s,'�► /! \\\ \ \ \ I \ O It INTERIM POND , •.�•/ �' ;!`, r// 'rj'� `\ \ � \ \ I O04 w INTERIM POND s 2 OUTLET STRUCTURE 1 / ' f�• / ,." ` \ \ \ \ \ I I \ V,Ld / \ \ LLI It INTERIM �•. .':-� .. : . POND \ SPILLWAY ZI Ol:j �:'`..y TST, INC. 4 Y �•�� / I \'�f CONSULTING ENGINEERS - I 748 Whalers Way Suite 200 Fort Collins Colorado 80525 \ I Phone: 970.226.0557 JOB N0. 1230.0009.00 it) N / / %.'- / \ I \ \ SCALE 50 0 50 100 DAB SEPTEMBER 2024 ' / / / x.. •. ' I I \ scale 1 =50 SHEET feet 202 of 224 SEE SHEET 201 N / 4.08 G1-5 - / 1 / I 90.00 G1-9 I (10 Ix/ LLJ LLJ FUTURE-44.52 5 I 100.00 mmm WIN CHECKED 88.00 DAP - - - - - - - - - - - - - - - - - - - - - - -- _ \ / �/ l / 1 \ DESIGNED BRB FILENAME J \ h /lay, 0009_Drainage 1 5000 KEY MAP N . T. S..21 —14 ( \ 90.67 LEGEND X = AREA (ACRES) AB—C AB—C = BASIN NUMBER 499g � � � I. � , / � � � \ / Y Y = IMPERVIOUSNESS EXISTING STORM SEWER PROPOSED STORM SEWER MEMO PROPOSED BASIN BOUNDARY 1 \ 7.57 I /� ��/ / \ \ \ / \ 4,�i PROPOSED CONTOURS I 1 1 \ FUTURE-5 EXISTING CONTOURS Z 1 / FLOW DIRECTION 4998 CO coc� fr ll Z o04 W X W _ (W \ A I Oc 4j 1.39 \ \ 44.40 TST, INC. I / CONSULTING ENGINEERS 748 Whalers Way Suite Colorado 80525 200 Fort Collins Colora 10.23 I Too° / % // / / / Phone: 970.226.0557 \ POND 427 JOB N0.1 I/ / // / / 1230.0009.00 3.10 SCALE DATE 50 0 50 100 SEPTEMBER 2024 scale 1"=50' feet SHEET 203 of 224 SEE SHEET 203 N \> \ - I I 49 // ;LLJ o 10 LLJ �(:P 75.61 � I \ I ' / / / //' DRAWN BRB OFFSITE- -I �� \ // / / / CHECKED 20 1 4995 DAP 0.0 DESIGNED FILENAME BRB 1.39 9 / / / ' � 0009_Draina e/ / / LIDDING-2 p0 L/ \ ► ) \ / ///// /r i \ moo;• �o�P�o� PQQ ��G KEY MA N . T. S.10.23 3.10 LEGEND X = AREA (ACRES) AB-C AB-C = BASIN NUMBER Y = IMPERVIOUSNESS EXISTING STORM SEWER PROPOSED STORM SEWER X/, MEMO PROPOSED BASIN BOUNDARY INTERIM POND 427 / / 4,�'i PROPOSED CONTOURS EXISTING CONTOURS FLOW DIRECTION 0 co z INTERIM POND \ \ / 427 SPILLWAY INTERIM POND 427 OUTLET / // / / W W STRUCTURE \ / / /1 / /// / i CO CO m a. Z 0 / y /' �� \,� \ � � \\\ TST, INC. \ \ / ✓ / \ \ \ CONSULTING ENGINEERS 748 Whalers Way Suite Fort Collins Colorado 80525 Phone: 970.226.0557 Ij �/� JOB NO. 1230.0009.00 SCALE �� 1 = 50 YY r — J DATE /� � . � � � >✓ � \ \\\ � 50 0 50 100 SEPTEMBER 2024 scale 1"=50' feet SHEET 204 of 224 N 0 U LLJ I N LU Q \ PROP. OFFSITE DRAINAGE SWALE Ljj cn '� \ � N \ \ Y ' DRAWN '\ BRB CHECKED - - - - - - - — �- - \ - - - - - - - - - - - - - - - - - - - -- - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - ?' DAP O J DESIGNED m BRB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - W \� \ FILENAME y I T N 0009_Drainage \' — _ RR \ \���/ � � .-� u_ ���L�I ��� I� '�T�I T- I --r-�� � � � I-r- r -r-I �T, I - -T _� �- I � I�_ PDO•L�C KEY MAP - ��o� N . T. S. o�F6 6: S�ONAL LEGEND / O X X = AREA (ACRES) _ �j AB-C AB-C = BASIN NUMBER m Y Y = IMPERVIOUSNESS / w EXISTING STORM SEWER � � � � - - - - - - - - - - - — - - - 1 - ` PROP. OFFSITE DRAINAGE SWALE/ PROPOSED STORM SEWER O Qp ■ ■ ■ ■ PROPOSED BASIN BOUNDARY W — — — —'—' �- '— " / / 4,�i PROPOSED CONTOURS W � \ C 1 — - - - - - - - - - - - - - - - - - ( 5�0o EXISTING CONTOURS Z — — — I FLOW DIRECTION 0 - - - - _ - - Ico r W W CO co a � PROP. OFFSITE DRAINAGE SWALE EX. WOODEN BOX 1 �\ CULVERT UNDER ` BNSF RAILROAD \ \ 1 I OS " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Lli - - - - - - - - - - - - - - - O m 11 / ir W - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - (010 NUISANCES FLOW PIPE UNDER THE RAILROAD ACCESS ROAD 1 II III I AND IS NOT SIZED FOR THE 100—YEAR STORM TST INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 1 I Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE ry - r 50 0 50 100 DACE SEPTEMBER 2024 scale 1"=50' feet SHEET 205 of 224 PLAN WATER LINE EASEMENT �~RIGHT OF WAY PRECAST CONCRETE T(MIN.) HYDRANT:AWWA C502 W/1" M.H. SECTION SQUARE OPEN RIGHT OPERATING NUT zo PAVEMENT IF REQUIRED O\ C_., z 0- � Z � \" n O w CO Ld 3"MIN / j _ ,'gyp O TRACER WIRE TERMINAL BOX I j 2' GALVANIZED STEEL D OFFSET TO SIDE < E \\\ \\ PIPE AIR VENT LINE SEE PLAN VIEW VALVE BOX I POLYETHYLENE POLYETHYLENE _ 3"MIN // / BOND BREAKER �� BOND BREAKER _ \ / \ \ \ �_ 1 2„-2 4" ROAD SURFACE 4'.0" UNDISTURBED SOIL \��V/ - \ UNDISTURBED SOIL TYPICAL BEND TEE TRENCH ZONE \��\ LLI (BACKFILL) 0 4'-0"x1'-0"x0'-6" 0 T - CONCRETE 000( )\ COMPACTED GRANULAR \ POLYETHYLENE \ \\/ \\/\\ FOOTINGS O �j MATERIAL m POLYETHYLENE BOND BREAKER // NOTE: `� COMPACTED 54"MIN. \\ VALVE LOCATION FILL BORROW DITCH BOND BREAKER / % �i \ \ \/ GROUT ALL PIPE �. /� 66"MAX. DRAWN \\ \/ \� 12"(TYP) PENETRATIONS BRB \\� + \/� \� 4.5'MIN.COVER TRACER WIRE CHECKED 3 DIA. p \/ \\ \j \ \ \\ OR INSULATED SWIVEL TEE \/ \j / / (4'x8'xZ'BLUEBOARD) THRUST DAP BEARING SURFACE \/ BEDDING //\// \1 MIN. V l'I v V BLOCK / O O O O O \/\/ SECTION A-A �� DESIGNED \\� MATERIAL \�/ j\\ \ O O O O O O \/\\/ 1' (NOTE3) BRB BEARING SURFACE O FROST PROOF M.H. COVER 2"GALVANIZED AIR SCREEN HYDRANT DRAIN OPE INGS (NOTE 2) FILENAME `\ 4 4 OF OBSTRUCTIONS a 0009_Details UNDISTURBED SOIL UNDISTURBED SOIL j\\ \ Op OO� oO� O� \ \\\ VENT LINE(NOTE 1) "X1" MESH MUST REMAIN CLEAR o 0 PLUG TYPICAL CROSS-SECTION BEDDING ZONE j\// O O \//\/ PRE CAST CONCRETE III-GROUT III THRUST 6"C900 DR18 PVC PIPE a o / \/\\ UNDISTURBED SOIL GRADE RINGS BLOCK a . O O \ \ `/ (NOTE 3) RESTRAIN ALL JOINTS o �P�•••L�C BEARING AREAS FOR VARIOUS FITTINGS (FT2) X� \ O O O O \/�\� M.H. STEPS T SIZE TEE&PLUG 90°BEND 45°BEND 22 °BEND 11 °BEND �\/\\/\ �� \/\ COMPACTED 3'-6°MIN.0 1 18" RESILIENT SEAT GATE VALVE ND BREAK \/ O.D. OR 4" MIN. D O O \GRANULAR MATERIAL AIR RELEASE& NOTE 4 FLEXIBLE 6" 4.0 5.5 3.0 1.5 1.0 \ \ 4 \ VACUUM VALVE PLAN VIEW �� G • Cv 8" 6.5 9.0 5.0 2.5 1.5 I O O / BRASS NIPPLE COUPLING CONCRETE BLOCK TRACER WIRE TERMINAL BOX INSTALLATION e� �0� ' �v I SADDLE, FLANGE, _ _ HYDRANT GRAVEL 0 12" 14.0 20.0 11.0 5.5 3.0 \ - \ \� .' L 1s^ 25.0 35.0 19.0 10.0 5.0 // \ \ \ \/\/\� \% PIPE SUBGRADE; STABILIZATION OR BOSS (NOTE 3 6 0 o S�ONAL 20" 38.0 54.5 29.5 15.0 7.5 FITTING(BRASS) G.V. O \ \ \ \ \ \ MATERIAL IF REQUIRED o 0 24^ 55.5 78.5 42.5 22.0 11.0 \ \ \ \ \ \ \ \ \ SCREEN q'xq"MESH NOTES: 30" 86.5 122.0 66.0 34.0 17.0 ' GROUT NOTEs: 1 NO BOULDERS,ETING C.),RTREES,SHRUBS, ETAINING WALLS OR 36" 124.0 175.5 95.0 48.5 24.5 \ �\ �\ �\ �\ \\ �\ �\ �\ \\ �\ CONCRETE FOOTINGS n 1. VENT TO BE SURFACED AT FENCE LINE, FENCES ALLOWED WITHIN 10'OF FIRE FIRE HYDRANT W/244 BARS JG' IRRIGATION DITCH OR AS ELSEWHERE 42" 168.0 237.5 128.5 65.5 33.0 O JI O� l/ HYDRANT. _ SPECIFIED BY DISTRICT. 0 Q U 2. IF COVER SITUATED WITHIN GRAVEL 2. FIRE HYDRANT PIPING,VALES,ETC.SHALL 2'-0" NOTES: COMPACTED (0- ROADWAYLEAVE COVER 4"BELOW BE DOUBLE WRAPPED IN POLYETHYLENE. 1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL -1p ! SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT �� n^ 3. GATE VALVE SIZED PER AIR VALVE ELCO OR LEFT OF EACH FIRE HYDRANT ASSEMBLY 2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 4. LOCATE PER FIELD CONDITIONS BOLTS OR PIPE. 4'-0" I.D - Date File No. Date File No. ME Date File No. Date File No. A y� IIMEgC�Gy Designed N N/A esd010 A_t)picalthnrst y1 Designed N N/A e,d006_beddmg_c%ss Designed NIA N/A esd001_oiruo0 y1 ,MERC�G� Designed NIA N/A esd017-fire_hWront EAST LARIMER COUNTY WATER DISTRICT E✓V B/20 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 08i20 Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 08191 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 8120 Drawing No. Drawn Drawn Drawn Drawn �CO EJV B/20 020 ELCO EJV 10/21 oos � f0 EJV B/2, 001 ELC� EJV B/21 017 TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF / VACUUM VALVE WITH VAULT Revised TYPICAL FIRE HYDRANT INSTALLATION Revised NOT TO SCALE !yq `�h NOT TO SCALE NOT TO SCALE lj,A `�h NOT TO SCALE 01 Approved RS 8/20 Sheet Ol of Ol 1fROils, Approved RS 8/21 Sheet 01 of 01 �1U1 Approved RS 8/21 Sheet O7 of Ol 1fR01SS� Approved RS 8/21 Sheet 01 of 02 CENTERLINE SECTION 2' (MIN) TRENCH 2' (MIN) O J - Q c CARRIER PIPE CASING \ / > LU 00 TRENCH WIDTH TABLE D W 0 CO PVC OR DUCTILE IRON PIPE Q MAXIMUM CASING SPACERS - MIN. 3 PER PIPE SECTION ON 6' CENTERS O-RING OR WATERSTOP SEE TRENCH WIDTH TABLE PIPE DIAMETER TRENCH WIDTH > (INCHES) (INCHES) SEAL ENDS WITH HIGH DENSITY GASKET REQUIRED IF 12" MIN. RUBBER SEAL & STAINLESS FLOWFILL IS USED STEEL BANDS CLAY EARTH MATERIAL 4 28 (NOTE 3) Z c/ WATER LINE PIPE 6 30 0 8 32 10 34 U END SECTION MIN. 2 FT. OR AS /\ /\ 12 36 DETERMINED BYGEOTECH 14 38 I 1 " MIN ENGINEER NICAL LIMITS OF TRENCH \\ \/ 16 40 \ CASING \\�j\\j\\j\\j\ 18 42 2'-0" /� 24 46 / CARRIER PIPE (MIN.) WATER LINE I LIMITS OF CLAY CUT-OFF WALL PIPE BELL - Z Date File No. �y�`pQl1MEA�OGs Designed NIA N/A esd023_trench_det717 EAST LARIMER COUNTY WATER DISTRICT NOTES: � f� Drawn RKB 10/91 Drawing No. a TRENCH DETAIL E✓V B/20 oos CASING SP-ACER ASSEMBLY 1. CLAY SHALL N COMPACTED TO 95/o Revised Sheet 01 of 01�A01 Approved RS B/20 NOT TO SCALE MAXIMUM DENSITY. NOTE: 2. CLAY MATERIAL TO BE CLASSIFIED AS SC, SEE SPECIFICATIONS FOR ACCEPTED CASING SPACER AND END CL OR ML-CL. SEAL MANUFACTURERS AND MODELS. 3. FLOWFILL MAY BE USED INSTEAD OF CLAY TST, INC. MATERIAL IF APPROVED BY DISTRICT. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Date File No. Date File No. Colorado 80525 A R1MER�OGy Designed N N/A esd004_buried-casing ��`pR�MER�pGy Designed NIA N/A esd007_cut_ol!_wo11 Phone: 970.226.0557 EAST LARIMER COUNTY WATER DISTRICT Drawn Drawn RKB 12/9J Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 10/01/91 Drawing No. JOB NO.BURIED CASING DETAIL E✓V B/20 004 f� 007 �AIE t Revised NOT TO SCALE �AIE � CUT-OFF WALL Revised E V B/21 NOT TO SCALE 1230.0009.00 01 Approved Approved RS B/20 Sheet 01 of 01 B01St Approved RS B/21 Sheet 01 of 01 SCALE NTS DATE SEPTEMBER 2024 SHEET 206 of 224 SINGLE METER LAYOUT INSTALLATION DETAIL BUTTERFLY VALVE DETAIL Z 0 PROPERTY LINE �% O 0 BOX INSTALLED TO GRADE \ U) w a' INDIVIDUAL TO EITHER RIGHT OR LEFT SECTION A-A > SERVICE LINE LLJ OF ALL NEW FIRE HYDRANT i \ I ASSEMBLIES VALVE BOX WATER LINE SINGLE METER , UTILITY BUTTERFLY VALVE PIT ' F EASEMENT (AWWAC504) I , w —_iMECHANICAL JOINT � 1 = WATER LINE (RESTRAINED) VARIES —III— — NOTE: m / /\ ALL VALVES OPEN LEFT _1 DRAWN (NOTE 1) ' BRB , CHECKED DAP NOTES: NOTE 1 VALVE OPERATOR W w W w W 1: See Meter Pit Detail DESIGNED 2: Distance may need to LOOP TRACER BRB be modified if drainage WIRE INTO BOX GATE VALVE DETAIL FILENAME or other site specific TOP OF VALVE BOX SHALL 0009_Details conditions dictate "WATER"VALVE TOP BE SET!'-1"BELOW DUAL METER LAYOUT changes to these o 0 0 � p SURROUNDING ASPHALT dimensions. TRACER WIRE _ 6° ��\���������i/\ �pp0 L/C PROPERTY LINE 12-GUAGE \ O •••••• 3-, i o� o 0 0 o c \\ VALVE BOX SHALL BE SCREWED DOWN 6" \/O•�p.N `,P� //, OR AS DIRETED PER ELCO INSPECTOR 7- Q�Q�`\G��O a INDIVIDUAL INSULATED < %/ &BURIED BELOW GRADE IF INSTALLED v SERVICE LINE o 0 0 0 0 0 o c \/j, INANON-PAVED ROADWAY • G SOLID \J (TYP.) COPPER < NOTES: O O O O 18n 1. VALVE BOXES SHALL BE 0 0 0 0 0 0 _ CENTERED AND PLUMB OVER ` •� OPERATING NUT. DUAL METER UTILITY o 0 0 0 0 0 o c 2. BACKFILL AROUND VALVE ��� ••�G�� PIT EASEMENT /\\/\\ 3-PIECE VALVE Box •NAL < BOXES SHALL BE HAND PLACED � S/4NAL � AND COMPACTED FOR A i\/\/ 0 0 0 0 0 0 o c MINIMUM 4'RADIUS AROUND j�\j VALVE BOX // 2"OPERATING NUT OPEN LEFT VARIES CLEAN 4" ROCK /`�� ��i��i,; COMPACTED SOIL 2 W \\ (NOTE 1) NOTES: TRACER WIRE TAPED _ /�\j/ /�// / .� TO TOP OF PIPE 1. BOX & LID ASSEMBLY SHALL BE CAST IRON WATER LINE TYLER SLIP-TYPE MODEL 6865 (TOP ONLY) OR APPROVED EQUAL. 2. TRACER WIRE SHALL NOT BE INSTALLED W W W W W (BROUGHT TO SURFACE) IN VALVE BOXES. MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWA C500) Date File No. Date File No. Date File No. Designed Rs 07129120 e5d01J melerpit/00Ut y� MERC, Designed NIA N/A esd012_trocer wire_box �� ®� Designed RKB 08/91 eSdOIL uo/14e detoil EAST LARIMER COUNTY WATER DISTRICT E✓V 07129120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 9120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 08/20 Drawing No. Drawn Drawn Drawn WATER METER LAYOUT DETAILS Revised RS 07129120 Old �� Revised Revised TRACER WIRE BOX DETAIL E✓v '°/2' 021 VALVE DETAIL 016 Z J E✓V a/21 !y NOT TO SCALE ty G� NOT TO SCALE !y NOT TO SCALE O _ grER01S Approved RS 07/29/20 Sheet Ol of O1 grfR0lSt Approved RS B/21 Sheet O1 of O1 AIfRUISSR� Approved RS 9/21 Sheet 01 of 01 c no Q M DCO 0 CO SURFACE U > a � \, WATER MAIN CONSTRUCTION: CROSSING UTILITY INSTALL MEGALUG IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER EXISTING WATER LINE FLOW FILL EXTEND 3' EACH RETAINER GLANDS (TYP.) CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER 45° BENDS (TYP.) WAY FROM CENTER z co LESS THAN MIN. TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW 0 z (4.5' NORMAL MIN. COVER) MINIMUM COVER IS AGAIN OBTAINED O REALIGNED WATER LINE 1" MIN. BLUE-BOARD WATER MAIN a H (NOTE 4) GRAVITY ANCHOR (TYP.) C . 4 1 (NOTE 5) 4' _ THRUST BLOCK 1" MIN. BLUE-BOARD Q I 8 8' _ (TYP.) (NOTE 5) 1.5' MIN. (FULL TRENCH WIDTH) STEEL CASING (NOTE 4) GENERAL NOTES: 1. SEE THRUST BLOCK DETAIL FOR SIZING. 2. ALL FITTINGS & JOINTS IN LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS. STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE & FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT. IF STORM SEWER CULVERT IS BEING CONSTRUCTED 4. IF CLEARANCE "H" IS LESS THAN 18", INSTALL STEEL CASING WHEN CROSSING UTILITY IS 24" DIAMETER OR UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC WAY FROM CROSSING. CONDITIONS. 5. ANCHOR AND THRUST BLOCKS TO BE INSTALLED ONLY IF ADEQUATE MECHANICAL THRUST RESTRAINT CANNOT BE PROVIDED OR AS REQUIRED BY DESIGN ENGINEER OR ELCO. ENGINEER TO DETERMINE DISTANCES TO BE RESTRAINED. STORM SEWER CULVERT TSTr INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins �11MERC Date File No. Date File No. Colorado 80525 RIMER Phone: 970.226.0557 EAST LARIMER COUNTY WATER DISTRICT Designed R A N/A esawi crossing curert ��� COGyi EAST LARIMER COUNTY WATER DISTRICT Designed NIA V NIA12 erawin m0i2lowering JOB NO. Drawn RKB 05/03 Drawing No. �. Drawn EJV 8/20 Drawing No. 1230.0009.00 a�7 ElCO INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING E✓v 9/21 E✓v 9/21 019 Revised TO SCALE ,� Revised SCALE NOTOT WATER MAIN LOWERING W E R I N G DETAIL NOT TO SCALE �R ols� RS 9121 �1►ols RS 9121 N TS Approved / Sheet 01 of 02 Approved / Sheet O7 of Ol DATE SEPTEMBER 2024 SHEET 207 of 224 ° ° A A ° @ COMPACTED MANHOLE SIZE TABLE MATERIALKO z °� � ® MATERIAL � PIPE SIZE MH DIA. BENCH, MANHOLE SIZE TABLE B C V) a- (IN.) (MIN.)(IN.) SLOPE=2"/FT. ° PIPE SIZE MH DIA. BENCH, ® v 15 OR LESS 48 (TYP) (IN) (MIN)(FT) SLOPE=2"/FT. N w 18 TO 30 so PLAN 15 OR LESS 48 (TYP) OVER 30 72 18 TO 30 60 PLAN DOWN PIPE m v w MH FRAME AND COVER HS20 2' RING&COVER-SET a Q PARALLEL TO FINISHED OVER 30 72 DIAMETER LOADING RATED OR EQUAL SURFACE DROP BOWL TOP VIEW DROP BOWL FRONT VIEW - v Z MH FRAME AND COVER B DROP BOWL MOUNTS TO WALL - GROUT HS20 LOADING RATED PRE-CAST GRADE RINGS OR EQUAL 2 RING&COVER-SET TO WITH RELINER STAINLESS STEEL PRE-CAST ECCENTRIC CONE PARALLEL FINISHED SURFACE HOOD ANCHOR BOLT ASSEMBLIES A 1 Q 91, GROUT HOOD BOLTS TO DROPLjj PRECAST GRADE RINGS C DROP BOWL BOWL WITH INCLUDED o o STAINLESS STEEL BOLTS C° M PRE-CAST REINFORCED SECTION VIEW INSIDE LIP TO BE HIGHER CONCRETE MANHOLE BARREL PRE-FORMED PLASTIC GASKETS 5"MIN THAN OUTSIDE LIP PER ASTM-C478 WITH STEPS AND EXTERIOR JOINT WRAP. INCOMING PIPE m DOWN PIPE RELINER AVAILABLE FOR ALL SIZE DROP BOWL DRAWN O PRE-CAST REINFORCED DIAMETER DROP BOWLS PRE-FORMED PLASTIC GASKETS TOP OF BENCH FLEXIBLE PIPE BRB z 0 U) CONCRETE MANHOLE BARREL A PIPE PENETRATION O O = AND EXTERIOR JOINT WRAP. DROP BOWL SIDE VIEW OPTIONAL FORCE LINE HOOD COUPLER PER ASTM-C478 WITH STEPS 1 GASKET PLACED IN CORE 4000 PSI i+ � 2'MIN. CHECKED DAP O TO ACCEPT PIPE RELINER STAINLESS z N z TOP OF BENCH DROP BOWL SELECTION CHART 2'MIN. A PIPE PENETRATION BRACKET @ 4'SPACING ° 3" 12"CENTERS DESIGNED m _-w STEEL PIPE SUPPORT CONCRETE #5 BARS ON DOWN PIPE DIAMETER O 1 GASKET PLACED IN CORE _ a MANHOLE DIAMETER TO ACCEPT PIPE ° - FLAT WALL 4'DIA S DIA 6'DIA 7-8'DIA 9-12'DIA (MIN.OF 2 PER DROP) a 4" A4FDB A4DB A4DB A4R96 A4R96 A4R96 DOWN PIPE NOTES: BRB 4• 6" A6FDB A6DB A6DB A6R96 A6R96 A6R96 / Qp FILENAME 6 8"aMIN. 8" B8FDB B8DB B8DB B8DBR84 B8DBR84 B8R144 RELINER STAINLESS J 1. SEE PLAN &PROFILE FOR CASING LENGTH PRE CAST MANHOLE BASE &DEPTH. 0009_DetailS MIN. 12"COMPACTED 3/4" AND FIRST BARREL SECTION 10" B10FDB B10DB B10DB 610R96 B10R96 B10R144 STEEL PIPE SUPPORT �a Q CAST MONOLITHIC ASTM-C478 12" 24/12FDB 24/12R60 24/12R60 24/12R60 24/12R96 24/12R144 BRACKET 6„ W SCREENED ROCK 15" 24/15FDB 24/15R60 24/15R60 24/15R60 24/15R96 24/15R144 w 2. SEE DRAWING FOR DIA.AND SLOPE. 8"-MIN. PRE-CAST MANHOLE BASEME& BEND AT OUTLET PDD ��C z a VARIES 18" 30/18FD6 30/18R60 30/18R60 30/18R96 30/18R144 MIN. 12"COMPACTED 3/4" AND FIRST BARREL SECTION 21" 36/21FDB 36/21R60 36/21R144 w + PN••• P� CAST MONOLITHIC ASTM-C478 8 a ° SANITARY SEWER LINE SCREENED ROCK a 24" 48/24FDB 48/24R72 48/24R96 48/24R144 w VARIES SECTION VIEW 30 DROP BOWL DIMENSIONS MADE IN U.S.A. . #3 STIRRUPS ON • DOWN PIPE DIAMETER ANCHOR BOLT CANADIAN PATE#722169565 / 18"CENTERS \Q�\G Go\vS�� SECTION VIEW a• SERIES WIDTH"A" DEPTH"B" HEIGHT"C" QUANTITY&TYPE o PIPE SIZE W A B QF-� Q� GENERAL NOTES: GENERAL NOTES: A4 4" 12" 9.5" 8.9" 4-1"TAMP-IN F 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. ° / \ 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. A6 6" 12" 11.1" 8.8" 4-1"TAMP-IN c 8" 4" 4" 4" a \v V V SECTION q 10„ 4" 4" 4„ S, ••••••�� 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM a 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM SECTION A B8 8" 18" 13.0" 11.5" 4-1"TAMP-IN �_,4 8 �CNAL ENTRANCE THROUGH EXIT. ENTRANCE THROUGH EXIT. 1 B10 10" 18" 13.5" 11.5" 4-1"TAMP-IN 1 12" 4" 4" 4" I ° _ Is 24/12 12" 24" 16.5" 15.0" 6-1"TAMP-IN TYPICAL INSTALLATION 8 3. JOINT SEALANT SHALL BE TWO(2)ROWS OF PRE-FORMED PLASTIC ROPES ON INNER 3. JOINT SEALANT SHALL BE TWO 2))ROWS OF PRE-FORMED PLASTIC ROPES ON INNER AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. s AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. 24/15 15" 24" 19.3" 15 8" 6-1"TAMP-IN 30/18 18" 30" 23.5" 18.5" 6-1"TAMP-IN - 12 4. HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE SECTION A m 4. HANDTH SHAPE STA FLOWDING WATER(SEE SECTION A)Y AROUND PIPE TO PROVIDE DRAINAGE 36/21 21" 36" 31.6" 23.0" 8-3"WEDGE mo WITH NO STANDING WATER(SEE SECTION A). 1 48/24 24" 48" 30.5" 30.0" 10-3"WEDGE 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. 0 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. z g PREPARED BY: RRL �pEa sq�� PREPARED BY: RRL `oEA sen� `oEe sgni g PREPARED BY: RRL h� t9. CONCRETE ENCASEMENT APPROVED BY: BZ STANDARD MANHOLE m ° APPROVED BY: BZ FLAT TOP MANHOLE m ° INSIDE DROP m <- APPROVED BY: BZ m ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 MANHOLE DETAIL ORIGINATION DATE: 10/24/2014 DETAIL PHONE:(970)498-0604 PHONE:(970)498-0604 PHONE:(970)498-0604 PHONE:(970)498-0604 REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG 45° ELBOW TRENCH 2 ASPHALT OR % � HARD SURFACE j 6"PERFORATED ` SEWER UNDERDRAIN 1 \ .4"PVC Sao"E PEE- MANHOLE C_� F_ FINISH GRADE \ W Q x AIRTIGHT PLUG WITH Q Q / 41N.X 41N. MARKER M M z VALVE BOX WITH LID Z % / W W MARKED"SEWER" SERVICE WYE UNYIELDING PIPE BEDDING OF D O Z CONCRETED ROCK OR LEAN �/� / / UPSTREAM SIDE CLAY EARTH MATERIAL co WATER TIGHT \ co OF MANHOLE O-RING OR WATERSTOP Q SCREW CAP / SEWER GASKET REQUIRED WITH T 4"PVC SDR 35 PIPE& \ MAIN LINE PVC PIPE PIPELINE a i w FITTINGS(TYP) FROM / / COMPACTED GRANULAR BOTTOM OF j / MATERIAL > 0 BEDDING ZONE TO TOP OF ELBOW PLAN VIEW 8 IN. PVC SEWER PIPE _ H Z co \ PLAN VIEW MIN.2 FT. ORAS ` SEWER DETERMINED BY O Z PERMEABLE MAIN LINE GEOTECHNICAL O 4"WYE % GEOFABRIC WRAP 4"x45° ELBOW 24"MAX. ENGINEER LIMITS OF TRENCH // 3/4"MINUS WASHED ROCK U / COMPACTED % GRANULAR MATERIAL / 4 IN.x 4 IN. MARKER \\� /\\//\\//�\ + TRENCH � �/%\\//%\�// /�\/�\\/�\ 1 PIPELINE // LIMITS OF CLAY TO COLLECTOR FROM HOUSE / / iv SERVICE CLEAN-OUT \/\/\/` /\/\/\/ CUT-OFF WALL LINE OR BUILDING / PVC SEWER PIPE \\ \\ \� 45'BEND ONLY REQUIREMENTS: A CLEAN- OUT SHALL BE INSTALLED AS \ \ NEAR AS PRACTICAL TO /\\// w CONTINUATION OF 9 CONNECTION WITH i///\//\// / SECTION VIEW SEWER LINE F RA O� BUILDING. j\\j\\ UNDISTURBED 3 \/\\//j�\\�\/j\i/\�\/\�%/\�i/�i/\�i//\�i/\�i/\ SOIL � NOTES: w j UNDERDRAIN: PERFORATED, CORRUGATED H y / AIR TIGHT PLUG HDPE BY ADVANCED DRAINAGE SYSTEMS MAINTAIN 6"MIN. 1. CLAY WALL EXTENDS A MINIMUM OF V-0" SERVICE CLEAN-OUT REQUIREMENTS ! v OR APPROVED EQUAL GRAVEL FILTER SURROUND INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH. % 1. SEWER SERVICE CLEAN-OUTS SHALL BE INSTALLED AS NEAR AS / % UNYIELDING PIPE BEDDING OF SECTION VIEW - PRACTICAL TO CONNECTION WITH THE BUILDING, AND AT AMAXIMUM COMPACTED ROCK OR LEAN 2. CLAY MATERIAL TO BE CLASSIFIED AS SC, SPACING OF 100'. NO SINGLE BEND GREATER THAN 45°SHALL BE /\/\/\ CONCRETE S NOTES: CL OR ML-CL. ALLOWED. 1. UNDERDRAIN INVERT TO BE LOWER THAN SEWER INVERT AT ALL PLACES. o` o 0 2 MAINTAIN POSITIVE SLOPE OF UNDERDRAIN TO DAYLIGHT. of 3. 3000 PSI CONCRETE MAY BE USED INSTEAD 2. CLEAN OUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CROSS SECTION OF CLAY MATERIAL, IF APPROVED BY CODE. - - 3. MAINTAIN 6"MINIMUM OF SQUEEGEE AROUND UNDERDRAIN. - BOXELDER SANITATION DISTRICT 4. SEE TYPICAL TRENCH DETAIL. ENGINEER. NOTE: WYE CONNECTION NOT 5. BSD SHALL NOT ASSUME OWNERSHIP OF UNDERDRAINS AND WILL NOT BE ALLOWED ON VCP. RESPONSIBLE FOR MAINTENANCE OF SAME. S PREPARED BY: RRL `pER sq�� PREPARED BY: RRL 41111", q� PREPARED BY: RRL `pER sq,�� PREPARED BY: RRL `p °� TST INC. y ryr9APPROVED BY: BZ SERVICE CLEAN-OUT $ o APPROVED BY: BZ SERVICE WYE DETAIL % APPROVED BY: BZ m % APPROVED BY: BZ LAY CUT-OFF m o CONSULTING ENGINEERS w w w UNDERDRAIN DETAILWALL DETAIL ORIGINATION DATE: 10/24/2014 DETAIL ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 7e Whalers Way Suite 200 Fort Collins PHONE:(970)498-0604 PHONE:(970)498-0604 w PHONE:(970)498-0604 PHONE:(970)498-0604 REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.CRG Colorado 80525 Phone: 970.226.0557 JOB NO. 0 1230.0009.00 SCALE N TS DATE SEPTEMBER 2024 SHEET 208 of 224 6'-4" , 1 INLET 8" L=5'-0" 11-4 16-4 * GENERAL NOTES: BAR # ALL INLETS INLETS:H <_5 FT. INLETS:H >5 FT. I. 7�,� GENERAL NOTES B � 51/2" L=10'-0" L=15'-0" B" FOR LENGTH (L)10 FT.OR MORE,PROVIDE BARRIER MARK OR D.C. TYPE L=5 FT. L =10 FT. L =15 FT. L =10 FT. L =15 FT. V lVl P T 1. CONCRETE SHALL BE CLASS B.INLET MAY BE CAST-IN-PLACE OR PRECAST. MAINTENANCE ACCESS AT BOTH ENDS WITH CURB FACE 5'TRANSITION SHEET 2. SPACING 1 l SEE NOTE 11 409 409 5 TRANSITION SIZE �O 2. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8 INCHES THICK. AN ADDITIONAL MANHOLE RING AND COVER. N0.REQ'D. LENGTH N0.REQ D. LENGTH N0.REQ'D. LENGTH N0.REQ'D. LENGTH N0.REQ D. LENGTH I A - - - - -- - - 409 J 3. INLET STEPS SHALL BE IN CONFORMANCE WITH AASHTO M 199. r- � � A CUT REINFORCEMENT BAR ACCORDINGLY. � WHEN A TYPE R 401 4 I1" II 15 21 26 11 11 403 4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING. 601 503 601 601 ♦ INLET IS USED WITH 402 4 11" II 7 13 18 7 7 3� STATION POINT AT MIDPOINT MOUNTABLE CURB AND 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 74 OF A INCH.CURB AND GUTTER 35" 403 OF INLET ALONG FLOWLINE GUTTER,5 FT.TRANSITION 403 4 9' II 4'-0" 4'-0' 4'-0" 4-0' 4'-0' CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND 3 RODS 5 RODS ENDS OF 8 I BEAM SHALL BE CONSTRUCTED. MOUNTABLE THE TRANSITION GUTTER. Z FACE OF 8"O.C. IN 10' IN 15' 3" CLR. TRANSITION SHALL BE PAID CURB FACE 405 4 6" VI 11 6'-10" 21 6'-10" 31 6'-10" 11 6'-10" 11 6'-10" J -- -- 0 6. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 INCH MINIMUM O CURB FACE OF INLET INLET FOR AS CURB AND GUTTER. MOUNTABLE 406 4 6" VIII 7 T-10" 7 13'-10" 7 18'-10" 7 8'-10" 7 8'-10" ` - - CLEARANCE.ALL REINFORCING BARS SHALL BE GRADE 60 AND EPDXY COATED. a- ♦ _ __ _ - _ - - _ CURB CURB AND GUTTER E _ _ _ _ _ + _ + _ _ __ _ _ TRANSITION CURB 407 4 9" II 5'-10" 10'-10" IS'-10" s'-10" 5'-10" �\ \ 1 � 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL. z � `_ -____ _ __ _ 408 4 12" II 3 6'-10" 3 11'-10" 3 16'-0" 3 11'-10" 3 16'-0" , , 8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST O U �-30" 30" 30" 30" 30" „ MEET SHAPE OF NORMAL BARRIER 409 4 8" II 6 5'-10" 6 10'-10" 6 15'-10" 6 10'-10" 6 15'-10" ` IRON IN ACCORDANCE WITH SUBSECTION 712.06. - (n Ld 3,EACH END CURB AND GUTTER HERE. ♦ FORA 1'-0" PAN SLOPE 2" PER FT. /' 9. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE,THE DIMENSIONS SHOWN ARE ONE 11/q"DIA ROD DIRECTION 410 4 Il" VII 3 3 ' IN 5'INLET * OF FLOW _ 411 4 ill' II 3 5'-2" 3 10-2" / TYPICAL.ACTUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT t I SEE CHANNEL LAYOUT ON SHEET 2. 2'-0" • 4'-4" 412 4 91, II 3 2'-9" 3 2'-9" r I l SHALL BE AS REQUIRED IN THE WORK.QUANTITIES INCLUDE VOLUMES OCCUPIED BY I l� C� II PIPES. f�3' INLET PAY LENGTH 1 3'� 8" 413 4 9" II 7 10'-10" 7 IT-10" I O S 10. STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL BE IN ACCORDANCE WITH TRANSITION B TRANSITION lY2„ 4„ 8 C8.5 11/q" SLOPE 2% TO GUTTER 1 SUBSECTION 712.06. GUTTER PLAN VIEW GUTTER #.4 BAR 1 I 501 5 51/2" IV 11 T-4" 22 3'-4" 33 T-4" 22 3'-4" 33 T-4" PLAN VIEW 11. ALL MANHOLE COVERS SHALL BE CAST WITH A "NO DUMPING DRAINS TO STREAM" ♦ 18" LONG 1/4 R 409,8 O.C. 502 5 51/2" III 11 ll'-5" 17 11'-5" MESSAGE AND A FISH SYMBOL.THE SURFACE OF THE MANHOLE COVER SHALL FLUSH WITH THD. � SLOPE=1"/FT. 601 1 u HAVE A NON-SLIP PATTERN. CUT OFF OR BEND BARS TO CLEAR MANHOLE L=T-O" L=10'-0" L=15'-0" 3" CURB FACE 1'LEG 3i/2 4' 2„ R 503 5 5/2 II 5 T-6' 16 3-6 27 3-6 6 T-6" 6 T-6" 7 „ I„ 601 (TYPE 2-SEC.II11 • 504 5 51/2" IX 5 8'-4" 23/B 409 503 409 409 409 I I MANHOLE ♦ � D.' � D. 8" 6„ INLET STEPS 8,' 403 403 403 403T I ° 2 CLR. L - - - - - RHQ'D.3 0-0R AL 601 6 21/2" V 2 8' 10" 2 8' 10" 2 8' 10" 2 8' 10" 4 8' 10" W 601 2" CLR. 601 601 ° 601 SO1 6" (14) I 4.1 501 503 - H 401 3 CLR. 401 401 0 401 (1 1.I 2:1 51/2" O.C. 51/2 O.C. _ i- 8I8.5 1 5'-10" I 10'-10" 1 15'-10" 1 10'-10" 1 15'-10" ELEVATION VIEW 4,, 4 0 0 11"O.C. o 3" CLR. -"I ° ° 2.1 u 2 BARS,i RODS 4 BARS,3 RDDS - B BARS,5 RODS - 4 BAR 3 RODS - R BARS,5 RODS 23" 24" 23" L=5' AlH Imo- H!' Hg' , 1/2 PIPE SPACER 12'�O.C. s MANHOLE COVER (TYP.) 2 #4 BARS L=ITOR 15'^HS5' °. °. AND 11/4"LOCK NUT 16" MAX. VARIABLE REFER TO TABLE TWO. 12" 12"8„ .C. YP 9" O.C. o °' o3"CLR. 3" CLR. INCLUDE #4,18 IN.BARS (SEE CHANNEL LAYOUT). REGULAR INLETS DROP BOX INLETS_ • • o FOR 5 FT.INLET 407 `407 " ' r 35" 35" ONE 1'/2 IN.HOLE 8" WALL (TYP.) T TABLE ONE '" BAR LIST FOR CURB INLETS, TYPE "RI' s'-1o"[8„WIN 1%o DRAWN403 401 403407 403 403 ° ;° ° 9'407 D.C. G , „ " „ „_ _ _ _ 29 24 24 24 29 4 #4 BARSOLE BRB � D �•n• ' 11/q"DIA..x 24" E AR 402 401 407 NO.REQ'D. NO.REQ'D. _ _ _ 6" 12112 6 ..12"' 7 GALV.STEEL ROD 11"O.C. HECKED e' D ° ° 2^' ALL '° < '; 2' 6"O C HOLEIFORI DRAINAGEESHALL Y 11" O.C. 4I p] I 9 O.C. H ENGT REGULAR DROP BOX L FT L FT L FT �� L H 5 10 15 CAROUND a BE PLACED AT SUBGRADE - o 0 o FOR 10 FT.INLETaDAP 405 406 10 EMBEDMENT e ]l" OC - CONC. STEEL CONC. STEEL CONC. STEELVV 405 406 405 406 (TYP•) ° ELEVATION OR A MINIMUM 401 402 410 403 407 403 407 CU.YDS. LBS. CU.YDS. LBS. CU.YDS. LBS. 35"-►�30"�30"�-35" THREE 11/2 IN.HOLESO.C. 6"O.C. 6" D.C. 6" O.C. 6"O.C. 6" O.C. 1/4THREE INCHES BELOW C .5 DESIGNED „ „ ROAD BASE.THE HOLE - - T-0" 2'-8" V-8" 10 7 3.2 285 5.3 497 7.4 706 10'-10" I6'-8 -3"x3"x%"PLATE SHALL BE PLUGGED WITH 403 T-6" Y-2" T-2" 10 7 3.4 305 5.7 528 7.9 747 SECTION AT HOLE (TYPJ BRB CONCRETE BEFORE 9"D.C., PLAN VIEW SECTION A-A REGULAR INLET � 4'-a' 3'-s" z'-a" Iz s 3.7 326 s.o sss s.4 786 17' zr zz' 22 24" zz zz' zz' 17 CURB FACE ASSEMBLY ACCEPTANCE OF THE 8 14 BARS FILENAME D C D INLET. 4-6' 4'-2" 3-2" 12 9 3.9 334 6.4 571 8.8 803 30 *PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE. 5'-0" 4'-8" 3'-8" 14 11 4.1 354 6.7 602 9.3 844 s 1 „ I" 4" 4" 12"12" 4" 4' C '-1 L=1o'-0" L=1s'-o' 2 /16" z4/B '--I � � �.--' 0009_Detalls 601 503 502 502 504 502 , 2"ALL AROUND 5'-6" 5'-2" C-2" T-5" 16 13 15 6 4.4 375 6.0 607 7.4 850 1" 409 501 409 409 6'-0" T-8" 4'-8" TAP 16 13 16 6 4.6 382 6.2 616 7.6 860 0 0 0 0 o FOR 15 FT.INLET " 502 6'-6" 6'-2" 5'-2" 4'-5" 18 I5 18 8 4.8 402 6.4 637 7.8 880 4" 35"-.�.-30"-►�3011, 30" 30" 35"' FIVE 11/2 IN.HOLES 7'-0" 6'-8" 5'-8" 4'-11" 20 17 19 10 5.0 423 6.6 654 8.0 897 IS'-10" �p�0 413 403 " - T-6" 7'-2" 6-2" s'-5" 20 17 20 10 5.3 430 6.9 664 8.3 907 0 ..... • 32 409 403 403 a 8'-0" T-8" 6'-8" 5'-Il" 22 19 22 12 5.5 451 7.1 684 8.5 927 CHANNEL LAYOUT DETAILS \� •• • CONSTANT 413 ,r J WEIGHTS:COVER = l25 LBS. I s'-0" 3" CLR403 , . MIN.0.5% SLOPE 412 ELEVATION VIEW SEE CURB FACE ASSEMBLY ON SHEET 1. C� •�'� PN Q�0 G�\0 g_6u gi_2n T 2" 6'-5" 24 21 23 14 5.7 471 7.3 702 8.7 944 +RING= 135 LBS. . 9" O.C. CONSTANT J q08 11 I 9'-0" 8'-8" T-8" W-11" 24 21 24 14 6.0 479 7.6 711 9.0 954 TOTAL= 260 LBS. : Q 8 II II II 3 4 „ ,� , „ , „ , „ MANHOLE RING (TYP.) 401 407 - _ ' " 406 405 3 CLR. 9-2 8-2 7-5 26 23 26 16 6.2 499 7.8 732 9.2 974 �� �� �� 413 6"O.C. 6" O.C. [1'.,.-6 0-0" 8'-8" 7'-11" 28 25 27 18 6.4 520 8.0 749 9.4 992 TYPE II TYPE III TYPE IV TYPE V TYPE VI TYPE VII TYPE VIII TYPE XH >5' 411 412 0-6" 10'-2" 9'-2" 8'-5" 28 25 28 18 6.7 527 8.3 759 9.7 1001 ,all 412 SECTION B-B 44' ---- 12' Q `Q'C D C D I 1-0" 10'-8" 9'-8" 8'-11" 30 27 30 20 6.9 547 8.5 779 9.9 1022 31"VARIABLE 43 4100 � � �41" /� al, �Ol � � � � 0� • •••� \ - - T END VIEW LNOTES:FOR L=5 FT.,L=10 FT.,AND L=15 FT. 29" 7 30„ 12' 20" 405 20" 40g I SOa 34" \ S/ 1 1 _ REGULAR INLETS:TOTAL QUANTITIES NEEDED ARE OUTSIDE THE HEAVY BLACK LINE. LENGTH NOTE: MANHOLE RING AND COVER,STATION POINT 11 LAP VARIE 410 2?" ONAL 405 2"CLR. AND OUTFLOW PIPE SHALL BE LOCATED DROP BOX INLETS:TOTAL QUANTITIES NEEDED ARE INSIDE THE HEAVY BLACK LINE. 21" 502 501 �J� L SECTION A-A INLET 3-411 AT THE SAME END OF THE INLET. STEEL WEIGHTS DO NOT INCLUDE STRUCTURAL STEEL CHANNEL. �42"�I VARIES ►I I�44"� 1z 4os WITH DROP BOX N H>5 FT. II' D.C. TABLE TWO - BARS AND QUANTITIES VARIABLE WITH IIHI' BAR BENDING DIAGRAMS N (DIMENSIONS ARE OUT-TO-OUT OF BAR) SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) Computer File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Computer File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Creation Date: 07/31/19 Dc:t:: Comments Creation Date: 07/31/19 Date: Comments 2829 West Howard Place 2829 West Howard Place Designer Initials: JBK R-X ® CDOT HQ,3rd Floor M-604-12 Designer Initials: JBK R-X ® CDOT HQ,3rd Floor M-604-12 Last Modification Date: 07/31/19 R-XC Denver,CO 80204 Last Modification Date: 07/31/19 R-XJC Denver,CO 80204 Phone:303-757-9021 FAX:303-757-9868 TYPE R Standard Sheet No. 1 of 2 Phone:303-757-9021 FAX:303-757-9868 TYPE R Standard Sheet No. 2 of 2 Detailer Initials: LTA R-X Detailer Initials: LTA R-X CAD Ver.:MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch:July 31,2019 Project Sheet Number: CAD Ver.:MicroStation V8 Scale: Not to Scale Units: English ®x Project Development Branch JBK Issued by the Project Development Branch:July 31,2019 Project Sheet Number: WIRE SCREEN CONCRETE BLOCK (APPROX. 1/2 IN. MESH) o...a MM MM FILTER FABRIC 8" STEEL OR WOOD POST 60 Z - O J Q CO �W W � � 0 GRAVEL FILTER BACK FILLED TRENCH L A (APPROX. 3/4 IN. DIA.) -III II I- = 2 GROUND LEVEL O AREA INLET I I _I_,. I _ D ""TM GRATE -1 11- 1 CONCRETE co C0 e . �._ a e I I 1 a. D FILTER FABRIC OA CH SECURELY TO 1 1 • STEEL OR I 1 ---i- ° WOOD POST COMPACTED BACK FILL -----J1' RUNOFF 14 0 Z 16" O A GRAVEL FILTER - - - - - - =III=III=III=III 1-T-1 - _�-r APPROXIMATELY PLAN VIEW 4 IN. X 4 IN. TRENCH NOTE: III-III=I -I I- -III-I I= I-I I- THE GAUGE SHALL BE CONSTRUCTED OF PRESSURE TREATED WIRE SCREEN I-III-III=III-III -I I I-I I -I I I-I I I= SQUARE POSTS MEASURING 6"x8" WITH BOTH 8" SIDES ROUTED OVERFLOW _-I I I-I I -I I I-1 WITH 6" NUMBERS AND GAUGING MARKS. THE ROUTED MARKINGS 10 IN. I I�=I I I-I I -I I I I I-I I I-I I -I I I-I I -I I I-I I I- AND NUMBERS SHALL BE PAINTED WITH WHITE WATERPROOF MIN. -I I I-I I I-III- I I I-I I I-I I I-III-I I -I I I_l PAINT. THE POST SHALL BE ONE FOOT TALLER THAN THE A-1 El ❑ ❑ GRAVEL FILTER I I-III=III I I=)I(=III=III=III=1 MAXIMUM DEPTH OF THE POND. THE POST SHALL BE EMBEDDED IN CONCRETE WITH A DIMENSION OF 16"x14"x3' IN DEPTH. THE -III- I - I-III-I I-1 I GAUGE SHALL BE PLACED NEAR THE DEEPEST AREA OF THE POND, RUNOFF ❑ ❑ ❑ El 11. I I-I�(-I�I-III-I I AND SHALL BE POSITIONED SO THAT IT CAN BE READ FROM THE -11 III-III-I I=III NEAREST POINT OF PUBLIC ACCESS. THE PONDING DEPTH SHALL -111-111- BE REFERENCED TO THE DEEPEST POINT OF THE POND. I I_ SECTION VIEW DETENTION POND DEPTH GAUGE N.T.S. CONCRETE BLOCK FILTERED WATER SECTION A-A GENERAL NOTES: 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 GENERAL NOTES: ACRES PER 100 FEET OF FENCE. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM 1. INSPECT AND REPAIR FILTER AFTER EACH STORM 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE REMOVED FROM TRAVELED WAY OF ROADS. OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT SEDIMENT BASIN OR OTHER FILTERING MEASURES. BASIN OR OTHER FILTERING MEASURE. AREA INLET FILTER GRAVEL SILT FENCE DETENTION POND DEPTH GAUGE CITY OF APPROVED: CITY OF APPROVED: CITY OF APPROVED: �YpF FORT COLLINS DETAIL FORT COLLINS DETAIL � FORT COLLINS DETAIL �.} STORM WATER Cw�.} /'►�� STORM WATER STORMWATER /wFo- l Collins UTILITIES DATE: 01/03/01 FJI ` V6 loins UTILITIES DATE: 11/27/00 �C��I� UTILITIES DATE: 2/18/05 /""� FORT COLLINS, CO. CONSTRUCTION DETAILS D - 24 /""�_ Four cOUMS, co. CONSTRUCTION DETAILS D - 28 Four couuis, co. CONSTRUCTION DETAILS D - 31 (a•ro) 221-670o DRAWN BY: NBJ (970) 221-8700 DRAWN BY: NBJ (970) 221-8700 DRAWN BY: TDC TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N TS DATE SEPTEMBER 2024 SHEET 209 of 224 2 FT. 7 IN.t CLASS A BEDDING CLASS B BEDDING DIMENSIONS 3/4 IN. "CANOPY" TYPE ROD LUG, OR PLAN A B C D E APPRovED. EouAL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED - = IN. 'I IN. IN. .p _ _ - 5 1/2 23 4P 72 24 ' 7 26 47 73 29 -y - 11 1/2 26 48 74 36 �_ 2 12 43 54 97 48 E 17 53 43 96 so F --I 5 IN. T LOWER LIMIT OF LOWER LIMIT OF 18 60 37 97 71 F 1 12 IN. MIN. 12 IN. MIN. z 24 61 36 97 711 }_ 3 IN. TRENCH WALL TRENCH WALL O IN 28 70 28 98 84 T F SLOPE 1 SLOPE 1 (n 27 65 35 100 90 ,r- 58 40 98 g6 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHER', Z MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED DENSELY 75 21 96 108 WITH COAL-TAR EPDXY PAINT OR APPROVED EQUAL. i DENSELY (n COMPACTED I I N w MATERIAL t PIPE O.D. COMPACTED + PIPE O.D. Q I > C :rb 60'Max. 30'Min. MATERIAL W PIPE DIAMETER F DIA. 1/4 PIPE O.D. A COMPACTED d. PIPE O.D. + 8 IN -- 3000 P.S.I. GRANULAR CONCRETE 1/8 PIPE O.D. - —— 3 �ocnr�oN of t m � MATERIAL OR 4 IN. MIN. f n HOLES 1/8 PIPE O.D. D I CONCRETE I OR 6 IN. MIN. —�— CO CRE E JOINT L E FASTENER. SECTION X—X END VIEW END SECTION FOR REINFORCED CONCRETE CLASS C BEDDING ROCK EXCAVATION VARIES (2' MIN.) w 00 oil CIRCULAR PIPE TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 1 1 /2 Q IF -i 1 :�;x - - F F F F 6�, 1 ' (MIN.) 1 ' (MIN.) o r - _ � �SEE FI��HE } m PLAN E M zos FOR Acru�L LOWER LIMIT OF I LOWER LIMIT OF 12 IN. MIN. 12 IN. MIN. PLAN E TRENCH WALL TRENCH WALL SLOPE I •a• •,' :r..•. .`; A 1 1 SLOPEDRAWN DENSELY } . r., BRB COMPACTED I UNIFORMLY C -B RISE MATERIAL t PIPE O.D. GRADED ROCK OR PIPE O.D. CHECKED A l 1/4 PIPE O.D. I 1 COMPACTED DAP 1 SELECTED GRADED Rlsl E D 1 IIIA GRANULAR MATERIAL DESIGNED --SPAN L SECTION F—F END VIEW COMPACTED f f BRB D I—SPAN-1 GRANULAR 1/8 PIPE O.D. 6 IN. MIN. J FILENAME EQUIVALENT NOMINAL o(IN.) DIMENSIONS (INCHES) END VIEW MATERIAL OR 4 IN. MIN. CIRCULAR 0009_Detalls SECTION F—F DIAM. (IN.) SPAN RISE A B C D E 24 29 18 9 1/2 39 33 72 UNSTABLE SUBGRADE SUBDRAIN DETAIL EQUIVALENT NOMINAL (IN.) DIMENSIONS I',. 30 36 22 9 112 50 96 CIRCULAR DIAM. (IN.) SPAN RISE A B C D E 36 43 27 11 1/8 60 35 96 a 2 42 so 31 s 3/a so 36 96 TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED �P�•O.•L/C 36 2i 60 36 95 G��O PN 3C 38 9 1/ 4 .i 48 58 - Ir 36 45 11 1�8 14 54 65 40 25 1/2 60 36 9C 42 53 '5 1/a 30 60 54 68 251 2 - TRENCH WAL� 48 60 I 31 sc s9 g LOWER LIMIT OF END SECTION FOR REINFORCED LOWER LIMIT OF END SECTION FOR REINFORCED CONCRETE ARCH PIPE TRENCH WALL ` 4 12 IN. MIN. SLOPEcr Z DENSELY CONCRETE ELLIPTICAL PIPE SLOPE COMPACTED °Oo°p°o° °o°°oo°oO o°°°o eC.\ ��� 4 Ooo°o°°Ooop° O0000°Dodo '` • COMPACTED BACKFILL oo°o a o00 00000000000 �� �•• G� GENERAL NOTES: o000 0000� o 0000°Ooo GRANULAR ORo° S NAL 1. REVISED CDOH M-603-10 GRAVEL •••• UNIFORM GRADED o00�000°0Ooo /O 2. CONCRETE END SECTIONS ARE TO BE MATERIAL o000 0�o 0 0 oOo 0 FILTER ono 0 0 00 0 FURNISHED WITH TOUGE OR GROOVE AS 000o caopp 000po ao 00 Q. 4 IN. MIN. PERFORATED OR OO°O 00°OooO OO°o0°O OO REQUIRED. o0 0 00 0 00 000 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE o O°0 0op°oa 00�° oa°op o0 6 IN. MIN. SLOTTED PIPE FILTER END SECTION AND PIPE SHALL MATCH. 1 1/2 IN. } MATERIAL 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ROCK I ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM NOTES: OF 15 LINEAR FEET OF THE OUTLET END OF THE LARGE STONES, ARE MECHANICALLY LOCKED TOGETHER. END SECTION BROKEN CONCRETE, ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. LENGHTS, WHEN USED, WILL BE INCLUDED IN THE (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, 15 I F. REQUIRED. SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. CONCRETE END SECTIONS STORMWATER BEDDING REQUIREMENTS CONCRETE TRICKLE PAN CITY OF APPROVED: CITY OF APPROVED: CITY OF FORT COLLINS DETAIL City, DETAIL APPROVED: -F �.} STORM WATER �.} 1 FORT COLLINS STORM WATER �Y°f FORT COLLINS DETAIL ort Cdhns UTILITIES DATE: 01/31/01 �1 ` ��`Ins UTILITIES DATE: 1/12/00 Cw t STORMWATER Fox`r cou Ns, co. CONSTRUCTION DETAILS D — 1 5 /""�_ Foirr cou Ns, co. CONSTRUCTION DETAILS D — 1 �"Ft Collins FoxUTILITIES cL IESco. CONSTRUCTION DETAILS DATE: 12-25-00 D— 20B (970) 221-6700 DRAWN BY: NBJ (970) 221-6700 DRAWN BY: SKC (970) 221-8700 DRAWN BY: NBJ O J a co F_ A — W s 3" (TYP.) 6I1 0 i BACK OF CURB VARIES VARIES m 3/$" BRASS SCREW 18" O.C. EDGE OF STREET SLOPE W O WITH COUNTERSINK VARIES 0.50% SLOPE (MIN.) + r/1 co HEAD FLUSH WITH PLATE a �/� Q 3 (TYP.) a EXPANSION MATERIAL > 0 ., Ys" GALV. SECTION A-A Q STEEL F PLATE B B Z C� t O z 2I O Q EXPANSION SIDEWALK 5/s" GALV. STEEL PLATE 3"x2"x%8" GALV. ANGLE > MATERIAL (TYP.) SEE DETAIL 1 s VARIES 1 a;� a A1 2 � 2 3' EXTEND WALK 6" ON cn BOTH SIDES OF WALK Ui Ui BACK tc w LU , SECTION B-B OF > CURB O 12" R Ln 12" R A � 5/$" GALV. STEEL PLATE %$" BRASS SCREW EDGE OF 3'-311 2' OPENING 3'-311 18 O.C. WITH STREET COUNTERSUNK HEAD 8'-611 2' DEPRESSED GUTTER FLUSH WITH PLATE Ln i #4@ 12" PLAN- ILL! 3"x2"x%II #3 REBAR j L' O @12" GALV. ANGLE d a ANCHOR 11 18 O.C. #4@ 12 TST, INC. O.C. CONSULTING ENGINEERS 7 Whalers Way DETAIL 1 Si SECTION C-C tee 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK — OUTFALL TO CURB SCALE NTS C CITY OF APPROVED: �7 of DETAIL DAB SEPTEMBER 2024 FORT COLLINS STORMWATER Fort CollinsUTILITIES CONSTRUCTION DETAILS DATE: 7/30/2013 FORT COLLINS, CO. D - 10B SHEET (970) 221-6700 1 1 DRAWN BY: D. MOGEN 210 of 224 PREFABRICATED BAR GRATING, CROSS PREFABRICATED BAR GRATING, CROSS BARS @ 4" O.C., BEARING BARS 1 1/2" BY BARS @ 4" O.C., BEARING BARS 1 1/2" BY 3/16" @ 1 3/16" O.C. 3/16" @ 1 3/16" O.C. SECURE ORIFICE PLATE TO #4 BARS @ 12" CTRS. EA. WAY WALL WITH 3/8" BOLTS B A B TYP. FOR WALLS AND FLOOR o WQCV ORIFICE GRATE (TOP FLUSH W/ TOP OF STRUCTURE) o 0 8" PLATE AND TRASH RACK 8" �_ o (SEE DETAIL THIS SHEET) 1 1/2" DEEP BY 2 1/2" WIDE LU 8" 8" GRATE SUPPORT LEDGE d ,i IRRIGATION LINE TIE IN I. J FORMED IN CONCRETE WALLS 0 8" ( TYP.) 8" ( TYP.) TH4BASE SLAB II - � w n. n' (6" MIN.) Q f � � (24" MIN.) (J11 � © © m B A B SECTION "A - All DRAWN BRB CHECKED DAP PLAN VIEW PLAN VIEW DESIGNED BRB FILENAME GRATE SUPPORT LEDGE 0009_Details FORMED INTO STRUCTURE WALL GRATING (WITH HINGED GRATING (WITH HINGED 1/4" STEEL Pp0 L/� •.....• SECTIONS, EACH SECTION SECTIONS, EACH SECTION HINGE PLATE ��.• N FINISHED GRADE FINISHED GRADE � NOT TO EXCEED 5 FEET NOT TO EXCEED 5 FEET LENGTH) IN LENGTH) 100-YEAR WATER SURFACE ELEVATION 100-YEAR WATER SURFACE ELEVATION SECURE HINGE • 7 1 BAR WELDED �p�� G0� • PLATE TO WALL TO GRATING Q� F�� • WQCV WATER SURFACE ELEVATION WQCV WATER SURFACE ELEVATION WITH 3/8" BOLTS 0 p` ' �0� •'�G�� •....• D D NOTCH GRATING S/ONZ ;71 - 311 TO CLEAR HINGE B OUTLETOPIPE B / O�ELETDPIPE PROJECTION SIZE = F - 8"WALL TYP. 8" WALL TYP. SIDE VIEW PLAN VIEW A E E A HINGE DETAIL WQCV ORIFICE PLATE AND TRASH RACK (SEE DETAIL THIS SHEET) NOTES: #4 BARS @ 12" CTRS. EA. WAY #4 BARS @ 12" CTRS. EA. WAY 1 . ALL METAL PARTS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TYP. FOR WALLS AND FLOOR TYP. FOR WALLS AND FLOOR SHALL BE HOT DIP GALVANIZED AND MAY BE PAINTED AFTER GALVANIZING. 100-YEAR RESTRICTOR PLATE OPENING 100-YEAR RESTRICTOR PLATE OPENING 2. MINIMUM CONCRETE MIX SHALL BE 5 1/2 SACK, 3000 PSI. CONCRETE TO BE Z J CROSS SECTION CROSS SECTION REINFORCED WITH #4 BARS 12" O.C. EACH DIRECTION. 1" CHAMFER ON ALL O j EXPOSED CORNERS OF WALLS. DETENTION POND OUTLET (INTERIM POND 427 AND INTERIM cl) W DETENTION POND OUTLET (POND D) SWALE POND TOWN DETENTION POND OUTLET -TYPE D > � OF 0 0 STANDARD SCALE: SHEET STANDARD SCALE: SHEET APPROVED: WINDSt3� STANDARD SCALE: SHEET � Z N.T.S. 1 OF 2 CONSTRUCTION DETAILS N.T.S. 1 OF 2 COLt ADO CONSTRUCTION DETAILS DRAWN BY°WRA � co O CONSTRUCTION DETAILS N.T.S. 2 OF 2 a � POND ID OO © © 0 0 © 0 0 Q = V D > a POND D 4996.25' 4998.75' 2.50' 4998.75' 4996.25' 1 - 18" RCP 4.00' 4.00' ELEV. = D Q E (CONCRETE INTERIM POND 427 4987.00' 4989.25' 2.50' 4990.25' 4987.00' 1 - 18" RCP 4.00' 4.00' TOP OF WALL OPENING WIDTH) Z co 3/8" THICK HOT DIPPED O z GALVANIZED ORIFICE PLATE. 0 O INTERIM SWALE POND 4995.00' 4996.25' 1.25' 4997.25' 4995.00' 1 - 18" RCP 4.00' 4.00' FASTEN TO WALL WITH 3/8" DIA. 4.00' EXPANSION BOLTS 3.75' C O RESTRICTOR PLATE A B C 2.00' 12" MAX "E"O PIPE IN WALL BEHIND RESTRICTOR PLATE B PLACE 1ST HOLE STAINLESS ELEV. = A AT BOTTOM OF STEEL PLATE -1 BOLTS ORIFICE PLATE PER DETAIL • `Yy'i i••- v'.i:" �• w.may.... •� Pam: A - - ��.: A -+" POND A B C D E POND D 4996.25' 0.45' 2.50' 4998.75' 18" 031 INTERIM POND 427 4987.00' 1.02' 1 3.25' 1 4990.25' 1 18$1 TST, INC. US FILTER STAINLESS STEEL p CONSULTING ENGINEERS INTERIM SWALE POND 4995.00' 1.96' 5.00' 5000.00' 36" 748 Whalers Way WELL-SCREEN (OR EQUAL) � Suite 200 Fort Collins Colorado 80525 POND A B C D E NUMBER OF ROWS NUMBER OF COLUMNS Phone: 970.226.0557 INTERIM POND 427 1.95" 6.00" 2.30' 4.00' 1.50' 5 1 SECTION B-B JOB N0. 100-YEAR RESTRICTOR PLATE DETAIL 1230.0009.00 INTERIM SWALE POND 1.84" 6.00" 2.50' 4.00' 1.50' 5 1 SCALE NTS SECTION A-A DATE SEPTEMBER2024 WATER QUALITY ORIFICE PLATE AND TRASH RACK DETAIL SHEET 211 of 224 -- EET 9 FF . S(O ` 4.87- - � ''...•~o - i " /' 2Q, N}ry�\, T w3t� /'�C� T000 LID #4 > 1 - LON . 4.93 v4 Z LOT 35 L-J T.O.F.=9.98 - Q C) NON-POT POND GRADING AND (n\ / F G-= 9.31 Qj q4 Un INFRASTRUCTURE PER SEPARATE !F' _ pp / -,- ••/ `� tip\ M R6 W 5002 -PLANSET S l �II`ir ! >. $ 4 b J ! '$ `tt }• I +6 I v I W OT „ - -- - - \ LOT 36 R a.F.-5.47 - 7� T.O.F,=9.77 G.= 4.80 r 4.57 % 4.73 4.75 4.81 4.34 4.17 ,1- 4.06 LOT 28 LOT 27 LO I. T.O.F.=5.38 T.O.F.=5.57T.0. 1 �•., \ r y ! F.C.= 9J0 p• I F.G.= 4.71 F G.= 4.90 F.G. LOT 9 '�LOT 8 LOT 7 I LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 8 *SLOT 10 T.O.F.=5.42 T.O.F.=5.42 TOF.=5.49 -TOF.=5.67 T.O.F.=5.67 7,O.F.-5.53 T.O.E=5.26 T.O.F.=5.09� .= T.O.F. 4.98 i4ss `S •� --- F.G 4.75 G F. = 4.75 F G 4 .=.82 F G= 5.00 F.G.= 5.00 F.G.= 4,86 F.G 4.59 F G. 4.42 F.G.= 4 31 I RAISED CROSSWALK PER n s 2 �I gp LID #1 LCUASS DETAIL 1613\ �. 5.20 LID 1 ` l / I -T 4_27 G.LOT 37 " .e d / `/ /r7.55= 0. q} - J ��---- .p �P -- yam--- -- o''- -- eq - -��k-- mro '-:J v` �!J 1A- 4.23 - ! C.F 9.37 'y- N -- 'V -N �+ �'i '•r rV- N 8./0 J�'• r• 3.p1 r540 ^� ALLEY D. Q -. - --g�-.• Q i. 3 T 4. .30 SS .. ko ALLEY E~ ' / 3.p1 / \ LOT 38 e l .Y % -v T.O.F.=903 QT • > •J J� J J -, - " ,� i��- 2• %,r" ,:.,. / ': ;� -- ` 4.tY •• Sr G r 36 ??9 LOT 21 LOT 22 LOT_23 ILOT 24 LOT-25 LOT 26 m - e = F G.F 4 26 T.O.F.-4.81 - y' �•� I •l �• S J// \ T.O.f.=5.35 T 0 F=5.35 T.O.F.=5.23 T.O.F.-5.08 T.O.F,=4.61 Ary '� * / \\ / --F,C.=\68 F.G 4.68 F,G. .56 f.C. a.41 - IF.G_.. 4.14 F.G.= 3.94 a >' 3.22 f - 1 �yI DRAWN 7•' ' , !y \ ' LOT 8 %"�b �, �. , LOT 27 LOT 281 I LOT 29 LOT 30 LO BRB .� / ! // \• •: M7.24 t[ `` J n! $ T.O.F.=4.30 T.O.F.=4.14 T.O.F.=4.32 T.O.F=4.48 T.O. �(1D T.O.F.=9.10 \ �! B ' �g �� F.G- 3.63 F.G.- 3.47 \ F.G.- 3 65 F G.- 3.81 F.G. 2` \ CHECKED ` �• ?e ��O�r ., ! / LOT 39 ,7.36�`. !r: . - a.pe! LOT 7 n� ��- \Y _ I DAP .IIUN PER T.O.F.-9.09 ?8.17 �' PLANSET ` / 8.33 {�� F G.- 7.66 '1 F.C.= B.a2 . "� N� 'N---\gy 1'.1• J� },pry ry0 ,n \ ire_ •n�' I _ L I D #5 e--" -----1- h-� -wv- - -- DESIGNED LOT 40A. ; ' I I l 3 RAISED CROSSWALK P BRB / 7.02 / `� j 1/'•/ T.O F=7.09 a LCUASS DETAIL 1613 FILENAME ® ,� / F.G.= 7.32 e .- S \ 40 J 9 A 6.274 Z1 � NO/, 0009_Details LOT 6 _ /�_ ; � . / 'r TOF=8.23 72E r i r4998` J . j� /i//E , I y �- w :., LOT 41 F.G.= 7.56• !/ _ ! '."' / RAISED CROSSWALK Z O� S o % r.oF.-766 \ I ` . - PER LCUASS IIr J / FG.- 6.99 / sp4 / / \ DETAIL 1613 \ •••••• M I 2 'I 303 I� / ! 7.tS eE1 '/� f \ ! LOT 5 /�' _ �, -{ .� � �• N �. \� F.G.= 7.40 � J--_ ... � � � � � .. 2, 2 }K � 1.00 2--- � • Q' Q G &87 \`� / �9p. O J _ ;S O J N ��x °J 9 ,t_ • PQ �V 1 4' F�l._- �r If- '.�i.- .-1 /', •574 E.E,`4/• \ w F B ��� FLGOT 33.802 FL.OG=T 32.596 Q °42 T.O.F=a.23 LO LOT p O59OT8 •• G�Vl/ F ••.��� .r 'I TO.F=7.14 LOT 4 7( TO.F.=437 T0.F.=4.61 O •••••• G 6.47 I LOT 37 �' .� L C= 3.70 F G.= 3.9a ONAL I. T.O.F=z76 I LOT 36 LOT 35 L LOT 33 LOT 32 LOT 31 S'/ j i0 I 'I•. F.C.- 7.09 �-� . . - :• I F.G.- 10.4511 \ I J `d ? ,j I -, I i F.G.- 10.50 5.87 cn 'FT OT 3 )ND • I. I T.O.F.-7.50 .'' ..i _•b I LOT 43 I z F.G.- 683 �, ?� LID #2 \t LOT 19 L h T.o.F=6.79 I w y' ° % SS G.F=s.s6 I y�_ ALLEY O L i. F G= 6 12 I I LOT 2 c s.31 I - f I' _ Q • f' '.I "ry o • 1 T.O.F.=7.31 '•_ hh1 0'� q� -o� .. - - I •I.� 5.b4 :J -I � F.G.-t6.6a � J• � - �`�. �' a w - •t. LOT 44 ! T.O.F.:6.46 LOT 1 I v 1 FG.= 5.70 , 1 TOT 7.12 Y w � LOT 0 7 7/ LOT 21 4(i� I( .II}ry ! / .. -- w�•. F.G - 6.45 - -- --- - Li F.G.- 10.05 -1 F GF�=9 88 ' it '1 I'I d -21 - --- � v 'ei r• MAo - - --- �$ -I M�-- -�J •--I - �� �'(-� � --- �R- -- � ----- ' _ ----- � y, -� -- -_F 3.98 77yo 1 I 3.85 419 - o - - g��2 b snot q_.aoq} o vok2J \� n� it N TIMBERLINE RD e d z C0 O J a PROJECT INFORMATION C W ENGINEERED JEROME MAGSINO / - Rol � Q PRODUCT 303-349-7555 SiteAssist Q Q MANAGER: JEROME.MAGSINO@ADSPIPE.COM MARK KAELBERER FOR STORMTECH ADS SALES REP: 720-256-8225 INSTALLATION INSTRUCTIONS M MARK.KAELBERER@ADSPIPE.COM VISIT OUR WEBSITE W PROJECT NO: I S428230 TM D LU co 0 Advanced Drainage Systems, Inc. CO - Q � Q = V > 0. M MONTAVA SUBDIVISION PHASE D a F_ F_ FORT COLLINS, CO Z C0 O Z MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM O 1. CHAMBERS SHALL BE STORMTECH MC-3500. 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A U PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE 2_ STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". COPOLYMERS. 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED STORMTECH RECOMMENDS 3 BACKFILL METHODS: WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR: 1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-6"(150 mm) SPACING BETWEEN THE CHAMBER ROWS. 6. CHAMBERS SHALL BE DESIGNED,TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". g EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE OR RECYCLED CONCRETE;AASHTO M43#3,357,4, LOAD CONFIGURATIONS SHALL INCLUDE: 1)INSTANTANEOUS(<1 MIN)AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) 467,5,56,OR 57. MAXIMUM PERMANENT(75-YR)COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED(1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN STACKING LUGS. ENGINEER. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". 11. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73-F/23-C),CHAMBERS SHALL BE NOTES FOR CONSTRUCTION EQUIPMENT PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE,'. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED.UPON REQUEST BY THE SITE DESIGN 2• THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE •C • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". TST, INC. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". CONSULTING ENGINEERS DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO 748 Whalers Way LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. Suite 200 Fort Collins • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN Colorado 80525 EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD Phone: 970.226.0557 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. WARRANTY. JOB NO. 1230.0009.00 10. MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE.DUE TO CONTACT STORMTECH AT 1-800-821-6710 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS,IT MAY BE NECESSARY TO CUT AND SCALE COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. NTS 11. ADS DOES NOT DESIGN OR PROVIDE MEMBRANE LINER SYSTEMS.TO MINIMIZE THE LEAKAGE POTENTIAL OF LINER SYSTEMS,THE DATE MEMBRANE LINER SYSTEM SHOULD BE DESIGNED BY A KNOWLEDGEABLE GEOTEXTILE PROFESSIONAL AND INSTALLED BY A SEPTEMBER 2024 QUALIFIED CONTRACTOR. SHEET D2024 ADS,INC. 212 of 224 CONCEPTUAL LAYOUT - LID #1 NOTES w 18 STORMTECH MC-3500 CHAMBERS THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. U z 6 STORMTECH MC-3500 END CAPS THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. o I o 9 STONE BELOW(in) • THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN p 3 UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO Z U 40 %STONE VOID Z 0. PROPERLY DIRECT THE FIRST FLUSH. O Y o 3,930 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) U) z Q w a 7.2 INSTALLED WATER QUALITY FLOW RATE(CFS) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN ~°J 1222 SYSTEM AREA(W) J o U o, O 153 SYSTEM PERIMETER(ft) BE ACHIEVED ON SITE. m OU o o° (n O_ I- cam' N CO zg Z U C)f - N m w O U) 00 CONCEPTUAL ELEVATIONS - LID #1 p o "t zw N o 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q W 3 6.50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) Q x£ o w W 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) U o 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) O H O Uj 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) Q Z 5.50 TOP OF STONE Ia o 4.50 TOP OF MC-3500 CHAMBER N 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT 3 a 0.92 24"BOTTOM MANIFOLD/CONNECTION INVERT o 0 0.75 BOTTOM OF MC-3500 CHAMBER STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN =a 0.00 UNDERDRAIN INVERT (24"SUMP MIN) z Lj 0.00 BOTTOM OF STONE = F a ~ z z p 24"PARTIAL CUT END CAP,PART#MC35001EPP24BC OR MC35001EPP24BW TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS wa INSTALL FLAMP ON 24"ACCESS PIPE o m PART#MCFLAMP a�s Cf (TYP 3 PLACES) o DRAWN of y a BRB 24"X 24"ADS N-12 BOTTOM MANIFOLD c=i Cf INVERT 2.06"ABOVE CHAMBER BASE �_ w° m $ CHECKED w w DAP - g STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN r 4 " 0 0 o DESIGNED (24"SUMP MIN) I I Z 2 BRB IDw 24"ADS N-12 BOTTOM CONNECTION I I N FILENAME INVERT 2.06"ABOVE CHAMBER BASE Ov w 0009_Details STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN cA _� m (24"SUMP MIN) 0 cw H m N cr o o POD G� E' w , G PeeS���G cr C N 2 • o 00 \vO •••••••• r U \ \tl V� `° '0 ONAL E 0 INSPECTION PORT - o a (TYP 3 PLACES) N N &S J COO a � z p 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN - z °o (SIZE TBD BY ENGINEER/SOLID OUTSIDE PERIMETER STONE) g =O 1 a w U U O p z3 < zC, F Q o° O J W J_ it as zm \\\ ISOLATOR ROW PLUS(SEE DETAIL) m c �w m > PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE 3 a I OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS w o 46.77' a BED LIMITS SHEET 53.48' OF Z CIO J CONCEPTUAL LAYOUT - LID #2 NOTES Of OLUI � Q 31 STORMTECH MC-3500 CHAMBERS • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. o 6 STORMTECH MC-3500 END CAPS • THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U wCIO 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. = o I 0 0 9 STONE BELOW(in) • THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN p o 3 a UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO Z U 0 w Q 40 %STONE VOID z W 6,354 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) PROPERLY DIRECT THE FIRST FLUSH. Z Q w Q Q 12.4 INSTALLED WATER QUALITY FLOW RATE(CFS) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN > J U z a SYSTEM AREA(ft2) J ° Z Z 1934 0 O M BE ACHIEVED ON SITE. o O 224 SYSTEM PERIMETER(ft) ? N N z g CONCEPTUAL ELEVATIONS - LID #2 �° N ow prn m v mz� 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q LL 0N 3 6.50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) ziiS Q 'w 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) U o 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) Z w 1 z a 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) O Q 0 Z. > 0. 5.50 TOP OF STONE a Z w 4.50 TOP OF MC-3500 CHAMBER 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT 0.92 24"BOTTOM MANIFOLD/CONNECTION INVERT o o 0.75 BOTTOM OF MC-3500 CHAMBER =a CIO F�0.00 UNDERDRAIN INVERT o > z N O 0.00 BOTTOM OF STONE a z a O U W Q W W❑ 82.14' m w o �C) U wa O rj 75.44' Of wo a 24"X 24"ADS N-12 BOTTOM MANIFOLD o°o - 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN INVERT 2.06"ABOVE CHAMBER BASE = o w (SIZE TBD BY ENGINEER/SOLID OUTSIDE PERIMETER STONE) Z o 1 o� 0 w - 24"PARTIAL CUT END CAP, < � / PART#MC35001EPP24BC OR MC35001EPP24BW o 00 TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS Z o AND ISOLATOR PLUS ROWS w z o � � w i* STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN U a mn (24"SUMP MIN) w Z �a N 24"ADS N-12 BOTTOM CONNECTION 7 17' s 0 ff N - INVERT 2.06"ABOVE CHAMBER BASE ~ it STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN w 24"SUMP MIN v I ( ) Z° N I.? U U - - - - - - - - - - - - O E N ?z Oz U) U �o a INSTALL FLAMP ON 24"ACCESS PIPE o a PART#MCFLAMP - s o (TYP 3 PLACES) m o N a o STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN z o o TST INC. (24"SUMP MIN) < _ a INSPECTION PORT o a 3 CONSULTING ENGINEERS (TYP 3 PLACES) Q z 0 748 Whalers Way 82.60' J wN Suite 200 Fort Collins Colorado 80525 _ Phone: 970.226.0557 89.31' a JOB NO. Z' 1230.0009.00 ISOLATOR ROW PLUS(SEE DETAIL) \\ mo > SCALE N TS x PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE Z OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS ° ma DATE SEPTEMBER 2024 BED LIMITS SHEET 3 OF 9 SHEET 213 of 224 CONCEPTUAL LAYOUT - LID #4 NOTES 37 STORMTECH MC-3500 CHAMBERS • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. � wwx w 4 STORMTECH MC-3500 END CAPS THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. = o o • THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN p m 9 STONE BELOW(in) 0 3 cc F UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO Z U o w . 40 %STONE VOID Z w PROPERLY DIRECT THE FIRST FLUSH L) 7,315 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) (n Z Q w 14.8 INSTALLED WATER QUALITY FLOW RATE(CFS) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN J ~ 2199 SYSTEM AREA(W) _--________-_ _ J o U o Z O 324 SYSTEM PERIMETER(ft) BE ACHIEVED ON SITE. m 0 0 0 (n Q c� CO z 5 Z I- co cli 00 00 CONCEPTUAL ELEVATIONS - LID #4 O U °w U) m � z� � w 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q o � w.3 6,50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) W Q i£ o w 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) U o 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) O w o 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) Q Z 5.50 TOP OF STONE d 0 U 4.50 TOP OF MC-3500 CHAMBER 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT z 0.92 24"BOTTOM MANIFOLD INVERT o 0 0.75 BOTTOM OF MC-3500 CHAMBER tj 0.00 BOTTOM OF STONE o w 8 Ld i ~a 0 N �p O aZ 146.64' wa m w m 139.94' 3 �U -0 DRAWN 00 BRB y O 24"PARTIAL CUT END CAP,PART#MC35001EPP24BC OR MC35001EPP24BWof - u TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS z o a CHECKED o x DAP INSPECTION PORT INSTALL FLAMP ON 24"ACCESS PIPE W w (TYP 2 PLACES) PART#MCFLAMP c o o DESIGNED (TYP 2 PLACES) w x Zw BRB V �w STRUCTURE PER PLAN SHOWN AS w FILENAME 30"NYLOPLAST BASIN O 0 0 (24"SUMP MIN) �? o 0009_Details x N r I t mi C� a ~ of w =ZO �uwi l— I of o POD c .....• ' <771r0o/ //ZI 1_ v E 3: ° 24"X 24"ADS N-12 BOTTOM MANIFOLD 4) j Z INVERT 2.06"ABOVE CHAMBER BASE > o • r- 0 00 U UCD Oz O • o O ..••.. V� Q o o� S�CNAL oz - STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN cD b (24"SUMP MIN) i M Z o 0, Q _ a 2O V w wz p 3 lY z H Q 0z0° CD � J V x � 132.77' a� w� x \\ ISOLATOR ROW PLUS(SEE DETAIL) 139 48 m 0 mw PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE 3 d OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 00 =a �a BED LIMITS SHEET 4 of 9 Z CIO J CONCEPTUAL LAYOUT - LID #5 NOTES w Ow Q 41 STORMTECH MC-3500 CHAMBERS • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. � w 6 STORMTECH MC-3500 END CAPS • THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U �wCIO 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. = o I o o • THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN 3 o 9 STONE BELOW(in) O o r Uj UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO Z 0. o w Q 40 %STONE VOID Z w 8,074 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) PROPERLY DIRECT THE FIRST FLUSH. Z Q w 'U 3 Q Q 16.4 INSTALLED WATER QUALITY FLOW RATE(CFS) NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN J 0 U z a 2416 SYSTEM AREA(ftZ) M OJ U o M Z BE ACHIEVED ON SITE. 266 SYSTEM PERIMETER(ft) o cli o O CONCEPTUAL ELEVATIONS - LID #5 � 0 a N mw CIO 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q LL 6 W 3 6.50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) Q is o w CO a 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) v °0 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) Z ui 1 z 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) Q of Z. ;� > 0. 5.50 TOP OF STONE a Z� 4.50 TOP OF MC-3500 CHAMBER 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT z a 0.92 24"BOTTOM MANIFOLD/CONNECTION INVERT CIO o° C 0.75 BOTTOM OF MC 3500 CHAMBER a 0.00 BOTTOM OF STONE o >0 O z a a of s 2 O N N❑ 115.52' o 'a w� 104.10' o wa O o aN w o W� O O y �a _ �w U � z 01 INSPECTION PORT w z (TYP 3 PLACES) - 24"X 24"ADS N-12 BOTTOM MANIFOLD o 0 0 INVERT 2.06"ABOVE CHAMBER BASE w of (TYP 2 PLACES) Z w w O - STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN Ov w (24"SUMP MIN) U a z mo LO 24"ADS N-12 BOTTOM CONNECTION a STRUCTURE PER PLAN SHOWN Of ow INVERT 2.06"ABOVE CHAMBER BASE ® Z �`! AS 30"NYLOPLAST BASIN l� s N (24"SUMP MIN) - STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN o j C (24"SUMP MIN) w w L � =o N U U w, OE 6 O INSTALL FLAMP ON 24"ACCESS PIPE U 19 0 0 PART#MCFLAMP o a (TYP 3 PLACES) w 1 °z co 0 O❑ 24"PARTIAL CUT END CAP, J m co z PART#MC35001EPP24BC OR MC35001EPP24BWOX TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS ¢ °� TST INC. 2 �a AND ISOLATOR PLUS ROWS w ° a z CONSULTING ENGINEERS of ° z 3 748 Whalers Way � Q °O 0 Suite 200 Fort Collins CD w N m Colorado 80525 _ W Phone: 970.226.0557 a� ISOLATOR ROW PLUS(SEE DETAIL) i a' JOB N0. 1 230.0009.00 \\\ z N SCALE N TS PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE z OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET a FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 96.94' - DATE SEPTEMBER 2024 BED LIMITS 103.64' SHEET 5 OF 9 SHEET 214 of 224 ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS Q wx 0 oa r MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT z o z o ow Cn Z ?' U D, FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED TOP OF THE'C'LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S � J p U z a O D N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND J O N PAVEMENT OR UNPAVED FINISHED GRADE ABOVE.NOTE PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. 0 O o V) a- PREPARATION REQUIREMENTS. O THAT PAVEMENT SUBBASE MAY BE PART OF THE'D'LAYER m U N c) z g Z I— co � -o O U AASHTO M145' Q rn v m a N W GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35% A-1,A-2-4,A-3 BEGIN COMPACTIONS AFTER 18"(450 mm)OF MATERIAL Q Z 0 INITIAL FILL: FILL MATERIAL FOR LAYER'C'STARTS FROM > w g 5 p FINES OR PROCESSED AGGREGATE. OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONALLLI THE TOP OF THE EMBEDMENT STONE('B'LAYER)TO 18"(450 Q C OR LAYERS IN 12"(300 mm)MAX LIFTS TO A MIN.95%PROCTOR ° � mm)ABOVE THE TOP OF THE CHAMBER.NOTE THAT F' 0 o MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF DENSITY FOR WELL GRADED MATERIAL AND 95%RELATIVE z LU o a DENSITY FOR PROCESSED AGGREGATE MATERIALS. O 1.- O PAVEMENT SUBBASE MAY BE A PART OF THE'C'LAYER. THIS LAYER. AASHTO M43' w 1 w a 3,357,4,467,5,56,57,6,67,68,7,78,8,89,9,10 Q EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS .2 B FROM THE FOUNDATION STONE('A'LAYER)TO THE'C'LAYER CLEAN,CRUSHED,ANGULAR STONE OR RECYCLED CONCRETES AASHTO M43 NO COMPACTION REQUIRED z a ABOVE. 3,357,4,467,5,56,57 0❑ FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE AASHTO M43' =a A CLEAN,CRUSHED,ANGULAR STONE OR RECYCLED CONCRETES PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 LSUBGRADE UP TO THE FOOT(BOTTOM)OF THE CHAMBER. 3,357,4,467,5,56,57 0 w Ld a 9 Q Fe wJ PLEASE NOTE: N 0 0 p 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". w 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. r 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR U COMPACTION REQUIREMENTS. 3° m 4. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. W 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A'OR'B'THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20"RECYCLED CONCRETE STRUCTURAL BACKFILL". o DRAWN 00 ff y a BRB _ �w ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL � CHECKED AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS o it DAP 1 < o o DESIGNED af D 'TO BOTTOM OF FLEXIBLE PAVEMENT.FOR UNPAVED w O B R B INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 8' PERIMETER STONE - wcRFAseCOVER To2a^(soomm. 18"(450 mm) Zw C I MIN' ) (2.4 m) w FILENAME (SEE NOTE 4) 1 0 0 w 12"(300 mm)MIN MAX O I__ 0009_Details om U a m 11 m o EXCAVATION WALL y w (CAN BE SLOPED OR VERTICAL) d 45" "THIS CROSS SECTION DETAIL REPRESENTS O o P00 �/C (1143 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. t w Q�•••••'•• PLEASE SEE THE LAYOUT SHEET(S)FOR PROJECT SPECIFIC REQUIREMENTS. a) w U) w N A E oDo zz a U U C� • 9"(230 mm)MIN L 6"(150 mm)MIN (SEE NOTE 3) Q o o Z \ F� ••: ��� MC-3500 - 6„ L b m° 0 •••••• \G END CAP SUBGRADE SOILS (150 mm)MIN 77"(1956 mm) 12"(300 mm)MIN U Q o `s�ONAL�\ 00 (SEE NOTE 3) ~ ❑O w z O 0 J p a m m M z O Z O'0 2 _ 1a NOTES: w ° Oz o z3 z � 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" o~ Q o CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 0 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". a� 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION a= FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE. z w� mo 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 0 w 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: CD w z • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. o� • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". m �a • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET 6 of 9 Z � O J o aLU ow COVER PIPE CONNECTION TO END - INSTALL FLAMP ON 24"(600 mm)ACCESS PIPE OPTIONAL INSPECTION PORT U CAP WITH ADS GEOSYNTHETICS 601T PART#:MCFLAMP 2 zo o co NON-WOVEN GEOTEXTILE mo MC-3500 CHAMBER MC-3500 END CAP O O z LU z U > Q Y oo z � � �a Q 0 = z STORMTECH HIGHLY RECOMMENDS m O o 0 0,6 0 o m Z z FLEXSTORM INSERTS IN ANY UPSTREAM - N z I w O STRUCTURES WITH OPEN GRATES Cn O co Ow­1 co Q � U ui z mo ELEVATED BYPASS MANIFOLD Q o w 3 �g u m;~ LU 0 T Z 0 a i U o� O o z w z;� O o z� a z2 z Q I 3� Z co �a z SUMP DEPTH TBD BY SITE DESIGN ENGINEER NYLOPLAST ao (24"[600 mm]MIN RECOMMENDED) U 724"(600 mm)HDPE ACCESS PIPE REQUIRED ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN o 0 USE FACTORY PARTIAL CUT END CAP PART#: FOUNDATION STONE AND CHAMBERS a m MC35001EPP24BC OR MC35001EPP24BW 8.25'(2.51 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS w o 00 y of _ �w MC-3500 ISOLATOR ROW PLUS DETAIL 0 1 z 01 NTS ow o? f z w 0 00 wF wof w o zw (7 w zF INSPECTION & MAINTENANCE 12"(300 mm)MIN WIDTH NYLOPLAST 8"LOCKING SOLID o F o COVER AND FRAME U w STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT CONCRETE COLLAR/ASPHALT OVERLAY U A. INSPECTION PORTS(IF PRESENT) a m 8"(200 mm)MIN THICKNESS OF ASPHALT w w z � 0 a A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN OVERLAY AND CONCRETE COLLAR NOT REQUIRED FOR GREENSPACE OR mo NON-TRAFFIC APPLICATIONS rr 0� A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED S 0 o w A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) v E J A.5. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. 0� B. ALL ISOLATOR PLUS ROWS 8"NYLOPLAST UNIVERSAL DRAIN BODY _ w o B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS (PART#2708AG41PKIT)OR TRAFFIC RATED CO o z Z ASPHALT OVERLAY FOR BOX W/SOLID LOCKING COVER E Do B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE U U TRAFFIC APPLICATIONS i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY L w ii FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 4"(100 mm)SDR 35 PIPE E m o 0 B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. CONCRETE COLLAR U co o 0 STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS STORMTECH CHAMBER o a A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED o o B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN 4"(100 mm)INSERTA TEE -1 Na m C. VACUUM STRUCTURE SUMP AS REQUIRED TO BE CENTERED ON CORRUGATION VALLEY 00 ,, z Q = TST, INC. STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. w O o 0 CONSULTING ENGINEERS z STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. of Q o 0 748 Whalers Way CD oN Suite 200 Fort Collins v v _j o Colorado 80525 = NOTES Phone: 970.226.0557 aw a� JOB N0. 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS z N 230.0009.00 OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. NOTE: m c INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. _� SCALE 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 0 0' z NTS � �a 4" PVC INSPECTION PORT DETAIL DATE SEPTEMBER 2024 (MC SERIES CHAMBER) SHEET NTS 7 of 9 SHEET 215 of 224 UNDERDRAIN DETAIL MC-3500 TECHNICAL SPECIFICATION °� w STORMTECH NTS STORMTECH NTS Q = ?� VALLEY - 86.0"(2184 mm) o CHAMBERS STORMTECH CHAMBER STIFFENING RIB CREST INSTALLED O 3 cc END CAP Z U o o w OUTLET MANIFOLD CREST WEB 0 (/j U -j a STIFFENING RIB � Z LOWER JOINT i N z CORRUGATION J U °z 0 O 1 j m U N o o n D_�o Z y O cn�� FOUNDATION STONE oma Nw BENEATH CHAMBERS Q w 3 > 3 w FOOT Q 0J [if Z w o W w ADS GEOSYNTHETICS 601T 1 Q a F NON-WOVEN GEOTEXTILE SECTION A-A DUAL WALL UPPER JOINT CORRUGATION o IMF PERFORATED BUILD ROW IN THIS DIRECTION �> HDPE STORMTECHDCAP UNDERDRAIN o 0 END CAP -� - 90.0"(2286 mm) Nw ACTUALLENGTH Ia z o >8 Ld a Fa Q B B 45.0" 45.0" 22.2" N N o i (1143 mm) ;' (1143 mm) (564 mm) o w a wo INSTALLED FOUNDATION STONE A BENEATH CHAMBERS i �o m ���..JJJ I a n wo - 77.0" 75.0" o o DRAWN ADS GEOSYNTHETICS 601T (1956 mm) o a BRB -A NON-WOVEN GEOTEXTILE (1905 mm) o NOMINAL CHAMBER_SPECIFICATIONS ; w a CHECKED - NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0" (1956 mm X 1143 mm X 2184 mm) DAP ow 4"(100 mm)TYP FOR SC-310&SC-160LP SYSTEMS SECTION B-B CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m') °N 6"(150 mm)TYP FOR SC-740,SC-800,DC-780,MC-3500,MC-4500&MC-7200 SYSTEMS MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET (4.96 m') < w DESIGNED WEIGHT 134 Ibs. (60.8 kg) m 2 25.7" Z BRB NOMINAL END CAP SPECIFICATIONS (653 mm) 2 z FILENAME MC-SERIES END CAP INSERTION DETAIL SIZE(W X H X INSTALLED LENGTH) 75.0"X 45.0"X 22.2" (1905 mm X 1143 mm X 564 mm) NTS END CAP STORAGE 14.9 CUBIC FEET (0.42 m') oU w 0009_Details MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET (1.28 m') U a m STORMTECH END CAP WEIGHT 49 Ibs. (22.2 kg) w w Z �z pw *ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION,6"(152 mm)STONE o o BETWEEN CHAMBERS,6"(152 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE t ai w ••••"•• 12"(300 mm) 6t • POROSITY. E D • ,�,PN \�P�' w MIN SEPARATION w PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" B r - • 12"(300 mm)MIN INSERTION - PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" j o j o \O�\G GO\�j • END CAPS WITH A PREFABRICATED WELDED STUB END WITH"W" z z \' \ \ • END CAPS WITH A WELDED CROWN PLATE END WITH"C" L MANIFOLD STUB PART # .STUB B C o °o \Q� • •• •••• • G\ MC35001EPPO6T 33.21"(844 mm) - � co a m S MANIFOLD HEADER 6"(150 mm) C) o 6 �CNAL MC35001EPP06B - 0.66"(17 mm) MC35001EPP08T 31.16"(791 mm) - o z MC35001EPP08B 8"(200 mm) _ 0.81"(21 mm) > N m MC35001EPP10T 29.04"(738 mm) - CO o ° 10"(250 mm) C Z MC35001EPP10B - 0.93"(24 mm) ¢ _ '0 MC35001EPP12T 26.36"(670 mm) - 20 °z 12"(300 mm) MANIFOLD HEADER MC35001EPP128 - 1.35"(34 mm) � of o z 3 o0 MC35001EPP15T 15" 375 mm 23.39"(594 mm) - CUSTOM PARTIAL CUT INVERTS ARE v ¢ ° MANIFOLD STUB MC35001EPP15B ( ) - 1.50"(38 mm) AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE _ MC35001EPP18TC 20.03"(509 mm) - 12-24"(300-600 mm)SIZE ON SIZE a MC35001EPP18TW 18"(450 mm) AND 15-48"(375-1200 mm) MC35001EPP186C ___ ECCENTRIC MANIFOLDS.CUSTOM w 1.77"(45 mm) w x MC35001EPP18BW INVERT LOCATIONS ON THE MC-3500 m° 12"(300 mm) 12"(300 mm) a MIN SEPARATION - MC35001EPP24TC END CAP CUT IN THE FIELD ARE NOT MIN INSERTION 14.48"(368 mm) -(600 mm) GREATER THAN 10"(250 mm).THE z w RECOMMENDED FOR PIPE SIZES z° MC35001EPP24TW 24" a MC35001EPP24BC o MC35001EPP246W --- 2.06"(52 mm) INVERT LOCATION IN COLUMN'B' N o ARE THE HIGHEST POSSIBLE FOR a NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC35001EPP30BC 30"(750 mm) --- 2.75"(70 mm) THE PIPE SIZE. FOR A PROPER FIT IN END CAP OPENING. SHEET NOTE:ALL DIMENSIONS ARE NOMINAL OF Z O J o aw ow cn U w NYLOPLAST DRAIN BASIN o ! o W NTS Z O 0 3 U Q Z Y oo INTEGRATED DUCTILE IRON 0 C W U FRAME&GRATE/SOLID TO > Z o U Z 0 Q MATCH BASIN O.D. J o z 0 O oo m z op m U v o g 11 18"(457 mm) I- co s; W O MIN WIDTH 0 O v m wCIO Q zo > o co ?g CO AASHTO H-20 CONCRETE SLAB U o w U 8"(203 mm)MIN THICKNESS Z w o a O < o w� 12"(610 mm)MIN TRAFFIC LOADS:CONCRETE DIMENSIONS o a (FOR AASHTO H-20) ARE FOR GUIDELINE PUPOSES ONLY. z ACTUAL CONCRETE SLAB MUST BE N DESIGNED GIVING CONSIDERATION FOR z a H INVERT ACCORDING TO LOCAL SOIL CONDITIONS,TRAFFIC o PLANS/TAKE OFF LOADING&OTHER APPLICABLE DESIGN fL CIO FACTORS >a> z o 0 O ADAPTER ANGLES VARIABLE 0°-360° a a< O ACCORDING TO PLANS w W W Z❑Z 0 Q VARIABLE SUMP DEPTH ACCORDING TO PLANS w w VARIOUS TYPES OF INLET AND [6"(152 mm)MIN ON 8-24"(200-600 mm), a 10"(254 mm)MIN ON 30"(750 mm)] OUTLET ADAPTERS AVAILABLE: =o 4-30"(100-750 mm)FOR o °�° CORRUGATED HDPE 4"(102 mm)MIN ON 8-24"(200-600 mm) o 6"(152 mm)MIN ON 30"(750 mm) 3 ° ow o 0 w o? f of z w WATERTIGHT JOINT o 0 wof 0 wo (CORRUGATED HDPE SHOWN) - A BACKFILL MATERIAL BELOW AND TO SIDES ?° OF STRUCTURE SHALL BE ASTM D2321 g w CLASS I OR II CRUSHED STONE OR GRAVEL o AND BE PLACED UNIFORMLY IN 12"(305 mm) vi w LIFTS AND COMPACTED TO MIN OF 90% F a Z Q ma a. pw a. 0. O ow J F- ® } U Z 0 j NOTES H � MF 1. 8-30"(200-750 mm)GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 o GRADE 70-50-05 ch D o 2. 12-30"(300-750 mm)FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 O N w U 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS cv w of 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 rn °o FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC Z or m 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM r o 6 6. TO ORDER CALL: 800-821-6710 01 p z 0 >o Jco p am A PART# GRATE/SOLID COVER OPTIONS Z co 8" PEDESTRIAN LIGHT STANDARD LIGHT ¢ _ a TST, INC. (200 mm) 2808AG DUTY DUTY SOLID LIGHT DUTY w ° o Z CONSULTING ENGINEERS 10" PEDESTRIAN LIGHT STANDARD LIGHT of � Z 748 Whalers Way (250 mm) 2810AG DUTY DUTY SOLID LIGHT DUTY a a o o Suite 200 Fort Collins 12" PEDESTRIAN STANDARD AASHTO SOLID = o Colorado 80525 (300 mm) 2812AG AASHTO H-10 H-20 AASHTO H-20 E s Phone: 970.226.0557 w aw 15" PEDESTRIAN STANDARD AASHTO SOLID , JOB N0. (375 mm) 2815AG AASHTO H-10 H-20 AASHTO H-20 w' 1230.0009.00 18" PEDESTRIAN STANDARD AASHTO SOLID i 2818AG =� SCALE (450 mm) AASHTO H-10 H-20 AASHTO H-20 NTS 24" PEDESTRIAN STANDARD AASHTO SOLID 3 (600 mm) 2824AG AASHTO H-10 H-20 AASHTO H-20 o DATE 30" PEDESTRIAN STANDARD AASHTO SOLID a SEPTEMBER 2024 (750 mm) 2830AG AASHTO H-20 H-20 AASHTO H-20 SHEET SHEET OF 216 of 224 18" RCP OUTLET Q2-4.43 CFS RIM ELEV= 5003.05 100-YR WSE = 5001.12 DIVERSION STRUCTURE 1 2-YR WSE = 4999.50 ------------------------- = ------------------------- (STMH-1 A) PLAN VIEW SECTION A-A 48"X76" HERCP INLET 48"X76" HERCP INLET Z DIVERSION STRUCTURE 1 INV. OUT=4995.11 INV. IN=4995.11 A z B 5; 18" RCP w INV. OUT=4995.11 48"X76" HERCP OUTLET 48"X76" HERCP INLET RIM ELEV= 5003.05 Q100= 105.56 CFS A Q100=105.56 CFS Q2 = 19.83 CFS Q2= 24.26 CFS TOP OF WEIR WALL = 4999.50 w Q 0 - - - - - - - - - - - - - -- 18" 18" RCP INLET r SECTION B-B m 48"X76" HERCP INLET 1 INV. IN=4995.11 DIVERSION STRUCTURE 1 INV. OUT=4995.11 � � � � - - - - - - - - - - B DRAWN - - - - - - - - - - - - - - - \\ _ _� - - - - - - - - - - BRB 48"X76" RCP CHECKED DAP INV. OUT=4995.11 DESIGNED BRB 18" RCP OUTLET FILENAME 0009_Details Q2=8.87 CFS DIVERSION STRUCTURE 2 RIM ELEV= 5005.43 (STMH-2F) PLAN VIEW 100-YR WSE = 5002.58 p�PpO L/C 2-YR WSE = 5000.83 - - - - - - - - - - - _ - - - - - - - - - 48"0 MANHOLE G S SECTION A-A 30" RCP INLET 30" RCP INLET Q� �p� •��� DIVERSION STRUCTURE 2 INV. OUT_4999.39 - INV IN_4999.39 o 0 MANHOLE STEPS (TYP.) S/ONAL 18" RCP INV. OUT-4999.391 8" WATER QUALITY WEIR q� (SEE SECTION A-A) A B RIM ELEV= 5005.4300* B 18" PIPE 18" PIPE TOP OF WEIR WALL = 5000.82 7� 30" RCP OUTLET 30" RCP INLET 18" RCP INLET 2 0 1.67 1.B �R�ES�TRICTOR ( EE SE B TB) A Q1oo=38.10 CFS - - - - - - - - - - - - Q1oo= 38.10 CFS INV. IN=4999.39 Q2= 8.87 CFS SECTION B-B � 30" RCP INLET - - - - - - - - - - DIVERSION STRUCTURE 2 INV. OUT=4999.39 �� - - - - - - - - - - - - - - - - - - - - - - - - LID WATER QUALITY OUTLET STRUCTURE 30" RCP INV. OUT=4999.39 B 4.00' Z J 0 0 0 B RIM ELEV= 5002.69 ° Ai.5' m qJ ° IN2-YR o o W DIVERSION STRUCTURE 3 100-YR WSE = 5000.25 o C > Q (STMH-3BD) PLAN VIEW =WSE 4996.57 Q 0 48" RCP OUTLET 36" RCP INLET SECTION A-A SECTION A-A SECTION B-B W W Q1oo= 45.54 CFS 36" RCP INLET 48 RCP INLET WATER QUALITY ORIFICE PLATE DETAIL 100-YEAR RESTRICTOR PLATE DETAIL 0 Q100= 45.54 CFS A Q2= 10.47 CFS DIVERSION STRUCTURE 3 INV. OUT=4995.27 CIO INV. IN=4995.27 B 18" RCP > INV. OUT=4995.27 100-YR OVERALL a A WATER QUALITY PLATE RESTRICTOR PLATE STRUCTURE NUMBER A B OF ROWS OFNUMBER COLUMNS C D LID #1 0.599" 4.12' 5 1 0.39' 9.12' Z co RIM ELEV= 5002.69 LID #2 0.683' 4.08' 5 1 0.66' 9.08' 0 Z TOP OF WEIR WALL = 4996.57 LID #4 0.736" 5.52' 5 1 0.75' 11.02' 0 LID #5 1 0.765" 5.61' 5 1 0.80' 11.61' SECTION B-B 18" RCP INLET INV. IN=4995.27 48" RCP INLET DIVERSION STRUCTURE 3 - - - - - - - - - - INV. OUT=4995.27 *ME - - - - - - - - - - - - - - - - - - - - - - - 36" RCP 18" RCP OUTLET INV. OUT=4995.27 Q2= 10.47 CFS RIM ELEV= 5003.05 18" RCP OUTLET 100-YR WSE = 5000.64 DIVERSION STRUCTURE 4 Q2=11.28 CFS 2-YR WSE = 4996.63 (STMH-3AB) PLAN VIEW - - - - - - - - - - SECTION A-A 54" RCP INLET DIVERSION STRUCTURE 4 INV. OUT=4994.32 = INV RCP INLET INV. IN=4994.34 A 18" RCP INV. OUT=4994.34 B TST, INC. RIM ELEV= 5003.05 CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 80525 54" RCP OUTLET A 10 RCP INLET Phone: 970.226.0557 Q = 48.77 CFS Q - 48.77 CFS Colorado 100- 10o Q2= 11.28 CFS JOB N0. - - - - - - - - - - TOP OF WEIR WALL = 4996.63 1230.0009.00 SCALE 1" = 5' SECTION B-B " 18" RCP INLET 54 HERCP INLET 34 IN=4994. DIVERSION STRUCTURE 4 INV. OUT=4994.34 INV. DATE SEPTEMBER 2024 - - - - - - - - - - - - �� /� - - - - - - - - 5 0 5 10 SHEET B 48" RCP scale 1"=5' feet 217 of 224 INV. OUT=4994.34 Check Dams (CD) EC-12 EC-12 Check Dams (CD) Check Dams (CD) EC-12 EC-12 Check Dams (CD) Z 0 1= U) D_ z O Cn U) W CD CHECK DAM INSTALLATION NOTES R C D REINFORCED CHECK DAM MAINTENANCE NOTES LENGTH, L ALTERNATIVE TO STEPS ON BANKS ABOVE CREST: 1. SEE PLAN VIEW FOR: DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIONS 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. CREST LENGTH, CL B -LOCATION OF CHECK DAMS. WITH GROUND SURFACE: AVOID GAPS BETWEEN GABIONS MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs AS SOON AS SECTION -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE B TYP. 0 SECTION -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). EROSION, AND PERFORM NECESSARY MAINTENANCE. A LENGTH L (1 rl. 2. CHECK DAMS INDICATED ON INITIAL SWMP SHALL BE INSTALLED AFTER CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY r0 MAINTAIN BMPs IN MIN") 1 6" MAX. STEP CREST LENGTH CL EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE (MIN) i(2 FENCE, BUT PRIOR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. HEIGHT 1'6" DOCUMENTED THOROUGHLY. w COMPACTED / fy - y 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FOR THE JJJ �' " 1� 6' TYP D 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Q BACKFILL, 1 �' ' + c APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12") G4 (1'6" MIN) o (TYP.) �` '' OR TYPE L (D50 9"). - DISCOVERY OF THE FAILURE. CHANNEL GRADE COMPACTED UPSTREAM AND TOP OF CHECK DAM 4. RIPRAP PAD SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1'. TR�O�CKKED GABION 4. SEDIMENT ACCUMULATED UPSTREAM OF REINFORCED CHECK OAM5 SHALL BE REMOVED ASDOWNSTREAM q BACKFILL HOG RINGS MIN. BURY TO NEEDED TO MAINTAIN THE EFFECTIVENESS OF BMP, TYPICALLY WHEN THE UPSTREAM SEDIMENT 5. THE ENDS OF THE CHECK DAM SHALL BE A MINIMUM OF 1' 6" HIGHER THAN THE CENTER (TYP) DEPTH 1'6" ADJACENT GABION DEPTH IS WITHIN Yi THE HEIGHT OF THE CREST. m OF THE CHECK DAM. 5. REPAIR OR REPLACE REINFORCED CHECK DAMS WHEN THERE ARE SIGNS OF DAMAGE SUCH CHECK DAM ELEVATION VIEW AS HOLES IN THE GABION OR UNDERCUTTING DRAWN CHECK CHECK DAM MAINTENANCE NOTES REINFORCED CHECK DAM ELEVATION VIEW BRB 2 6 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 6. REINFORCED CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED CHANNEL MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. CHECKED 1' 6" icy GRADE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 3' D50=6" RIPRAP DAP FLOW MIN. EROSION, AND PERFORM NECESSARY MAINTENANCE. ENCLOSED IN GABION 7. WHEN REINFORCED CHECK DAMS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED, AND COVERED WITH A GEOTEXTILE BLANKET, DESIGNED 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1'8 j �- 6" MIN. OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. 1' MIN. N_- 01:� EXCAVATION TO NEAT r "y ' MIN BRB LINE, AVOID OVER-EXCAVATION, EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FLOW Y (TYP.) DOCUMENTED THOROUGHLY. 1zj17:0TEXTILE (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) TYP. FILENAME 1,6 CHANNEL GRADE NOTF: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 0009-Details D50 = 12" RIPRAP, TYPE M OR DISCOVERY OF THE FAILURE. COMPACTED BACKFILL -� BLANKET DIFFERENCES ARE NOTED. TYPE L D50= 9" (SEE TABLE MD-7, MAJOR DRAINAGE, VOL. 1 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CHECK DAMS SHALL BE REMOVED WHEN THE SECTION A FOR GRADATION) SECTION A SEDIMENT DEPTH IS WITHIN S2 OF THE HEIGHT OF THE CREST. 1DO L/C O� ••••••• 5. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS REINFORCED CHECK DAM INSTALLATION NOTES STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 1. SEE PLAN VIEW FOR: . Q S CHANNEL GRADE 6. WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE -CHECK-LOCATIONS OF CHECK CK DAMS.DAM OR REINFORCED CHECK DAM). • G Pe\eS���G\ FLOW COMPACTED BACKFILL. DISTURBED AREA SHALL BE SEEDED AND MULCHED AND COVERED WITH �� 0\v • GEOTEXTLE OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). Q��O G • C. MIN. ' EXCAVATION TO NEAT (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM F,-fll. vj v w *� ��7`_ 'w LINE, AVOID OVER-EXCAVATION •• G� (TYP.) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. LAND-DISTURBING ACTIVITIES. �O S •••.•• 050 = 12" RIPRAP, TYPE M OR /ONAL TYPE L 050=9" (SEE TABLE MD-7, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 3. REINFORCED CHECK DAMS, GABIONS SHALL HAVE GALVANIZED TWISTED WIRE NETTING MAJOR DRAINAGE, VOL. 1 FOR DIFFERENCES ARE NOTED. WITH A MAXIMUM OPENING DIMENSION OF 4}2" AND A MINIMUM WIRE THICKNESS OF 0.10". GRADATION) WIRE "HOG RINGS" AT 4" SPACING OR OTHER APPROVED MEANS SHALL BE USED AT ALL SECTION B GABION SEAMS AND TO SECURE THE GABION TO THE ADJACENT SECTION. SPACING BETWEEN CHECK DAMS SUCH THAT 4. THE CHECK DAM SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1' 6". w<� q A AND B ARE EQUAL ELEVATION 5. GEOTEXTILE BLANKET SHALL BE PLACED IN THE REINFORCED CHECK DAM TRENCH B EXTENDING A MINIMUM OF 1' 6" ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE REINFORCED CHECK DAM. CHANNEL GRADE _:' PROFILE CD-2. REINFORCED CHECK DAM CD- 1 . CHECK DAM November 2010 Urban Drainage and Flood Control District CD-3 CD-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District CD-5 CD-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z CO O J Surface Roughening (SR) EC-1 EC-1 Surface Roughening (SR) SC-8 Sediment Trap (ST) - Q � H > W no �-- S R m W Z S I SURFACE ROUGHENING INSTALLATION NOTES T � COO 1. SEE PLAN VIEW FOR: RIPRAP, TYPE M (D50=12") TYP.SMALLER ROCK D - TRACKING OR -LOCATION(5) OF SURFACE ROUGHENING. SIZE MAY BE ALLOWABLE FOR SMALLER TRAPS F- �� IMPRINTING IF APPROVED BY LOCAL JURISDICTION Q 2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY FORECASTED RAIN EVENT. TOP OF EARTHEN BERM 0 A 3. AREAS WHERE BUILDING FOUNDATIONS, PAVEMENT, OR SOD WILL BE PLACED WITHOUT 2:1 MAX. DELAY IN THE CONSTRUCTION SEQUENCE, SURFACE ROUGHENING IS NOT REQUIRED. 4. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON =* ' THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. 2:1 MAX. CIO 5. A FARMING DISK SHALL NOT BE USED FOR SURFACE ROUGHENING. B Y; FLOW --- O 2 TRANSITION EXISTING SURFACE ROUGHENING MAINTENANCE NOTES FLOW CHANNEL INTO w O SEDIMENT TRAP ` 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. ? ` "J 6" MAX MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 2:1 MAX. POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE . _ , EROSION, AND PERFORM NECESSARY MAINTENANCE. FURROWS 2" TO 4" DEEP 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 2:1 MAX. 2" TO i WITH 6" MAXIMUM SPACING EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE L 4" DEEP PARALLEL TO CONTOURS DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACE UPON DISCOVERY OF THE FAILURE. SEDIMENT TRAP PLAN SR- 1 . SURFACE ROUGHENING 4. VEHICLES AND EQUIPMENT SHALL NOT BE DRIVEN OVER AREAS THAT HAVE BEEN SURFACE ROUGHENED. FOR STEEP SLOPES (3:1 OR STEEPER) 6" (CENTER OF RIPRAP 6" 5. IN NON-TURF GRASS FINISHED AREAS, SEEDING AND MULCHING SHALL TAKE PLACE LOWER THAN ENDS DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRST SMOOTHING OUT THE SURFACE. 6" MINIMUM 12' MIN. 3� 6. IN AREAS NOT SEEDED AND MULCHED AFTER SURFACE ROUGHENING, SURFACES SHALL BE FREEBOARD RE-ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER RILL SCARIFYING EROSION. a OR TILLING (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO. NOT AVAILABLE IN AUTOCAD) SECTION A NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CHANNEL GRADE 1,6„ 2, 6, MIN. FLOW: ? 1 8 RIPRAP, TYPE M (D50 12 TYP. ROUGHENED ROWS SHALL BE 4" TO 6" MIN. SMALLER ROCK SIZE MAY BE 4" TO 6" DEEP WITH 6" MAXIMUM SPACING PARALLEL DEEP TO CONTOURS ALLOWABLE FOR SMALLER TRAPS IF INC.APPROVED BY LOCAL JURISDICTION TST, CONSULTING ENGINEERS SR-2. SURFACE ROUGHENING SECTION B 748 Whalers Way FOR LOW SLOPES (LESS THAN 3:1) Suite 200 Fort Collins ST- 1 . SEDIMENT TRAP Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 November 2010 Urban Drainage and Flood Control District SR-3 SR-4 Urban Drainage and Flood Control District November 2010 ST-2 Urban Drainage and Flood Control District November 2010 SCALE NTS Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 DATE SEPTEMBER 2024 SHEET 218 of 224 EC-6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC-6 EC-6 Rolled Erosion Control Products (RECP) E C B STAGGER OVERLAPS zo DIVERSION DITCH EROSION CONTROL BLANKET INSTALLATION NOTES V) a- TYPICALLY AT TOP OF OVERLAPPING JOINT Z y c� UNDISTURBED JOINT ANCHOR TOP OF 1. SEE PLAN VIEW FOR: PERIMETER SLOPE -LOCATION OF ECB. (n w SOIL ANCHOR TRENCH, TYP. CHANNEL BANK o TRENCH, TYP. f ANCHOR DETAILS -TYPE OF ECB (STRAW, STRAW-COCONUT, COCONUT, OR EXCELSIOR). w -AREA, A, IN SQUARE YARDS OF EACH TYPE OF ECB. GEOTEXTILE FABRIC OR MAT, TYP. 2. 100% NATURAL AND BIODEGRADABLE MATERIALS ARE PREFERRED FOR RECPs, ALTHOUGH SOME JURISDICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS. I� 3" MIN, TYP. STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN 3. IN AREAS WHERE ECBs ARE SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE YCOMPACTED 'MIN, BASED ON ECB AND/OR SLOPE TOPSOIL AND PERFORM FINAL GRADING, SURFACE PREPARATION, AND SEEDING AND MULCHING. YP. TYPE (SEE STAKING PATTERN DETAIL) SUBGRADE SHALL BE SMOOTH AND MOIST PRIOR TO ECB INSTALLATION AND THE ECB SHALL i l NGLE EDGE BE IN FULL CONTACT WITH SUBGRADE. NO GAPS OR VOIDS SHALL EXIST UNDER THE AKE, TYP. PERIMETER ANCHOR BLANKET. TRENCH Ld 4. PERIMETER ANCHOR TRENCH SHALL BE USED ALONG THE OUTSIDE PERIMETER OF ALL y. x AYP. ECB-3. OUTSIDE OF DRAINAGEWAY BLANKET AREAS. o TYPE OF ECB AS INDICATED IN PLAN VIEW. INSTALL IN ALL PERIMETER ANCHOR TRENCH DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH 5. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER D ABOVE CHANNEL INVERT. ECB SHALL GENERALLY BE ORIENTED ROLL (LONGITUDINALLY AND TRANSVERSELY) FOR ALL ECBs EXCEPT STRAW WHICH MAY USE PERIMETER WIDTH PARALLEL TO FLOW DIRECTION (I.E. LONG DIMENSIONS OF BLANKET I AN OVERLAPPING JOINT. m ANCHOR PARALLEL TO FLOWLINES) STAKING PATTERN SHALL MATCH EC8 TRENCH OR W, TYP AND/OR CHANNEL TYPE. JOINT, TYP. 6. INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE-HALF ROLL LENGTH W I 0 I y� W BRB FOR COCONUT AND EXCELSIOR ECBs. DRAWN TWO EDGES r 3' - o o Y, W 0 ° , 7. OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs ECB- 1 . PIPE OUTLET TO DRAINAGEWAY of TWO W 6 6' +_° ' o °3, ON SLOPES. CHECKED DAP ADJACENT 0 0 T ROLLS y2 W 4' ° ° 8. MATERIAL SPECIFICATIONS OF ECBs SHALL CONFORM TO TABLE ECB-1. JOINT ANCHOR TRENCH ° DESIGNED JOINT ANCHOR TYPE OF ECB, t 2, 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING ECBS BRB TRENCH, TYP. INDICATED IN PLAN VIEW SHALL BE RESEEDED AND MULCHED. STRAW STRAW-COCONUT COCONUT OR EXCELSIOR FILENAME 10. DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF LOOP FROM STAKING PATTERNS BY ECB TYPE DIFFERENT FROM THOSE SHOWN HERE. 0009-Details 6 ECB SHAL MIDDLE IDDLE OF TOPSOIL EXTEND THE ROLL M TO HANOF THE 3 o I-- Y, W 2 o �PDo•L/C INTERMEDIATE ANCHOR TRENCH 3' �I -- yti W O��•� PN P� f r 6' q y� W 6' o w o 4 0 0 r Y2 W TABLE ECB-1. ECB MATERIAL SPECIFICATIONS V.�� D PERIMETER ANCHOR FLOW �� 1` 6 f F"� y+ W o TRENCH, TYP. 0 0 0 TYPE COCONUT STRAW EXCELSIOR RECOMMENDED COMPACTED CONTENT CONTENT CONTENT NETTING" SUBGRADE Q FOB <v STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN 4:1-3:1 3:1-2-1 2:1 AND STEEPER STRAW* - 100% _ DOUBLE/ O` •.• �� BASED ON EC8 AND/OR CHANNEL TYPE (SEE STAKING OVERLAPPING JOINT SLOPES In SLOPES SLOPES NATURAL ••••' G PATTERN DETAIL) 14 STRAW- DOUBLE/ S�ONN- I yz W COCONUT 30% MIN 70% MAX - NATURAL ECB-2. SMALL DITCH OR DRAINAGEWAY 3" MIN. 4' '~ W 4' 0 0 0 0 0 00 2' COCONUT 100% DOUBLE/ 20" 20" NATURAL 12 0 0 0 EXCELSIOR 100% DOUBLE/ MIN. NATURAL "STRAW ECBs MAY ONLY BE USED OUTSIDE OF STREAMS AND DRAINAGE CHANNEL. LOW FLOW CHANNEL HIGH FLOW CHANNEL -ALTERNATE NETTING MAY BE ACCEPTABLE IN SOME JURISDICTIONS STAKING PATTERNS BY SLOPE OR CHANNEL TYPE WOOD STAKE DETAIL RECP-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-7 RECP-8 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z CO O J Rolled Erosion Control Products (RECP) EC-6 Concrete Washout Area (CWA) MM-1 MM-1 Concrete Washout Area (CWA) _ Q � H W CONCRETE WASHOUT A SIGN EROSION CONTROL BLANKET MAINTENANCE NOTES �" CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 3:1 4' MINA 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS CIO POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE _ : POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACECO EROSION, AND PERFORM NECESSARY MAINTENANCE. EROSION, AND PERFORM NECESSARY MAINTENANCE. VEHICLE TRACKING 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 3A 8 X 8 MIN. 3 1 CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN Q EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE VTC DETAIL) OR EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE M DOCUMENTED THOROUGHLY. OTHER STABLE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON SURFACE 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. s DISCOVERY OF THE FAILURE. 3:1 4. ECBs SHALL BE LEFT IN PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE �,•''.� -�,-�_ 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO ♦o Z �/�MAINTAIN REMOVED BY THE LOCAL JURISDICTION. • . CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE O I 5. ANY EC8 PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE REPAIRED OR � 25 MIN. REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. O REINSTALLED. ANY SUBGRADE AREAS BELOW THE GEOTEXTILE THAT HAVE ERODED TO CREATED 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED, CONCRETE WASHOUT AREA PLAN IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT RESEEDED AND MULCHED AND THE ECB REINSTALLED. 12" TYP. COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY. U NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 1 >4 THE PERIMETER 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 2% SLOPE DIFFERENCES ARE NOTED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND 1� 3' MIN. �1 �;1i,�/ �;�1i�/ MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO AND TOWN OF PARKER COLORADO, NOT AVAILABLE IN AUTOCAD) UNDISTURBED OR >3 >3 COMPACTED SOIL VEHICLE TRACKING (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). 8 X 8 MIN. CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. DETAIL ) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN SECTION A DIFFERENCES ARE NOTED. CWA- 1 . CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST B' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER, THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. TST, INC. CONSULTING ENGINEERS 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND 748 Whalers Way ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS Suite 200 Fort Collins OF CONCRETE TRUCKS AND PUMP RIGS. Colorado 80525 Phone: 970.226.0557 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. JOB NO. 1230.0009.00 SCALE N TS November 2010 Urban Drainage and Flood Control District RECP-9 November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 DATE Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SEPTEMBER 2024 SHEET 219 of 224 Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Z 0 cn D_ SCL SCL_ _ SEDIMENT CONTROL LOG INSTALLATION NOTES U) 4' MAX FOR TRENCHED SCLs N w A I 10' MAX FOR COMPOST\ 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. w > SCL 1)1" x 91" x 18" (MIN) L 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR 9§" x 1h" x 18" {MIN} ED WOODEN STAKE VERTICAL SPACING TO ANY UPGRADIENT LAND-DISTURBING ACTIVITIES. WOODEN STAKE VARIES DEPENDING ON SLOPE 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT 8" DIAMETER (MIN) COMPOST FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, 9" DIAMETER (MIN) SEDIMENT CONTROL LOG HOLES AND OBVIOUS WEAR. SEDIMENT CONTROL LOG 3,. 10' M 4' MAX. __ ON CENTER (TYP. 4. SEU'IMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES, 3" CENTER (TY 6" NOTES: y�l HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. 1.THIS DETAIL IS FOR w 6 -� `:FNOTES: FLOW ?IAM. USE WITH SEDIMENT 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO a FLOW �5OF SCL 1.LARGER DIAMETER DIaM. c CONTROL LOGS THAT '> W A DEPTH OF APPROXIMATELY Ys OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS - DIAM. / ARE A MINIMUM OF SEDIMENT CONTROL �/ CONTINUOUS SCL DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO % �i % /i�i 8 LB FT i. r / AT PERIMETER of DAMAGE LANDSCAPE A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST \ r\ LOGS MAY NEED TO / i ✓ i i i . CONSTRUCTION SITE ) BE EMBEDDED DEEPER. 2.PLACE LOG AGAINST STAKING. COMPOST LOGS THAT ARE B LB FT DO NOT NEED TO BE TRENCHED. >e �� �`� SIDEWALK OR BACK OF / m 2�PDEWALKOORGBACKTOF CURB WHEN ADJACENT SCL-3. SEDIMENT CONTROL LOGS TO CONTROL 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR CURB WHEN ADJACENT TO THESE FEATURES. SLOPE LENGTH FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY DRAWN TO THESE FEATURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTED COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN BRB TRENCHED SEDIMENT CONTROL LOG ROLLER OR BLOWN IN PLACE. CHECKED CENTER STAKE IN CONTROL LOG 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DAP CENTER STAKE IN CONTROL LOG 9" DIAMETER (MIN) COMPOST DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A SEDIMENT CONTROL LOG MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF DESIGNED COMPACTED EXCAVATED 3" 9" DIAMETER (MIN) BLOWN/PLACED FILTER THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST BRB TRENCH SOIL SEDIMENT CONTROL LOG MEDIA OR SOIL LOGS SHOULD BE STAKED 10' ON CENTER. FLOW ;DIAM. CL (TYP,) FILENAME FLOW —� SEDIMENT CONTROL LOG MAINTENANCE NOTES WIZ '� 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. O�PD C SECTION n 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN Vim;0 � SECTION A COMPOST SEDIMENT CONTROL LOG EFFECTIVE DOCUMENTED CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 0 TRENCHED SEDIMENT CONTROL LOG 12" OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Q�\v O� ; (MIN.) DISCOVERY OF THE FAILURE. F • • 12" OVERLAP 1 x %" x 18" (MIN) 0� 0000*000 G� WOODEN STAKE 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS S' (MIN.) IY2" x %" x 18" (MIN) NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED TONAL WOODEN STAKE SEDIMENTS IS APPROXIMATELY )¢ OF THE HEIGHT OF THE SEDIMENT CONTROL LOG, 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST 9" DIAMETER (MIN) FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE SEDIMENT CONTROL LOG AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH 9" DIAMETER (MIN) TTT TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY SEDIMENT CONTROL LOG LOG JOINTS THE LOCAL JURISDICTION. LOG JOINTS (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO. AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) SCL-2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) NOTE. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SCL- 1 . TRENCHED SEDIMENT CONTROL LOG CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. November 2015 Urban Drainage and Flood Control District SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 November 2015 Urban Drainage and Flood Control District SCL-5 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z CO O J Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Vehicle Tracking Control (VTC) SM-4 — Q W H - W a TC VTC WW VTC/ VTC/ m Z W DITCH TO CARRY CM T R 20 FOOT WASH WATER TO CO (WIDTH CAN BE , SEDIMENT TRAP LESS IF CONST. q OR BASIN i U VEHICLES ARE PUBLIC / > 0 PHYSICALLY ROADWAY CONFINED ON BOTH SIDES) - -_ DISTURBED AREA, a SIDEWALK OR OTHER .) r y ��? PAVED SURFACE yy 10% CONSTRUCTION SITE, 50 FOOT (MIN STABILIZED STORAGE AREA I NOTE: WASH WATER _ MAX, O O O OR STAGING AREA J MAY NOT CONTAIN CHEMICALS OR SOAPS _ z co EXISTING 2' M Z WITHOUT OBTAINING PAVED CONSTRUCTION MATS, WOVEN OR TRM O Ya A SEPARATE PERMIT WASH RACK ROADWAY O 7 i �.. ..� 50' MIN r r 9" (MIN.) , 6'7" MIN. P UNLESS OTHERWISE SPECIFIED PUBLIC BY LOCAL JURISDICTION, USE ROADWAY •° COOT SECT. #703, AASHTO �3 REINFORCED CONCRETE RA 18" MIN •°a COARSE AGGREGATE AS 6" (MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE �pQ Q SPIKES STAKES MINUS ROCK GUARD FOR CONCRETE RACK) �`' P� NON—WOVEN GEOTEXTILE FABRIC SECTION A �p�p����.r TRM END OVERLAP WITH BETWEEN SOIL AND ROCK } ,�&JG 3��o SPIKES OR STAKES a O r,� � CONSTRUCTION MATS, WOVEN a 4�p�gQ OR TURF REINFORCEMENT STRAP UNLESS OTHERWISE SPECIFIED BY LOCAL 0 ¢��pJ�� MAT (TRM) CONNECTORS INSTALL ROCK FLUSH WITH JURISDICTION, USE CDOT SECT. #703, AASHTO VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH CONSTRUCTION MAT END OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE > OR 6" MINUS ROCK 9„ (MIN.) WASH RACK RESTRICT CONTT. VEHICLE OVERLAP INTERLOCK WITH Cl) ACCESS TO SIDES OF MAT STRAP CONNECTORS z j - T a ° T W 20' OR AS REQUIRED NON-WOVEN GEOTEXTILE TO ACCOMMODATE FABRIC ANTICIPATED COMPACTED SUBGRADE TRAFFIC (WIDTH SECTION A AN BE LESS I CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) VTC3. VEHICLE TRACKING CONTROL Al CONSTRUCTION TST, INC. CONSULTING ENGINEERS VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL MAT OR TURF REINFORCEMENT MAT (TRM) 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 November 2010 Urban Drainage and Flood Control District VTC-3 VTC-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District VTC-5 SCALE NTS Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 DATE SEPTEMBER 2024 SHEET 220 of 224 SM-4 Vehicle Tracking Control (VTC) SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 Z STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES I P INLET GRATE I P Z Of 1. SEE PLAN VIEW FOR A A �` , O Cn 0 -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). > o -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, SEE ROCK SOCK DESIGN SEE ROCK SOCK DETAIL CONSTRUCTION MAT OR TR DETAIL FOR JOINTING ROCKM). ROCK SOCKS FOR JOINTING � SOCKS 16" CINDER 16" CINDER 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE BLOCKS BLOCKS USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) ' -�7 . - ROCK SOCK =q� WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. .' FLOW 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS 2"x4" WOOD STUD Y y Y WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. _ r ;_ I' MIN. v: CURB INLET 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND L 2"x4" WOOD - SECTION A Ld - DISTURBING ACTIVITIES. STUD 5. A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED IP- 1 . BLOCK AND ROCK SOCK SUMP OR ON GRADE CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. INLET PROTECTION IP-3. ROCK SOCK SUMP,/AREA INLET PROTECTION 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT DO DOSECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES DRAWN 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. BRB 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS, 2. CONCRETE "CINDER" BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB. 2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR CHECKED POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. DAP EROSION, AND PERFORM NECESSARY MAINTENANCE. 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL DESIGNED . 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN INLET GRATE BRB EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE MINIMUM OF DOCUMENTED THOROUGHLY. "�CK�7PP �SIF FILENAME 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DEG. BLOCK AND ROCK SOCK INLET El �, 0009-Details PROTECTION(SEE DETAIL IP-1) ,iDISCOVERY OF THE FAILURE. ISILT FENCE (SEE SILT 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED FENCE DESIGN DETAIL ) ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. CURB SOCK5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND FLOW ��.P`N AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. IP-4. SILT FENCE FOR SUMP INLET PROTECTION G S� NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 5' MIN T-5' TYP. _% G�� cr CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. *0O�F (DETAILS ADAPTED FROM CITY OF BROOMFIELD. COLORADO, NOT AVALA8LE IN AUTOCAD) IP-2. CURB ROCK SOCKS UPSTREAM OF SILT FENCE INLET PROTECTION INSTALLATION NOTES 0 0 0 0 •00 S � INLET PROTECTION 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. ��NAL CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. AT A MAXIMUM SPACING OF 3 FEET. 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR IN THE OPPOSITE DIRECTION OF FLOW. INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON-GRADE INLETS. VTC-6 Urban Drainage and Flood Control District November 2010 IP-4 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-5 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z - - - O J SC 6 Inlet Protection (IP) Inlet Protection (IP) SC 6 SC 6 Inlet Protection (IP) _ Q c H W SILT I P a FENCE � Z P GENERAL INLET PROTECTION INSTALLATION NOTES W `, C I P 1. SEE PLAN VIEW FOR: D O AREA -LOCATION OF INLET PROTECTION. INLET co -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IPA-, IP.5, IP.6) �/♦ SILT s��� L SHEET I FENCE FLOW D 12" MIN. 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING U FLOW I ECB J B ( ) IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, "P' INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 2:1 MAX .. CULVERT -f -�, END SECTION 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.1 >3 1' MIN CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN AREA 2' MAX BACKFILL UPSTREAM ROCK DIFFERENCES ARE NOTED. INLET ROCK SOCK OF WATTLE SOCKCIO } ECB L 4 INLET PROTECTION MAINTENANCE NOTES z ROCK FILTER CONCENTRATED OR ROCK SOCK FLOW y 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. O z (USE IF FLOW MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 0 O IS CONCENTRATED) CULVERT INLET PROTECTION SECTION A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 0 EROSION, AND PERFORM NECESSARY MAINTENANCE. IP-5. OVEREXCAVATION INLET PROTECTION PLAN 1G" MIN. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN OVEREXCAVATION INLET PROTECTION INSTALLATION NOTES �**1 EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE + DOCUMENTED THOROUGHLY. 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT I 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP DISCOVERY OF THE FAILURE. SMALL CONTRIBUTING DRAINAGE AREA. KEY IN ROCK SOCK 2" ON EARTH 2. WHEN USING FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS ORIENTED TOWARDS DIRECTION OF FLOW. SECTION B NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA, CIP-1 . CULVERT INLET PROTECTION BALES. CULVERT INLET PROTECTION INSTALLATION NOTES 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS INLET GRATE PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF 1. SEE PLAN VIEW FOR INLET PROTECTION IN STREETS. -LOCATION OF CULVERT INLET PROTECTION. 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE DETAIL. COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. ° ° CULVERT INLET PROTECTION MAINTENANCE NOTES (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. NOTE; MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. STRAW BALE (SEE STRAW ° ° MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN BALE DESIGN DETAIL) POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DIFFERENCES ARE NOTED. EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARYON THE MARKET. IP-6. STRAW BALE FOR SUMP INLET PROTECTION DOCUMENTED THOROUGHLY. DISCOURAGES PROTECTION PROPRIETARYT INLET PROTECTION; HOWEVER,DIN THEE EVENTORSES NOR 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST DISCOVERY OF THE FAILURE. BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE TST° INC. SEDIMENT DEPTH IS Y2 THE HEIGHT OF THE ROCK SOCK. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET CONSULTING ENGINEERS 1. SEE STRAW BALE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION IS ACCEPTABLE. 748 Whalers Way 2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. Suite 200 Fort Collins TIGHTLY ABUTTING ONE ANOTHER. Colorado 80525 (DETAILS ADAPTED FROM AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) Phone: 970.226.0557 NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. JOB NO. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 1230.0009.00 DIFFERENCES ARE NOTED. SCALE N TS IP-6 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-7 I13-8 Urban Drainage and Flood Control District August 2013 DATE SEPTEMBER 2024 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SHEET 221 of 224 Temporary and Permanent Seeding (TS/PS) EC-2 EC-2 Temporary and Permanent Seeding (TS/PS) Temporary and Permanent Seeding (TS/PS) EC-2 Seeding dates for the highest success probability of perennial species along the Front Range are generally Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses (cont.) in the spring from April through early May and in the fall after the first of September until the ground freezes. If the area is irrigated, seeding may occur in summer months,as well. See Table TS/PS-3 for Commons Botanical Growth Growth Seeds/ Pounds of Common Botanical Growth Growth Seeds/ Pounds of p appropriate seeding dates. Name Name Seasonb Form Pound PLS/acre Name Name Season° Form Pound PLS/acre U) 0- Sandy Soil Seed Mix E Table TS/PS-1. Minimum Drill SeedingRates for Various T Al G Alakali Soil Seed Mix o_ ous Temporary ynnua Grasses Blue rama Bouteloua racilis Warm Sod-forming 825,000 0.5 to o Alkali sacaton Sporobolus airoides Cool Bunch 1,750,000 0.25 g g bunchgrass > Pounds of Basin wildrye Elymus cinereus Cool Bunch 165,000 2.5 W Planting Schizachyrium scoparitm: g Camper little bluestem Warm Bunch 240,000 1.0 Species' Growth Pure Live Seed Depth Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5 'Camper' (Common name) Season (PLS)/acre (inches) Jose tall wheatgrass Agropyron elongatum 'Jose' Cool Bunch 79,000 7.0 Prairie sandreed Calamovilfa longifolia Warm Open sod 274,000 1.0 I. Oats Cool 35 -50 1 -2 Arriba western wheatgrass Agropyron smithii Arriba' Cool Sod 110,000 5.5 Sand dropseed Sporobolus cryptandrus Cool Bunch 5,298,000 0.25 2. Spring wheat Cool 25 -35 1 -2 Total 17.75 Vaughn sideoats grams Bouteloua curtipendula Warm Sod 191,000 2.0 Fertile Loamy Soil Seed Mix 'Vaughn' 3. Spring barley COOL 25 -35 1 -2 Agropyron cristatum Arriba western wheatgrass Agropyron smithii'Arriba' Cool Sod 110,000 5.5 4. Annual ryegrass COOL 10- 15 '/z Ephriam crested wheatgrass 'Ephriam' Cool Sod 175,000 2.0 Total 10.25 0 5. Millet Warm 3 - 15 '/2-3/4 Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0 Heavy Clay,Rocky Foothill Seed Mix 3 Bromus inermis leyss d Agropyron cristatum 6. Sudangrass Warm 5-10 '/2- /a Lincoln smooth brome Cool Sod 130 000 3.0 Ephriam crested wheatgrass Cool Sod 175,000 1.5 >- 'Lincoln' 'Ephriam' m 7. Sorghum Warm 5-10 '/2-3/4 Sodar streambank wheatgrass Agropyron riparium Sodar Cool Sod 170,000 2.5 Agropyron intermedium Oahe Intermediate wheatgrass 'Oahe' Cool Sod 115,000 5.5 DRAWN 8. Winter wheat COOL 20-35 1 -2 Arriba western wheatgrass Agropyron smithii'Arriba' Cool Sod 110,000 7.0 BRB 9. Winter barley Cool 20-35 1 -2 Total 15.5 Vaughn sideoats gramae Bouteloua curtipendula Warm Sod 191,000 2.0 Vaughn' CHECKED 10. Winter e Cool 20-35 1 -2 High Water Table Soil Seed Mix rye Lincoln smooth brome Bromus inermis leyss Cool Sod 130,000 3,0 DAP 11. Triticale COOL 25-40 1 -2 Meadow foxtail Alopecurus pratensis Cool Sod 900,000 0.5 'Lincoln' DESIGNED a Successful seeding of annual grass resulting in adequate plant growth will Redtop Agrostis alba Warm Open sod 5,000,000 0.25 Arriba western wheatgrass Agropyron smithii'Arriba' Cool Sod 110,000 5.5 BRB usually produce enough dead-plant residue to provide protection from Reed canarygrass Phalaris arundinacea Cool Sod 68,000 0.5 Total 17.5 FILENAME wind and water erosion for an additional year. This assumes that the cover Bromus inermis leyss ' All of the above seeding mixes and rates are based on drill seeding followed by crimped hay or straw mulch. These rates 0009_Deta II S y Lincoln smooth brome 'Lincoln' Cool Sod 130,000 3.0 should be doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is is not disturbed or mowed closer than 8 inches. Panicum virgatum applied through hydraulic seeding. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1. Hydraulic seeding may be substituted for drilling only where slopes are Pathfinder switchgrass 'Pathfinder' Warm Sod 389,000 1.0 If hydraulic seeding is used,hydraulic mulching should be done as a separate operation. O steeper than 3:1 or where access limitations exist. When hydraulic See Table TS/PS-3 for seedingdates. C p y Agropyron elongatum b O.PD N•'/ �. Alkar tall wheatgrass Cool Bunch 79,000 5.5 seeding is used,hydraulic mulching should be applied as a separate Alkar If site is to be irrigated,the transition turf seed rates should be doubled. V �� operation,when practical,to prevent the seeds from being encapsulated in Total 10.75 d the mulch.the wheatgrass should not be used on slopes steeper than 6H to IV. Transition Turf Seed Mix` e b Can substitute 0.5 lbs PLS of blue grams for the 2.0 lbs PLS of Vaughn sideoats grams. See Table TS/PS-3 for seeding dates. Irrigation, if consistently applied, Ruebens Canadian bluegrass Poa compressa 'Ruebens' Cool Sod 2,500,000 0.5 may extend the use of cool season species during the summer months. Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0 � ••.... Seeding rates should be doubled if seed is broadcast, or increased by 50 Citation perennial ryegrass Lolium perenne'Citation' Coot Sod 247,000 3.0 ONAL percent if done using a Brillion Drill or by hydraulic seeding. Bromus inermis leyss Lincoln smooth brome Cool Sod 130,000 3.0 'Lincoln' Total 7.5 November 2010 Urban Drainage and Flood Control District TS/PS-3 TS/PS-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District TS/PS-5 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z Co O J EC-2 Temporary and Permanent Seeding (TS/PS) Silt Fence (SF) SC-1 SC-1 Silt Fence (SF) _ Q c H Table TS/PS-3. Seeding Dates for Annual and Perennial Grasses > WQ Annual Grasses Perennial Grasses 00Z (Numbers in table reference sF-SF -SF SILT FENCE INSTALLATION NOTES species in Table TS/PS-1) 1 x 1 � S F W O (RECOMMENDED) WOODEN 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER D Seeding Dates Warm COOL Warm COOL FENCE POST WITH 10' MAX PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION co SPACING AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR January 1-March 15 ✓ ✓ PONDING AND DEPOSITION. March 16-A ri130 4 1,2,3 ✓ ✓ SILT FENCE 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT 1? GEOTEXTILE FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL > a. D May 1-May 15 4 ✓ BE USED. May 16-June 30 4,5,6,7 A 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR July 1-July 15 5,6,7 TRENCH BY HAND. COMPACTED Z CIO Z July 16-August 31 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD September 1-September 30 8,9,10,1 1 BACKFILL O BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. Z October 1-December 31 ✓ ✓ 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES 0 F OW 36"-48" OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC TYP. DOWN THE STAKE. EXISTING 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE Mulch GROUND TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J-HOOK." THE "J-HOOK" 6" MIN EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP Cover seeded areas with mulch or an appropriate rolled erosion control product to promote establishment RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). of vegetation. Anchor mulch by crimping, netting or use of a non-toxic tackifier. See the Mulching BMP U 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTMTIES. Fact Sheet for additional guidance. AT LEAST to" ;Iir1 OF SILT FENCE SILT FENCE MAINTENANCE NOTES "TAIL" SHALL BE 4" MIN 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. BURIED Maintenance and Removal MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE Monitor and observe seeded areas to identify areas of poor growth Or areas that fail to germinate. Reseed V EROSION, AND PERFORM NECESSARY MAINTENANCE. and mulch these areas,as needed. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE An area that has been permanently seeded should have a good stand of vegetation within one growing SILT FENCE DOCUMENTED THOROUGHLY. season if irrigated and within three growing seasons without irrigation in Colorado. Reseed portions of 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON POSTS SHALL OVERLAP DISCOVERY OF THE FAILURE. the site that fail to germinate or remain bare after the first growing season. AT JOINTS SO THAT NO GAPS JOIN EXIST IN SILT FENC 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED Seeded areas may require irrigation,particularly during extended dry periods. Targeted weed control may \ FIRST TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED also be necessary. \\ SEDIMENTS IS APPROXIMATELY 6". ROTATE 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, Protect seeded areas from construction equipment and vehicle access. SECOND TEARING, OR COLLAPSE. POSTS SHALL BE JOINED AS THICKNESS OF GEOTEXTILE HAS 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED SHOWN, THEN ROTATED 180 DEG. BEEN EXAGGERATED, TYP AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER IN DIRECTION SHOWN AND DRIVEN SEDIMENT CONTROL BMP. INTO THE GROUND 0:0 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, TST, INQ SECTION A SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. CONSULTING ENGINEERS (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) 748 Whalers Way Suite 200 Fort Collins NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. Colorado 80525 SF- 1 . SILT FENCE CONSULT WITH ARE CAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN Phone: 970.226.0557 DIFFERENJOB NO. 1230.0009.00 SCALE N TS TS/PS-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SF-3 SF-4 Urban Drainage and Flood Control District November 2010 DATE SEPTEMBER 2024 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SHEET 222 of 224 SEE BRIDGE PLAN APPROACH FOR DEPTH _ NOTE JOINT 18 CONCRETE 1. PAVEMENT THICKNESS (T),SHALL BE AS SHOWN ON THE PLANS. SLAB ROADWAY SLAB � NOTES D D D D D — / O I JOINT LEGEND 1. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE,AND HAVE A MAXIMUM SPACING OF 1 I I (SEE SHEET 5 FOR JOINT DETAILS) 13 FT.(15 FT.IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). D D •; D PAVEMENT THICKNESS (T) DOWEL BAR DIAMETER ZO 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR THE TRANSVERSE JOINT IN A EXPANSION SEE BRIDGE < (n a- CURB AND GUTTER. MONOLITHIC CURB AND GUTTER 7 IN._T <8 IN. 1 IN. PLAN FOR SHALL BE SAWED TO THE SAME Z 0 j TRANSVERSE CONTRACTION 3. PLACE I/2 IN.MIN.EXPANSION JOINT FILLER IN TOP 6 IN.OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. DESIGN AND JOINT 5' O U DEPTH AS THE PAVEMENT. cn C 8 IN.<_T 5 10 IN. 1.25 IN. I 2' OR CONSTRUCTION 4. THE CONTRACTOR SHALL,UNLESS OTHERWISE SHOWN ON THE PLANS,SELECT AND USE A BOND BREAKER ; Ld TYP. _ _ _ LONGITUDINAL AT INLETS,MANHOLES AND SIMILAR SIZE STRUCTURES.SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES BRIDGE APPROACH BOTTOM OF SAW CUT 10 IN.<T <-15 IN. 1.50 IN. � CONSTRUCTION SHALL NOT REQUIRE A BOND BREAKER. LONGITUDINAL 5. WHERE A LONGITUDINAL JOINT PASSES LESS THAN 1 FT.FROM A CAST-IN-PAVEMENT MANHOLE OR SIMILAR SIZE I/q I/z" REINFORCING SIZE TABLE CONTRACTION STRUCTURE,A TYPICAL 2 FT.RADIAL JOINT,AS SHOWN IN THE DETAILS,SHALL BE USED. /q BELOW SURFACE ° ° ° SEE DOWEL SPACING TIE BAR SIZE IS NO.5 WHEN OPEN CENTER CLOSED CENTER L 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST . , S , � D � D LONGITUDINAL SILICONE D IN TRAVEL LANES �15" PAVEMENT IS PLACED ON UNBOUND BASES. 4 FT.AWAY FROM THE EDGE OF CIRCULAR MANHOLES.SEE CURB INLET BOXOUT DETAIL ON SHEET 5. SEALANT CONSTRUCTION D D D 9" 9" ON THE PLANS ° . 7. TRANSVERSE CONSTRUCTION JOINTS SHALL BE LOCATED AT A©JOINT. �� '� 15" °{ TIE BAR IS NO.6 WHEN PAVEMENT IS PLACED ON CUL-DE-SAC T p ° o . T ° , . ° T LIME TREATED SOIL,ASPHALT OR CEMENT TREATED, 6. THE ENGINEERS SHALL HAVE AN OPTION TO USE INDIVIDUAL DOWELS IN THE CO JOINT ON SHORT RUN (2'±6") D RIGID WELDED T 36' CTRS. MILLED ASPHALT,OR RECYCLED ASPHALT BASES. TO CURB RADIUS RETURNS. PREFORMED ASSEMBLY ° ° T/2 I T/2 TIE BARS JOINT IF NEEDED L MATERIAL ° , D D D• D D D UJ �q" © (� Q A DOWELED TRANSVERSE LONGITUDINAL BOND TYPICAL BOND EXPANSION JOINT CONSTRUCTION OR CONTRACTION JOINT CONTRACTION JOINT BREAKER 24" BREAKER C INLET PERMISSIBLE ALTERNATIVE (LONGITUDINAL WEAKENED RADIAL LESS m OR JOINTS WITH (TRANSVERSE WEAKENED PLANE JOINT) PLANE JOINT) JOINT IS NOT REQUIRED IF CURB AND I MANHOLE I JOINT THAN SMALL RADII<16' � ` � 12" `, / 12" MIN. GUTTER IS POURED MONOLITHICALLY I _ I _ _ , � DRAWN WITH ADJACENT LANE. O /2" 1 ° ° ° A KEYWAY IS ALLOWED TO INTEGRAL CURB I C } C i BRB 2't 6" TYP. L T/2 D D D D Sc D FACILITATE USE OF BENT A A OR i� I Q OR Q A I I T •I ° . T SC SC D D TIE BARS OR APPROVED CHECKED 1/2 r •2/2 ° 36 CTRS. TWO PIECE CONNECTORS L p r ° . TIE BARS A INLET OR MANHOLE DAP I A CURB INLET A 1 D. ; D. � D D T � I E L E SHOWS 8'MINIMUM BOXOUT i „ D ' CAST IN PAVEMENT INLET OR CURB AND SHOWS I { 1 • ° ° ' ° ° ' ° ' • 15 15 O O O O z DESIGNED �� OR 15'MAXIMUM I �� _ MANHOLE GUTTER INTEGRAL (SEE DETAIL ON / /z ° ° T/2 C L CURB �E \ SHEET 5) /�-" �r1 j� O O °e ° • - " —J N BRB 12 MIN L L L LONGITUDINAL © INSTALL TRANSVERSE JOINT AT FILENAME - - - - - BOXOUT IS 8 FT.OR LONGER. 8 MI APRON I 'I _ LONGITUDINAL � p C BOTH BOXOUT CORNERS IF CONSTRUCTION JOINT CONSTRUCTION JOINT G ; "'^� 0009 Details L c L ° L L 13' LONGITUDINAL /q RECESS MAX. USE ONLY IF T >-8 IN. USE ONLY IF T < 8 IN. CONSTRUCTION JOINT T FORM ONLY FEMALE KEYWAY CURB INLET BOXOUT INLET OR Ppp ��C JOINT SEAL JOINT SEALANT 4:1 TAPER D MANHOLE O - - --- O - -L - C - - - - - - - - -- - 2'TYP - - - - - - -- ---- - - - - - - -- -- - - - - - - - - O - - SEALANT TD MEET APRON 0�0�.�` C L 3 MIN --I �— /q /6 r (SEE JOINT t�A DETAIL) • Q QQ� �G`� E L E D CURB INLET T L BOND BREAKER RECESS SECTION A-A •O��G GD�S� • C BOXOUT / C TYP. 1 MIN. /4" ° ° u'" • 'I6':°' .;°' . .° • \\ i L L (SEE DETAIL ON % D D �q INLET OR Q�\v • 2 t6 TYP. / r/3 MIN. 1 ° ° ' ° ' ° ' ° ' MANHOLE �� /2" EXPANSION �F SHEET 5) ROUNDING OF ANGLE BY INLET pR -�J •° t�� •••G�� 411 / INTEGRAL 4:1 TAPER \ • • JOINT FILLER / E FORMING OR SLIPFORM PAVING CURB MANHOLE CIE , �z" DIA.BACKER ROD . TO MEET ° \v S •••• PERMISSIBLE. D D D °' °' STRUCTURE. /ONM- A /' MAY BE ALIGNED WITH >' >3/g" DIA.BACKER ROD FRONT OR BACK OF HMA PAVEMENT HMA PAVEMENT CURB. ° SECTION B-B SEAL AT sc TYPICAL CURBED PAVEMENT JOINT LAYOUT CONSTRUCTION JOINT SAWED JOINT BOND BREAKER SHALL BE COMPOSED OF PLASTIC * USE T/4 WHEN T < 8 IN. SHEET,BUILDING PAPERS OTHER APPROVED MATERIAL THAT PREVENTS BONDING. Computer File Information Sheet Revisions Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Computer File Information Sheet Revisions Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments Creation Date: 07/31/19 Date: Comments 2829 West Howard Place 2829 West Howard Place Designer Initials: JBK R-X CDDT HQ,3rd Floor M-412-1 Designer Initials: JBK R-X CDDT HQ 3rd Floor M-412-1 Last Modification Date: 07/31/19 R-X ® Denver,CO 80204 PAVEMENT JOINTS Last Modification Date: 07/31/19 R-X ® Denver,CO 80204 PAVEMENT JOINTS Phone: 303-757-9021 FAX:303-757-9868 Standard Sheet No. 3 of 5 Phone:303-757-9021 FAX:303-757-9868 Standard Sheet No. 5 of 5 Detailer Initials: LTA R-X Detailer Initials: LTA R-X CAD Ver.: MicroStation V8 Scole: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: 1-1/2" 4-1/2" 1 1/2"R. W W W * W W W W W W W W * W W W W W W W W co W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1-1/2"TO 2 EACH 8"BLADES MOUNTED TO POST 2 R. �•. W W W W W W W W W W W W W W W W W W W W I WITH 4 EACH DRIVE •,d •A' W W W W W W W W W W W W W W W W W W W W W RIVETS WITHco ' W W W W W W W W W W W W W W W W W W W W ♦ 1 _ NYLON WASHERS y W W W W W W W W W W W W W W W W W W W W W a ,'.d 4e'. °. 'e '' °• W W W W W W W W W W W W W W W W W W W W ♦ - LU d - T W W W W W W W W W W W W W W W W W W W W W LJ e a:' :a:e J .: 00 .d ..a. Qo W W W W W W W W W W M09 3" _ Driveway W W W W W W W W W W CO • a d . ° ♦. W W W W W W W W W W W W W W W W W W W W W Cross section of post SIN Sample Ave♦ Q Q 00 d a W W W W W W W W W W W W W W W W W W W W ♦ 2400 . • a d' W W W W W W W W •'• W W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W ♦ . _ O OUT FALL CURB & GUTTER W W W W W W W W W W W W W W W W W W W Wco co W W W W W W W W W W W W W W W W W W W W CO (FORT COLLINS ONLY) W W W W W W W W W W W W W W W W W W W W w R1-1 'STOP*SIGN 30'DIAMOND GRADE.SIGN Detached Sidewalk W W W W W W W W W W MOUNTED TO POST WITH 1 EACH DRIVE RIVET Sidewalk W W W W W W W W W W W WITH NYLON WASHER AGAINST SIGN FACE(ON o Q W W .D W W W W W W W ♦ TOP OF THE SIGN). THE BOTTOM OF THE SIGN o M 6' 6" 4" W W W W W W W W W W W A W W W W W W W SHALL BE MOUNTED WITH 1 EACH 5/16'x2-1/2'HEX o 0. W W W W W W W W W W W W W W W W W W W Q 1/8"TO 1/4"R. 1/8"TO 1/4"R. BOLT WITH METAL AND FROM NYLON WASHERS 1 1/2" W W W W W W W W W W W W W W W W W W W o 2'-3' w (NYLON WASHER AGAINST SIGN FACE)AND U 1/2"R, 1"R. W W W W W W W W SECURED WITH 1 EACH 5/1 T HEX NUT ON THE FROM FL Q • W W W W W W W o• BACK SIDE OF POST. C e' •.."d W W W W W W W W Attached Sidewalk Q co �• 6' W W W W W W W J •a A . W W W W W W W U O z d a n 8 2'x2'x1Q'ORST a s n 12 GAUGE TELESPAR POST �: T.C. 4 n a :. e d 1 ± 1/4" 2'-0" 6'-0" F.L. a + a ° Lip r a ..a 1 1/2" 3 3 1/2" 3 g a d a Min. CRITERIA FOR SINGLE POST 80 * 6"w/concrete pavement CONCRETE PAVOEMENT Max.Sign Panel Anchor/Stub PostS¢e o°o 8"w/asphalt x . 5'x . 5'x '- x x1 - o 0 3'-6'ABOVE GRADE BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) 8"Commercial * 12Gauge (SECTION B) (SECTION M) 1/2" Expansion 6" Residential 2-1/4'x 2-1/4'x 3' 6" 6" 6" Joint Material 1/2" Expansion ANCHOR/STUB $ Joint Material oo Street Curb 0 1 1/4" o Detached Attached 21/4"Anchor (22F12A31) Y J Sidewalk See Figure 16-1• J •' .a Q 6�� '•:'sidewalk•' •3 r..:..t: .� •. aAA y',• . a . Lu - a CL 00 e r a a d ' e a . NOTES: SECTION A-A 1. Attach the sign panels tightly to the post and use 5/16"(ID)X 3/4"(OD)washers to keep the sign from a a a breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. n a.e o ROADWAY r a " 'A aa. :A 3. Signs larger than 36 inches in length or width require wind bracing and special post design. PAVEMENT All Sidewalk Thickness Shall Be 6"minimum. 4. Anchor Stub and post are square steel tube(perforated). a ° A 5. All"No Parking"signs shall be installed at 45°from Flow Line. NOTE: 6. Stop sign to be installed at Point of Curvature(PC)for direction of travel. 8" BARRIER CURB 6" MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) 1. Sidewalk grade shall remain consistent across driveway Notes: 2. For driveway design requirements, see CONST. DWG. Series 706&707 a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 3. This detail applies to Residential &Commercial driveways. NOT TO SCALE TST, INC. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 80525 MEDIAN (ISLAND CURBS) STANDARD SIDEWALK SIGN POST Phone: Colorado0.226.0557 LARIMER COUNTY JOB N0. LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 4 DRAWING CONSTRUCTION REVISION NO: 2 DRAWING 1230.0009.00 URBAN AREA URBAN AREA URBAN AREA DRAWINGS STREET STANDARDS DRAWINGS DATE: 04/01/07 703 STREET STANDARDS DRAWINGS DATE: 02/17/15 1601 STREET STANDARDS DATE: 08/01/21 1 1401 SCALE NTS DATE SEPTEMBER 2024 SHEET 223 of 224 F-, - FULL DEPTH ASPHALT PATCH: ' It F anin BULOVARO LINEAR BO RG E R BULOVAR® LINEAR BO RG E R THE THICKNESS OF THE ASPHALT PATCH SHALL BE ONE-INCH ' Speed T�bIF�taidras�w�lk PHALT THICKNESS WITH A MI IMUM ASPHALT THICKNESTHICKER THAN THE EXISTING S PER TABLE 5-1 OF CHAPTER 25. 4-27-15 SLAB SERIES � PAVERS � SLABS � WALLS EST. 1923 SLAB SERIES � PAVERS I SLABS I WALLS I EST. 1923 If this section is less than r ` _ -' --I r -`- o T Edgeafi halt ,��., -- - - - 5'of existing asphalt/concrete, - ,� - p= it must be removed and replaced. - - ro 2' Drive Lane � - _ _ to Trench Width (min.) c� m min. mw O Varies New Asphalt/Concrete '`Via, _ - Ld a� \ �- � w - c E _ W m m m -F > ( - D cv Existing Road Base Tr •-4, i r , r_ � 1 • .. • ► 1 . 1 1 • • Y 1 . 1 Com acted s3a Lifts of Suitable Edge of Pavement or T Ffat ;�urfaoe Li of Existing Gutter w Materials p g G a > DURABLE FLEXIBLE PAVEMENT SYSTEM COMPOSITION &MANUFACTURE 6"Max. CompactedJ fi Lift Thickness if Typical Cross Section of Concrete Paving Stone Plowable Fill a 12"(Water&Sewer) STYLE CODE DIMENSIONS CUBES o m Not Required Borgert Pavers Pavers exceed industry standards:8,000 psi-5/o absorption (See Note 9 below for Storm.) Bulovar" 413W 75mm x 400mm x 100mm 67.7 SF t ` g Bedding Sand 1"Thick(ASTMC33) Meets or exceeds ASTM C 936 and freeze thaw testing 4'(min.) O.c . Approximate 2'/8"x 153/4"x 4" 2975# �m•.d � r g g DRAWN 100mm Thickness pp per section 8 of ASTM C-67 12 Taper (PSF=3.1 stones @ 44#) (210 pcs) M, IN Compacted Aggregate Base BRB 6'(max.) 01 -NOTSOLD BYTHEBAND Class 2 or Class 5 Utility Conduit type :. .. Bedding MaterialYL (Thickness depends on soil Manufactured with t e A condition and application) CHECKED Bulovar"'Max 46M 150mm x 400mm x 100mm 62 SF Prior to screeding the bedding sand,the base Associated with a range of LEED credits DAP surface tolerance must not exceed+/-1/4 1 flppl. 100mm Thickness Approximate 6'/a"x 153/a"x 4" 2728# in.(+/-6mm)overa 1ogt.(3m)straightedge. DESIGNED (PSF=1.55 stones @ 44#) (96 pcs) ICP Cross -ADA Compliant Undisturbed soil NorsoLDBvrHeeAND Section BRB Compacted Soil Subgrade Written detailed specification information is available, *(Refer to ADA(Guidelines for curbside taper on Raised Cross4wal ks) Note:Use protective plate during compaction. Edge restraint detail provided based on application. call or visit our website at borgertproducts.com. FILENAME 0009_Details INSTALLATION DETAILS BENEFITS OF ICP NOTES: 22 feet Flexible system,does not crack or heave in cold climates Suitable for plazas and walkways.Not recommended PDO•L/C 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Side Vie YY Slabs are NOT unit pavers and precautions are necessary when installing these products. p for vehicular applications �O��P•N O�P�' O� Easier maintenance to the pavement and utilities underneath O Local Entity Engineer. G •Q �\ Borgert slabs are made with granite,creating a dense,�0 feet • Q G 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean,vertical, and B feet f IMPORTANT:Prior to screeding the bedding sand,the recommended base surface tolerance must not exceed Achieve endless design possibilities with different shapes, straight edge&outside of the wheel path. textures,colors and laying patterns resistant wearing course g g p � ±Ya in.(±6 mm)over a 10 ft.(3 m)straight edge. y g G S 3,5 inches�(+it- .� � 9 g 3. Where the surrounding soils are non-expansive, a flowable fill may be substituted for backfill �, • Use slabs to delineate lines and spaces to eliminate the need material. Keep heavy steer and forklift equipment off newly laid slabs that have not received initial compaction and joint sand. to maintain paint 4. Trench width shall not be more than 16"nor less than 12"wider than the outside diameter of the pipe. IMPORTANT NOTE:Any Slab being brought to the laying face should be bridged with plywood to spread the loads 0� •....•••• 5. Use a 18"long #4 epoxy rebar at 18"on centers along the perimeter of concrete panel replacement sections. applied from machine access. S�ONAL� 6. Refer to Chapter 22, Materials &Construction Specifications for compaction and testing LAYING PATTERNS requirements. Use a low-amplitude plate compactor with no more than 2,500 Ibf(I I kN)at a frequency of 50 to 65 Hz with a protective 7. In unimproved areas, all disturbed areas shall be regraded, seeded &mulched. plate to vibrate the slabs into the sand.Remove any cracked or damaged slabs and replace with new units.Sweep sand 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. onto the surface and continue compacting and sanding until joints are full. 9. Bedding material depth when installing storm sewer shall be up to spring line,except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12"above pipe. ATTENTION:DUE TO THE SIZE OF THE SLAB,SOME BREAKAGE IS NORMAL. TRENCH DETAIL MAIN OFFICE:8646 Ridgewood Road I P.O.Box 39 I St.Joseph,MN 56374 1 PHONE 320.363.4671 FAX 320.363.8516 () 1 piece () 1 piece LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING B0� borgertproduets.eom PERMANENT OUTDOOR DISPLAY:MN State Fair Grounds I East Side of Underwood St.I Between Lee&Randall Avenues 306 - 100% 306 - 100% URBAN AREA DRAWINGS 800.622.4952 STREET STANDARDS DATE: 04/01/07 2201 (Radius varies) A 2'Transition (TYP.) 2 co Retaining Curb (Optional) -.._.. Transition "-" -"-' to retain ground behind back of walk o /..� O O o O o O 2'(min) + + O the walk, if needed \ m + r + v ° °o°o°o°o°o + + + + (typ.) See Note 6 O oOOOOOOOoO a + + + + + O 0000000000 + + - �`ti See Note 5 ° Curb y Q _\oQ� Flare" + co Wood float Q Standard Curb I + + + + + + + + + + + LU + + + + + + + + + + + > Q Q 0 finish thru and Gutter, •ovovoe, \0 2' 6 ramp vovogovovo �� See Standard 6" Dwg 701 (TYP) Flare Detectable Warning •voe .vow' W eta 1 1/2"R. 1 + + + + + + + + + + + + p 12 ••e 4 1/2" 0"Curb Height, + + + + + + • + + LU ' e Detectable Warning, See Note 4 See Section A-A � co O+ + + + + + + _ Walk Broom finish l h N 2"R (TYP) °°°° A W Gutter edge may be :' �I 0°0o Pedestrian Curb - °.4 : . . I - O°O° Landing Area, Q tapered or battered. N 4'(min) 0 Oo g * Curb to match slope a" . . - Gutter e� of sidewalk, Ramp length (Typical for all Curb& :. ♦ : '� °i• !d .; �P.) I 0°0° Detectable See Note 2 SIDEWALK 0. M not to exceed 15'-0" &Gutter Types) / 'a• ' , e • : :' < 0000 Warning 0"Curb See Note 6 ♦ o°o° See Note 5 0 0 Retaining Curb (Optional) VERTICAL + + + ~ ~ CORNER LOCATION + + + + + _J Z CO + + + + + + w Z Wood float finish thru ramp A Transition back of walk(typ.) + + + + + + + 21 O Flare + + + L 1 per ft. 1"per ft. 7 2 1:12 - 1:12 1 + + + + + 77 (max Walk Broom finish sle e sloe Broom finish + Curb + + + + per 1:20(max) Curb (max.) a°gSg egSg. (max.) ft' 1/2" per ft. FL J, W W W W ��• Gutter 30" Lip of Gutter '` '`'•••��•• �:�•; ,q Detectable Warning, 2 PLAN VIEW T, See Note 8 611 z Varies* 5' 4.5"varies* See Note 4 21.75" 3.75" N.T.S. 0 z SECTION A-A Y MID-BLOCK LOCATION 'R b.5": OF6311 2" NOTES: N.T.S. g On a radius hold 6" at the e .•e 1. No joints are allowed in the flowline. Six inch wide curb or"dummy joint" may be tooled no closer than 6 inches Retaining < . . Curb LL corners of the truncated d:e A 0.13" a from flow line as shown. (Optional) o 2'-0"(min) dome warning. g" d ° e° e ro 7" m Detectable Warning 6° e4. °4 . •• 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or%4" per foot. d ° X 1/4" per ft. a C\, ♦ 3. Joint pattern to be according to intersection gutter detail'or as determined by the local entity. N M I 1:50 see note 2 0 r t I ♦ • ed v e d e. LL ° 4 A ROLL-OVER 4. Wood float finish is required over the sloped surface of ramp and flares. 6 Icy I •d LOVELAN D 5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. SECTION A-A NOTES: 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material 1. T = Concrete thickness, 6" minimum for entire ramp area. to be approved by local engineer 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 7. T - Concrete thickness, 6" minimum for entire ramp area. 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. TST, INC. 6. Standard Curb and Gutter Section , See Standard Drawing 701. NOT TO SCALE NOT TO SCALE CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 ACCESS RAMP DETAILS CURB AND GUTTER DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK Phone: 970.226.0557 JOB NO. LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING 1230.0009.00 URBAN AREA DRAWINGS URBAN AREA DRAWINGS URBAN AREA DRAWINGS SCALE STREET STANDARDS DATE: 02/17/15 1603 STREET STANDARDS DATE: 03/01/02 '701 STREET STANDARDS DATE: 08/01/21 1606 NTS DATE SEPTEMBER 2024 SHEET 224 of 224