The URL can be used to link to this page

Home My WebLink AboutMONTAVA - PHASE D INFRASTRUCTURE - BDR240010 - SUBMITTAL DOCUMENTS - ROUND 2 - Utility Plans Z UTILITY PLANS FOR ONTAVA SUBDIVISION PHASE D INFRASTRUCTURE a_ Z o' O CO co A REPLAT OF TRACTS NN AND 00 OF MONTAVA PHASE D AND A PORTION OF SECTION 32 AND SECTION 33, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. w NOVEMBER 6, 2024 Q 0 E1�11 DRAWN BRB INDEX TO PLANS CHECKED DAP COVER SHEET 1 DESIGNED BRB MEMO IMEMM FILENAME Ell RICHARDS LAKE RD LEGEND 2 0009_Cover_Infra [�j ®® II®® RODE T GENERAL NOTES 3_4 �POO.��c ® REMIM 1MMN LOCATION DEMOLITION AND EXISTING CONDITIONS PLAN 5 ��P 0� MMMMM®® o OVERALL GRADING PLAN 6 �o� •....•••'�� TONAL E� c� GRADING PLAN 7-10 z DUTCH ROUNDABOUT AND FIDDLE GRADING 11 -13 0 ® � LJ�( I INITIAL EROSION CONTROL PLAN 14-16 MOUNTAIN VISTA DR 0 INTERIM EROSION CONTROL PLAN 17-19 FINAL EROSION CONTROL PLAN 20-22 z OVERALL UTILITY PLAN 23 LLI m IxZ �® ® UTILITY PLAN 24-28 p ® ® FIRE HYDRANT PLAN 29-30 Cl) V D ® > w ® ® SANITARY SEWER PLAN & PROFILES 31 p W VINE�DR CERTIFICATION STATEMENT T WATER PLAN 8c PROFILES 32 33 p Q COHEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT CO LL I � VINOT TO SCALE CINITY MAP STORM PLAN & PROFILES 34-38 COLLINS AND STATE OF COLORADO STANDARDS AND STATUES, RESPECTIVELY; AND Q W THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, > Z > STREET PLAN & PROFILES 39-47 AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. Q p O DEVELOPER V MONTAVA CONSTRUCTION & DEVELOPMENT, INC. DUTCH ROUNDABOUT & FIDDLE PLAN & PROFILE 48-50 INDEMNIFICATION STATEMENT z W 430 N. COLLEGE AVE, SUITE 410 O co FORT COLLINS, CO 80524 THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE Q (512)-507-5570 CROSS SECTIONS 51 -54 REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE _ LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS INTERSECTION DETAILS 55 OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT ENGINEERING SURVEYING QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL TST, INC. CONSULTING ENGINEERS MAJESTIC SURVEYING, LLC ROUNDABOUT HCP 56-57 RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN 748 WHALERS WAY, SUITE 200 1111 DIAMOND VALLEY DR, SUITE 104 THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. FORT COLLINS, CO 80525 WINDSOR, CO 80550 FIDDLE DESIGN FAST PATHS 58 (970)-226-0557 (970) 833-5698 BASIS OF BEARING STATEMENT SIGHT DISTANCE EXHIBIT 59 THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, PROJECT DATUM: NAVD88 SIGNAGE AND STRIPING 60-61 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 BENCHMARK #1 : CITY OF FORT COLLINS VERTICAL CONTROL 36-01 . A 3 X" BRASS CAPPED MONUMENT IN OLD AN 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A 2-1 /2" MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. .5 MILES NORTH OF EAST MOUNTAIN VISTA DR. DRAINAGE PLAN 62 ALUMINUM CAP MARKER L.S. 17497 IN A RANGE BOX. ON THE 1 /4 CORNER MONUMENT. ELEVATION: 5006.60' CONSTRUCTION DETAILS 63-69 City of Fort Collins, Colorado UTILITY PLAN APPROVAL BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01 . A 2" ALUMINUM DISK ON THE EAST END OF BOXELDER SANITATION DISTRICT A HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND LANDSCAPE PLANS 70-72 UTILITY PLAN REVIEW APPROVED: TST, INC. 200 FEET EAST OF THOREAU DRIVE. City Engineer, Approved Sheets Date CONSULTING ENGINEERS ELEVATION: 5026.59 HYDORZONE PLAN 73 REVIEWED BY: APPROVED: Sute8200aler Fort Way DISTRICT MANAGER DATE Water&Wastewater Utility, Approved Sheets Date Colorado 80525 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE Phone: 970.226.0557 USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IRRIGATION PLANS 74-76 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER APPROVED: JOB NO. 1230.0009.00 IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. Stormwater Utility, Approved Sheets Date IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) � SCALE IS REQUIRED FOR ANY PURPOSE THE EAST LARIMER COUNTY WATER DISTRICT APPROVED: N/A FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = UTILITY PLAN REVIEW Park Planning and Development, Approved Sheets Date DATE NAVD88 DATUM — 3.18'. APPROVED: NOVEMBER 6, 2024 REVIEWED BY: MNERAL MANAGER Traffic Operations, Approved Sheets Date SHEET APPROVED: 1 of 76 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER Environmental Planner, Approved Sheets Date IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF DESIGN. LEGEND ABBREVIATIONS EXISTING 1' CONTOUR / �4927` _ AC-FT ACRE FEET EXISTING 5' CONTOUR / `�925� / ASSY. ASSEMBLY 84.0' ROW (MIN.) �9 PROPOSED 1' CONTOUR BO BLOW OFF 2�� 6.0' 6.0' BLVD BOULEVARD o WALK 31.0' ROADWAY WALK PROPOSED 5' CONTOUR 4925� (n a_ (MIN). 7,0' 13.0' 13.0' 7.0' (MIN). BVC BEGIN VERTICAL CURVE o U BIKE PKWY. (MIN.) PKWY. (MIN.) BIKE EXISTING RIGHT-OF-WAY - - w LANE 10.5 10.0 10.5 LANE DIA DIAMETER 5 TRAVEL CENTER TRAVEL PROPOSED RIGHT-OF-WAY - - EXISTING EASEMENT EAE EMERGENCY ACCESS EASEMENT _ T PROPOSED EASEMENT - - - - - - - - - ESMT EASEMENT ARTERIAL 2-LANE EXISTING FIRE HYDRANT 01�_W EVC END VERTICAL CURVE kT8 EX. EXISTING w GIDDINGS ROAD PROPOSED FIRE HYDRANT Q EXISTING ELECTRIC —E E FES FLARED END SECTION PROPOSED ELECTRIC —E E FG FINISHED GRADE m 80' ROW (MIN.) EXISTING GAS —G G FH FIRE HYDRANT DRAWN BRB PROPOSED GAS G G FL FLOW LINE 10' PKWY , 10' PKWY CHECKED 5' 6' MID.) 38 ROADWAY (MIN.) 6' 5' EXISTING IRRIGATION 1 FS FINISHED SURFACE DAP WALK BIKE 8' 8' BIKE WALK DESIGNED (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) PROPOSED IRRIGATION 1 04 GTV GATE VALE BRB TRAVEL TRAVEL~ HDPE HIGH DENSITY POLYETHYLENE PIPE FILENAME PROPOSED IRRIGATION SERVICE 0009 Cover Infra EXISTING SANITARY SEWER SS 0 HP HIGH POINT IN INCH ��PDO L/� MINOR COLLECTOR SECTION 1 PROPOSED SANITARY SEWER • RTAL MAPLE HILL DRIVE PROPOSED SANITARY SERVICE cn INV INVERT (SOUTH OF TIMBERLINE INTERSECTION) EXISTING STORM LINE L LEFT Q�Ip�C, PROPOSED STORM LINE W/MANHOLE LF LINEAR FEET LP LOW POINT TONAL E 80' ROW (MIN.) EXISTING WATER W/ VALVE W W 8' PKWY 8' PKWY M H MANHOLE 7� MID.) (MIN.) 7' PROPOSED WATER W/ VALVE WALK 38' ROADWAY WALK MIN MINIMUM (MIN.) 6' 6' (MIN.) PROPOSED WATER SERVICE BIKE 8' 8' BIKE MRJ MECHANICALLY RESTRAINED JOINT (MIN.) PARKING 11' 11' PARKING (MIN.) EXISTING UTILITY PEDESTAL/VAULT EO FO TO ~~� NTS NOT TO SCALE TRAVEL TRAVEL EXISTING TELEPHONE —T T PC POINT OF CURVATURE EXISTING FIBER OPTIC FO PCR POINT OF CURVE RETURN MINOR COLLECTOR SECTION 2 EXISTING CABLE TV TV KT.s PI POINT OF INTERSECTION MAPLE HILL DRIVE (NORTH OF TIMBERLINE EXISTING OVERHEAD ELECTRIC OHE ROAD) AND TIMBERLINE ROAD PRC POINT OF REVERSE CURVE PROPOSED FLOW ARROW W PROP. PROPOSED TOP OF FOUNDATION ELEVATION TOF=51.13 PT POINT OF TANGENCY Z 51' ROW (MIN.) FINISHED GRADE F.G.=50.63 O 6.5' PKWY 6.5' PKWY A A PVC POLY VINYL CHLORIDE (PIPE) 0 (TYP.) (MIN.) PROPOSED SWALE CROSS-SECTION PKG PARKING 5' 28' ROADWAY LWAOLK ' WALK 8v PKWY PARKWAY (MIN.) 10. 10, PARKING PROPOSED THRUST BLOCK R RADIUS TRAVEL TRAVEL PROPOSED STORM INLET o o W co z ❑ RD ROAD � Q Z PROPOSED SEDIMENT CONTROL LOG ® IxW ROW RIGHT OF WAY co RESIDENTIAL LOCAL PROPOSED CURB INLET PROTECTION U. W KTa PROPOSED RIPRAP PAD S SLOPE Q Z J MIDDLE FARM WAY 0 PROPOSED VEHICLE TRACKING SF SQUARE FEET Q CONTROL PAD SS SANITARY SEWER F_ PROPOSED SILT FENCE SILT Z W ST STREET O 72' ROW (MIN.) DRAINAGE BASIN x STA. STATION Q 7' PKWY co 7(MIN.) X = AREA, ACRES AB-C (TYP•) AB-C = BASIN NUMBER Y ST-X STORM SEWER 5' g' 36' ROADWAY 6• 5' Y = BASIN % IMPERVIOUS 0. WALK BIKE 8' 8' BIKE WALK TB THRUST BLOCK (MIN.) (MIN.) PARKING 101 10, PARKING (MIN.) (MIN.) TRAVEL TRAVEL PROPOSED DRAINAGE DESIGN POINT TOF TOP OF FOUNDATION PROPOSED STORM DESIGN POINT TOP TOP OF PIPE0 TRM TURF REINFORCEMENT MAT CONNECTOR LOCAL W/ BIKE LANES PROPOSED BASIN BOUNDARY ■ m m m m m ■ KTa TYP. TYPICAL FLINT HILL DRIVE PROPOSED LIMITS-OF-DISTURBANCE Iwo EXISTING SIGN W/ WITH PROPOSED SIGN WL WATER LINE VC VERTICAL CURVE PROPOSED CONCRETE SURFACE ° ° ° a PROPOSED PAVER SURFACE (ABOVE SYMBOLS ARE NOT TO SCALE) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N/A DATE NOVEMBER 6, 2024 SHEET 2 of 76 A, GENERAL NOTES 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE ENCOUNTERED AT PIPELINE GRADE 1-1/2"UNIFORMLY GRADED WASHED ROCK SHALL BE USED FOR STABILIZATION. FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE BEDDING MATERIAL SHALL BE PLACED AND COMPACTED UNDER AND AROUND SIDES OF THE PIPE. PLACE BEDDING 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE IN SUCH A MANNER AS TO PROVIDE SOLID, UNIFORM BEARING SURFACE FOR FULL LENGTH OF BARREL. MINIMUM STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. 30"INITIAL LIFT ABOVE PIPE BEFORE OTHER THAN HAND COMPACTION EQUIPMENT IS TO BE USED. NOTE MAXIMUM APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. 'PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT TRENCH WIDTH DETAIL SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK EXCAVATING AND TRENCHING. SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR 12. BACKFlLL• BACKFlWNG OF TRENCH SHALL BE PERFORMED AS SOON AS PRACTICAL, SUBSEQUENT TO INSPECTION 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE AND APPROVAL BACKFIWNG OF ACCEPTABLE MATERIAL SHALL NOT BE PLACED IN LIFTS OF GREATER THAN ONE 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY NOTIFIED AT LEAST 24 HOURS PRIOR TO THE 'PROOF ROLL." ALL 'PROOF ROLLS" SHALL BE PREFORMED IN THE (1) FOOT. BACKFILL SHALL BE COMPACTED TO 95X OF OPTIMUM DENSITY IN ROADWAY AND RESIDENTIAL AREAS UNLESS SPECIFICALLY STATED OTHERWISE. CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PRESENCE OF AN INSPECTOR. AND 9OX IN ALL OFF-SITE EASEMENT AREAS UNLESS OTHERWISE NOTED. COMPACTION TESTING OF BEDDING AND o PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. BACK FILL SHALL BE AT LEAST FIVE TESTS PER 1,000 FEET AND AT VARYING DEPTHS AND LOCATIONS IN 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE Q.TRAFFIC SMINO AND PAVEMENT MAFIIONO OONSTRUOTION NOTES ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE AUTHORITY OR AS REQUIRED IN PROJECT SPECIFIC z x DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE SPECIFICATIONS. O U REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL 5 o SHOWN IN THESE PLANS. OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 13. CONCRETE: ALL CONCRETE CONSTRUCTION SHALL BE COMPLETED UTILIZING 3,000 PSI AT TWENTY-EIGHT (28) DAYS 5; SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE OR EQUAL CONCRETE. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM SIGN AS NEEDED. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEERS WORK, FOR ANY ERRORS AND THERMO-PLASTIC. 14. PAVEMENT OR OTHER REPAIRS: IN EVENT THAT ASPHALT OR CONCRETE PAVEMENT, SIDEWALKS, STORM SEWERS, OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING WATERLINE OR ANY OTHER PUBLIC OR PRIVATELY OWNED PROPERTY IS DAMAGED OR REQUIRES RECONSTRUCTION NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENTS LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS DUE TO THE WORK, REPAIRS OR REPLACEMENT WILL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO OTHERWISE SPECIFlED IN MUTCD. LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED APPROPRIATE GOVERNING AUTHORITY. PRIVATE PROPERTY WILL BE RETURNED TO ITS ORIGINAL CONDITION OR AS ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH AND FROM THE DEVELOPMENT. AUGUST 1, 2021 PAGE E-2-5 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS CLOSE TO ORIGINAL CONDITION AS REASONABLY POSSIBLE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. Li 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 15. SERVICE TAPS ON EXISTING LINES: ALL TAPS MADE ON EXISTING LINES SHALL BE COMPLETED AT DEVELOPERS 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER 'DRY" LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS AUTHORIZED CONTRACTOR WITH NO EXCEPTION. o UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 5. ALL LANE LINES SHALL BE LATEX PAINT. DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 16. INSPECTION: CONSTRUCTION SHALL CONFORM TO DISTRICT STANDARDS AND SPECIFICATIONS OR PROJECT SPECIFIC 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE SPECIFICATIONS AT ALL TIMES. THE DISTRICT SHALL INSPECT THE CONSTRUCTION AS NECESSARY AND SHALL m 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE OBSERVE ALL LINE TESTING. THE DISTRICT SHALL HAVE THE AUTHORITY TO ASCERTAIN THAT ALL CONSTRUCTION OF ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION REQUIREMENTS AS SET FORTH IN. DRAWN OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE BRB DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE 17. TESTING: ALL LINES SHALL BE PRESSURE TESTED AND FLUSHED BY THE CONTRACTOR IN ACCORDANCE WITH DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE STANDARDS. DISTRICT STANDARDS AND SPECIFICATIONS AND UNDER THE DISTRICTS SUPERVISION. UPON PASSING, COPIES OF CHECKED 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFlCAT10N CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT AS-BUILT RECORD DRAWINGS. ALL PASSING TEST RESULTS INCLUDING SOILS COMPACTION IN THE AREA OF SEWER MAIN CONSTRUCTION SHALL BE DAP LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY 8. LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND PROVIDED TO THE DISTRICT. LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH /IRRIGATION COMPANY) ARE TO BE 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) BRIDGE CONSTRUCTION. DESIGNED LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION 18. ACCEPTANCE: UPON COMPLETION OF ALL UTILITY CONSTRUCTION (SEWER AND OTHER) AND FULFILLMENT OF ALL BRB PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE AGREEMENTS NEEDED FOR THE JOB. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. DISTRICT REQUIREMENTS, PRELIMINARY ACCEPTANCE OF NEW SEWER SYSTEM IMPROVEMENTS WILL OCCUR IN FILENAME ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. ACCORDANCE WITH DISTRICTS ACCEPTANCE PROCEDURE. 0009_Cover_Infra 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND 19. WARRANTY: THE CONTRACTOR SHALL WARRANT THE MATERIALS, INSTALLATION, WORKMANSHIP AND SURFACE COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. THE LOCAL ENTITY ENGINEER IMMEDIATELY. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING THIS WARRANTY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR PERIOD THE DEVELOPER SHALL PROMPTLY REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE WORK AREA. AT �p,DO L/c 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS WARRANTY PERIOD WILL BEGIN. THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD THE DISTRICT WILL MAKE A FIELD INSPECTION. UPON U�Q•.•' E•' O�P�, G� THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFlCATION(S) MUST BE KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITYS INSPECTOR AT ALL TIMES. UPON SATISFACTORY CORRECTION OF ANY DEFICIENCIES NOTED THE DISTRICT WOULD MAKE FINAL ACCEPTANCE OF THE cc�� APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND LINES AND WORK. THE LINES AND THE APPURTENANCES SHALL THEN BECOME THE SOLE PROPERTY AND :• PQQ,��G� ENGINEER. UTILITIES. RESPONSIBILITY OF BOXELDER SANITATION DISTRICT. 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 20. DRAWINGS OF RECORD AND TOTAL COSTS: WITHIN 90 DAYS OF PRELIMINARY ACCEPTANCE OF THE NEW FACILITIES, OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE THE DISTRICT SHALL BE PROVIDED WITH ACCEPTABLE DRAWINGS OF RECORD OF THE COMPLETE SYSTEM CONSISTING �O •....••' G� ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. AS FOLLOWS: 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO OF TWO SETS OF FILL SIZE REPRODUCED PRINTS, TWO SETS OF %-SIZE REPRODUCED PRINTS, ONE SET OF 6 MIL TONAL E� INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL DOUBLE MATTED REPRODUCIBLE MYLARS AND ONE COMPLETE DIGITAL FILE EQUIVALENT (SOFTWARE AND VERSION TO 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL PROJECT DATUM: NAVD88 SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION BE CONFIRMED AT TIME OF DELIVERY). WRITTEN CONFIRMATION OF THE TOTAL COST OF ALL SEWER SYSTEM THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFlCAT10N SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND IMPROVEMENTS SHALL ALSO BE SUBMITTED WITH THE DRAWINGS OF RECORD. TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION BENCHMARK #1: CITY OF FORT COLLINS VERTICAL CONTROL 36-01. A 3 Y" BRASS CAPPED MONUMENT IN OLD STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. .5 MILES NORTH OF EAST MOUNTAIN VISTA DR. (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). ON THE 1/4 CORNER MONUMENT. 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL ELEVATION: 5006.60' 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO CONTROL DEVICES, FOR ADDITIONAL DETAIL INSTALLATION OF THE WATER LINES AND DRY UTILITIES. BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01. A 2" ALUMINUM DISK ON THE EAST END OF A HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND 200 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DELINEATORS IN CONSTRUCTION 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE FEET EAST OF THOREAU DRIVE. AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. ELEVATION: 5026.59 17. NO 'RESET"ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWAIERING IS REQUIRED IN PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. 18. ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WATERS OF THE UNITED STATES. WITH THE LCUASS CRITERIA. LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE AUGUST 1, 2021 PAGE E-2-6 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT GOWNS 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), NAVD88 DATUM - 3.18'. D. THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 1 � 1 BASIS OF BEARING STATEMENT: THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR S89.5758"E A DISTANCE OF 2639.84 LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE FEET, BEING MONUMENTED ON THE WEST BY AN 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A THE PROPERTY OWNER(S). Z PROPERTY OWNER(S). 2-1/2" ALUMINUM CAP MARKER L.S. 17497 IN A RANGE BOX. O D 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "FINAL DRAINAGE REPORT FOR 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE", DATED NOVEMBER 6, 2024 BY TST, INC. CONSULTING BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. ENGINEERS SHALL BE FOLLOWED AND IMPLEMENTED. CO 0 CO CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, D W THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPERS EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO Q O DEVELOPMENT AGREEMENT. COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS co z 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL THE DEVELOPMENT AGREEMENT. jr J DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH co ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE 4. SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL -APPENDIX F CONSTRUCTION CONTROL MEASURES L DEVELOPMENT. EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. Ix WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, 19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "FINAL DRAINAGE REPORT FOR MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL E BOXELM SMffATM DWrFWr OONSTFRIOTM NOTM > . W MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE" NOVEMBER 6, 2024, BY TST, INC. CONSULTING ENGINEERS SHALL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. < Q Z BE FOLLOWED AND IMPLEMENTED. THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT 'STANDARD CONSTRUCTION SPECIFICATION FOR 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR SEWER MAINS"AS ADOPTED BY THE BOXELDER SANITATION DISTRICT (DISTRICT) AND IS TO BE CONSIDERED AS SUCH. LU 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY IN THE EVENT OF ANY QUESTION THE FULL DOCUMENT SHALL TAKE PRECEDENCE. Z W PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH THESE PLANS. O TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 1. EXISTING UTILITY LOCATES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE FIELD LOCATES co 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL 'T"INTERSECTIONS. OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE ALL AFFECTED UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. IN THE EVENT OF DAMAGE TO ANY EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE EXISTING UTILITY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE UTILITY INVOLVED AND UNLESS MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS AUTHORIZED IN WRITING BY THE OWNER OF THE SUBJECT UTILITY, SHALL NOT ATTEMPT TO MAKE REPAIRS. THE THE LOCAL ENTITY STREET INSPECTOR. FROM THE DATE OF ACCEPTANCE. COST OF REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0. 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT 2. DISTRICT OWNED EASEMENT PICTURES: CONTRACTOR TO PROVIDE SEQUENTIAL DIGITAL PICTURES SPACED AT NO PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES. MORE THAN 300 FEET DETAILING CONDITIONS OF THE OFF-SITE BOXELDER OWNED EASEMENT CONDITIONS AND ANY STRUCTURES THAT COULD BE AFFECTED, TO THE DISTRICT AND THE PROPERTY OWNER PRIOR TO THE START OF 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES 48. APPROVED VARIANCES FOR THE PROJECT ARE LISTED AS FOLLOWS: ANY OFF-SITE WORK THESE PICTURES SHALL INCLUDE ALL EXISTING FENCE, DITCHES, DITCH STRUCTURES, OUT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING - DESIGN SPEED REDUCTION BUILDINGS, WATER TROUGHS, TREES AND ALL OTHER LANDSCAPING. PICTURES ARE TO BE PLACED AT NO MORE INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS - - ROADWAY CROSS SECTIONS & UTILITY EASEMENT THAN FOUR (4) PICTURES ON A 11X8 SHEET OF PHOTO PAPER INSERTED INTO TRANSPARENT SLEEVES AND 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR DELIVERED WITH THE DRAWINGS OF RECORD IN A THREE (3) RING BINDER. CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER OL PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE 3. PROTECTION OF PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION FROM DAMAGE OF ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE. SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 4. SAFETY: ALL SEWER MAIN INSTALLATION WITHIN THE DISTRICT SHALL BE SUBJECT TO CURRENT (OCCUPATIONAL 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT OF-WAY AFTER 2• A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO SAFETY AND HEATH ASSOCIATION (OSHA) AND THE COLORADO SAFETY ASSOCIATION, (CSA) SAFETY REQUIREMENTS. RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH CONTRACTOR SHALL ALSO COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS SET FORTH BY CITY, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL COUNTY, STATE AND FEDERAL AGENCIES HAVING APPLICABLE AUTHORITY. THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENIITYS DEFAULT PAVEMENT 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM 5. START OF CONSTRUCTION: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR DESIGN REVIEW OF THE DISTRICT. THE THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR TESTING TO ALLOW FOR PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN SCHEDULING. A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE GOWNS. 6. ROAD EXCAVATION PERMITS: IN EVENT THAT STATE, COUNTY OR CITY ROAD EXCAVATION PERMIT(S) ARE REQUIRED, FINAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD PERMITS WHICH MAY BE REQUIRED. 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED 7. OTHER PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWIINE AT ALL INTERSECTIONS, INLETS, AND OTHER THE LOCAL ENTITY ENGINEER. CONSTRUCTION. LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER 5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR TST, INC. TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 8. REVISIONS: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE GIVEN. ALL REQUESTS FOR FIELD REVISION CONSULTING ENGINEERS DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION SHALL BE MADE IN WRITING ACCOMPANIED BY PROPOSED CHANGE INDICATED ON COPY OF THE APPROVED DESIGN 748 Whalers Way OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO DRAWINGS. ANY FIELD REVISION APPROVED AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE Suite 200 Fort Collins OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE DRAWINGS OF RECORD. Colorado 80525 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH Phone: 970.226.0557 PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING 9. MATERIALS: PLASTIC PIPE -ALL GRAVITY SANITARY SEWER PIPING SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS JOB NO. G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY OTHERWISE NOTED ON THE APPROVED DRAWINGS. PIPE 15"AND SMALLER SHALL CONFORM TO ASTM D3034, TYPE 1230.0009.00 EXCEPT C / ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. PSM, AND SDR 35. PIPE 18"AND LARGER SHALL CONFORM TO ASTM F679. ALL FITTINGS SHALL BE (PVC) UNLESS SCALE 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN OTHERWISE NOTED. NSA SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL 10. PIPE COVER: A MINIMUM COVER OF 3-1/2 FEET OF COVER SHALL BE MAINTAINED THROUGHOUT THE SEWER LINE DATE Pam• AND SERVICE LINE INSTALLATION. NOVEMBER 6, 2024 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY SHEET WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 9 INCH DEEP OR 5 FEET 11. BEDDING: ALL SEWER MAIN INSTALLATION SHALL INCLUDE BEDDING. BEDDING SHALL BE r WASHED ROCK FORCE AT THE TIME OF FINAL PLAT APPROVAL LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. UNIFORMLY GRADED AND COMPACTED. REFER TO FORCE MAIN DESIGN FOR FORCE MAIN BEDDING REQUIREMENTS. 3 TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO 14 OF PIPE DIAMETER (MIN. 4'). of 76 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BELL DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT UNSTABLE TRENCH CONDITIONS ARE F. EAST LARIMER OOLKEY WATER DWRIVE QENERAL NaMS 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 SPECIFICATIONS 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 CONSTRUCTION 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 DOCUMENTATION 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 LEANED UP IMMEDIATELY. APPURTENANCES. 1HE 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, � w 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. 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 a:� 22. WARRANTY: THE OWNER SHALL WARRANT ALL WORK ASSOCIATED WITH THE WATERLINE TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. SEWER LINES WILL BE LEANED 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. Li SET FORTH BY ANY LOCAL, CITY, COUNTY, STATE OR FEDERAL AGENCY HAVING APPLICABLE AUTHORITY. Q 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 TIME 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 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 TACKIFlCATTON. FILENAME 7. PERMITS: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH MAY BE APPLICABLE TO THIS PROJECT. 0009_Cover_Infra 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 TACKIFlER. 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 I 0 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 V", 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 UNTIL TEMPORARY SEEDING OR NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED PQQ ��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.9. MATERIALS OF CONSTRUCTION: PLEASE CONTACT erosionOfcgov.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� *0 THROUGH 12-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATTON 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 (70R) VEGETATIVE COVER .....••'•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 TONAL 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 BASS 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 STABIUZA71ON IS ACHIEVED. D. MATERIALS AND INSTALLATION: ALL MATERIALS INSTALLED SHALL BE NEW AND FREE OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. COLLEC110N 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 TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION 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 1 1 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 LU 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. 1HESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE O H. FIRE HYDRANTS: HYDRANTS SHALL CONFORM TO AWWA STANDARD C50Z 1" SQUARE UPON REQUEST BY 1HE 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. CENTURION WITH EPDXY COATED SHOE OR AMERICAN FLO CONTROL WATEROUS PACER WB 67-25OX WITH 9. ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN CO 0 CO 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 D W 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 cr 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, Q O SHALL BE POLY-WRAPPED WITH 8-MIL THICK POLYETHYLENE PLASTIC WRAP, DOUBLE LAYERED, EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. AND ENDS SECURELY TAPED PRIOR TO BACKF1U_ 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 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. jr 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 co 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, Ix 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 < in Z SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND 11. BACKFILL: BACKFILL 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 W ♦R COMPACTED BACKFlLL 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 COMPACTION 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. co ROADWAY AREAS OR PER ROAD AUTHORITYS REQUIREMENTS, AND 90Z IN FIELDS OR NON-ROAD BY OTHERS. LOCATIONS. BACKFlLL 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 LOCATIONS 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 FlF1Y (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 0. 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 CONSTRUC110N AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST CONDI110NS 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 FlF1Y (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 DISTRICT'S 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. 020 TST� INC. THE WORK, EXCAVATION, BEDDING, BACKFlLL. TESTING AND ALL CONSTRUCTION METHODS AND MEASURES'DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE 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 44. 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 CURING SHALL PREVENT MATERIAL FROM LEAVING THE 748 Whalers Way IMMEDIATE SITE AND COLLECTED. THESE CURING 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 WITH 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 SCALE 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 N/A 19. PRELIMINARY ACCEPTANCE: PRELIMINARY ACCEPTANCE SHALL BE ISSUED TO THE OWNER IMMEDIATE CONSTRUCTION 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 CONSTRUC110N SIZE FREE OF UTTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. NOVEMBER 6, 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, VERIFICATION OF PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS 46. SANITARY FACIUTIES 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 �f �� 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 SPECIFICS, THE DISTRICT WILL ISSUE PRELIMINARY ACCEPTANCE. TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE X ~� I I II \� I � EX. OVERHEAD ELECTRIC TO BE / UNDERGROUND ALONG WEST SIDE OF _I, II GIDDINGS ROAD FROM MOUNTAIN VISTA I I 1 \ \ LA I� I DRIVE TO RICHARDS LAKE ROAD. \/ \ \ o X� J CONTRACTOR TO COORDINATE WITH \X x I r UTILITY PROVIDER. I I \ \ o U IL I I U) \ DEPENDING UPON TIMING OF CONSTRUCTION ` \ \ X F BETWEEN CORE SET AND INFRASTRUCTURE SET, II \ � � I F-1 I �FIRE HYDRANT AND NON—POT PLUG I <CD \ CONSTRUCTED NTH PHASE D CORE SET MAY z, L I I E ] NEED TO BE REMOVED AND RELOCATED. I o I \ ) x • .• • \♦ z I \ \\ hj I �♦ DEPENDING UPON 11MING OF I ��` ` \ X I� �-1 ,�/ \� CONSTRUCTION BETWEEN CORE SET I \� \\ AND INFRASTRUCTURE SET, PORTIONS 11 ��\ 'Ix m OF C&G, ASPHALT, AND CONCRETE \ E_� I I ti. ,9 �� \�� WALK MAY NEED TO BE DEMOLISHED. \\ DRAWN BRB X r I �J �Q� ^, DEPENDING UPON TIMING OF L� F _ CONSTRUCTION BETWEEN CORE CHECKED E� `�� 'ryy �� _ SET AND INFRASTRUCTURE I \�� \\ DAP • ] SET, PORTIONS OF C&G AND I DEMOLITION OF GIDDINGS ROAD NORTH OF \ \ DESIGNED II �� Fp r ASPHALT MAY NEED TO BE FIDDLE INTERSECTION DEPENDENT UPON �� \ BRB DEMOLISHED. I I TIMING OF CONSTRUCTION OF THESE PLANS. \\� \\ II • •. .. .• • '! ) I I �' I FINAL DEMO DETAILS TO BE PROVIDED WITH \\ FILENAME L\ �� . •. : O,L� ; NEXT SUBMITTAL ONCE FIDDLE DESIGN HAS \ 0009_Demo_Infra I 9 , / BEEN ACCEPTED BY THE CITY. \ 4 O\ EX. METER PIT TO �� \\ �pp0 L/c •..... h \ ♦ -0 BE RELOCATED \ •'' RE �P� J\ I f 9s� \ ��A�\,� CEO i APPROXIMATELY 1,200 L.F. OF EX. 2" \\ c�.: QQ�0��0� ' �J r :�' Q c� F � �' \ � P Ste . _ _x I ( I I �� p� ti . �, p I — — WATER SERVICE TO BE RELOCATED \ \ Q O GpC� •�� _ — • ss ss • ss ss • ss ss %� � � �-1 S/4NAL ECG w I �F �I �! \ - i LEGEND = i Q� APPROXIMATE IMPROVEMENT BOUNDARY LINE BETWEEN CORE — — — — �„ SET AND INFRASTRUCTURE SET w U' I I `n DEPENDING UPON TIMING OF CONSTRUCTION RELOCATION / IMPROVEMENTS TO EXISTING BETWEEN CORE SET AND INFRASTRUCTURE i _ 'r 1 LIGHT & POWER ELECTRIC LINE TO BE NOTE III SET, TEMPORARY TURNAROUND MAY NEED � ' v ; \ ; COORDINATED PRIOR TO NEXT SUBMITTAL. IN THE EVENT THAT THE INFRASTRUCTURE IMPROVEMENTS o I TO BE REMOVED. 1 ARE NOT READY TO BE CONSTRUCTED PRIOR TO CORE Cf' I \ 1 SET IMPROVEMENTS, PLAN WILL BE UPDATED/AMENDED 1 DEPENDING UPON TIMING OF CONSTRUC110N TO PROVIDE ADDITIONAL DEMOLITION DETAILS AS NEEDED. W �' ! 1 BETWEEN CORE SET AND INFRASTRUCTURE HOWEVER, AT THIS TIME THE INTENT WILL BE TO w l I 1 1 SET, FIRE HYDRANT, STORM PIPE AND CONSTRUCT THE INFRASTRUCTURE PLANS CONCURRENTLY can o I \ / P�� 1 1 i I OUTLET STRUCTURE CONSTRUCTED WITH WITH THE CORE. Z \ 1 PHASED CORE SET MAY NEED TO BE 0 \ REMOVED AND RELOCATED. Z J a. 0) Z 0 ONE GIDDINGS ROAD TO BE REBUILT TO ULTIMATES LL �0 I CONDITIONS. REMOVE AND REPLACE J APPROXIMATELY 92Cf) ,300 S.F. OF EX. ASPHALT. I \ Z 0 `o c ) I\ • I DEPENDING UPON 11MING OF CONSTRUCTION Z W W BETWEEN CORE SET AND INFRASTRUCTURE O 0 \ cn Q� SET, NORTH BIKE RAMP, BIKE SIGN, AND co \ \ `o I I POR11ONS OF ASPHALT PROPOSED WITH Q \ P� I �i CORE SET MAY NEED TO BE REMOVED. OOQ \ �' G \ Cn\ 11 � \ \ Cn I I I \ I EX. OVERHEAD ELECTRIC TO BE UNDERGROUND ALONG WEST SIDE OF cn \ \ GIDDINGS ROAD FROM MOUNTAIN VISTA I II I \ DRIVE TO RICHARDS LAKE ROAD. CONTRACTOR TO COORDINATE NTH I \ Lnn UTILITY PROVIDER. ID \ I \ \ \ I I TST, INC. \ S CONSULTING ENGINEERS 748 Whalers Way Suite\ Fort Collins Colorado 80525 S ^ Phone: 970.226.0557 S Ij I JOB NO. YYri--11 1230.0009.00 —SS T �� T —�� TL �� OHE COD OHE—SOH OHE-�OHE c:Eh 0HE 9HE SCALE 0 rt� a ELEC ,� MOUNTAIN VISTA DR_ 1" = 200' �— — vv w w w w w w MOUNTAIN VISTA DR _ , ELEC \ ( � ® • '�y� 200 0 200 400 DATNOVEMBER 6, 2024 scale 1"=200' feet SHEET F 5 of 76 Ljj LLI Il ,ram L -r DRAWN �-I I BRB LJ I ILi ( \` ( , \ �\ I I \�\✓// \ I \� \\ \ \� \\ CHECKED X II� �J I I • \ \,, \� /i j \ 1.. `\ \ \\ \ `� ~ / \ \ / �( \\\ \� \\\ \\ \ ` \ \ \ \ ` ' DAP I [�I� III. I \� ~ DESIGNED SHEET BRB \\\ \ \ \ I I FILENAME 0009_OVERALL GRADING-Infra .00 - �— �- � - l � � \ � \ � _ \". /� �� d � � � � \ \\ \\ \ � \ ��\ \ \ \\ vim;• p� p� S H E E T - \ l 4 1 \ �� \\\ �,o� ......•!•�;G� —— SSALI � �...- ,5, >. \\ ✓' \ \ -�\ \1 ANAL �. . - SHEET � 1 Uj 110 or dL CO = r \X \ \� = �� m/ !% S H E E T ? \ Q CO cc cc ## -Za � � � \ �- �' .�., '.\• � --•�, .III / O NN LL 61 --J � �� \ \ \ � \,\ \\\\ � � ss .,,.,u„ \ \ \�•� :: ,/ fl TST, INC. CONSULTING ENGINEERS _ 748 Whalers Way Suite 200 Fort Collin s ` Colorado 80525 Phone: 970.226.0557 JOB NO. = 1 ` \ \\ f''`•. -\ \ \ \� \ \ \ \\\\\\\�\\ ` 1 \ SS �- \ \4 ` ' . I I ( \ C 1230.0009.00 p ! \4 ••� \ \ \ \ \\ 1� \ �_, ! \ �I \ 1 SCALE » _ �`� a ! ti� \� �- o = �� OH 0H�� E —OHE�� OHE -z:e 1 200v —� ` •, A1��A; SATE `1A/ .�' _ _ _ _ _ _ 200 0 200 40o NOVEMBER 6, 2024 scale 1"-200' feet SHEET 6 of 76 o LLI — / LEI i = — �5011_ _ so0�,` — KEY MAP — 100 — \ 5�� N.T.S. —5010� i 5008 °° DRAWN ono- a •.V •8� �� / \ \ \ / / 9 / e / — — e BRB CHECKED y1( / DAP DESIGNED+ .. °� d ' BRB ' M t0 p' ! \ \ 7 — — — / FILENAME b \ � e .: . \ - \ \ 5� - / / 0009_Grading_Infra Cl8 f -- • -- 6.92 � . � Mg PL� h�h�`g�� : � " '5005— / ��:1 D . \\ • Q G C , • D: 7.05 VIA, 6.92 LEGEND p.. / 3 5008 a ''',�:° p� ►� •�j \ / °D.. g • A ` 4.0: / 50Q2 5004 \ \ -� .� '.b...'• A A' !<D • > p 5001 T T 5003_ , \ O. . D e•' ° .pe' , ° / ro • / / 5000T T �- ,-50p2_ — o ° _ ..Dq 505 ;..: EXISTING 5' CONTOUR — —5925 \ a • p ; FO p. D<; , 5921 50p1� \�-� ` \ \ r. . . _ >�° FORK DETq—� °..;. EXISTING 1 CONTOUR h \ :p .. E G % R72' I 5�0 \ \ \ \ \ �� °.'` .p <"� D` °. . SEE SH OVNDAeO U7 G • 1 " �,;.;` EXISTING RIGHT-OF-WAY - - — EET ow • /• �� / \ a-•� .. :, ' 1, a ..P •.. : . s �/��,� /� i i I \ 4a9s i�i \ - \ p e •p> °.•1'° D a ' ° : e °pD ` EXISTING STORM DRAIN 1 ,,. _.D I .:D p\,., .+� ,p Go ° .../ ; , / _ :� ,( ( ` \ \ , ;,e..; ► .. ".. 4 p ° ` EXISTING EASEMENT W PROPOSED EASEMENT W / � \✓' �<. ` \�� \\ 3, ' 99-1 4998—�— —�—� �. \ �, • ' ::..e . • D '.. 'p / ..s. P°. .• " PROPOSED RIGHT-OF-WAY \ D ^ .i• ./e.. p,. °".D. ep p e ''• e s . .. .`p e'' ; PROPOSED LOT LINE PROPOSED CENTERLINE � Z I TIE TO PHASED , — FUTURE NO. 8- — �� \\ �--I -� / > e/* <D. D A _ ° �� \ __ `_- -- ON CHANNEL \ I-- —/ "`y p _ 5921 Q CORE SET PLANS 1 � DIVERSION < ° ° � \� �' \ � .lr .-= PROPOSED 1' CONTOUR \ — D _� \ AS,RU ASE \ ram. , - - - - PROPOSED 5 CONTOUR 5925 C1URE \\\r sr m CIO / /l O / l I I / / /� \ N = �```\ \ ` \\\� $• �° ° r- '`� " -�•T3PROPOSED FLOW ARROW Q J \ \ \\ -� \ °., D .. e l .r. i x 5026.19 EL �,� / / / / / I �' \ \ -� \\ �. FINISHED GRADE ELEVATION Z l / 11 Z l � \\\ � /� ' ' — / PROPOSED STORM LINE W/MANHOLE Q Z 0 / / / / ' / / / I/ I ` �\• — / I PROPOSED RIPRAP PAD Q PROPOSED CONCRETE 80'M Row Z WONTAVpHASE PROPOSED SWALE . . . CO O A, 0. / ll r 1 1 I / 845 8.45 Vol �, , ; � / '� � , / �/ T / \ - -� � -,� , , � � � 8 /r / / / v _ �-� v — 8 's 8.15 � v TIE TO PHASED TST, CORE SET PLANS � \ \ \� � — INC. CONSULTING ENGINEERS 748 Whalers Way r Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 cos No. 1230.0009.00 Woo — — / / / / I/ —I / SCALE . / / 1 30 DATE ! / / 30 0 30 60 NOVEMBER 6, 2024 scale 1"=30' feet SHEET 7 of 76 / i I o F- CL 0 > w 5006 — -5008— — I Q - W,- - - , _ V � � KEY MAP N.T.S. — -5006 _ 1 ) I I y DRAWN BRB CHECKED DAP DESIGNED — / BRB — / FILENAME r / 5004 — — — — I� / / / / 0009_Grading_Infra �aQ� ,,...., RE tpp LEGEND \ —5003- o� EXISTING 5' CONTOUR — —5925 _ \ EXISTING 1' CONTOUR 5921 p° ♦ ' III...WL111 EXISTING RIGHT-OF-WAY — —— — — — - - - - - - _ _ D...:: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / — — — — . � - ' r D EXISTING STORM DRAIN i. .• PA. n° . . . . ,D . . '. — ..�' .. • '.• .. .:• ..�• ;. D: ° y'. D. 'a A. De ♦. ,.. . p_ Ds . � ^' :: °.D :. EXISTING EASEMENT e ,. .. s ..D� .•.: A. '.D :. :?: -'.-. .. D'.,c .r ' -..•,•. a ...P: :d • D' .a. •..; D• .'•. .g.. !e}.-"!.. '• �• °.: •;D ,,, .•. D.° >" ' PROPOSED EASEMENT - - - - - - - - - � - - - - - - - - - - - '-� - - - - - - -??� - - - - - - - - - - - - - - - - - - - - - ` �� DR '� I—I PROPOSED RIGHT-OF-WAY - - W W a - - - - - • ° �6�- •e� � - - - - - - - - - - - - ^-•�� - - - - o � NULL � � - �� 7�-�? �ti_�^�. ti� \ I ?'�i M P1"E y` PROPOSED LOT LINE — -- �3.04 03 MAPLE HILL DR N N TIE TO PHASE D N N / 3 Z - o < PROPOSED CENTERLINE O + 3.04� �, N CORE SET PLANS V N ,� / -? �ry �- Ill?� -N�--N �*�-? ,n \ ? ��'N - --" - - -N`� `.L�°► - - - - - - - - T T-� . :.;;.: •. PROPOSED 1' CONTOUR 5921 —7 a'�- rO - - - - - - -� -rorO- - ' T T PROPOSED 5' CONTOUR 5925 > Q ° ' . •.a ° p . . .•.p'�' a^'.� . ... i. �, 'ti :.ti.D F ..♦. � '•: .p •�. . �'D:. J • A,. : ., ....a � a' M' .. . D i.. . .,! ..p � � .D a '•i '� . ., co PROPOSED FLOW ARROW D e Y——. .�:•�:: � ;�T:: A.. � -D'. , .. .p♦ r 77 . p �1O _ ., D � � ° 1 •: s: 'p � .. •° a". 1. r. \ / _ 2'26 r - _ - _I FINISHED GRADE ELEVATION X 5026.19 W � �? — - - - - - - - - - - - _ - - - - - - 2.30 , ��,- - - - - - - - — — — — — — — — — — — - - � — - - - -� — - - - - - — - - --� T / I i 5000 tV34 rIre, 4999 PROPOSED STORM LINE W/MANHOLE 4998 ��, .1 1 5000 4999987 � 4998 PROPOSED RIPRAP PAD QZ4997 -4999--i 96 Z 0 49 7 _r --r4998- d. _ PROPOSED CONCRETE � Q �I 49s' _�� I -ti I i l � I - 1 ' I . I 1 1- 1 ,- -L r PROPOSED SWALE . . . ll �LI r -L A991 ° �- y ��'I� y —L y = I I I I I I L —4996 ✓ J— �-- ` Z W 4997 y �c y y i\/ 4� 9yg 5ooJ �. O C0 -' MONTAVA PHASE D J- ,ma ,9 INFRASTRUCTURE _ > M5000- 1 O N TA VA PHASE D _ I — 02 5 �- y ,`� oo _ _ INFRASTRUCTURE 50 _ 00¢ -- F s I �I Ir I�III � ��l�ir , �� TIE TO PHASE D I I I I I \ I I I I I I I 1 )� / !_ \ CORE SET PLANS I I I I II I I M ON TAVA PHASED I I I \ / �I I I ► III II II II 11 l II II I , I I II I I I I I . � -_ I I I I I I I l 1 / Mohr 1 � � � \ II I II 0 / / a vA P ll, , I 0 I I I I tigSE I l l I II \ o / I I I I I I 1 � � I , ` ` '\ ,' _, � r -'/" � / 'I -- - - - - - - �-- -- -- -- - - - - - -- - -- - -- - - -- - - -- - -- - =�- � TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fortrt CollinsCol Colorado Phone: 970.226.0557 — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — -- -- -T-- — -- — JOB NO. / - - - - - - - - - - - I , I 1230.0009.00 rl � l SCALE n 30 f / \� \' DATE 11f ---- \ i \ / �� ; 30 0 30 60 NOVEMBER 6, 2024 scale 1"=30' feet SHEET 8 of 76 SEE SHEET 8 00, TIE TO PHASED \ i // \� �,. / / /� /\ ,� / / ° / / q. / V6 0 \ CORE SET PLANS / / /A Ld / l_ /.� , / J l $� w / p° d OD \ �\ \� o 0 5.33 \, 6.0� 5.49 / 1, �' / $ � r /� / r a r l e KEY MAP 6.01 C m N.T.S. � � l / m 5.27 \M / ' / .. / : DRAWN Ui in VC BRB CHECKED DAP / - \ FUTURE NUMBER 8 DITCH a DIVERSION ERSION SWALE $ I I r I I J DESIGNED � BRB A. FILENAME / l ° I I 11 ° ' \ ;� \ 'I ;:: J \ I 30 0 3o so 0009_Grading_Infra \ \ j I �� \ :4. I / / !� f / scale 1"=30' feet RIC PROP. HEADWALL / �l — ' / e .a..p..s..° °...a ..•.. I / p' °�� .. '•fir` . • .. pa .. \ \� ' . . �'. °.. e° .° / / , :° ".f..'re• ° . � TRANSITION TO / _ / a �,. ,. . % I • EX. GIDDINGS I � 7 T� ,•.e: �L e ° s° .3 a y,s P.. °'. .Pe ....4 .. - °. \ — — — — — — — — — — — — — — — — — — — — — — — — _ - e !. 4 '�•.. \ — — — — — — — — — — — — — — — —� — — — — — — — — — — ' — —� p•>sal — — ° •-�.�'zT 'e < �� j\ 1 -�� .p. � V- +. • TY� \ — — — — — — — — — — — — — — — — — — — — — — — — a �1 All- - Q .P ° :'► s• i.� lam ► + e. • \L ° —F— e w° e ° ,- 5T_ • e .. .P a ► °. 'a •° :.n.'.<.� :.- .° NIK •e : ..p.,♦. :♦ .. .p., : ar :gip ' ;• ,♦ • f P ♦ e IL e \ •p < W i r° a — FOR FIDDLE GRADING SEE SHEETS 12-13 — — _ _ ♦' °.. p° . '°' V 6 spy ° M N GIDDINGS RD - - — _ _ ° D Ab- .{ ♦ e" _. g .. 007 ♦ Ai. ' I° .. A .,r. ,• ° . • 77. , ♦ _ . a .'°' '•♦.y,. °'� ! �'. ' { n e. Q.. .� �. '° . .,ae.' _e p .< ° >< ♦e: ° a _ — — — — — — / LL — — — — — — — — — — - — — — — — — — — \) DRAINAGE EASMENT101, co 4. /A PROP. HEADWAL LEGEND 0. � I 94.56 I St. I —5925 I / EXISTING 5' CONTOUR EXISTING 1' CONTOUR 5921 - - - - - - - - 5000- - - - - - - - - - - - — _ _ _ EXISTING RIGHT-OF-WAY — — M., I5004 / I I I I / EXISTING STORM DRAIN 995 ,� r ? 5�3 . . . . . 4995 5002!- / I I EXISTING EASEMENT z AR .y'S 4995 PROPOSED EASEMENT — — — —— — —— — / 5000 PROPOSED RIGHT—OF—WAY - - - - - - -� - - - - - - - - - - - — — — — — — — \ PROPOSED LOT LINE - - - / PROPOSED CENTERLINE PROPOSED 1' CONTOUR 5921 PROPOSED 5' CONTOUR 5925 FUTURE ROADWAY EXPANSION SHOWN FOR REFERENCE ONLY INC. CONS / PROPOSED FLOW ARROW TSN CONSULTING ENGINEERS 19 5026 x . 748 Whalers Way FINISHED GRADE ELEVATION Suite 200 Fort Collins Colorado 80525 / y$/ PROPOSED STORM LINE W/MANHOLE Phone: 970.226.0557 JOB NO. / O / PROPOSED RIPRAP PAD 1230.0009.00 / SCALE 1 PROPOSED CONCRETE 1 1/ = 30 DATE 59g PROPOSED SWALE NOVEMBER 6, 2024 SHEET 9 of 76 /> z �o ` ` CL \ \ \ \ O 1 U > w \ I I LLI / � \ �.. KEY MAP N.T.S. � m DRAWN BRB CHECKED DAP DESIGNED BRB \ FILENAME �ea \ \ \ ` \ 0009-Grading-Infra � \ \ \ I III SWALE PER PHASE D \ \ \ \ �p,DO L/c �III II : .0� .......I S T ,_, _ �p� 4997 t I - 9—T —1— T 7— I— I—I - , \ — \ TONAL E�G� q F- 4 —4998 I— I T I —I —r �- T I- 7=rI I � I —r �rZ— — -�- --r 4996- -T— 4996—I -7 T r I - � 1\— -- -- L E GEND —I —f —f- -- TT— I I I —r rT T � � I I --I —r T T •-- 1 4995-1 1ZT g994—1 _rT — 1 I —r T' --r _rT T — - - -1 f S —I —r T —r i T � — —5-9 25—I T I I TI I —r - - TT— I— I —I 4994T - - T EXISTING 5 CONTOUR4993 4 I J� = l— 1 4995-1 ,� 59214996-1TRANSITION TO CORE 993L— I—I — 4997- 8 EXISTING 1' CONTOURWDENING IMPROVEMENTS 499 —4994 4999— —=1= — — — — — - - EXISTING RIGHT-OF-WAY �T—r 500001_5002 1 003 EXISTING STORM DRAIN4999� 5= _ - _7— _ � o '` 5000 5001 14) � — . ' a ,R� EXISTING EASEMENT r °J a . 4996 b \ m' n -♦9 I. 1a-� !P.. •. .. a 'e• I 7 I i .�. .e � 99 b ba. r a � ► .•-�+° a�•. ! 1�d• e p. — PROPOSED EASEMENT .. .. .s ♦ .. .. ... .. �-. +� I, � 499V e. •/i'. .' .° ..' _ ° ._ ° ♦ ,. . .. .. i. � s 4999 .. a"a > - 5002 — W PROPOSED RIGHT-OF-WAY W g2b,• �w o,� s / 5003 PROPOSED LOT LINE Z e - - - - - - _ - _ _ _ _ _ - - - - - - �-� + PROPOSED CENTERLINE O D -499.36 _ + ' ` ` N GIDDINGS RD PROPOSED 1' CONTOUR 5921 U e09 �ti ` N GIDDINGS RD, — 0) D Z o°'' PROPOSED 5' CONTOUR 5925 •. �.,,...r1 ; I°—r= °.. a—r.'.P a. .. �.• .:°bI IT ' b�`. ♦ p ,♦ eaI ..,.. I.. a ..I. —. .•a.'..b... e e..' . a' . . JJ-e ♦ — —e ° — ya.•.' , l-T.---i', — .— b -.a- < ° s '♦s--er. •e—_ .. —nr — ♦p.. t PROPOSED FLOW ARROW e . X 5OZ6.19FINISHED GRADE ELEVATION MW lye >o 5000 5001 — — — — — — PROPOSED STORM LINE W/MANHOLE (n Z - - - - - - - — - - - - - - - - -4997.- - - Y - - - - - - - - 4999 - - - - LL �- - - - - �- - - _�- - - - -�- - -� - - - - - - - - - - - - - - - - -f - - - - - - - - - L - - - - - - - - - - - - - - - - - - \ - PROPOSED RIPRAP PAD - - - - � - - � - _ a z o y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - � - � / I - - - -I- - - - - - - - - 5003 PROPOSED CONCRETE z Q �— PROP. ROADSIDE DITCH, / / RELOCATED INTERIM POND PROPOSED SWALE . . . — _ I AND OUTLET STRUCTURE I 93.75 \ �� a� I / I 5002 Z W p co Sa I I 4.0:1 93.80 I �, 0. VMS to — - - I � 1ip k� mD 0 M. � / / TST INC. \ CONSULTING ENGINEERS 748 Whalers Way �— Suite 200 Fort Collins — — f — Colorado 80525 / \ Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE 1 1/ 1 ` ` / / ✓/ \ 0 6Q DA TE N 30 30 OVEMBER 6, 2024 / \ \ Scale 1"=30' feet SHEET 10of76 z 0 F- N o_ z it O v (n w °q \n \ \ W •�� \ \ \ \ , m \ \\ \ v \ \ 4 WID CRETE PAN a \ \ \ \ \ \ \ ° e. \i ' _ / \ DRAWN ° \ \ \ \ °\ °° J °° �e q a \ CHECKED R118, ° / \ DAP a.. ° .a o d O ° d \ / `\ DESIGNED e d ° „ T� R1 8� \ \ d , \ O d d. ° l d //\\ ?p, \ BRB \ 0 4.48 e 4. a 4 WIDE C CR \ FILENAME b w F e: . .q \ PAN \ n. �`� 4.8s d .o Y R1p \ �' 0009- oundabout and Fiddle GradingJnta (%% Q , ° / \ 4.86 / \ ° a i A. d . . LP 3.44 \ �pp0 Q 6.00' 4' WI CONCRETE �. 3.86� •••RE•• �. C_ "' QOJP OCR \ G° ED � BLISTER \ d. ° • 4.84 \ 4.54 �R68, L.P. 3.14 ° a °RAISED BIKE D .° CROSSDESTRIAN I 4.60/ q.o 4••N•A•L S E DETAIL SHEET 9. o . ••a d \ e ' \ \ L.P. 4.18 R2f 4d° e d CA4 .� .. ° �` d, R N , da. \ / _ a ao \ °. R,tsS�R68'°. d _d ° RR� ° o� d d d•♦- ° 0 / 3.62 u� ° RAI D BIKE AND R2\ to PE ESTRIAN CROSS SEE a,S ' ° ... �.. as d °R2°. O� 3.56 4 D AIL SHEET 69 ° A. Ioo• d 4 ° d ° R68 � e ° d CO A glkE a 4.45 a 3" MO NTABLE CURB 10.60 . 1 T 20. d, 5.42 \ � pc'� AND TTER 8.0 WALK: �I 0\ ° 00 d � q °: I BIKE d s.00 e' o ° . e d. j \ \ ixucK �-F1 5.8 41. PATH 18 ° d 29 TER (p" G. 1.9 3.93 e a 3.49 ` a ° °dam 4' WIDE 17.00' oe q °.. .20.00'' ° ° d C CRETE PAN EOP-EOP 3.2 4 WIDE CONCRETE 0 / \ I 0 2.0 4 FIL FIL q PAN d 09;0 ° cc W � Uj 6.47 / '►gyp /� O 5.48 -0a' �OO p , 3.7 EOP 00 BLISTER %. .. J � O � Q 3" MOU ABLE CURB ° 4 d 3.33 ° N O ' 0 D GUTTER. a d < , d q . 61 A3 4'q ° `/ e 0) 0 ° ► a ° L.P. 2.74 ••- / \ \ \ d F Q d . d. .39_ -° ° LL \ ° d d ♦ / \ \ ° ♦ d ° AZ �\ \ / R2 a ° 4 .� ,/ m ° 6.13' b•Siit A CIO R68''.. e e '.° l>' ��° 4 a °♦ .. ° d / rn 6.33 ° o. e a \ ° R2f �w ° / D Q \` da. . A �a \ AISED BIKE AND a �/ ' ,, .. ��►,.. ° . .. . / EL \° . \ PEDE IAN CROSSING. SEE. aoo / s?d'a� . A . a . . h� e.. RS ° a 68' �y�6° .4 / L \ \ ° DETAIL SHEET 69. ♦� q wo ..rr1 ld d' R d 4 d Odd 4d \ \ ° / .Q. d •IO °� ;e d 0 o` O�. 4 -° '3.49 4 4 ,�� / d a r] d ° 6.49 �♦ °' $ O�J/ �I ° , ° a d a A qa d Q e. Q°QR2° Op N N °q e. 4 <\ d' > O / ` k co -� M RATS BIKE AND m .4 .. ..° . e W SG�G - 04 PEDES CRO G. SE \ ° d q °.'� \ \ // a a �' .F J 6.82 �s 8�a ° N 3.56 DETAIL SHE $ a LU A . p .. :A 4' WIDE 6.00, \ ° q. ° \ \ / d ° 'A" ° ., e CO CRETE PAN TRUCK 3.33 ` a a °\. \ / \ / \ 85 . °d. ° d BUSTER ° 3.87 \ ° .d ° e\ \ ,/ q.d . �.� L.P. 6.43 / ° o Q ` � 3.59 � J d a 4 \\ e \ O \ ° e a ° A d .� \ n ° ° - ° ° k3.21 \ °\° \\ ` \ M d ' a 4' WIDEAN q ° d T 10 o e JG \ / CONCRETE P d \d.- `1y d ° .. °\ x 4.q R118 \. 0J5 . i \ \ , d A 4 WIDE CONCRETr= \ A d A c d d O V '1001, X21. � ° .4 d.. 4.. A. A - ° a ' �1 e.. TST, INC. / / �, CONSULTING ENGINEERS , / °% \\ �, °♦ a 748 Whalers Way I ° e / / Suite 200 Fort Collins IZ /a : °' . / , \ \\ ,` Colorado 80525 d. .� e °_ °�.oe a / ° \ e Phone: 970.226.0557 ° 4 d'.. / \// N4` JOB NO. .4 d �V . /4 _ < \ \ e l \ ...Q • r . 1230.0009.00 / V v d e v 4 ' a /. SCALEAA fr f ° d .4 ° .4 °:' d 4. \ \\ d ate.' a d ' d \' d ./ DATE 20 0 20 40 NOV EMBER 6, 2024 scale 1"=20' feet SHEET 11of 76 z 0 F- SEE SHEET 13 a_ Z U d 9 \ O W \ 11Ld d :IIQId� a °�� I I a I ,u \ \ � Li I d a 5.1 ° 5.48 6.45 A .08 ° .0 � 9 I 8 a ° a °. I Q L DRAWN P �° \ CHECKED I EOp.Eop I a d I I d. . \ I DAP I > ° a �I \ a d °e ° °I °� d ° ea. d d. ° ��. \\ I DESIGNED BRB d / FILENAME �Op, I ° 2' CONC ETE PAN d: d �> IN ANDVE GU CAR UR \\ 0009 Roundabout and Fiddle GradingJnfra / 9 j� sF I 0 0 1 ° ° I �d \ 1rI a' n -o ° 1 .11• °d', a a d n \ OV�•••RE•• P� 5.05 y�Ok ° ° ♦ �Q) d k/ G6 O• `V �2' T1CAL CURB a° d .56 4 I d 5.66 e d �O` •.• / ° I .4P d \ S�•.....ECG` \ a a AND GUTTE d °. .��; d .. ° 6.03 d Od. �. 4 "\ Q�d. ONAL �.. J I ° a. . 1' VERTICAL CURB ° \ d. AND GUTTER ° .d °d d ,a O c. a .:d ° 1' VERTICAL CU ° .° ° d 1 u° . d AND GU R m R3'. a ° k9.U0 6.25 5.87, �.4 5.43 R8Q'. N y PEDE TRI N A ND 0 0 . d 'n d..I 6.62 ° 20.00' d. a d°:. 5 - -BICYC R SS G URB U R e a . d g \ 5.78 , ° I6�Dc ° s ° ° :FL-FL ° 5. ND P VI G \ 7 dd 5Ai A RV .43° .81 d ;00' I d'.' �p 5.10/ e a I . Rf I 5.64 I ° ° is' 4. o ° p d` / \ 6 i9•�p' O�\ O� "° dadd add ° .I ° ° ..d s / d :. d ° .� Q..° �d a .a 'N O1 Jo d L \ / 1 2' CONCRETE PAN a° d • / W P STRINND :a. .. 5.39 .50 a°A' \ \ \ \ /a BICYCLE ; �a ° \ O \ °d CROSSING S d M R3 ° ��n o �.z S ° R� d °. d.. d. ° °. A .4 a ° \ /. / I:e 1 A. ° a ° d. ° d .'�° ° .d. °.♦•� a ° v� R W & ROADWAY CO \ \ / •O, \ `S9 5. `I '♦ ° °. w �'4 G ��': I dd..' .d \'• EX A 10 OWN FOR \ VJ d.d♦ d q I °. d.a. °. °d d ��../ I R E N E T. m Z R3 e�• _Rp •�� R3 :. .Q ° 80 a♦- : I CO \ 4.83 d.. I�'� / LL d . d.. a 4.64, d / 6.0 // /. ° I \ d o d.. . L� d 2 0. a 2' VER AL RB I I Q d Qd . ° S / �•. 4.09 d _ d`' if AND GU / o ° .d Q d e cs- cs .R� 6.20 d .:a I 2 VERTICAL CURB ° 4.58 ° 4.50 �' ° / I Z W / /' AND G TTER �° I I I 0 d °. d I \ d° d Q� 1' VERTICAL URB d I I Q ° a 6.0 / GS d AND GU R. a . � d °. \/ d. . .n / yf•Op/ I _ gad. 0 a •a .d / / 4.35 ° d d d '� d a 0. a I / 6.0 ° WALK d I 6.0 / � e d. TIE TO PHASE d ° 4.28 3.81 ;. I � � �- I ° a: a I I I V 0. 11 .50 d d \ \\I 'to N PEDESTRIAN AND d I D o ° I M. !M aG BICYCLE CROSSING I I I I Q � �O � 45 I 1 N N 4.26 ° ° 5. 8 d � I 5.33 a III a d 13.00' I d a \ I I I{ .16 d 4. 4 MULTI-USE I I 5.27 d I I a.' I PATH 1 ° d I I d / d 4.1 I I 13.00 d4 I I I MULTI-USE ` 4.00 I 44 .d :d \ \ \ 1 I I I PATH " \\ I I I I I d 3.50 4.00 d \d. ... as ° °• ._ \ \ I I ° .° a '$ ° a \ ° d a ° d 1 I I TST, INC. ° ° d \ \ d I L c d CONSULTING WhalersGIVVN HERS \ ' I I 3.39 3.86 3.86 3.3 d. / 4.° d d \ d II a tt I Suite Colorado Fort Collins dq I 525 .95 d I I 1 Phone: lor9870.2�6.0557 JOB NO. 1230.0009.00 SCALE 1 f, = 20' LL DATE 20 0 20 40 NOVEMBER 6, 2024 scale 1"=20' feet SHEET 12 of 76 z 0 F- N o_ z it 70 I \ I ". 7.53 7.53 ° ° a \ d I °. \ \ I I I_d ° I d A. . d a. I I \ I I VA I A Ld I ° Q d � I o I I d 7.38 I A. d 4.1 d I �' j I ° •�R °d m a d . I 13.00' MULTI USE I DRAWN MULTI—USE PATH BRB / I PATH I I CHECKED 7.23 I — DAP T DESIGNED I d BRB _ 1 \ I ° r0• I FILENAME I \ d 0009— oundabout and Fiddle GradingJnta ° ° "�� ° 6.98 /I a ° A. Cc v / I d a 4. �cu °. S�4NAL PE STRIAN AND v d'. BICY CROSSING . ° a 6.77a / I 1' VERTICA URB \ a i \ AND GU R ° \ \ / 4 �9� d. �.--�. / d ° I _ ° 999 6.22 4 A. d d d . . Q\IN , d \ \ / d v - 6.60 d i ° v A. d\ / / d I d 0,— (/ ° d ° R3 ° Z J 8 ° a ly d d a\ _ _ _ lJ. 1 a��• ° I ° d0 � 'O 4: ° I dda da I I(1 .. ° d ° d ......ac.. — — — — d 0 • • d,° v I � N� v . � ° d d A . d e �d I v ° � °� ° " I � s° I 3.79q ° d �+ Q ° d °d W - ° d .. .. 4 `K_ 999 ° ° - - - C'3°. o I d .. ,. d° d ° °, V ° W ,od a .—J a °. < ° d ° 3.50 .S ° ° ° ,d. �_ d.. )° ♦ d VERTICAL CURB .4 d : d e ° a ° J� d. I •SS RAcB 9 Dc� Q d. �6.. I °. s. A D GUTTER W A. ° I DESTRIAN AND O 0 d — — ° .dC 3.21 d - Sg � � °°I L' dGq d . a d` 2' CONCRETE PAN � , ; a a . BIC CROSSING ;n \ \ 0 I i PEDESTRIAN ND ° '/ . d ° I °° °� 11 BICYCLE C SING RO';RZ 4.56 I° d S.96 ° �!o R20 o �; 'END OF PROP. o g ° X dl Cc. I . . 0 a CURB & GUTTER - 0 d' .° .d d °.d I n.•�, ro . 'd20•p0 ,Q .d ° d ^1� A. ° Q '° a �,� AND PAVING A. �'� a d d / Q Z ° CO R3, D a °�d LL tey'. 20.00,: a I I a 12.03%:aEL 9 ° A AFL FL d x 9.00 6.73 6.35 .82 R9p s 0 . 4.16 ° . 5`I' ° I I ° a ° Q Z d. .Q d '` 6 d 6 d: d' �• I° C Q d ,d .d S�\ ° a d - d 1' VERTICAL CURB R3' $ d. $ d. R3 : 9 ° d 'd 9 ° + AND GUTTER°d° d ° 4 t .° dal. 'dQ ° .4' d v r0 A .4 o oil \ + J q . d .. ° °. °° �♦ ad d DCd ..° .°.. I' .. °. , .d ° W d ° ° ♦ '� I d g �. •4 °. d d d d ° . °I.:° '. . a a d / XPANSION SHOWN FOR A d �� I ° / REFERENCE ONLY d ,r f4 . d. O ,,�' .AI.. va 1�ZGO� ��O+ QdI 'a G u' d ° O d Ec• Q� 2' CONCRE PAN '9A,Q , ° 1 0. A��•o d ° \ . ° ° d _ d I v d. d _ _ d d / I I e q d d d d'° ' I V (� \\ a • °°°. 2.21%' vd .d ° _ d I d, .d° e d d° d ° d ° A. d °I d I. ° ° ° \ I ° ° e d / / —3— I �.I ° 5.57 a \ '� d O d G I°'d I d — — — L( ° 4.28 .e °1 A dd . p. P 5.57 2.40! / - - - - - - - I ° I i � \ °II d \ \ \ - ; ... . a . .5.1 ° 5.48 6.45 a .08 a d ° \ TST INC. a \ CONSULTING ENGINEERS \ 748 Whalers Way 9 I 2 08 °. d I I. ° Suite 200 Fort Collins A. a d a d.. d..�. I aI. I Colorado 80525 Phone: 970.226.0557 SEE SHEET 12 JOB NO. 1230.0009.00 SCALE 1" = 20' DATE 20 0 20 40 NOVEMBER 6, 2024 scale 1"=20' feet SHEET 13 of 76 TABLE OF CALCULATIONS Total Disturbed Project Area 21.10 Acres Total "Onsite" Area of Disturbance 21.10 Acres Total "Offsite" Area of Disturbance N/A Total Storage/Staging Area N/A Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A Est. Percent of Project Area Exposed 100% ° O Est. Percent Vegetative Cover 90% Density / / /i / z Existing Soil Type Group D Clay Loam / / v U o Groundwater Depth 15 Feet w Number of Phases w/ Project N/A / J Total Volume of Imported Exported (-) Materials N/A Total Area of Stockpiling of Fill or J Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V Distance from a Riparian Area or Q Sensitive Area 1 4001 Feet ' / o i \ I DRAWN BRB CHECKED � DAP / / I KEY MAP DESIGNED BRB N . T.S. FILENAME 0009_Erosion Control-Infra EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON p,DO•L/C TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR ,�Q�••' '' P�, SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE SET PLANS AND MODIFY SWMP AND EROSION CONTROL QQ DOCUMENTS AS NEEDED. • G G'�s INITIAL BMP'S: / � � � i � � / III% � . 0� •• d (707 STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY S/ONAL E� _ •• �3(707 — — f — — — — — O :_ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION 007 _ / O • .. , WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP � KITS) qO7 / _ _ ds\ z / SILT FENCE INSTALLA11ON ADJACENT TO 11MBERLINE RD ANDMOUNTAIN VISTA DR —5008- J, —r �� / � _ _ / I : ;••. . ...,;.. .•..,• •:, THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE / - — 5007 CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. / INTERIM AND FINAL BMP'S: —5006— 00 _ , � // III CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE o�o- � _ // $ II I • • • AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE ' TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: // = ,. U^LCH NGRY SEEDING 4.1 00 / / — �� — :• . • •. SURFACE ROUGHENING N/ ADDITIONAL SILT FENCE Q MAPLE soon\ �� DR �s : `: W J ` /• :: CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE ' a� Z_ _ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. / RpW �_ am- aw m-1--- ao� aai / N„ � I , - - - - \ i ; ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O O '�- — 5 i STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL � V �' RECEIVE SURFACE ROUGHENING. vJ ^.. -- CID _ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL > Z 0 ,�\ `� - 3 MAPLE HILL D R STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED co , AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE LOD `\ 5002 — — OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BYLOD M CO O AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W // /,� � / I / � � `>� \� -- � — � �\� � '��'� '�- ' '� ,_,-. — — — I I — — — — — — ' :• ', \ — � USED. THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED CO � Z II —_r - - - - - - - - — — I — - - - GRADING OPERATIONS. LL - 7/ 5000 I T— 5000 REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF BEST MANAGEMENT PRACTICES. CO Ill J �l �-� _ -8 - I I _ F FI a -7 / / I / MQ ` _ —� - LW , , , I -� '�_ IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND 0 O • �� I I � � i II_/l l _ ,, _ / / / I / N TA Vq �l�j �" ` _ RO\ —L —i� y�� -,�� ]� �--,_`\` �I^� ITT IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Er sc , — J , �� '��y5000- ,�� ,I'N : I yy / , y� �, I I -� PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE l Z j ` 7 I `- z IMPLEMENTA11ON OF THE PLAN AND DO NOT NECESSARILY W W D / 1:: -- �\ •LJ ,% J--' -/� �,_ Lam' I -�� y- y~ 1_\�_' I \ I l �� -1� 51, \� ,� � �� ` SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O CO ROW ` �- '� CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE Q J �\ \ � CONTRACTOR, THROUGHOUT CONSTRUCTION. Il l / / --- _- :; `l/ I l l l \ � ✓ � � �,--- � - � -� _ �J`� - �� • L `�° -5005, EROSION CONTROL BLANKETS SHALL BE USED ON OTHER SLOPES _ l l / 1 1 \� j J I� GREATER THAN 3 PROPEX LANDLOK CS2, OR — - I / I // �1� i `� / I I ', �� I I BLANKET MADE OF LOOSE WOVEN NETTING SHALL BE USED TO l l0. - _ ll� 1 /r ` \ \ ` I I PREVENT ANIMAL ENTRAPMENT. Z 1 I MONTAVA PHASED LEGEND LIMIT OF DISTURBANCE / / _.,`\` ,� _- �'1t•_. , �I / I / I / `1/ Q �� . ` l / FLOW ARROWS � ` STABILIZED STAGING AREA/ q - - - - ssA _ I / / - - - � L, / W / � _ _ � ,\ � � � � � � � � � / � � � - CONCRETE WASHOUT AREA cwA O l r N R��O ` �lI / �`, l l l l / ` / / I,I VEHICLE TRACKING CONTROL vrc l l -�� 'l; z l / / / / v /� I - I � � __ �_ � - -•�<_�' r---' l I� l l � , '`� �� % / � �� I � SILT FENCE sF SILT /,C � / / I� a / / Q TST. INC. -- I CONSULTING ENGINEERS // / 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 NA/�^�oo JOB N0. D 1230.0009.00 50 0 50 100 SCALE 1, = 50' scale 1 50 feet DATE NOVEMBER 6, 2024 SHEET I, 14of76 l_ TABLE OF CALCULATIONS �� X � \ V A' Total Disturbed Project Area 21.10 Acres \.� �/� Total Onsite Area of Disturbance 21.10 Acres Total "Offsite" Area of Disturbance Total Sta Storag e ing Area N A / g / /' / \\ ) Total Haul Roads Area N/A o�t � � -�� \ � � � A � � � � / Construction Vehicle Traffic Area N/A Est. Percent of Project Area Exposed 100% / // \\ / Xl\.� \\ �\ ,� co LLI Est. Percent Vegetative Cover 90% Density / \, �\ \ \ / \� \� — �, j Existing Soil Type Group D Clay LoamZO y Groundwater Depth 15 Feet X�� Number of Phases w/ Project N/A \ \ \ ✓ \ \ / Total Volume of Imported (+)/ VJ vv \ \V \ \ A �\ \ �/� \ ��A\ < �� v Exported (-) Materials N/A Total Area of Stockpiling of Fill or ,\\� / \ ` \ \ \ ` / I L / Borrow Areas Off Site 0 Sq. Feet Q Steepest Slope 3:1 H:V Distance from a Riparian Area or �\ V \ � �� / A A V C3 Sensitive Area 400 Feet � \ DRAWN BRB \ ,,; � � \ ,(\ � � � V A \ \ � � \ / � � � \V � � � �� • / /� CHECKED DAP KEY MAP DESIGNED BRB FILENAME 0009_Erosion Control-Infra EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR 0 Z` \ PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON p,D L/O` / \ v / / / / iTIMINGAND �Q,'- IRE. ' �P �� SHOULDOCOORDINATEEALL ROSIONPCONTROLCITEMSAWITH CORE �p p p� SET PLANS AND MODIFY SWMP AND EROSION CONTROL PQQ �G / DOCUMENTS AS NEEDED. G S �` INITIAL BMP'S: so so STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY �O S�ONAL E� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP SILT)FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE / CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE r' MAJORITY OF CONSTRUCTION BEGINS. 4000011\ ` , \ INTERIM AND FINAL BMP S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE \ \ II CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: Jam\ T, � I I TEMPORARY SEEDING i MULCHING z SURFACE ROUGHENING T, ADDITIONAL SILT FENCE aJ I I _ _ _ \ / rI T I I T 1 T I_T I �r T� I_T' �T I \ / / \\ \ I Imo- 7� TZ 1-1 T 1 T I T I-T �T "�� T1 T T I T I-� I 1-r �� 'T1 T I T I-T �T TI ' I I \ \ \\ �' \\\ ~ \ \ r_� -ram -�I T, T I T ,--r I-r ,� r T, -�' T T` , '� �" _ \ �� --� ,, - / \� \ \�\ \ CONTROLS ARE E BE INSTALLED AS THE SITE TRANSITIONS _r r - - - _. i _ - _ \ FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE cr �T �r --I --I -�I T I T IT 1-T T-'T �� T1 -1-I TI T I-r ' y, y I �.) T / `� �-1 �\. �r ` �\ \ \\\ �- UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z L I I �r T� T I T I T I T I 1-r �� 1� �J J-I �- �- ��/ I_L 1_L 1J_ '- ` OF BEING DISTURBED SHALL — ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL � O STABILIZATION WITHIN 2 WEEKS �/� RECEIVE SURFACE ROUGHENING. vJ ANY DISTURBED AREA WHICH HAS NOT REACHED FINALcr > STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED — / AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q O OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY M COAN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W �I� V USED. Q -�-- --- - � � � N GIDDINGS RD � - N GIDDINGS RD i �� ,, — i THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Co Z GRADING OPERATIONS. O CIO T' — �� REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF — BEST MANAGEMENT PRACTICES. - - - - -- - - - - - -- -- - - - - - - - - - - - � _ \\ - - - - - - - - - - - - - - - - - - `� - - - - - - �006- -t IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND 0 -�� D� �aD •--- � T - - IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS � /� PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W �oD �oD ' LOD WIMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY 7 j \ \ I SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING a� O orn I / CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE a J �I d� ° \ / // CONTRACTOR, THROUGHOUT CONSTRUCTION. a II 1 J I EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 1 GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER — C I I / , I \ /� % _ — — — — — — BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO I — — — — — — — — — — 5000 — — — — — ! / PREVENT ANIMAL ENTRAPMENT. Z 4995 4995 � / \ , ' SF S)r ' / L - - LEGEND .— .� �am � 1lIS 5000- SF 1lIS LIMIT OF DISTURBANCE °0, ao-i I 1lIS 1lIS 1lIS l�IS 1'lIS FLOW ARROWS � / \ \ LOD IM IM LOD LAD LCM WID 110 LW LAD LW LW LOD LOD L LW Lw LOD LW STABILIZED STAGING AREA ssA CONCRETE WASHOUT AREA cwA VEHICLE TRACKING CONTROL vrG _ ) o — / SILT FENCE sF SILT TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525Phone: 970.226.026.0557 JOB NO. / \\ 1230.0009.00 50 0 50 100 SCALE 1' = 50'/ / scale 1"--50' feet DATE NOVEMBER 6, 2024 SHEET 15 of 76 TABLE OF CALCULATIONS Total Disturbed Project Area 21.10 Acres Total "Onsite"Area of Disturbance 21.10 Acres / / j / // \ , \\`° �`� •� / / / Total "Offsite" Area of Disturbance N/A Total Storage/Staging Area N/A / Total Haul Roads Area N/A '� / / � � / / o Construction Vehicle Traffic Area N/A Est. Percent of Project Area Exposed 100% �� ,>>- \ / / / / ' / / / / / ( O_ 5LLI Est. Percent Vegetative Cover 90% Density Existing Soil Type Group D Clay Loam > w Groundwater Depth 15 Feet Number of Phases w/Project N/A \> / i �� / /� C! r�• �, \ l / l / ) Total Volume of Imported /�� '� i ��' �/, Exported Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet 11111 Steepest Slope 3:1 H:V / / I a 0 Distance from a Riparian Area or �� Sensitive Area 400 Feet / // m \� \ � � //� / /, / � � �,•F / � / / / / / ..' - :' � � � � � � / \ � DRAWN BRB CHECKED L DAP DESIGNED KEY MAP BRB \ � V �, � / � �� . /' � / � / .. • . �•: .• .: � � � FILENAME 0009_Erosion Control—Infra 80. \\ Ro EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �p,D L/C TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR ••'••••' SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORESET PLANS AND MODIFY • \ �,/ %// \ / / �,�` ,� // 'I '� / _ / / I I :::.. :... : •.: ./. . .... I �' -_ \ ;;/ \ DOCUMENTS AS NEEDED. SWMP AND EROSION CONTROL / • � -5 C�DINrnAL BMPs I \ 1 •....• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY S�ONAL E WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP KITS . / / I I / ` SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND / MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. / � � / I � � I � • v INTERIM AND FINAL BMP'S: / ;� AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE \ MPORARY EROSION TEMPORARY SEEDING EVENTION CONTROLS SUCH AS: Z 1 0 / "�1' \ (- 1 A�, / \ MULCHING 4•� � SURFACE ROUGHENING ADDITIONAL SILT FENCE J CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS \A, \I / I I 8 FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE cr UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z J \ / -\ \ \ - - - - - - - - - - - - - - - - - - - - - - - - - -/ - - - - - - - - - - \ / I - - - - - - - - - - - -- - - O \ - - - _ - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - -I — - - �- ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Q - -- - - - _ STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL d----- -- _ > _ V_J RECEIVE SURFACE ROUGHENING. _ —�— — — — — _ - — _ — � —� T—_ — �� - ' _ — — — _ —_ — — _ — — ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL > STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED Z AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q O OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY M COAN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W CO __ a _ N GIDDINGS RD \ \ \ \ — \ USED. N GIDDINGS R D__ _ �/ i�n i _ — ___��__ —_ _=l=_ __ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Cl) GRADING OPERATIONS. �"L O /' - _ �� — — — R A DETAILED DESCRIPTION OF— — � REFER TO THE SWMP REPORT FOR Z — — — —T — ;� — — — - - - - - - - - - - - - - - - - - ti - - - - - - co - - - - - - - BEST MANAGEMENT PRACTICES. - - - - 6— — f - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - �pp��6�r ' IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND � 0 O =SF \ ,� 1 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS 1 �� 1 PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W W IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY O / SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING co CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE Q J / rn� \ J I I / ( I CONTRACTOR, THROUGHOUT CONSTRUCTION.SF Q EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, 0 OR OTHER BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO - - - - - - - - - - PREVENT ANIMAL ENTRAPMENT. 4995 / SF � I I � / / I / 4995 LEGEND SF SF 1"IIS I / / LIMIT OF DISTURBANCE wu - - - - - - - 1,Is I I ��' -1"s nis 1lIS 1lIS 1lIS �i I FLOW ARROWS LOD LLD� LOD� LOD� LOD�� LOD� �� LOD� LOD� LOD� LOD� L� � Epp STABILIZED STAGING AREA ssA 0 / CONCRETE WASHOUT AREA cwA O VEHICLE TRACKING CONTROL vrG SILT FENCE SF SILT TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 ) JOB N0. 1230.0009.00 „ �oe 50 0 50 100 SCALE 1 - 50 j I I scale 1"=50' feet DATE NOVEMBER 6, 2024 / \ � SHEET 16 of 76 TABLE OF CALCULATIONS Total Disturbed Project Area 21.10 Acres Total "Onsite" Area of Disturbance 21.10 Acres Total "Offsite" Area of Disturbance N/A Total Storage/Staging Area N/A Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A Est. Percent of Project Area Exposed 100/ o/ Z Est. Percent Vegetative Cover 90% Density / i ( / z x i I Existing Soil Type Group D Clay Loam , ` \ / U) w I o Groundwater Depth 15 Feet / '' I / w Number of Phases w/ Project N/A / / a:� Total Volume of Imported (+)/ Exported (-) Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V / \ / I Distance from a Riparian Area or J l Sensitive Area 400 Feet CIO/ / X_ o m DRAWN BRB CHECKED DAP 0 / KEY MAP DESIGNED BRB N . T.S. FILENAME aX 0009—Erosion Control—Infra i EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR 0 L / 11MING OF INFRASTRUCTUR PROVEMENTSEAND APPROVA S RCONTRACTOR DEPENDING UPON /CAP •..... 5p�5 _ — SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE U�• RE / SET PLANS AND MODIFY SWMP AND EROSION CONTROL P ,� DOCUMENTS AS NEEDED. • Q 0 S �: ce / .5012 — II I v INITIAL BMP'S 1•��<v STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY NAL E� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP r , SILT> am FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND p ... MOUNTAIN VISTA DR ' THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE - �•' •� _ - - - / — � __- - - / _ — _ / I 0 � ..�•.•: •.: •:• .••••:. :.•... :..: MAJORITY OF CONSTRUCTION BEGINS. — —50 8 s :. INTERIM AND FINAL BMP'S — 5007 ' _ THE IP-3 / _ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, s TEMPORARYCONTRACTOREROSION SHALL APREVENTIONLSO MARK OCONTRO S SUCH AS: N THIS PLAN THE - SEEDING IP-3 � �� TEMPORARY Z MULCHING J I P 3 SURFACE ROUGHENING v ,• Y ' `:/ a• \\ — \ ADDITIONAL SILT FENCE LU 4• o `' " FROM ONE SEQUENCE TO ANOTHERAND THEY SHALL BE \� I CONTROLS ARE TO INSTALLED S THE SITE o / M ' . :. .. : t:. _-- UPDATED ANDFIELD CHANGED AS SITE CONDITIONS NC ANGE. Z . :.. w, APB \ P— - ` E NI I 3 IP f O ' STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL SCL ` ` . : .. - �'.. , :.,' . . — •' ''1 ;� - ' I I . • 3 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL •� �2, TI :......... . — �.. 41 �:. ,... RECEIVE SURFACE ROUGHENING. vJ aoa _00T 00, sommooOK4= aatl 00 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z _ 50 .... .. I P 3 .... � ' ' . .:. -:' � •.. - - �' �-:• .;:::' STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED ... . - \ SCL 1 •..• I SCL — •. . .• . _ :, . . . ••`:• •. AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE L — I OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY ✓ — � \mac SCL -•� / ram` `; _ — — — — — — — — — — — — —; — — — — — AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W CO 5 3 02 i ` ' - M LE HILL D R USED. P777111111110mLoD 7\ F GRADING OPERATIONS. ED WITHIN 30 DAYS OF COMPLETED THESE MUST BE INSTALL ' IP / / — — � — ,J:. 4 y� REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF I BEST MANAGEMENT PRACTICES Ir O T �\ IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND/ / / l I / �I \ '�, �� I . /•' ' s` - '` ' SCL T5000 SCL .. SCL f IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS \ % PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THEZ W W \ : �1 'III ► . _ � � IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY �: / / / / MQ /, ^ \�� g0, 'J i I I -_r F , SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING Q N Tq Vq �!� ROw� I y � �- y �� i i u i F CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE a S / \ �$ ;�• -i , �� _ -` -✓]/� ddP CONTRACTOR, THROUGHOUT CONSTRUCTION. �o_ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 51 \� '-� j \ '��- GREATER THAN 3:1. PROPEX LANDLOK CS2 OR OTHER W ROW BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO .5o05, \ I-'-I � = i �• - _ _ PREVENT ANIMAL ENTRAPMENT. Z rr I �I LEGEND 'IX q I I LIMIT OF DISTURBANCEMONTAVA PHASE D FLOW ARROWS �, / u\ - - STABILIZED STAGING AREA ssA L I l � � �� _ I� /l ` � - -' '-- -- - -- I - -- - -- - CONCRETE WASHOUT AREA cwA Z \ l / l VEHICLE TRACKING CONTROL vrc ` �/I l l l N - SILT FENCE � SILT LN TST, INC. a , CONSULTING ENGINEERS \ / / / / / Q / J 748 Whalers Way Suite 200 Fort Collins Colorado 80525 _ Q Phone: 970.226.0557 JOB N0. 1230.0009.00 _ / l/l l l / / �l 50 0 50 100 SCALE n Rw 0 OD _ / / O 1 50 LN scale 1"=50' feet DATE OVEMBER 6, 2024 SHEET l tl l / l _\ ---- lI /1 /1 / /1 /1 / , l -� l 17 of 76 � TABLE OF CALCULATIONS vv X ' \ V �� Total Disturbed Project Area 21.10 Acres \.\ Total Onslte Area of Disturbance 21.10 Acres v Total "Offsite"Area of Disturbance N/A Total Storage/Staging N/A Area • Total Haul Roads Area N/A \y / \ / /� \ / < e �� j / \ \ , o Construction Vehicle Traffic Area N/A i / \\ \ \ / / \ < z Est. Percent of Project Area Exposed 100/ / / \ / \ Est. PercentVegetative Cover 90% Density / \ �\ \ \ \ \ \ / \ / \\ \ - T\ �,. w Existing Soil Type Group D Clay Loam Groundwater Depth 15 Feet Number of Phases w/ Project N/A �A0� \ �✓ AV �� // /��VA \\\V �� -�� Total Volume of Imported Exported (-) Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet Q Steepest Slope Distance from a Riparian Area or \ \ \� / Sensitive Area 4001 Feet \ \ DRAWN BRB CHECKED /(� 3' DAP KEY MAP DESIGNED i �,� \ \ \ \ti,� , '\ � � � \ 'gyp// \ \ // \\ //, � �� / � � •�� I-/ ;•,:::: _ , / �I T c. BRB I V . 1 .�J FILENAME 0009—Erosion Control—Infra Row \ y i �/' /� � i r.. EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR \ / SCL / PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �p,DO L/c TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR �Q�•• RE SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE U • �0 �O SET PLANS AND MODIFY SWMP AND EROSION CONTROL PQQ �G IP-3 ' / / DOCUMENTS AS NEEDED. �G �S� • / INITIAL BMP SR �. SCL STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY 0NA1_E� 10 �' \\ �� } J / / / / WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP SILT)FENCE INSTALLA11ON ADJACENT TO 11MBERLINE RD AND \ I \ \ \ \ \�\ \ .• ( - I .' J / t / MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. ter— \ \ \ \ � � ^ / \\ l I I •.+s'� 'di) `:,. I I � INTERIM AND FINAL BMP S: 1 — \ /t co I TT 1—T O) AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE /' \ \ \ \ \ ✓ ,:' .: 1 CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING Z T _ MULCHING T • I Ir SURFACE ROUGHENING I T 7 ADDITIONAL SILT FENCE J T I -T-1 I TI �I •,�f \ \ / �. \ � i 1:•:\. -r •\ \ W TI I T I—T T T I / r :.',, i ;.,..:; CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS T I—T FT -TT T1 T I �� \ \ V\ 7 TZ _— F OM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE I — R 4 A R I I T 3�•""TZ 'T _r : � : I T I_r Tr T—� 1 - _ - I T I T I—r Tl_ �T• I T �-T I T 1 ' T� �T ZT T IT i � \ \ I T �—I 1� UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z A A A I T I :� I T -4` _T I T �� —r Tr 1T �>i' T I T I J�I `s T I T L�- T7 - 1J I—r I—r �r T� J_I �_I - I 1� 1J- ' '...' <r •.\- . L \ 1_L 1J- �J I lam- Imo' 1� I I / :Rl•. 1. ,' (�I �• .T I—T �- I� I�- I J- I � 's�•. '� I L I -I I _I �- I�- Imo- 1 / •\ :.: ., �':i I �— I—L I J— ��. •:.�\ , `+11 ti I I r- —''.:- •. — I I I —L- I — `L •� ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O I I y_I — I - Imo- 1 _ ._— -- '-: :... t .4. `1+.--1•'1if F� - o��aodt — — — — —— — _ . -.. . .:.:�•�•'-: -•• - - - - - STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL ry, �� I �I �T' Imo_ Imo- � � � �,, ,C�,�.� t'�- - d - .a.+ [i�: yy' -- Imo- Lam- —I � •.I�� t.:. _ I _ — - - RECEIVE SURFACE ROUGHENING. — — R A R CO�/� ANY DISTURBED AREA WHICH H REACHED FIN Z•--. '�' R R A A • 1 +r. R - G s.� t. t STABILIZA S NOT L R 110N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED 1 1, ,? / 4':, s- } • ;:° AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE %- • - R '. : . '' OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BYr/1 U PROVED METHOD SUITABLE FOR THE TYPE OF MULCH �o — — — —.: . . ..:... ...... .:..�*- USED. - -- — N GIDDINGS RD_ � . I� :.::::: ..'� ,, �:� �' •�.- n ': THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED N GIDDINGS RD ;k. , �� t. s :' ,Y — : : _ CI) 5000 GRADING OPERATIONS. O �- _ � — — — — — — — -- — _ _ _ •• : �-.:.` � — '..�-- ..-,�.. ;� - - .�� .=`� . •I C , .. : + - •... ... ♦ •-. .. . • • .. • 1. a .. .. . .. . . - -� . ,♦... ... . . ..< . . . . 's.: REFER TO THE SWMP REPORT FOR DETAILED DESCRIPTION OF Cl) I �1. a .N w, ... ._yam • • : ♦.. • a ♦, . w • BEST MANAGEMENT PRACTICES. — — —— — — — — — — — — — — — — — — - _ — — — — — — — — — — t _ IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND � 0 — ,•-, _ ti.... .. . ... .,. , . . . ..: . : •.'' IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS goo , ,...: ,. � ■� wn LOD LAD' WID �, , i•0D r = / PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THELUW SF "'' _ '4. ` IMPLEMENTA110N OF THE PLAN AND DO NOT NECESSARILY - � SHOW ALL OF THE BMPS 11-IAT WILL BE NEEDED DURING Q CO rn I //7 / J orn - "'�f•� CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE 7 / I d� a f � / CONTRACTOR, THROUGHOUT CONSTRUCTION. SCL EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES W / GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER 0. / SCL\ \ — — e — — — — — BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO L — I i \ — — PREVENT ANIMAL ENTRAPMENT. Z \ it J ,I � SCL Mu SCL � / / — 4995 /� SF / / 4995 SF SF IM SF LEGEND/ Ill I I LIMIT OF DISTURBANCE ' �' \ _j ao, �aoi �am Ills Ills / \ \ \ FLOW ARROWS \ / \ LGYJI■ LOD 11.00� 11_01D� LOD� LOD� 11_011)� LAD LAD LOD LOD� "'Y LAD mmr LOD LOD LODE LOD LW LOD STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA cwA O VEHICLE TRACKING CONTROL vrG SILT FENCE sF SILT TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525Phone: 970.226.026.0557 F� JOB NO. 1230.0009.00 50 100 SCALE 50 0 1' = 50' scale 1"=50' feet DATE NOVEMBER 6, 2024 SHEET 1 / 18of76 TABLE OF CALCULATIONS Total Disturbed Project Area 21.10 Acres Total "Onsite"Area of Disturbance 21.10 Acres / \ \ \ / / j / // \\ \� •� / / / / Total "Offsite"Area of Disturbance N/A Total Storage/Staging Area N/A ` \ Total Haul Roads Area N/A �' � � � � \ '�� " /' �\ `may � � \� / / Q Construction Vehicle Traffic Area N/A \V �� / / \ ,—_' �, i �, �fZ� / / / • � ( z Est. Percent of Project Area Exposed 100% Est. Percent Vegetative Cover 90% Density j/ \ / \ Existing Soil Type Group D Clay Loam � Groundwater / De th 15 Feet -p \v - / \V Number of Phases w/Project N/A Total Volume of Imported Exported (-) Materials N/A Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet \ / Q Steepest Slope 3:1 H:V Distance from a Riparian Area or Sensitive Area 400 Feet / / / / \ \\\ / / x� /I DRAWN BRB A SCL 4.. / \\ \ �> CHECKED \ / ` / \\ �� / / �• �� , / DAP A DESIGNED : . ,� / s \ I KEY MAP BRB O \ \ \ \ / / / //' J ' / s \ O Q \ \ FILENAME N .T.S. :. 0009_Erosion Control_Infra / \ � \ SSA • � �� / / \\// _ R01/•/ r*�: .// / / �\ \ I EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR L/c /\ \ / �` SCL ' a PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON p,DO \ \ / // l \\\ / " /j� ` ` : . / 1.<, / / I !: :• ' .• / ': .; •: :.. \ TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR aQ�•'• •• P\, SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE _ SET PLANS AND MODIFY SWMP AND EROSION CONTROL \ y// / �� ,r / / ... \\ \ \ DOCUMENTS AS NEEDED. Q\�G Q�S \ INITIAL BMP S: O••••••• � SCL / Z / O I �\ \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY TONAL WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP c) / � \ KIS SILT,FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE 11/ SCL MAJORITY OF CONSTRUCTION BEGINS INSTALLED BEFORE THE / r � / j \ I 3> / INTERIM AND FINAL BMP'S: // \ \ \ ✓r' \ �J I j �t�. \ \ I / > / / / �'� \ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE • J r \ \ \ ✓ �;' \ 1 / / I 1 CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 6 TEMPORARY SEEDING z 6 MULCHING ; —� 1 1 I \�, / \ \ SURFACE ROUGHENING J \ \ � / — — \• f, \,w +• � / / I ) I1 I I � I� ) ADDITIONAL SILT FENCE / \ LU CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS I H FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE / l UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z I I 1 a. \:.: - - - -- — -- - - - - - - - -� - - - — — NY DISTU ED ARE WHICH H SNOT REACHED FIN O STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. , Ar. y ..:.. . \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL z i / -• -7- .: ' -' ' � `• _ ' :• +: . ., ,':-. . .. ' •� - - — STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED - •`'••' ' — — T — — — — — � AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE .. .,,--- .,: .,. . ,..�, .. .._. :"� i '" ' �.'`• :,' � / / / / / � OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY .. MCO 4 — —— __-- -- — \/ AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W VTC \ \ — USED. - - - - � a N GIDDINGS RD_ -�. — - - �� — — — - - - -- - ;,.. i n ..,'� `;:' ;: �'�• ::�; �' , �: ';,.:::.�•.• . \ � � _ — — _ � — � � _ _ — THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. .—.•: . -- ;: .. ram:.. .. - ' — :.,�:=.: a R A DETAILED DESCRIPTION OF z .,�. . LL • � REFER TO THE SWMP REPORT FO • . BEST MANAGEMENT PRACTICES • . \ - - - • v — iao��r IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND L0�- LODE �j 1 �. � \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLAN �� 1 1 PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE W IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY ZW SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING CO O - I CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE of� \ ''�• / / J � CONTRACTOR THROUGHOUT CONSTRUCTION. SF 5 = ac 1 ' SCL EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES W BLANKET MADE OF LOOSE,WOVEN NETTING, SHALLOTHER BE USED TO — — — — PREVENT ANIMAL ENTRAPMENT. z Mu 4995 SCL SF � / / �• I � / / � I 4995 SCL '',' e,,, I� I I / / / LEGEND SF MU SF �5000 - - - - - - - - - - - - - - - — LIMIT OF DISTURBANCE Ills Ills -1 l IS Ills I I I I / / / / / / / / / FLOW ARROWS you you '7 LOD�r LOD LAD LOD LOD LOD ==tLIDD n / / STABILIZED STAGING AREA ssA 0 / `\/ CONCRETE WASHOUT AREA O VEHICLE TRACKING CONTROL vrc SILT FENCE SF SILT TST, INC. CONSULTING ENGINEERS 8 Suite Collins / / / / / / Z 80525 Colorado I Phone: 970.226.026.0557 Jos NO. 1230.0009.00 SCALE 50 0 50 100 1" = 50' r � � scale 1"=50' feet DATE NOVEMBER 6, 2024 Z' I J ( / \ SHEET 19of76 TABLE OF CALCULATIONS Total Disturbed Project Area 21.10 Acres Total "Onsite" Area of Disturbance 21.10 Acres Total "Offsite" Area of Disturbance N/A Total Storage/Staging Area N/A Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A / i z Est. Percent of Project Area Exposed 100% o Est. Percent Vegetative Cover 90% Density / / I \ z a_ Existing Soil Type Group D Clay Loam 1 I w Groundwater Depth 15 Feet / / / `' - j Number of Phases w/ Project N/A ��- Total Volume of Imported (+) / r Exported (-) Materials N/A i'� Total Area of Stockpiling of Fill or i Borrow Areas Off Site 0 Sq. Feet Steepest Slope 3:1 H:V Distance from a Riparian Area or Sensitive Area 400 Feet DRAWN BRB ICHECKED DAP KEY MAP DESIGNED/ BRB FILENAME 0009-Erosion Control-Infra EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �p,DO L/c TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR ,�Q• ••' '' �, SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE SET PLANS AND MODIFY SWMP AND EROSION CONTROL Q DOCUMENTS AS NEEDED. 12 • / INITIAL BMP'S: 0 STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY S�ONAL E� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION _ — — WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP ao'' ` 5010� — _ p KITS) •• ` — — 0O SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND 007 p MOUNTAIN VISTA DR Q07 _ — _ — — 5op9 �` / _ — — — / — _ — — z THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE a07 / _ — —5008 MAJORITY OF CONSTRUCTION BEGINS. J (b> 5007— INTERIM AND FINAL BMP'S: /,A \ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE \ - \�'► — -5006- TOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: _;; I - TEMPORARY SEEDING f T. • MULCHING ,' . : -• . . ... � .. ,'...�`-�;..:.: - � \ .::.;' ., \ -- — / SURFACE ROUGHENING Z • DDI L SILT FENCE - ,. •,. 4;3 0 0 / '� / \ \ \ ' : : .. — l .. °` : '' • \$� i CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS oa. FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE I4/ ��' :_ / _ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z coos_ ... .. , pR � .:. '• �:. � �:� i � � ANY ISTURBED AREA WHICH HAS NOT ACHED ,.; • �2, ` - STABIDLIZATION WITHIN 2 WEEKS OF BE NGED DISTURBED SHALL O \ - \ = •.' ' n¢ aai ao-t _ ;- - - - - - _ RECEIVE SURFACE ROUGHENING. CO / ROW 5 �. -i� 1 _ 5 .. . _ .. •. . ' .: .. � :�: - - �• ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL - 5 r.r 1 I s J_ I ILY SEEDED RP STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY:. A R R : AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Z - - - - - - - - - - - - - - - - - - - - - - OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY M / _ \\� '��s % 5p0p_ - _ , T , ; • ' 5002 AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W CO Coo MAPLE HILL DR 002 USED. Q U Lon • �- � 5 OOS s:: - - - - - - - - - - - - - - - - - THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED co / � � �` _ \ — \� � � ;.• : � •:.• •,, � � - ---- 4 -- GRADING OPERATIONS. Z A r py f , :.P -77 - a I � \ —_ — - �- ` ' . 'P••� REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF Z O \� / // � / _ � - \ \ \� •• - .y•• :�. .- - - - - - - - - I II — - - - - - - - - - - - i : - - BEST MANAGEMENT PRACTICES. > ^ �l / '' / � / l / � � � � �... \ \ --, �� '� ...: ':•• .,: _, . •-:.... ". •, � , ' .,...�� • • RP � �5000 MU :' I 5000 MU �' 1 II? -ram Q \ I-T IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND 0 �'" T •• _ I ��` T IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS O I _ t I PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W Ir -/ I // J M �1�, ^ \� 8p. t 'J �, i� I_ i ` u _ � I-I' IMPLEMENTA11ON OF THE PLAN AND DO NOT NECESSARILY / \\ R ')� , Lon yI � Iiii rir II = I \ \ / / / / ON TA ��I�� \\ _ 0W` ym y l �� i i SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O W A ��\ ��/J- \ ° �i� CONSTRUCTION. THESE PLANS NEED TO BE UPDATED BY THE a y5000- , I , y�� - �i,�� \ I �' CONTRACTOR, THROUGHOUT CONSTRUCTION. J _ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES ROW GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO ,5005, PREVENT ANIMAL ENTRAPMENT. LL rr- I I LEGEND M ON TAVA PHASE D I I LIMIT OF DISTURBANCE LOD FLOW ARROWS / / / STABILIZED STAGING AREA ssA r CONCRETE WASHOUT AREA cwA O v ' / \ \ — �I l� \ l i \ VEHICLE TRACKING CONTROL vrc 11 , SILT FENCE sF SILT r �LL� a J _ TST, INC./ / / '' / CONSULTING ENGINEERS l / l I� � ,, , � . _ / / / // / / 1 / � `_:•, _ � I /I / / � _ / � � 748 Whalers Way Suite 200 Fort Collins / Colorado 80525 Phone: 970.226.0557 JOB NO. l ] l �' � � \ l :; � l 1230.0009.00 AR wo \ \ \ / 50 0 50 100 SCALE 1„ - 50' o N 1 scale 1"=50' feet DATE OVEMBER 6, 2024 SHEET {• / / / , / � — � -_ - -\ ; / /� / / I j/, / I I I // / / � / � ��. `._ ___- � / � i / 11 � � � 20 of 76 44 _ TABLE OF CALCULATIONS V / \ \ \\ �� ;�1 Total Disturbed Project Area 21.10 Acres \\ �/� Total Onsite Area of Disturbance 21.10 Acres V Total "Offsite"Area of Disturbance N/A \ � \ � °/ �\>\\ / � / \ ✓ � / /� �� \� / /// �// / � - �\` � �\ Total Storage/Stagi ng Area N/A Total Haul Roads Area N/A A V p Construction Vehicle Traffic Area N/A \� \ \ \ /� / \ / // v << / V Est. Percent of Project Area Exposed 100/ - V A \V �� `.� \ 14 ��' � 0 w Est. Percent Vegetative Cover 90% Density \, \ \ \`� / \ j / / \� \� —� °�, j LLI Existing Soil Type Group D Clay Loam �� Groundwater Depth 15 Feet Number of Phases w/ Project N/A \ \ ✓ \ \ \ / \ \�\ Total Volume of Imported \ \ �/� \ // // �� ON v Exported (-) Materials N/A �\ y \ �A A A \ \ V A \\�� \ Total Area of Stockpiling of Fill or Borrow Areas Off Site 0 Sq. Feet �� '� � \ V � / �/ V A \ // i j' / V Steepest Slope 3:1 H:V �/ � � ♦ \ \ � \ � �� V A�♦ � � � � / / �� p:�" � � � � �� ., ;.•� o Distance from a Riparian Area or Sensitive Area 400 Feet > � � �� A \ � , � � m \ \, 1 � \\ \ / � '� � \ � .\ / / \\ \♦ // /// i / // , \ � \ DRAWN \ / / V A \✓� V XA \� //;j �/ / j ��_ BRB L 3. ♦� CHECKED DAP f � �- \ � . � � \ '� „- / �. �� %� � 'j.• � / KEY MAP DESIGNED BRB �' \ \ � ,, ' , � � -� � \ moo// � \ / �•, �/, \ �� .� .�� ;•�:: - � �I \ / \ \ `/ \ \ < \ , / / \ \� �� ♦ / I V . 1 T.S. FILENAME 0009_Erosion Control-Infra MU �� H'/ EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR\ / PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON p,D 0 L n / TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR •• SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORESET PLANS AND MODIFY V Q�0 G�O� \�/ � .;% / \ \ \ � \ � \ / 9,0 � . \ \ � � � / � /// \ \ � , ' i � .�,� �` � � /♦. ` � �/ " / DOCUMENTS AS NEEDED. SWMP AND EROSION CONTROL RP z: / INITIAL BMP S: STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY S�ONAL E� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP � F /� / I SILT>FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND V / J { MOUNTAIN VISTA DR ' 'J I T' T / \ \ \ \ \� �`�o� `� / / THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. i T I 1 I—,- i INTERIM AND FINAL BMP S: Tom,- 1—T O) \ \ \ \ \ \ \ // \ \ \ ' %\ I I �'��' \ \ •.;K` I AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE MU ,:' .: \ 1 I CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: / r \ \ TEMPORARY SEEDING • MULCHING - Z �— SURFACE ROUGHENING _ a -i � T' r--r I �--- I \� � �, 'I / '.. \' ,:. . ADDITIONAL SILT FENCE l� TI ' T' -f-1 1 TI MU ' \ I T T L• TI I T I \ ./ — CONTROLS E TO BE INSTALLED S THE SITE ANSITIONS T \ — i ARE A TR r .e. I Imo- 7� TZ TI T 1 T I T I—T �T -�� T1 TI T I T I—� I 1—r �� I T ,—T 1�T T7 ---�-I I I �� \ \ �'' RPcr a. T , T I I T a \! FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE T� '�I T _r r,, I ♦ T I I� /f I T I // T1 -I— I T I T I - �• I T �-T I T 1 ' T� �1 Z� I T IT i \I T �—I 1� UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z A A A I T I �� I T '4` —r 1—r T I T �� T I J�T I MU I `• T I T IL�- T7 - 1J I—r I—r �r T RIP y �f . 1 ' '...` <,• •:��- . J__J Imo- .Ra:.. .. �.,: LI \ !_L .. �I J-� 1 �-1 �- �_I �- I I�- 1 Lam- I ': ' • ., :.; - .'� yJ �J I �— IIr- I � v O I /L! \ _I 1-1 1— I .J—I y- I�— L J 1 �— -L yl I J— --L I_L — � � '• .:-. .'- „i' -'.. `-. ''>'':.' � ...;. ..1 . ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL I - }- Afph- _ _ _ -+-'_. -i a,• .i+--ice, - - \ •*: our�aodt 1 • T _ — — —_ — . -.. .• `; ':•.:�`�•• : -' - - - STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL :': �y - - RECEIVE SURFACE ROUGHENING.— — R A R CO�/� / 'i. t.. i +r. ° is , — 777 . .t ' R • s TION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZA 1 l �:• / s- , '�''•� AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Z ✓' "; ` I / OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY CO AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W O ' USED. N GIDDINGS RD_ " N GIDDINGS RD / _ n .'. •:s'. .`' ; ._ ' . /i : t" { THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED CI� 5000 GRADING OPERATIONSLL —- — — ,. .... • • 1. Y • . .. • : , . • 1. M i —ram A sJb- C _ a, . , - ... .. .• ... •�.\.. � � • 1. / .. .. . .. . . -� . ,•... ... . . ..< . . . . ';'• EFER TO THE SWMP REPO T FO DETAILED DESC IPT10N OF f w. ._yam • • _ ♦.. • a •. .. . .. .•. . .. . — — - , �• — .+ BEST MANAGEMENT PRACTICES. --- — — ---- k'- CJ/I�) ------------ — —— — — — — — — — — — — — — .. .�t'�:. .... s , a �ry� wz — ' —r. IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND 0 — — — — — _ ��y��,/,,,} — — — — :ti .,. IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS �� PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE / I / SF IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY 1 «rn SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O Cl) LU orn rn \ , \ I 7 / J orn � - " f•� � CONSTRUCTION. THESE PLANS NEED TO BE UPDATED BY THE I d� a J f � / ,. CONTRACTOR, THROUGHOUT CONSTRUCTION. 7 rl J II J I \ 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 — — — — — — — — / / PREVENT ANIMAL ENTRAPMENT. U. S000 4995 /� SF '� / l S 4995F LEGEND I"11 I I LIMIT OF DISTURBANCE J I / 00, aoi am Ills Ills Ills 1 l�IS 1'lIS FLOW ARROWS � \ / \ LGYJ■ LOD 11.00� 11_01D� LOD� LOD� LOD� LAD LAD LOD LOD� "'Y LAD LaD LaD� LODE LOD LW LOD ,LOD STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA GWA O VEHICLE TRACKING CONTROL vrG SILT FENCE sF SILT TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525Phone: 970.226.026.0557 F� JOB NO. 1230.0009.00 50 0 50 100 SCALE 1' = 50' scale 1"=50' feet DATE NOVEMBER 6, 2024 SHEET 1 / 21of76 TABLE OF CALCULATIONS Total Disturbed Project Area 21.10 Acres Total "Onsite"Area of Disturbance 21.10 Acres Total "Offsite"Area of Disturbance N/A Total Storage/Staging Area N/A l3 ,. Total Haul Roads Area N/A \ e \ '�\ , // �\ \ ) I \� / / Q / f / / / J \ 0 Construction Vehicle Traffic Area N/A \\ � � � / / � ,_,_ '� /� � �, / /71> N �- Est. Percent of Project Area Exposed 100% Est. Percent Vegetative Cover 90% Density ell Existing Soil Type Group D Clay Loam / / /'� \ r T, / / / / / / Ld Groundwater Depth 15 Feet \ � Number of Phasesw/ Project N/A Total Volume of Imported Exported (-) Materials N/A Total Area of Stockpiling of Fill or \\ / / / \\\ �A� Borrow Areas Off Site 0 Sq. Feet O Steepest Slope 3:1 H:V Distance from a Riparian Area or Sensitive Area 400 Feet / /� / \ \\\ / / �� 'l� MU / / \ — \ / / / J I m DRAWN BRB CHECKED DAP 0 DESIGNED 00, I KEY MAP BRB l NI T S. I V . I T.� FILENAME 0009_Erosion Control_Infra RAH' �� I EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR LF \ A ;�iV A A � ,� l l PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON �p,DO L/C SHOULD COORD NATETIMING OF IMPROVEMEALL EROS ONANDPROVALS CONTROLCONTRACTOR ITE S WITH CORE " •',,•p•�•• P� 0� SET PLANS AND MODIFY DOCUMENTS AS NEEDED. SWMP AND EROSION CONTROLS,\ • o o: \\� RP :�� /� \\ \ INITIAL BMP S: STABIUZED STAGING AREA (INCLUDES SOLID AND SANITARY TONAL E G WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION 1 I I \ O / � I \\ \ KITS)R FlLLING AREAS, AND LOCATION OF SPILL CLEAN UP F�' / l I I / / l SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND 7 MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. I INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE THE \ ,- � - MU ��-.' \ $y CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE J 6,'; I / \ TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:TEMPORARY SEEDING MULCHING SURFACE ROUGHENING Z � -/ , . • � � � A � I� ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS U RP �.:. :.....: � FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE MU A l UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. NGE. Z I — NY DISTU ED ARE WHICH H SNOT REACHED FIN— — — — — - . ;;' ..: .,..�.: . ..• -'-�.. _ _____ _ STABILIZATION WITHIN 2 WEEKS 0F BEING DISTURBED SHALL — RECEIVE SURFACE ROUGHENING. F ti. •9: ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED — N MULCHED. MULCH SHOULD BE SPED EVENLY T RATE Z AND D. D SPREAD A A ..`f-- , ',:: .�' �; :.": i ' •' '`� ' : '.' ' ° " '°" _ / / � � - OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY M AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W USED N GIDDINGS RDA- - - _ _ - - - D - — - N GIDDINGS RD_ . ..: �� '��.�� '� � �� - - �� - - ��.. ;.g°:. i n .�.�,.�� ;:' �.;:� �'�• ;.� � � � .: :►- '�;�,.::�;��•.•;'� � � _ _ _ _ � - — — — — _ _ _ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED — — — — GRADING OPERATIONS ILL . _ - i p. a . . .: , . ,. . .. . . . ..,.. :- R A DETAILED DESCRIPTION OF z �-- •��: � REFER TO THE SWMP REPORT FOR — — — — — — — — — — BEST MANAGEMENT PRACTICES. ,.. :.. .. = - - - - - - - - ram - - - - - - - - - � br — - - - — <: � .; - _ — �", � � goo IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND � . — r. :..�.� O. � LAD , � .. ,. ,.,�..... . _ .... . .,,-,. .. _ :, . � <' , `- IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS i �. 1 PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE RIP IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING Q Cf) W \ F.. I CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE of / ( I CONTRACTOR, THROUGHOUT CONSTRUCTION. � _I SF I I Z Q GREATER THAN 3:16 PRO XSLANDLOK CS2DOR OTHER LOPES CL Z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO 5000 — — PREVENT ANIMAL ENTRAPMENT. LL ... 3 4995 4995 / SF / y� I I / � I LEGEND _ SF _ / �,► I I / �5000 - - - - - - - - - - - - - LIMIT OF DISTURBANCE FLOW ARROWS� LOD LOD LOD SOD LOD r�7� SOD LOD LOD LODE LOD� 1� / � / � STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA O VEHICLE TRACKING CONTROL SILT FENCE SF SILT TST, INC. CONSULTING ENGINEERS 8 Suite Collins / / / / / / Z 80525 Colorado I Phone: 970.226.026.0557 JOB Na. 1230.0009.00 SCALE 50 0 50 100 1„ = 50' r � � scale 1"=50' feet DATE NOVEMBER 6, 2024 Z' I J ( / \ SHEET 22of76 i \ L ILI- \ LZ \ \ \ / (10 W X �J \ \ / F- L 0 \ \\ �� \ \ \ m L SHEET \\ DRAWN �J ' I . III \\ \ BRB I- 2 \ \\ CHECKED \, \\ \\ \\\ DAP DESIGNED \ BRB J \ \ FILENAME \� \ 0009_OVERALL UTILITY-Infra SHEET I \\ \\ po Lac �\ \ 25 �P...•.. � � \'a \ v� • ON �O FIF "ON \\\ S�4NA\E ' — -SS—SS—SS—SS—SS—SS \ -\ S H E E T - - �� 26 I \ vv'i wII SHEET co (n \ w w \ � 01 \ I cn (n V w SHEET — >- o II I \ � 2 8 � � � I m Co J C/, °NE LL l' Q Z J �o I > — J Z W W C \ OCl) > yy Cf) z 13L \ \ C/) I111 � \ \ GO \ C/) I I I I Cn I i I ss \ \ � I ICI I \ s TST, INC. CONSULTING ENGINEERS \ \ 748 Whalers Way \ ss, Suite 200 Fort Collins Colorado 80525 \ �I Phone: 970.226.0557 \ l ` JOB NO. I ss I I� 1230.0009.00 —T S -SS T SS T T SS T 5 --► wv SCALE 0 1" = 200' Fn F� 0HE 0HE—� OH OHE -OHE- SHE—�4HE OHE E - • DATE _ W W W W W W W W W W _ 200 0 200 400 NOVEMBER 6, 2024 1 scale 1"=200' feet SHEET � II 11 23 of 76 PROP. STORM TEMP FH FOR TEMP PLUG FOR FUTURE LINE FUTURE LINE Z EXTENSION — EXTENSION o (n a_ I I I I o U • • I I I � I > TEMP �FH FOR FUTURE LINE EXTENSION - - - - I _ MEM _ _I_ _ I 1 EXISTING WATER & TEMP PLUG� � NON—POTABLE LINES I FORFUTURE w FROM PHASE D TO I � 00 FLINT HILL DR N 1 I LINE EXTENSION BE EXTENDED o KEY MAP __ _ _ _ _ _ N.T.S. F — — I TEMP FES FOR FUTURE m — - — '-T STORM EXTENSION DRAWN — — - - BRB I� I TEMP PLUG FOR CHECKED FUTURE NON—POT PROP 80' ROW V I EXTENSION DAP 56 �/�1 I° ' �I I DESIGNED LOT 8 BRB I I FILENAME LOT 10 I I 0009_UTILITY_Infro LOT 9 I I PROP. STORM I I NOTES 1 D0 L/c I I° .• 1. ALL POTABLE & NON POTABLE WATER MAINS SHALL BE CLASS G QS WI G t 150, C900 PVC, BURIED NTH 5 TO 6 FEET OF COVER UNLESS LOT 7 I q OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. O�C� GOB 9.001. d� 9.00' 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET U.E. U E HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN �O� ..••..••�G� LINES AND SERVICES. S/ONAL E 3. 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 ° 1 1 I GREATER SHALL BE INSTALLED. LOT 6 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE LOT 11 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO I p 1 ° I PROP. STORM CONSTRUCTION. I o� � ) I 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT FACILITIES. 18„ STO M 18" STORM I 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES sT-o8 UNLESS OTHERWISE NOTED. ST-08 0 1 7. SANITARY SEWER SERVICES SHALL BE 6„ PVC UNLESS LOT 12 ° >I I OTHERWISE NOTED. 46 80 SFL 0 91 I 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS LOT 5 I l o = I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. LU F J 1 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED INcr N a I ACCORDANCE WITH DISTRICT REQUIREMENTS. Z 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' I rol UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS O LOT 13 FINAL ELECTRIC LINE I ENCOUNTERED. V ROUTING TO BE I C ° 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BECO COORDINATED WITH I I 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1 D Z LIGHT & POWER BEFORE TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. NEXT SUBMITTAL LOT 4 I METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q Q 1 w II I SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. J LOT 14 I I 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED CO IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. '.. I o I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM CIO THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER LL a I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q Z J AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. > z 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE LOT 15 LOT 3 I j I OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Q Q D MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO Z W THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE O OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE CIO Leo WITHIN THE EASEMENT. Q I I LOT 16 I 1 to '� I (L PROP. STORM sr—os ST-09 LOT 2 1s' STORM - 18I ST RM a � LOT 17 S 0.9 / o I \ LOT 1 / \ LOT 18 - - - -moo- -/ \\ A. \- - - - - - - - - - - -I g e I TST, INC. o �` I n I CONSULTING ENGINEERS 748 Whalers Way o ❑� F- z� I Suite 200 Fort Collins N TIMBERLINE RD °)o `" �no - d I r0 N I Colorado 80525 v~i ro _ ` N I ;C� I Phone: 970.226.0557 O V " "i0D x 18 STORM- �� d. N e p I O I JOB NO. B ST-10 z I 1230.0009.00 SCALE n r o ��.� / c v 1 30 0 30 6o DATNOVEMBER 6, 2024 - - - - m� - - - - - - - - - - - ---I SHEET LOT 7 =✓ j � scale 1'=30, feet SEE SHEET 25 24 Of 76 SEE SHEET 24 PROP. STORM sT-09 ST-0 I �'� LOT 2 � $STORM 18 p9R III M e� \ C) LOT 1 / \ o / \ w KEY MAP o .° I N.T.S. N TIMBERLINE RD ao o r o- om ❑ o a I o I m N Ct —~ w W_ ��° ° [a F- I p 0 DRAWN i 18" STORM- N �� I BRB N e o ` ° 8 o ST-1 O I Z{ I CHECKED —°— I DAP DESIGNED BRB C /� I FILENAME _ - - - o — — — — — — — — — — — 0009_UTILITY_Infro NOTES p.D0 L/c LOT 6 0 0� ..... \ s� 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS ' O��G O�S� • OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. �� G o. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET Q FG� •�: \ ° i HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN �G ••..•• G LINES AND SERVICES. S/ONAL E� 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL S SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR a SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH LOT 5 I THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR II I II GREATER SHALL BE INSTALLED. 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO PROP. STORM I I CONSTRUCTION. 9.00, 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT I i U.E. FACILITIES. 0 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES 9.00 UNLESS OTHERWISE NOTED. LOT 4 '' II 7. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS a OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE TRACT B II 11 PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. LU 35442 SF I ` s , ROW 1 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN p'Op• o 1 ACCORDANCE WITH DISTRICT REQUIREMENTS. Z 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' 1 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS O EXISTING ELECTRIC UTILITY 1 \ ENCOUNTERED. V LOT 3 BUILT WITH PHASE D 1 ,° 11 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE CO 1 o c 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" D Z �q 1 TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. Q FINAL ELECTRIC LINE 1 1 METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q ROUTING TO BE COORDINATED WITH 1 1 SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. CO LIGHT & POWER BEFORE 1 1 ° 1 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED NEXT SUBMITTAL 10 0 ` 1 IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q 1 1 REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. 1 1 LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM LOT 2 1 1 THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PROP. STORM 1 1 PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q Z J 1 AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. > 1 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE 1 REMOVE EX. 8" PLUG AND OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Q 1 1 TIE TO EXISTING WATER MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED D 1 UTILITY BUILT WITH PHASED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO Z LU THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE O C0 WITHIN THE EASEMENT. Q PROPOSED HYDRANT LOT 10. " w N_ M�pp�E F N LA 1 1 11 V 1 1 PROP. STORM ji PROP. STORM LOT 6 1 � 4" 24„ SC0R1 1 1 1 1 1 1 LOT 5 11 1 O 1 1 ' o LOT 8 LOT 7 1 v 1 \o°U E• TST, INC. _0 CONSULTING ENGINEERS END OF SANITARY LINE TO 748 Whalers Way 1 1 1 11 BE BUILT WITH PHASE D Suite 200 Fort Collins TRACT C 9.0� 1 1 Colorado 80525 21836 SF ��• , 11 1 11 Phone: 970.226.0557 LOT 4 roe NO.1 1 1 J 11 s 1 1230.0009.00 SCALE 1,� — 30' �V 1 0- I DATE 1 0 1 1 1 30 0 30 6o NOVEMBER 6, 2024 LOT 1 V ° 1 1 %n 1 a 1 1 V 1 scale 1"=30' feet SHEET 25 Of 76 SEE SHEET 26 SEE SHEET 25 ° 1 1 1 Z 1 �' o 1 0 \ 1 PROP. STORM z it co 1 \ 11 1 0 o 1 ° .11 \ PROP. STORM` S-� w 1 g STORM 1 N 24, S10RM 1 V 1 W ,. 1 1 1 \ W 1 1 \I 1 W 0 \ 1� 11 1 1.° 9:E_ 1 1 END OF SANITARY LINE TO EXISTING WATER UTILITY o oo, 11 1 BE BUILT WITH PHASE D FROM PHASED KEY MAP TRACT C 9• 1 ° 11 N.T.S. m 21836 SF E• 1 cL 1 1 m 1 \ J 1 1 DRAWN 1 1 Z 1 BRB 1 d 1 1 \ CHECKED 1 ` 1 1 DAP 11 o f 1 1 0 11 DESIGNED 1 BRB 1 1 11 0° 1 1 11 FILENAME 0009_U TI LI TY_I n fro EXISTING WATER UTILITY \ 11 FROM PHASE D �ONOWOOU DR 0 L 1 1 1 1 NOTES 1 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS PQ 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS C �C1G GO�S� • ce e o, OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. QF. �� o: ° 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET 0�F •*G� EXISTING SANITARY HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN S�•NA1_ � LINES AND SERVICES. ONAL UTILITY FROM PHASED 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR \_ONCWOOg DR // SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH / THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. n 1 EXISTING ELECTRIC / ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR 1 1 UTILITY FROM PHASE D / GREATER SHALL BE INSTALLED. 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE 1 s 1 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT FACILITIES. 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES UNLESS OTHERWISE NOTED. / 7. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS 1 1 / / OTHERWISE NOTED. _ PHASE D STORM BY \ SEPARATE PLANS 11 0° 11 / �j 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHPER ERWISE NOTED. ALL STANDARD BO ELD R SANITATION DISTRICT Y SEWER ODETAILS. LES SHALL BE W \ 1 gp' Raw\ \\ // 40 9 ACCORDANCE WITHALL MANHOLES LL BE DISTRICT ISTRICTI REQUIREMENTS.EMENTS.T AND A000M TESTED IN Z 1 IPR�p• 1 p 1 \ // �� / / 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' O EUPSTREAM OF NCOUNTERED. ALL MANHOLES WHERE GROUNDWATER IS TRACT D ,off, // �� / 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE \ 1 129493 SF �s- oA / � �� 3/4 TYPE—K COPPER ON A SINGLE METER PIT AND 1 > Z TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. Q METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q J \ O SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. CO 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. END OF IMPROVEMENTS ON 1 // j' // �G\'/ LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM L SANITARY LINE WITH PHASE D. \ THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER REST OF SANITARY LINE TO BE 1 \ EX. 24" PRPA WATERLINE / / PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q Z J BUILT WITH INFRASTRUCTURE. 1 1 `� / / / �j AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. > 13. OFE CITY IS TH REGIONAL ONSIBLE FOR THE LONGTERM TRAIIL WITHIN THE DEVELOPMENT.INTENANCE Q 0 \ 1 \\ \ EX. ELCO 12" WATERLINE / �� / / y /� MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO Z W \ \ \ / / THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE O CIO EX. METER PIT TO �' V ° � °` % / OF THE TRAIL,\ \ \ \ BE RELOCATED / y o X ° / AND ALL OTHER LANDSCAPING MAINTENANCE Q WITHIN THE EASEMENT. \ \ \ \ / / \\ \ \ \ \\ EX. ELECTRIC 0. PROP. STORM \ \ / EX. TELEPHONE EX. 2" WATER SERVICE PROP. 12" \\ �° \ \\ \\ SANITARY w / \ (SS /y / PROP. 2" PRIVATE WATER SERVICE ly TST, INC. o / CONSULTING ENGINEERS F 0 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE 1 n = 30' DATE 30 30 6o 0 NOVEMBER 6, 2024 \ a y \ 1'=30, SHEET scale feet 26 of 76 SEE SHEET 27 I m EX. TELEPHONE (\/ 4, d EX. 24" PRPA WATERLINE 0 PROP. ° 115' UE p Co w I I � o EX. ELCO 12" WATERLINE d - \ a \\ EX. ELECTRIC n \ A Q ��y ��,• �, ° ° KEY MAP d N.T.S. cp a —°' — — — — ° ° d d ° a° 4 END OF PROP. DRAWN�° ° d a SANITARY LINE \ BRB A ld W \ — ° d d d d¢ aeg° ° CHECKED ° a ¢ a a d ° W ° - - - ¢ DAP ° d ° � � \ DESIGNED W BRB— ° FILENAME d ° m 0009 UTILITY Infra v v LE y d aadd. — — P \ MA d a WT NOTES �4`�•''RE a a a ¢ ° a y a ° _ 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS d° -- d -- d a ° ° ° ¢ ° a° d i _ OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT �0� •.• �� C 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET d °° d - .ate a d. ° ° ¢ ov°� \ \ \ \ d ° d a HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN NAL LINES AND SERVICES. 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL °a PROP 2" PRIVATE SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR WATER SERVICE \ ati ° , SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH \ \ a° ¢` °d ° THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. rn /z ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR GREATER SHALL BE INSTALLED. / 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE 4 / AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ° / PROP. STORM CONSTRUCTION. rn d 4 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT \ ° d _ — FACILITIES. 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES d / _ UNLESS OTHERWISE NOTED. 7. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS I 2x4s" STOR OTHERWISE NOTED. \\ 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS W A 1, ° OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE ST-05 PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Z cr d 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. O 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER ISPROP. ROW (� V \ ENCOUNTERED. / �d WIDTH VAR ES ° ° ° ° \ I 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE > Z �� I 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" Q • r`'°° d 4 e d ° �.�5 �. TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. Q J ° `�' METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND CO \ I I SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. da 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED Q IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Co OUTLET STRUCTURE AND // a e � d I I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. STORM BUILT WITH a ° d LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM a PHASE D CORE SET TO e ° ° a° :1.-5i I� °°° ° THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER Z J BE RELOCATED / a g 'p' Q \ _ — I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED / / a a°rya 4 ° I AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. Q i d ° 4 d ` 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE 0 D LOT 5 d ° ° ° : ° I — I OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED Z W SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO O (0 I \ I THE TRAIL SURFACE, REPAIRING REPLACING SURFACE DAMAGE LOT 4 d ,' d d — h I OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE 11 ° WITHIN THE EASEMENT. d 0. i a a ¢ rn d I ` I� \ \ a a d LOT a ¢ ° , C a ° °°d ° a a d ° a . a °e d d \ a LOT EXISTING WATER ¢ ° d UTILITY FROM PHASE ao ° a ° LOT 1 D TO BE RELOCATED --- - d ° 4 d I I \ \ \ I I y \ V A \ C a a 4 I 4 rn d \° d° ° L \ ° da / od \ / I PROP. DE, UE \ (WIDTH VARIES) I \ \ \\ a y TST, INC. CONSULTING ENGINEERS m I I \ 748 Whalers Way I I \ Suite 200 Fort Collins I I I I Colorado 80525 I Phone: 970.226.0557 a d Qa � I I I PJF' I JOB No. ¢ 1230.0009.00 �Q LOT 3 ,I p 15.00 O\� U.E. ° d, z I I SCALE 1,� — 30' I ° , I I I DATE LOT 2 30 0 30 so NOVEMBER 6, 2024 ° I I LOT 1 I I scale 1"=30' feet SHEET SEE SHEET 28 27 of 76 SEE SHEET 27 JP P LOT 3 ,gyp, 15.00 ° I I U.E. °a Z z I LOT 2 I IT, a l zo ® al I I co U o LOT 1 I �' : d n ° I I I LOT 4 KEY MAP N.T.S. LOT 5 I I m d I I DRAWN ad I LOT 6 I a� ° °I BRB I PROP. DE, UE CHECKED (WIDTH VARIES) DAP LOT 7 DESIGNED I P I I PROP. I d PROP. 15' UE I 15' UE I I BRB FILENAME LOT 8 i I ml I I 0009_UTILITY_Infro I� NOTES o0 �i P C ppF� RE 1. ALL POTABLE & NON POTABLE WATER MAINS SHALL BE CLASS 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS I PROP 2" PRIVATE OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. p� WATER SERVICE 2. CONTRACTOR SHALL M NTAIN A MINIMUM OF 10—FEET G ` I I INTERIM OUTLET �/ HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN �O� ......••�G� STRUCTURE AND LINES AND SERVICES. M.E d I STORM PIPE 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL 30" STORM SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH i THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR GREATER SHALL BE INSTALLED. 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO I ° _ FINAL ELECTRIC LINE I � I CONSTRUCTION. ROUTING TO BE d COORDINATED WITH I 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT LIGHT & POWER BEFORE ml I FACILITIES. 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES NEXT SUBMITTAL I UNLESS OTHERWISE NOTED. 7. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. OR 84' Row 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE w I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. W 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN j I ACCORDANCE WITH DISTRICT REQUIREMENTS. Z 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' O I w I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS ENCOUNTERED. ° 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE CO 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" D Z I TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. Im w I METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. J — — — — 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED CO 4 _ M IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL a PROPOSED HYDRANT REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. I TIE TO EX. 12" ELCO WL I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM CO 12 X6 SWIVEL TEE I , I I ---r THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER LL 1-6" GTV (E) o I I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q Z J AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 6 PVC I _ J 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Q / MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO ° --� THE TRAIL SURFACE, REPAIRING REPLACING SURFACE DAMAGE Z W wl I I co OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE O WITHIN THE EASEMENT. Q I I I 1 0. EX. 24" PRPA WATERLINE — TRACT F -- 186198 SF J I w ` I EX. ELCO 12" WATERLINE a \ wl I \ EX. TELEPHONE EX. ELECTRIC w I I I LEI I PROP. L —' TST, INC. PROP. I 15' UE CONSULTING ENGINEERS 15' UE w ° a I 1 I 748 Whalers Way 4 a ° Suite 200 Fort Collins IColorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 I i \ SCALE 1" = 30' DATE I Lij da I \ 30 0 30 60 NOVEMBER 6, 2024 scale 1"=30' feet SHEET 28 of 76 \ I II I I — — , ::, o DRAWN �� `' / � '• .fir. ;:.� \ � / \ \ I I I BRB ;G' 'r� � \ \ // � ; h• \ / \ CHECKED �' h �\ > \ _ � / I DAP • " ~�' \ \\ / \ / ` YW} �5, , — / \ i I \ DESIGNED _ : .� � \ ,� : . � :, .,. : �: \ 1 \ KEY MAP \ / / I / I N BRB 1 FILENAME t o ,� \ r• ; ,, :.; \ I N.T.S. ��, Y.^` �' >' \ \ \ / • ' — / I I Y I 0009—Fire Hydrant PlanJnfra AL ,.,/'^�• � /V ' � \•• .r ,,:�� ••.. I \ •••••• .:�•� // � � _ � \ �P�� C \ \jam. � � / / / <�/ �\ / =�A _ � I I Y � •....•�� / • • / l . ` \ I LEGEND W 00" •A f w • I / I { / 4 { /1 Y + , .. ... f .. ... a.., I ! ° Q .� '� I � ��• Yew, �"� cf) cc LL z cc LL ,. ; . •:• / . ,. '. �: 'A, .� \ I REPRESENTS FIRE HYDRANT v � � � \ �:; f.�Y: � .•.•' \ � / \ •.� :Y�: I � COVERAGE RADIUS OF 400 FT ++ / ,a::_ I I• Lit.: / s r v s. / L / i/ a J V / \ I :f \ •r / \ �' f "' • • �• _ / ^:: _ /. _�� v = HYDRANT LOCATION -- > / o a O / .�. . !\\/ .' . \ ,;. / •.- ' ' � \ v,/ ••� •, �. \\ �\, \ a — EMERGENCY - k ` .. \ / \ \ �/ ,1: cn �' i' ., \ `; \... :°- \ = :°,' \ .� .� / .:. \\ •.. .. . • \ :`:,f.kx; \ � PERSONNEL/EQUIPMENT / \ WALKWAYS V it — •� � f r =, , / \ \ I / / % 'i '+. . \ \ ',�: `\F, \ //\ ``- TST, INC. CONSULTING ENGINEERS a� / I �•s' .�' .'� P <\ .;' ::�; I 748 Whalers Way Suite 200 Fort Collins ado 80525 N :.�.; , l/ r !'.. r 'LJ / �� <� :+a I Phone: 970.226 0557 JOB N0. r ,. /I ; 1230.0009.00 SCALE 1 = $0 LO } S. •h / J• \ / a ): �\ \ \ m7 I \ DATE °' ,✓ I / \ O� �- I � ' 80 80 160 NOVEMBER 6, 2024 ,+ % , ®\/ _�,. \ Y yt �\ / \ +: / I 1"=80' feet SHEET o / ..: , I scale / Y i A v V r \\ •4 V y r \Y '♦ / I C t / \� ,ty \ n. . z,. W t Ld Y / \ • / '- /. ,fin .A' I I ,, `•� •< \ \ '., I DRAWN BRB , / � CHECKED �.. •/ �\ / � , ':',: t='. DAP DESIGNED \ / ► I I \ I - :: y KEY MAP BRB FILENAME t � NTS \ a; 0009—Fire Hydrant PlanJnfra % / \I L. J77 G'V,•2�/• `\L�QQ�Ov�G�6 I y \>> � '\ � \ L �� • \� \ ••' / � � � \ � I + I \ �� Q�FDA �� I I• yy I � � •M ,. ti.::' ^.' moo5S-, • Ilk. I �: / e• ` \ •,f: / 1:=:\ �-''•r / I f;.fir 4i; LEGEND W N . T. S. Z l 4 P r Cf) CC CC LL. o F- W Z W \ I ' \ I REPRESENTS FIRE HYDRANT j/ COVERAGE RADIUS OF 400 FT 41 'G I I I _ �' � I = HYDRANT LOCATION LL \ \ I \ \ I I I yy I a = EMERGENCY a PERSONNEL/EQUIPMENT WALKWAYS \ I ► / I II I I I \ \ I I TST, INC. \ I I I N I CONSULTING ENGINEERS \ I / 748 Whalers Way (D \ \ II I \ Suite 200 Fort Collins I I I I I I I Colorado 80525/ N \ I Phone: 970.226.0557 3 \ I I N M N I I I I cos No. 1230.0009.00 \ \ I I I i SCALE ill = 80' \ \ I I I I I I I 0 80 1so DAM ,80 OVEMBER 6 2024 a \ I I I I scale 1"=80' feet SHEET / 30 of 76 Y SS-2H Z 0 (n a_ z it O 0 co U) w w SSMH — 2AA STA. 10+00 Li 70 Xi KEY MAP °° N.T.S. m LL \ II DRAWN V BRB I� Va NOTES XOO I CHECKED DAP I 1. REFER TO COVER SHEETS FOR LEGEND AND DESIGNED CP ADDITIONAL NOTES. BRB SSMH - 2HA ' SSMH - 2HC \ SSMH - 2HD STA. 11+95.99 ..e � \ � 5� - � _ I STA. 14+82.08 STA. 16+01.92 2. DUE TO GROUNDWATER, CUT-OFF WALLS FILENAME AROUND THE PIPE USING CONCRETE OR - - 0009 SANITARY Infra SSMH — 2H6 \ham= BARRIER MATERIAL AT A MINIMUM DISTANCE END OF IMPROVEMENTS 12f'0O STA. 13+67.96a _ — _ OF EVERY THREE HUNDRED FEET 300' FROM PHASED SSMH 2HE ) 1 s+oo i s+oo: STA. 17+30.44 T ED. �p,DO•L/C ALONG THE LENGTH OF HE PIPE S REQUIRED. I 0 . a -— GROUNDWATER CUT—OFF—WALLS SHALL BE p�.•apRE JP �3+00 y CONSTRUCTED WITHIN FIVE FEET (5') »+Oo UPSTREAM OF EVERY MANHOLE. THE CUT—OFF WG PVS • ffi 7+30 WALL SHALL EXTEND INTO THE NATIVE O 3 MATERIAL A MINIMUM OF 12 INCHES (12") AND QF- e EXTEND AROUND THE FULL CIRCUMFERENCE OF O� ..••..•••G� THE PIPE AT A MINIMUM AND HAVE A MINIMUM WIDTH OF TWELVE INCHES (12"). SEE SHEET 69 FOR DETAILS. C0 w J W U. z it O 5010 5010 O CC CO 00 2! U n Z 5005 5005 Q J PROPOSED a GRADE C J Cq > _ a — — — — — _ 5000 � J 5000 I = EXISTING a Z W GRADE U N 000, 4995 w J Li li II 4995 Z w W Z LO > (V _ > O C0 >_ I� Z _ -119.84 L.F. 128.52 L.F. � a 171.97 L.F. 114.12 L.F. S=0.22% S=0.22% 195.99 L.F. I-I S=0 22% - S=0.22% 12" PVC 12" PVC a 4990 S=0.22% - " - 12" PVC - 4990 0 12" PVC _ 12 PVC IL Z II 777 ---- --------- END OF IMPROVEMENTS - a FROM PHASE D _ 105 LF 18" CIO 4985 CASING 4985 UNDER N. GIDDINGS RD 4980 3 4980 ww� z 3 3 3 (n Z ^•• W•• •• W•• •• � co wO .mot M M c0 I II ¢ - 00 p � Lo 0 I� r_ I� 00 00 (0 00 00 0) 0OII)� � r� ^ � rn O 00 * rn 00000 o ° rn oCq rn � — 49754975 0) 0) 0,� 0) ^ C rn < 0C Vier = �N = N � = c = ON NO NOp Nt0O C%j 00II O +to +N +to LoII NO LO+ +O F- + B O 1 It I co r, II Z Z 0 II Z 0 II z 0 II z 0 II _ _ _ _ _ _ , (n H— (n H— cn I`— (n t— — (n t— — N H— 4970 NNofzz Z (n (nZE ? z NNZE ? z (n (nE ? (n (nEE ? z NNE ? 4970 TST, INC. 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"=50' V: 1"=5' DATE NOVEMBER 6, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet �� f �� VERT: 1"=5' WL-02 WL-01 C Z 0 ul a_ WL-03 0 u EO w w 0 16 LF 8" PVC F STA. 11+03.66 STA. 10+40.36 q, ° Q 8" 11.25' BEND ! ST 9 4 Q REMOVE AND STA. 12+9 1 RELOCATE FH 55.14 LF 8" PVC 8" 45' BEND 16 LF 8" PVC "A. 12+83.51 - _ - HYDRANT / s 22.5• BEND KEY MAP AND REDUCER 137 LF 8" PVC . 8" 8" -_x6" REDUCER N.T.S. II li I 1 8 15 LF PVC : 41 LF PVC TIE TO PHASE D _ m . . o JG s X c TA. 11+92.52 - - s - m 8" 6" TEE (SWIVEL a.. 7- a i HYDRANT 1-6" GTV (SE) Z�,F _ DRAWN MAPLE HILL DR. FLINT HILL DR. 1-8"X6" REDUCER io+4oWL-0210+00 - „ 8" pVC ; �2 NOTES. BRB 26 LF 8 PVC »+oo_ ,; . STA. 11+61.03 CHECKED 10+0o wL-01 11+0o WL-01 ii+s3 STA. 10+40.00 STA. 10+00.00 TIE TO EX. WATERLINE DAP HYDRANT ' 8"xs" TEE oo = 8" 22.5' BEND 1 . NO TREE(S) SHALL BE LOCATED - - g DESIGNED 1 8"x6" REDUCER lox o _ 2 8" GTV (NE)(Nw), . °. WITHIN 10 FEET OF DISTRICT STA. 11+36.63 2" AIR VALVE BRB STA. 11+36.63 '' z +50.00 UTILITIES. 39.25 LF 8" PVC STA. 11 X8" TEE P FILENAME y 0009_Water P&P_Infro 2-8" GTV (NE)(NW) STA. 11+19.82 2. CONTRACTOR SHALL MAINTAIN A STA. 10+00.00 �o� 8"x12" CROSS MINIMUM OF 10-FEET HORIZONTAL 0 1-12"" GTV (N) AND 18" VERTICAL SEPARATION �P,DO •c p0 L/ ( )( ) BETWEEN WATER AND SEWER MAIN o JP r 1 . 8 ST-01 p 2-8" GTV E W v�' RE 0 0 LINES AND SERVICES. o z 3. ALL EXISTING UTILITY LOCATIONS QF-� 0� o: I i m SHOWN ARE APPROXIMATE. o� .�• y LOCATION AND ELEVATION MUST BE S/ONA'L ECG\ VERIFIED BY THE CONTRACTOR AT LEAST 7 DAYS PRIOR TO CONSTRUCTION. ENGINEER MUST BE NOTIFIED IN WRITING OF ANY REQUIRED DESIGN CHANGES. 4. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. W CO WATERMAIN JOINT RESTRAINTS Z cr W � � J H >� V LL PLUG VALVE C0 O - 5015 5015 5010 5010 V loo NA Co EXISTING v -v PROPOSED REDUCER TEE PROPOSED _ GRADE cV- N -GRADE Cf) Z LL 5010 GRADE �� 5010 5015 5015 5005 J o_woo 5005 Q W0-w � Q ZINL J ��- II w EXISTING >- o_�a z-w Z 3 GRADE a o � EXISTING o �� BENDS 5005 _ N 5005 5010 GRADE 5010 _ 5000 8" PVC_� rN - - - - - - - 5000 Z W Wit a w 0 8 PVC LENGTH OF RESTRAINED PIPE N Z -PROPOSED- _8" Q Q 8" PVC -GRADE PIPE SIZE 8 12" 5000 5000 5005 5005 4995 - 4995 FI TTI N G L L ARV N/A N/A OF ° ORIZ. BEND 18' 25' in 4rRIZ. BEND 8' 11' 22 1/2° HORIZ. BEND 4' 5' 4995 4995 5000 5000 4990 4990 11 1/4° HORIZ. BEND 2' 3' w w = o N _ o o- REDUCER TO 4" 43' 74' z z w m z w- REDUCER TO 6" 25' 62' o- o z= Z Z Z O - w J p p J m z w- w - z w w - W w_ z w W w m m- REDUCER TO 8" N/A 45' m w ~ _ m w m m m ,n 4990 0 ¢ -�n r` m m M m rn �n 4990 4995 ¢ o Q, 3 cn d a N r� rn m (a o (o rn -m (0 N z r� N m c4.w Q / _ 4995 4985 O Q r w m _a0 1 _00 04- R '�:o `� ;- 4985 REDUCER TO 10 N A 25' (p � .-- to N v W�p 1,.1 (o O in oD a LO p X O cV QO _ 00 >- N r7 1� �i U-) u7 4 (0 � pNj O��. • rn tC v co n n N rn r- ►� •� J O r,� N prj u� N Cj +W + p00O+ m0 0+ MOD + 000 o � + - O+= C0000 _ +W.+ � � � -}- � 00 M00 + 000--I- 000- 0000 O OXNofa � rnA Inrn LOcVa r- 11 -0000a 0oOtt � cn6a to (Dop 00ofc C�� 00 � � � � o 0) rn rn + 0) .}, 0) - CY) OGo � + > + rnao + rno0+ nc BOO � Lo H � � � � u7 � �a � ln � - ODO � NU' O � N_O � 0 � _O � =0 T_ rn T_ Oq U' � ' N °' N ¢ � a � Q: aCL - a IV- f�l-�- d IV � d N mac} IV Na �- � � � N � 'd IVYCL ¢ a a O a m a ¢ a co ¢ ¢ a -a o_ -¢ a- M a 0- ¢ m a a ¢ a �a 1. RESTRAINTS SHALL BE PLACED ON ¢w � o U) o i` o � o (no �-- I-0� � o �w1- oO I moo � o � oO-- oO-F- oOE-- oo � oO I I � a moo i-- ooF-w JOINTS AT THE LOCATION OF ALL 4985 N F cn N -N cn 4985 4990 N a. m 1- 4990 4980 N F- 07 I- _ cn =-cn -m =-N I-- =-N � :E = cn _ N cn N cn = N 1- _�a 4980 FITTINGS. ADDITIONAL LENGTH OF 9+50 10+00 11+00 12+00 12+50 11+00 10+00 9+50 9+00 10+00 11+00 12+00 13+00 13+50 RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED TST, INC. EACH WAY FROM VALVES AND BENDS. CONSULTING ENGINEERS 4. SINCE VALVES ARE CLOSE-ABLE, THEY 748 Whalers Way ARE CONSIDERED A PLUG/DEAD END Suite 200 Fort Collins APPLICATION. Colorado 80525 Phone: 970.226.0557 5. MIN 5.0' GROUND COVER READ. JOB NO. 6. ASSUMES 200 PSI TESTING PRESSURE. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE NOVEMBER 6, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 32 of 76 VERT: 1"=5' WL-05 WL 04 Z 0 Ul a_ z it p 0 co WL-06 � w W I - Q KEY MAP N.T.S. b STA. 10+00.00 4 z DRAWN REMOVE 8" PLUG & TIE TO EX. WATERLINE NOTES: BRB " p CHECKED DAP 37 LF 8 PVC sTA. 10+00.00 1 . NO TREES) SHALL BE LOCATED 8"x6" TEE (SWIVEL) `n — WITHIN 10 FEET OF DISTRICT DESIGNED B 10+00 0+37 1-6" GTV (E) o STA. 10+76.63 UTILITIES. FILENAME BRB STA. 10+36.76 1HYDRANT MIDDLE FARM WAY 10+00 HYDRANT — 2. CONTRACTOR SHALL MAINTAIN A 0009_Water P&P-Infra STA. 10+12.09 1-8"X6" REDUCER 10+001 �0+77 8"x6" TEE STA. 10+00.00 7 MINIMUM OF 10—FEET HORIZONTAL STA. GTV0+ (SE) HYDRANT . _ .� AND 18" VERTICAL SEPARATION P00 0. STA. 10+25.67 .•... Q �� BETWEEN WATER AND SEWER MAIN Up�• pRE (SAV4 � LINES AND SERVICES. G PQ Q —_ z a 3. ALL EXISTING UTILITY LOCATIONS QF- �p� Y. SHOWN ARE APPROXIMATE. �o� s ..•...••�� LOCATION AND ELEVATION MUST BE TONAL E VERIFIED BY THE CONTRACTOR AT LEAST 7 DAYS PRIOR TO CONSTRUCTION. ENGINEER MUST BE NOTIFIED IN WRITING OF ANY LL REQUIRED DESIGN CHANGES. 4. ALL WATERLINES SHALL BE C900, DR 18 PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. W C0 WATERMAN JOINT RESTRAINTS Z cr W � � J H FL PLUG VALVE cf) V� O 5010 5010 < Old Q CO REDUCER TEE CO Ix Z 5010 5010 5005 PROPOSED GRADE- 5005 Q Uri �L Q EXISTING > GRADE Qo EXISTING — BENDS 5010 5010 5005 GRADE— 5005 5000 5000 PROPOSED LENGTH OF RESTRAINED PIPE Z LU W 1 O GRADE — O C0 F_ PIPE SIZE 8" 12" � Q Q PROPOSED — GRADE ao FITTING L L 5005 5005 5000 5000 4995 1CD 4995 ARV N/A N/A 0. EXISTING 90° HORIZ. BEND 18 25' Ld GRADE 8� PVC Z 45° HORIZ. BEND 8' 11' J M 22 1/2° HORIZ. BEND 4' 5' w ri � rn 5000 5000 4995 4995 4990 4990 11 1/4' HORIZ. BEND 2' 3' II REDUCER TO 4" 43' 74' W N > Zi Z REDUCER TO 6" 25' 62' J - w w w- w w_ REDUCER TO 8" N/A 45' 4995 a, -o z 4995 4990 0 ¢ o Cn Q 4990 4985 0 �_rn m ;n �Q 4985 REDUCER To 10" N/A 25' o_ r C � t0-O� O . top 3n cD -Nd Oi cX-Op O)14 7- O � ax O d- o+ � °°-+= 0+ o = o+ � °° =o+ 0') 0 0 co _0+= NOTE& 0 'mN-OO_ � �� a _ � � N -'_ " IV � � N-� ao _ - Qo_ � -a a- a- of1. RESTRAINTS SHALL BE PLACED ON o o- �� - o o -I— o o o o �- JOINTS AT THE LOCATION OF ALL 4990 (n � r a 4990 4985 N p 07 a� 4985 4980 - U) r x: U) � = cn = 0 a 4980 FITTINGS. ADDITIONAL LENGTH OF 10+50 10+00 9+50 9+50 10+00 11+00 9+50 10+00 11+00 11+50 RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED TST� INC. EACH WAY FROM VALVES AND BENDS. CONSULTING ENGINEERS 4. SINCE VALVES ARE CLOSE-ABLE, THEY 748 Whalers Way ARE CONSIDERED A PLUG/DEAD END Suite 200 Fort Collins APPLICATION. Colorado 80525 5. MIN 5.0' GROUND COVER READ. Phone: 970.226.0557 JOB NO. 6. ASSUMES 200 PSI TESTING PRESSURE. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE NOVEMBER 6, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 33 of 76 VERT: 1"=5' ST—01 ST-02 ST-03 Z 0 Cn a_ z 0 o Cn �n_ o w o- y 0 DRAWN BRB CD CHECK. - — ED DAP I ' 1J J T� • � �— DESIGNED BRB / S —01 i - ST-02 10 00 ST-03 r`' , / 11° OOI 1 +00 ii1 a + �— ,\` � ) 11+00 10+00 _T FILENAME KEY MAP x48 S 0 y �,�� ' - ��, y'y X4 ST� ST-13 FES-2A 0009—Storm—Infra — —� — STA. 10+00 �� FES-3B �! FES-2B 1 sT ,� y I FES-3A N . T. S. L� STA. 11+06.60 w �� I 1 — 1 FES 1 B STA. 12+41.69 ;y 1 y I I ,L 1�-/ �� y 1 y y y STA. 10+00 �yy p0 L/c STA. 11+51.14 / FES-1 A •••••• I--,' STA. 10+00 — '� I -ti - �I ,� y,y — �,�/ �o�,•;,pRE O�P�O\ rt I I I E • I II IIr m1 w %NA\- I I I ICI I I ICI I - �' i - II II II II SI I I IIII I I I `,-' III III �� I� II I � � I � iI � � � � I � i�► III II � - �, ill � .I li �,� , 1..._ I � �I i III NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS Lu REQUIRED. cr CO Z pLu J 0 H � V LL - � O (L > oC oC p m CDtf � a o Cf) CC Z LL > Z J a p °- 5015 5015 5015 5015 Z W Cr OCO O 100-YEAR a 5010 HGL — PROPOSED 5010 5010 5010 5010 5010 = CO GRADE _ EXISTING 100-YEAR GRADE HGL PROPOSED GRADE 5005 -- - 5005 5005 y5005 5005 100-YEAR 5005 HGL PROPOSED � GRADE Q�\NcC \HG` _ G 151.14 L.F. 5000 S=0.20% 5000 5000 241.69 L.F. 5000 5000 5000 2x48" RCP S=0.20% (PRIVATE) 2x48" RCP - _ 177 (PRIVATE) ;- EXISTTNG— 106.60 L.F. 4995 4995 4995 GRADE 4995 4995 4995 S=0.20% 3x42" RCP (PRIVATE) LO ppLO �M VN Q '� O Odd' O 0c0 4990 r� >a.m o 4990 4990 co^ -^ 4990 4990 co co 4990 Z � +� w 0) `� ±0 +� +� �°�' o0) TST, INC. +� Q o CONSULTING ENGINEERS mill � EL 0 all mill N � II mill M � II 748WhalersWay I j I I I I I Suite 200 Fort Collins to Q j Z v) (n 1_; Cn Q j (n Q j C/) Colorado 80525 wI— _ wI— Ld WH wH wH 4985 L Z u- N Z 4985 4985 u- N— � N Z 4985 4985 � En � N Z 4985 Phone: 970.226.0557 ` in JOB NO. 12+00 11+00 10+00 9+50 13+00 12+00 11+00 10+00 9+50 12+00 11+00 10+00 9+50 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE 50 0 50 100 NOVEMBER 6, 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 34 of 76 ST-04 0 L a_ Cn o- ST-05 0 0 cr, w w ST-06 w Q 0 ;\ � �. � \ � =`- NJ ': ��. .� � I I I � � �� '' _ - 11 r`a �� - � \ � / � I � III ' I I � pl I� I � m a I DRAWN BRB a . 41 a DAP a DESIGNED rl BRB FILENAME KEY MAP 0009_Storm_Infra N . T. S. . \ ` I I OUTLET STUC UREFES-4A INLET-4A (TYPE 13 W V.G. • PDR 0... .L A. 10+00 STA 10+7 .30 STA. 11+71.81 E} 5T-0 T— STA. 10+04.31 ST-06 � C0�p` / Q G 48 S R,I. 30 S RM 11+00 11+72 / • D��G O``�j FES—5B FES-5A STA. 10+00 /` I:. I �o S ......••�G• �ONA�E 4 . NOTES - fill-- 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS Lu REQUIRED. Er CO Z p J O _ � V LL O (L p m COtf � a o Cf) CC z 5015 5015 5010 5010 L Q Z J 5010 5010 5010 1 5010 5005 5005 �T �ifd Z W v . v EXISTING PROPOSED O O PROPOSED GRADE GRADE Q 100-YEAR GRADE PROPOSED HGL 100—YEAR GRADE EXISTING CO 5005 GRADE 5005 5005 5005 5000 HGL 5000 100—YEAR — _ HGL EXISTING GRADE I � 5000 5000 5000 5000 4995 LEN4995 200.34 L.F. 77.30 L.F. S=0.20% 16=0. L.F. _ S=0.20% 2X48" RCP 30" 4995 240 RCP 4995 4995 (PRIVATE) 4995 4990 PRI RCP 4990 w (PUBLIC) 3 3 (PRIVATE) 3 a, I - CV O � M w- I. a�- o w rn rn 4990 o rn n N 4990 4990 - M,� �_af N 4990 4985 "?,�� 0 00 4985 pow — " � �t II p0) EN 0., � N p� p� +� II Q +0 +� Urn\� � � 0) + +d- N + OOiI— QO w �I -in Q 0) Q QO Z � II � u) LO w d- O ICL w I-_ I- _l w I- O W I- W I- D I-_I 4985 � U) Fr z _ z U) � z 4985 4985 L` N Z ~ L` 07 Z 4985 4980 L` N Z O o7 w Z 4980 TST, INC. 9+50 10+00 11+00 11+50 12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 12+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 50 0 50 100 NOVEMBER 6, 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 35 of 76 ST-07 ST-08 ST-09 Z 0 01 a_ z U o co CO o w T�' L , \ DRAWN BRB 1 _ r \ 1 1� \ \ I I 1 INLET-9A (TYPE 13 V.G.) I \ \ CHECKED 3 ! \ \ h INLET-8A (TYPE 13 COMBO) \ I \ \ \ I 1 STA. 10+67.44 \ DAP V FL_ 0 _ _ \ STA. 10+55.56 =J I (11STAFES-9A - INLET-98 TYPE 13 V.G. \ DESIGNED STMH-7A STMH-7B FES-8A a INLET-86 (TYPE 13 COMBO) \ — ■ . 10+00 I STA. 11+01.44 , BRB Uo ; STA. 11+04.86 STA. 11+81.24 ,I , \ STA. 10+93.56 \ _ ST-07 STA. 10+00 ST-08 ST-08 \ I ST-O9 ST-O9 FILENAME _ x I I � I\ J . 1 00 1 " T Rnj \ / I \ t / 0 18 ST0 M 11+0 I \ KEY MAP 0009_Storm_Infra f4p I I STO \ \ \ \ I / III N . T. S. F Poo �i� FES-7A .y6 \ \o \ \ \ \ �� _ I \ \ \ I I \ •ap �. STA. 10+00 � I � I IIt� �� 1 - -� \ \ \ \ I � r � ( I = � _o N __ o \ � � Sao...•E�G� �a NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS LU REQUIRED. it CO Z p J O — � V LL — � O (L p 5020 5020 m CO � SI � -0- a� cc Z a ' L Q Z J 5015 5015 5015 5015 5015 5015 — fix _ a EXISTING p GRADE i 5010 - 5010 5010 100—YEAR 5010 5010 5010 O CO O PROPOSED = HGL - GRADE . i EXISTING 100—YEAR CO PROPOSED GRADE GRADE HGL GRADE—PROPOSED 0. EXISTING 5005 5005 5005 I 5005 5005 GRADE 5005 38.00 L.F. S=0.40% 18" RCP — — — — — 34.00 L.F. HG (PUBLIC) S=0.40% HG 8" RCP 5000 — 5000 5000 5000 5000 (PUBLIC) 5000 55.56 L.F. 104.86 L.F. 76.38 L.F. S=0.40% — 67.44 L.F. 104.86 L�� S=0.40% _ S=0.40% 18" RCP — S=0.40% " 36" RCP (PUBLIC) 0 0 18" RCP 4995 36 RCP ^ 4995 4995 - m - m 4995 4995 (PUBLIC) ^ 4995 (PUBLIC) ,� (PUBLIC) � m N CV U ONO T_ -n N eM- -M LO V_ Q^ IOII I 11 II NO O m CDm O w wC6 O) O 0 N 0) cp ` tG O 0rn pOerIIj 4990 o 00 ° rn C0 N 4990 4990 U� 'T'O 4990 4990 � CD � 4990 o CID 4 o oo rn r � �� + m + +cc) m a +� + LO p m op+ Q O 0 O1 +,O z LOZ)z I � z 0) 0 O I = = I ~ II ~ II I ~ II w II NQ F_ a a Cnd w Q w Q CnIg w Q w Q TST� INC. w w Z ~ Z Z ~ Z w ~Z Z ~ _j Z Z Z ~ J Z w ~Z Z ~ -j Z Z Z ~J Z CONSULTING ENGINEERS 4985 L` N— N (nw—— N Cn E — 4985 4985 w N— — 0) w — — — in w — 4985 4985 w N— — N w — — W w — 4985 1748 whalers way Suite 200 Fort Collins 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE 50 0 50 100 NOVEMBER 6, 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 36 of 76 Z O Cn a_ ST-14 0 0 ST-13 o w o' w DRAWN / / ` �° BRB `� TMH-1 OB• / ' / / / / 1 / — 1 / \ CHECKED I I I � � / • \ DAP STA.S 11+93.37 _ \\ \/ � `,o, .' �. .. p ... / / i - / / / / • �F DESIGNED BRB . I STA 10+27 INLET-10A6 TYPE 13 V.G. i FES-10A STMH-10A .; / \ ) / 1 ,1 \ FILENAME STA. 10+34 _� INLET-10CA (TYPE 13 V.G.) KEY MAPn� STA. 10+00 STA. 11+32.73 INLET-10AA (TYPE 13 V.G.) / / , ,, STMH-10A I STA. 10+00 10+08.16 - - • o • / - ST-10 b 2xo • a T 10+00 / a / 10+00 8 ST M'�• 11+00 ��• / � 10+00. OR � � � LET BA N . � T. S.' IN -10 TYPE 13 V.G. 10+0o I D / STA. 10+28.68 _ P. .L C � INLET 10A (TYPE 13 V.G.) . � . . . :, . s y • STMH-10C ' •." ;� a �Q.. RE P�, STA. 10+74.80 STA. 12+35.77 STMH 10B g / STA. 10+00 G / P� �c G S P F R: - / � NAB r r / / I / I I y NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. Z3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE A LOCKING LID IS REQUIRED. CO Z � J O - � V LL - � O (L p m CDtf � a o � CC z 5010 5010 5010 5010 5010 5010 5010 5010 a L a T-'KO ��1 �. -T'� �.; Z J 100-YEAR _ HGL 7,.EXISTING EXISTING PROPOSED GRADE EXISTING 100-YEAR — 5005 PROPOSED GRADE— � 5005 5005 GRADE 5005 $OO5 GRADE HGL 5005 5005 PROPOSED EXISTING 5005 100-YEAR GRADE — _ GRADE— GRADE PROPOSED - HGL - - GRADE — O CO O 57.93 L.F. - ....1 L.F. 42.40 L.F. -27.00 L.F. 7.00 L.F. 100-YEAR S=0.40% 28.68 L.F. - HGL a S=0.40% S=0.40% S=0.40% S=0.40% _ 18" RCP S=0.40% 5000 18" RCP 18" RCP '_'_18 RCP 5000 5000 (PUBLIC - 18 RCP 18" RCP 8.16 L.F. (n PUBLIC PUBLIC) (PUBLIC) ) (PUBLIC) 5000 5000 (PUBLIC) 5000 5000 -S=0.40% 5000 - (PUBLIC) ( 18" RCPUl 1 (PUBLIC) 74.80 L.F. — 4995 S=0.40% ^ 18" RCP ^ 3 4995 4995 w 3 3 4995 4995 0 w 4995 4995 - c� _ 4995 (PUBLIC) z vv vv _ - ^ P _ v W 1-1 M NZ M CID O M OR P7 P7 — ^ O W O . W W I� - In I) W = W 57 r� In In n � O 0 f\ 00 0 0 � (� ^ n u7 u7 O � 0 - 9 � � 0 '9` ^ 0 '9 � � � 0 g r; ^ 0 0 0 9 ^ 0 '9 � � 0 0 O o0000 � — 00I'')000 "t 00 � dN' 00 'd 0p �^ 00 � L O � 00 r, 00 d0 .� tD � � � � 0d 00 � 00 � 00 000 � cfl � 4990 a, rn rn a� _ M rn a� �,� rn rn 4990 4990 d rn rn 4990 4990 _1* a� rn 4990 4990 � rn rn 4990 o 'T Nn 't � ,� � � ui ,t � Q o rt) m ¢ a6 orrice 0 IT < Orn Q �p II QMOO II m000 II UMoo II Q Oo II UNO II Q Mo II m No II moo II Qoo II U pO II Q +� O +o II O +m II If -0 + 0 II II o +� II II - O +o � o +� II II O +0i_ o +o � O +0 II II � O +0 II II � O +o � II I z p I Z Z p 1 Z Z O I Z Z O I O I Z Z O I O I 0 I Z Z p — I T— Z Z O I 0 LO 0 0 `- O� O `- � � •- > > LO � O — O to Z `- LO �- 0 O � 0 O `- O N O = II - - = II - - = II - - = II - - �- II - - II - - v� Q WQII ¢ Q Q - WQII � ¢ WQII wall = = W II NZ Z N� Z Z = NIj� ZZ ZNNRZZ Z NIj� ZZ Z Z N�Z �jN�ZZ Z Z N� Z Z � � Z NN � ZZ Z -m � 2ZZ Z Z �j� Z 4985 4985 4985 4985 4985 4985 4985>: L 4985 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 11+50 11+00 10+00 9+50 9+50 10+00 10+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 50 0 50 100 NOVEMBER 6, 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 37 of 76 ST-13 ST-11 Z ST12 0 Cn m z 0 o Cn �n_ o LJ w Q 0 v \ I I O) x s , DRAWN BRB \ `� / +r • t• ` CHECKED I DAP _ — _ 1 i I // � — I I ,• ', —.-" -- DESIGNED �t - � I _rn � •,,. BRB a I I / I FILENAME INLET-11A (2xTYPE 13 COMBO) INLET-12A (2xTYPE 13 COMBO 1 "' -� 0009 I KEY MAP —Storm—Infra •a STA. 10+58.35 INLET 11 B (2xTYPE 13 COMBO ,( x ) 1 STA. 10+ 3 INLET-12B (2xTYPE 13 COMBO) N . T. S = FES-11 A ��:: STA. 10+96.35 �\ �• FES-12 I, n ,� STA. 11+15.73 � °'� ` •� � '� '� '' ' ,�� S. 0 L STA. 10+00 I STA. 10+00 I - 4" STORM ' ST-02 y j �P.D•••• /C I ST-11 ST-11 ST-12 ST-12 I \ \ Qgg -- � �j�` O�•.•••RE �Q�, \ I r / l/ / 10+0 4 T RIM - 24 STOR � / / / 10 60 24" ,Tt1+00 I � \ � � � x48'_ ST• gT-13 FES-13A �/� V: � QQ�°�G�° 10+00 J1 INLET-13B (TYPE 13 V.G.)' INLET-13A (TYPE 13 V.G.) • STA. 11+42.03 J ° ••••••'•�G� STA. 11+08.03 r I I— � I I I — I —� �.�o° �f _ I �`� ' rrr 1 b I I I ICI NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHER WISE NOTED. 2. ALL STREET INLETS WITHIN PANS ARE CDOT TYPE 13 WITH VALLEY GRATE UNLESS OTHER WISE NOTED. 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN 1 FOOT OF FINISHED GRADE, A LOCKING LID IS Lu REQUIRED. Er CO Z p J O � _ � V LL - � O (L p m CDtf � a o Cf) CC z Q ' L Q 5010 5010 5010 5010 > Z J � p 100—YEAR- Z HGL 100—YEAR W 5005 5005 5005 HGL 1 5005 5010 5010 0 C O PROPOSED EXISTING GRADE PROPOSED -GRADE GRADE 58.35 L.F. _ _ 38.00 L.F.- EXISTING S=0.40% — — S=0.40% GRADE 24" RCP 24" RCP _ POSED - 5000 (PUBLIC) (PUBLIC) 5000 5000 38.00 L.F. 5000 5005 1OO-YEAR GRADE 5005 /hULS=0.40% HGL 24" RCP (PUBLIC) 34.00 L.F. S=0.50% 18" RCP EXISTING 4995 4995 4995 4995 5000 PUBLIC!( ) HGL G HG L 5000 77.73 L.F. _ — S=0.40% 24" RCP m m (PUBLIC) m m _ m m 108.03 L.F. 4990 0 .. o ^ 4990 4990 0 0 4990 4995 ^ S=0.507 4995 c� 3 -v 3 0 00 w -0 — w 18" M r) ^ M > > - 3 v RCP _ PUBLIC) z � � (D � � � � � M r I'7 — v � ( W CO W I� W —_ � W 0) ^ — d. N -_ I i I, 0 Lfi~ W~Z W¢~ to C6 0) L13 OX `�x N0) ) 00 ,* 00)4985 M d 4985 4990 o rndII' 4990rn ri � ovao ' r t° o o ` c o 00rn 0 m +0 + - +0 0 0rn +� +0 + p + O + 6 O � o � N0 o u') U u M0 Z o � o Zo o o Zo JI� Lj cn TST, INC> Z » � N u- � � »(n ZNu_ � Z 4980 498 Z Z (nZ Z Z N Z 4980 N LZ Z —Z U) ZZ NZ CONSULTNG ENGINE Li L 4985ERS � 4980 Z 4985 748 Whalers Way 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 12+50 12+00 11+00 10+00 9+50 Suite Fort Collins Coloorara do 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE 50 0 50 100 NOVEMBER 6, 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 38 of 76 MAPLE HIL.L. DR 80' ROW (MIN.) 10' PKWY 38' ROADWAY 10' PKWY 5' 6' (TYP.) (MIN.) 6' 5' WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) TRAVEL TRAVEL z 0 07 m z o' o_ u co MINOR COLLECTOR 5 o N.T.S. w o- MAPLE I� L AND N TIMBERLINE RD I 20+So.1 s 5002.30 PC PT 10+74.21 I 20+72.99 5006.48 I I 5002.22 - PT PC PC•. . 10+76.14 PT PC �I 'I� 19+26.53Li 20+69.06 5006.47 12+50.90 12+56.05 i 5001.70J. 5002.18 0 5005.54 5005.51 �; ,.::i r. - PT '= KEY MAP PI PC PC „ ... ,• .. R PT, R \ 19+19.36 1 19+30.46' 10+46.07 10+82.14 PT ..:..'... . PT N.T.S. 12+4s.s8 FOR DUTCH ROUNDABOUT \ PT 5001.78 •.; '5001.66 Zo+oo 5006.65 5006.43 12+60.76 :s `.'' 17+56.97 PI 5005.51 5005.48 FLOWLINES SEE SHEET 48 - \ 18+24.73, ,. m 'r•� 5002.61 10+30.07 PT PT PC I ,.., \ ,5002.28 .,.�' ;'; PC• �E ok�" �R ... ..' .43 5006.73 10+86.06 12+39.80 13+19.83 / \ PC 15005.82 MAP O DRAWN 5006.37 5005.47 `' r` {' 17+52.54 PC,.:.: ' %• PT PC / ' . :��• 5002.64 ..-:18+20.30 �9 g+ 10+01.93 - L L L - _ PC , .. • ..j:; .: \ _ _ - ;.. 1 00 ,20+77. I j B R B 10+93.23- - - - - - - - - - -PT - - - -. / ,:A... \_ - `' 5002.30 20+ LEGEND CHECKED 12+35.88- - r 'ti,;. PT.;. DAP 5006.87 5006.27 13+24.54 PI:; " oo r", 5002. 17+51.09' �gk = ..�. . T . ., . _ . ,.,. .:... .,; .14+47.76'. ?.,.�.�• ,., : :'.;�� . ...PC _�-.,. - 0 PT -,-; � �. � � fn .. .. .. . . . .5` 5004.64 r 1$ 19+38.97 01 16+28.51�•.. , ':'•..,:' r ';. ...• i <'.•.>•:.' DESIGNED 10+00.0o s 10+97.16 ", r;, 5003.30 _ 66 PROPOSED CONCRETE L'�y'• 5006.88 '� 5006.21 :; _ - - - w:: 4. 5001 w .+ B R B •.: 11+00 12+00 - , .. ,..T:. `..�� 4 ' :,.. 17+ �ak�o PO PROPOSED PAVERS 13+00 14+00 '•�' 15+00 16+00: - 17+00 19+35.05 FILENAME 10+00 I 0o to i4+oo ::.:, . ,:. ,. >.•. . 1s+oo - .: . .. - 5001.70 - PC ': \ 0009_Street P&Ps_Infra 9+00 BP 10 00 MAPLE HILL 11+00 12+00 13+00 A ;:"z.'.;, " 15+00 s' "',.: . 17+00 - PT 13+00 .18+29.28'. 10+00.00 11+00 14+00 � ;:' '.!��• '' ' 15+00 • •. 002 19+ 88 5006.88 12+00 S 9 .78 - - �. ,�'.; :.: :• PT PT ,. . . .. �..•.,.. .: .,: , ;.• :., ..,::•.`.,.�. .... .... . '17+59.54"... PT � 19+11.34 � NOTES Pp0 L/c 10+00 ;. ,.'... .... : 12+35.88 ,... .-. " .. . . . . s 'r - ■ .• ••.• .' '.: ..: ._ 10+97.16,• , r... . ,... ' .. 50 1.88 •.•PC 13+24.54. ., _ 16 02.64 18+32.51 500 � i. 5oos.21 5005.44 :. .. '.': ::.,_:.... .,. ;..., . 5005.01 :'.•R..• .;' }.: '` ...,. '. •.: .. ":'.: •5003.35 - 5002.28 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL o`� ORE JP� 19+23.95 PT F.:: ';�' PC PT 14+47.7s .: .:, , s ., ,. ,:. _ _ - PC PC 5001.82 10+01.93 -10+93.23- - - - - -12+39.80 - - - - - PC - - _ 5004.34 �: -� - - 17+61.31 PC 19+09.09 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5006.87 .: 13+19.83 \ RAISED CROSSW LKS` '`' I 18+34.89 ,,, 5001.90 q 5006.27 5005.47 5002.63 1 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. �G �S • PT 5005.04 \ .:,. r. �;�:. / 5002.27 PC pT :.::„ e . +Y / PT PT '� 1 +81. r.. Q�. 0� �O• w 10+30.07 ':': 10+86.06 12+4s.98 x 12+60.7s ° . 18+36.So 5 02. 4 `` 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL F 5006.73 5006.37 5005.51 5005.48 ':- <: • ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT �0 S ''•�G\� PC / 5002.62 2.26 PI '�•; , ; NAL 0 10+82.14 12+5oso Pc \ PI SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 0 10+46.07 ._ 5006.65 *' �'' 18+65.20 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT ' 5006.43 12+56.05 \ PC _ : �.. PT 5005.51 \ :..�• '., .;:';; ... 5002.12 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK 10+76.14 + i 0+74.21 / TRAFFIC ON ALL SUBDIVISION ROADS. 5006.48 ? :�.': 5006.47 , +�. 1 5015 5015 MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: MAPLE HILL DR - LFL ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 5010 - 5010 MINOR COLLECTOR 5.5 7.0 _ TWO LANE ARTERIAL COLLECTOR 7.5 11.5 -1.519E 0.6296 -o•55X o.559c- 4.869� DUTCH ROUNDABOUT SEE SHEET - 0 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED -0.5056 -0.629r - - _ - --0.6496- 48 FOR FLOWLINE PROFILES STA = 18+24.73 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. -0.64% 0.50� - ELEV = 5002.28 5005 -0,74 -0.55X = PROPOSED STA = 18+20.30 w 5005 STA - 10+97.16 GRADE ELEV = 5002.30 w 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W ELEV = 5006.21 - - - 3.56� 0.509E to NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED STA = 10+82.14 STA = 12+35.88 -- - - - - - - -0.579' -0.5595 1.119r w TO A MINIMUM OF 95% PROCTOR DENSITY. Z W ELEV = 5005.44_ STA = 13+24.54- - _ - -0.509r ELEV = 5006.43 - - - - - _ _ _ _ -0.509r w 0o COD D n Ioo �.- STA = 12+50.90 ELEV = 5005.01- STA = 16+54.04 - - - -0.509 --_0,50�_ 0.5ox N O J STA = 13+19.83 o-_m m ELEV = 5005.54 ELEV = 5003.1s _ - 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. LL 5000 0 -0 -o- tD c STA = 12+56.05 ELEV = 5005.04 EXISTING- -0.5096 5000 + �n o o GRADE STA = 17+51.09 ELEV = 1 5001.96 o_ + 10 STA = 14+20.22 C O n II II II _ n - 76 STA = 14+22.18 STA = 17+52.54 ELEV = 5001.82 ALL-WEATHER DRAINING SURFACE CAPABLE OF n ELEV = 5005.48 ELEV = 5004.50- ELEV = 5002.64 STA = 19+30.46 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING w W-t - STA = 14+28.18 STA = 17+56.97 ELEV = 5001.66 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. Q ELEV = 5004.79 ELEV = 5002.61 STA = 19+50.45 4995 ELEV = 5001.56 Co 4995 p� 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 D 5015 5015 CO Z LOW POINT ELEV = 5002.20 MAPLE HILL D R - - LOW POINT STA = 19+07.36 Z J PVI STA = 19+07.34 - _ EXISTING PVI ELEV = 5002.03 - GRADE A.D. = 9.12 a Q 5010 _ 120.00 9VC - 5010 \ _ _ Z W uj M t0 M t0 O Co ` INTERSECTION WITH N (o N DUTCH ROUNDABOUT too, �o 0.55$- w _ w 5005 PROPOSED - - - = 5005 GRADE - - - - >> w N - -- w 0.55X- 5000 5000 4995 4995 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 5015 5015 MAPLE HILL DR - RFL STA = 19+58.97 ELEV = 5001.56 5010 STA = 19+38.97 5010 ELEV = 5001.66 0.55X STA = 19+23.95 1.51 X -0.559G_ ELEV = 5001.82 PROPOSED DUTCH ROUNDABOUT SEE SHEET STA = 17002.09 -0.50% -0.6291i \ � 0.6�- -0.6496- ELEV = 5002.62 INTERSECTION WITH- � GRADE 48 FOR FLOWLINE PROFILES STA = 17+61.31 MIDDLE FARM WY - TST, INC. 0.559L -0.749C ELEV = 5002.63 I j CONSULTING ENGINEERS 5005 _ -0.649E _0• z 5005 w 748 Whalers Way -0.50X - -0.5095 Suite 200 Fort Collins STA = 10+97.16 - _ STA = 17+59.54 Colorado 80525 ELEV = 5006.21 - - - - _ _ - -0.5596 ELEV 5002.64 STA = 10+82.14 - STA - 12+35.88- STA = 13+24.54 - - - - - _ -0• '� -0.5096 w Phone: 970.226.0557 o ELEV = 5006.43- ELEV = 5005.44 ELEV = 5005.01 STA 14+20.22 - - - - - - - - - - - - - -0.50% JOB No. 0 0 r-_ - STA = 12+50.90__ _ ELEV 5004.49 STA = 16+54.35 - - - - - (6 ^ (O ^ STA - 3+19.83 -0.559G STA = 18+29.28 1230.0009.00 0 0 o m o ELEV = 5005.54 - ELEV = 5005.04 ELEV = 5002.29 5000 + o o_^ o ELEV = 5003.21 0.5096 STA = 18+36.80 -0.509G 5000 SCALE , -- o o o STA = 12+56.05 EXISTING- ELEV = 5002.26 --0.509L•1196 H:1 =50 V:1 =5 ELEV - 5005.51 GRADE STA = 18+65.20 DATE > n STA = 12+60.76 ELEV = 5002.12 NOVEMBER 6, 2024 _ W N W Q- W ELEV = 5005.48 _ STA = 18+81.20 - ELEV = 5002.04 4995 - - TA = 19+11.88 4995 50 0 50 100 SHEET scale 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 HOR 1"=50' feet 39 of 76 T: VERT: 1"=5' SEE SHEET 46 EP 80' ROW (MIN.) 29+18.43 5002.47 MAPLE HILL DR .28+79.64 PC Xo 10' PKWY ROADWAY 10' PKWY 29+57.37 "-,5. 0 28+69.00 5002.33 5' 61 (TYP-) 38 81 8v (MIN.) 6 5' 5007.07 WALK BIKE BIKE WALK (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) EP TRAVEL TRAVEL L-/-29+60.20 0 \ :; �9x 5003.16 U) a_ cr_ PC MINOR COLLECTOR 5;PI 21+20.16 29+05.01 LLJ 5002.80 Pi N.T.S. 5002.57 21+36.16 MAPLE HILL DR, AND N TIMBERLINE RD PT 5002.57 20+92.02- PC 5002.43 21+6430 J R„ �'y xoo / 20+90.09 PC 5002.:6 PT 5002.42 21+66.23 PT 5002.42 20+84.09 0 PC 5002.35 21+7 PC 5 35 KEY MAP 20+8016 PT 21+76.15 500�2 0 '�30 5002.31 PC N.T.S. m PT 24+22.03 FOR FIDDLE INTERSECTION 20+7299 PC 24+1648 5001.52 5002 21+83.32 5001.43 FLOWLINES SEE SHEET DRAWN 5002.23 P f 49-50 001 PR BRB 20+69.ub-. PT 24+25 68� 500218 -21+87.25 _24-1-13.04 CHECKED DAP 5001.38 . ...�0011.58 5002.19 +bb LEGEND U) DESIGNED 22+25.05t 5001.98 PROPOSED CONCRETE 1+00 20+ BRB LE L DR 21+00 22 66- MAP -0 !0 23+00 k 21+00 • )T . -.0 .... -v- " _ m PROPOSED PAVERS FILENAME 'VO\-25+54.42 0009-Street P&Ps-Infra 2+00 po 22+00 23+ C 5002.81 v> • ...... 20+77.58 24+95.39 PC 23+00 5002.10 po 5002.18 PCC PT PC NOTES: 24+82.27 +33.57 5001.83 20+81.51 24+92.23 0001.98 %5002.22 -PT - - - - - - - - - - - - - - 5002.04 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL PC PT RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED • 21+95.77 24+85.52-j 20+88.68 5002.19 5001.90 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 5002.30 0 z PC 00 PT 21+91.84 PC 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL PI 5002.23 00 5002.35 21+72.82-J 5 21+28.68- 5002.43 PT ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT NA\_ PC > 21+84.67 20+98.61 5002.57 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER PT PC 5002.31 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 5002.42 Pi 21+74.74- -21+80.74 PT 21+44.68 5002.42 5002.35 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK Z!!E�211+00 53 5002.57 00 5002:43 TRAFFIC ON ALL SUBDIVISION ROADS. 5010 SEE SHEET44 5010 MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: MAPLE HILL DR LFL ASPHALT PAVEMENT AGGREGATE BASE I THICKNESS(IN) THICKNESS(IN) FIDDLE SEE SHEETS 49 - 50 - INTERSECTION WITH FOR FLOWLINE PROFILES - LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 LONGWOOD DR PROPOSED 5005 -0.25X GRADE 5005 MINOR COLLECTOR 5.5 7.0 STA 20+10.4 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 ELEV 5001.86 -9.27X-1 EXISTING- 1 71-1 OX -0.55X GRADE 0.50 -0 - -- - - - - I -1.55X-i 0) 0.55X =��j 15% t5oxt� i --0.5ax- TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 0.50% 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED - 0.5096 �.50% .53 5000 Lj 5000 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS STA 22+25.05 1 STA = 24+25.68 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED -STA 19+50.45 ELEV = 5001.98 V = 5001.58 Lu -ELEV 5001.56 %.-STA = 21+87.25 Ld ELEV = 5002.19 4+13.04 TO A MINIMUM OF 95% PROCTOR DENSITY. J co -CO-Cb ELEV 5001.38-- 0 0 C.4- STA 21+66.23 as N 0 0- ELEV 5002.42 A_ 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. LL o 0) 0- 1 0 + 21+36.16 co LO 0 -CO 4995 8- 4995 _04- ELEV = 5002.57 8 0 04 Ln 10 V) II- Iffill - A 21+28.16 +--0-+ 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, > `11i STA _C%1 > 04 ALL-WEATHER DRAINING SURFACE CAPABLE OF ELEV = 5002.59 II__ u__ 1111- 11II SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING _Cn W Cn W 21+20.16 -->- 1> --ELEV = 5002.57 - ig "I, �j PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. W__u)__W_u) 1W i in C0 4990 1 _t I I I _T=: --:::::F I I I 1 -1 4990 =) < 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 cl) CC z 5015 5015 LL. < < z MAPLE HILL DR > ao � 5010 HIGH POINT ELEV =,_506� 5010 z Lu uj (0 HIGH POINT STA = 20+83.10 1- Lu 0) PM STA = 20+82.96 (0 INTERSECTION WITH 0 co is CR PVI ELEV = 5003.00 rc!):or, FIDDLE 04 c-4 -1.107. - K)c4- 0) +0 A.D. = ;t 0 00 K = 100.30 0 1 C4 LO 110.00' VC 04 0 co W 6i 63- 0. 5005 §? - _!�§!- 5005 -mm WW_ PROPOSED GRADE Lij A Ld 0 55X 04 5000 Cq- OR - 5000 C4--to C'4 0 0 9-+ to -EXISTING 0 0-co-- GRADE- + LO- co 04- 04 > Cwn W 4995 Cun) 4995 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 5010 5010 MAPLE HILL DR RFL - FIDDLE SEE SHEETS 49 - 50 STA 19+58.97 FOR FLOWLINE PROFILES -EXISTING ELEV 001.56 INTERSECTION WTH___.. -e`_:::GRADE 5005 STA 20+18.96 - LONGWOOD DR 5005 ELEV 5001.86- - 1 -2. -0.25X--x -F-0.30X -PROPOSED.- STA 24+ 2.27 1.15X 7y- I GRAD ELEV 5001.83 _0.00x_ 0) 1 . 0.5ox A AA 0.50X -1 10X L- 1.15X TST, INC. �-0.50 -::7,�1 I U�x� _0.55X-A-__ -0.53X CONSULTING ENGINEERS -7 -0.50% 0.60X�,.0.55%-0.86% Suite or 0 5000 Lj 5000 Ld -STA = 20+77.58 Colorado 80525 -ELEV = 5002.18 Phone: 970.226.0557 Ld - STA = 20+9 .61- JOB NO. Ld _ELEV = 5002.42- CID 1230.0009.00 00 _OD C4 STAX = 21+28.68--J::4 tn :9-0--ca-0 0-9 --(R-ui C4 -0 SCALE ELEV = 5002.57 0 r- 0 0) 0 n 0, _+_ in + Ln- -16- 4995 STA = 21+37.66j + 0 to H:1"=50' V.1"=5' -+---tn-+-- _04- 4995 ELEV = 5002.59-c4-- _II 04-- u) 0) 0 0 0 -tn- P-0- 0 0 -in _&6_1N It, -in DATE i 0i C*4 C4__ _04-- -C4-- NOVEMBER 6, 2024 :-WAA-g-� UPI < > L�A I I 1 0 > > _=11 I A- A W_ I I 1 1 50 50 100 SHEET UP WEE�ud Vj_W_u)__W I i I scale HORIZ: 1"=50' 4990 1 1 1 4990 feet 40 of 76 i I I i 1 VERT: 1"=5' 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 BP PT PC PT PI 39+19.77 74 41+42.17 41+53.17 72' ROW (MIN.) FLINT HILL DR 39+09.43 5009.360 PT PC 5007.02 7' PKWY 5009.96 5009.33 41+14.17 5006.74 5009.43 41+08.24 PI (MIN.) TRANSITION LINE BETWEEN PC PT 40+02.14 5007.37 5007.25 pI 41+62.17 7' PKWY 39+89.21 PC 41+44.17 5006.79 5' 6' ( ') 36' ROADWAY g� 5' PHASE D SET AND 5009.48 5009.28 41+04.71 5006.7 pC INFRASTRUCTURE SET PC 5007.45 _ PT -- - 41+64.17 40+07.21 PT F T WALK WALK 8' 8' BIKE WALK 39+84.14 5006.74 5009.55 5009.19 40+99.64 1 + PT I PC, PT 5007.56 41+92.17 (MIN.) (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) r 40+10.747 PC: 5007.02 TRAVEL TRAVEL ` z 40+96.10�: `: o 5009.60 ` '5009.14 EP 39+00.00 5007.63 :�::; = :�' 41+95.17 EP z 5009.89 42+00 43+00 4s 5007.05 46+53.17 - 44+00 0 45+16 co xo - { I 1 -5oos.74 CONNECTOR LOCAL 2 W/ BIKE LANES o 0 39 00 42+00 40+00 FLINT HILL DR 41+00 42+00 1 43+00 44+00 45+00 46+00 46+53 N.T.S. w 41+50 43+00 44+48 FLINT HILL DR. EP PC PT "�'e �x 41+95.17 Y' PC: " _- .. . 39+80.60 40+10.74`�40+96.10` 5007.05 N 5009.14 5007.63 PT 5009.60 N PTJ PC PT `.1 " =•:f;: 41+92.17 39+84.14 40+99.64 'I 5007.02 . 5009.55 5009.19 D 44+00::. PC 5007.5 C �I... m 41+64.17 w BP PC PT I. 39+37.47 41+04.71 _ 5006.74 Q KEY MAP 5009.95 39+89.21 40+02.14 5007.45 ..': 5009.48 5009.28 PT r PT PC 41+0824 N.�J N.T.S. 39+92J4 39+98.60 5007.37 I r, >_ 5009.43 5009.33 PC m • " 41+14.17 5007.25 PT y DRAWN .� �:w. �s..-v d. '• 41+42.17J BRB 5006.74 ' . CHECKED . . . ._ a L LEGEND DAP PROPOSED CONCRETE DESIGNED BRB PROPOSED PAVERS FILENAME 0009_Street P&Ps_Infra 5020 5020 NOTES: O�p,DO L/c FLINT HILL DR. INFRASTRUCTURE - LFL o..06 RE''�GJ • �. 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL ELEV 5009.46 200% c> • ETA = 42+0 - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED PQQ �G = G S� STA = 44+49.03 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. ELEV 5008.337. �� pC� • STA = 42+0 9.4 ELEV = 5007.05 STA = 44+58.03 QO�G 8 ELEV = 5007.23 5015 STA = 42+27.60 STA 44+47.03 -2.0 0 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL p� •?' �� ELEV = 5009.42 � '••••' STA = 42+5 1 ELEV = 5006.88 STA = 44+67.03 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S/ONAL ELEV = 5009.22 I o.50% - - ELEV = 5007.05 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER STA = 44+45.11 - -8.33% STA = 42+60.83 ELEV = 5006.87 - _: AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT ELEV = 5009.12 - STA = 44+69.03 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK STA = 42+75.86 - STA = 44+03.05 _ELEV = 5006.88 ELEV = 5006.92 TRAFFIC ON ALL SUBDIVISION ROADS. 5010 -ELEV = 5009.04 - -0.50% 5010 STA = 43+97.12 STA = 44+70.96 ELEV = 5007.05- ELEV = 5006.87 _ -1.60% MINIMUM ALLOWABLE PAVEMENT SECTION PER 0.28% _ -2�o� � PRELIMINARY GEOTECHNICAL REPORT BY EEC: -0.26% -0.119L_. -0.00%0.50% ASPHALT PAVEMENT AGGREGATE BASE -0.82%- -0.50% -STA = 43+52.94 STA = 45+13.02 ' THICKNESS(IN� THICKNESS(IN� 5005 - ELEV 5006.87 5005 EXISTING _ELEV = 5007.75 GRADE - - --0.617. � LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 STA = 42+81.71 STA = 43+82.10 - STA = 45+16.02 MINOR COLLECTOR 5.5 7.0 ELEV = 5009.01 ELEV = 5007.14 = ELEV = 5006.89 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 2.35X -0.63% PROPOSED STA = 42+96.74- --2.10% GRADE 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 5000 - ELEV = 5008.65 - 5000 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 41+50 42+00 43+00 44+00 45+00 45+50 W 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 1= W TO A MINIMUM OF 95% PROCTOR DENSITY. Z D1. J 5020 5020 O InaFLINT HILL D R. INFRASTRUCTURE 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 0 U. HIGH POINT ELEV = 5009.97 HIGH POINT STA = 39+25.51 I - _ - D O _ 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, PVI STA = 39010. 5 EXISTING _ - - ALL-WEATHER DRAINING SURFACE CAPABLE OF MoPVI ELEV = 5010.15 n GRADE: _ _ _ _ _ _ _ _ _ _ _ -- - ` Nrn A.D. _ -2.15% M - 5015 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q Q� 5015 +0_ K = 41.90 0) STA = 41+53.17- -ELEV = 5007.02-_. STA 41+62.17 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. = M� 90.00 VC rn oo ELEV = 5006.79 Co M to. STA = 41+44.17 W ELEV = 5006.79 - STA = 46+53.17 w - ELEV = 5009.74 mm j> STA 41+40.17 co cc z 0.55% 6. ELEV = 5006.69- STA = 41+66.17 5010 STA = 41+36.17 ELEV = 5006.69 PROPOSED 5010 J _1.609; ELEV = 5006.79 STA = 41+70.17 GRADE z ELEV = 5006.79 0.55% > START OF IMPROVEMENTS -21'0�� _ Q WITH INFRASTRUCTURE SET 1.05% -ILSTA = 39+I00.00 STA = 40+66.95 = STA = 42+29.39 5005 ELEV = 500 .01 ELEV = 5008.24 -2.34% _ 2.34% ELEV = 5007.41 5005 Z W W _ _ _ - - - - 2.35% -2.35% W -G 2.60% - -2.60% O � a � 0. co 5000 - 5000 38+50 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 5020 5020 FLINT HILL DR. INFRASTRUCTURE - RFL 5015 STA = 41+50.00 5015 ELEV = 5009.45 -0.26% STA = 41+59.90 ELEV = 5009.42- STA = 43+99.34 ELEV = 5006.63 STA = 42+85.24 -0.50%- ELEV = 5007.75 5010 -0.61%- 1 -2.00% 8• % - 5010 _ -2.35% 1 72.10% 2.00% STA = 44+01.34 -1.60 -0.63%-- 8.33% �. ELEV = 5006.47 -0.82% - � _ I - - STA = 44+48.32 STA = 41+84.90 2•10X -1•04% 0.55% ELEV = 5006.72 ELEV = 5009.22 EXISTING STA = 41+93.13 GRADE INC. 5005 ELEV STA 5009.12 42+08.16 - STA - 43+14.40 PROPOSED ELEV = 5006.81 5005 CONSULTING ENGINEERS -ELEV = 5009.04 ELEV = 5007.14 GRADE STA 43+81.34 748 Whalers Way = STA = 43+29.42 ELEV = 5006.63 STA = 42+14.02 ELEV = 5007.05 - ELEV = 5009.01 STA = 43+79.34 Suite Colorado Fort Collins 0525 STA = 42+29.04 STA = 43+35.35 ELEV = 5006.47 Colorado 26.0 ELEV = 5008.65 ELEV = 5006.92 Phone: 970.226.0557 5000 - - - 5000 JOB N0. 1230.0009.00 41+00 42+00 43+00 44+00 45+00 SCALE H: 1"=50' V: 1"=5' DATE NOVEMBER 6, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 41 of 76 VERT: 1"=5' PT pI PI it :. ::. . 17+42.95 17+71.09 17+87.09 I I N TIMBERLINE RD 5006.92 5007.19 5007.27 I I 80 ROW (MIN.) PC PC 17+41.02 18+15.23 10' PKWY 10' PKWY 5006.90 5007.41 .f PT PT J :�: `: 5' 6' (TYP.) 38 ROADWAY (MIN.) , 6 5 17+35.09 18+17.16 WALK BIKE 8' 8' BIKE WALK 5006.87= 5007.42 `} ";' PC (MIN.) (MIN.) PARKING 11, 11, PARKING (MIN.) (MIN.) :17+31.17 18+23.09 _ TRAVEL TRAVEL :` -. z.. 5006.81':' 5007.45 PT , • z PT PT 19+45.71 TRANSITION LINE BETWEEN PHASED � ♦y `��: \ 17+24.00 18+27.01 5008.19 SET AND INFRASTRUCTURE SET \ cn m _ r z 5006.70 5007.47 `p� -k' Y' _ O Pc Pc / +' w. \ MINOR COLLECTOR 5 o 17+20.07 18+34.19 19+37.89' - - - f' \ 5006.64 5007.51 5008.16.:; ;f. �.��: N.T.S. w BP PI PI PT EP MAPLEHILL R AN N TIMBERLINE R ,w. D D D _ 2 17+00.00 <: :. 20+91.48' .1 38.11'.�•� 8+ 23+49.54 500s.56' 5003.56 5006.54 ` ` `.� 5007.53 �.;: 5004.02 :.� EP 17+00 - ' 26+03.00 BP 18+00 N TIMBERLINE RD 19+00 20+00 21+00; ''.'',,: 22+00 i•' 23+00 23+50 17+00.00 .` { I 5008.20 5007.51 17+00 j8+00 18+00 I 19+00 20+00 21+00 „';.L`.: - 22+00 23+00 24+00 25 00 26+00 17+00 � 19+00 20+00 21+00 " �' - 22+00 .:. :::'''� `' ° •23+00 23+50 I BP {' PT Q 7+00.00 r.. r is o .y EP l 7'. 06.53=' PI Jf- KEY P _ �.500 .53 7 23+49.68 PC PC •..� '11 ' 22+72.45 5004.02 N.T.S. 17 0.20 18+34.32 PC - - a: _ .':'`�.R .5003.56 m 500 4 5007.51 19+38.03: RAISED CROSSWALK PI: ,�" / T PT 5008.16 20+91.61 z • "' :: 17+24.1 s '' 18+27.15 pT 5006.56 ' _y DRAWN 5006.70 - 5007.47 19+45.88 \ ° ^ � B R B PC s PC 5008.19 \ ,;: ' 'r• / CHECKED 17+31.30 18+23.22 \ 5oos.8, 5007.45 :, \ . J. LEGEND DAP PT PT 17+35.23 18+17 29 / DESIGNED 5006.87 5007.42 - ` PROPOSED CONCRETE BRB PC PC , 17+41.16 18+15.37 I FILENAME I :- '_ : PROPOSED PAVERS 5006.90 5007.41 I 0009-Street P&Ps-Infra PT PI 17+43.08 17+71.23 1 7.23 5006.92 5007.19 -'� .. NOTES: p�Poo'�� , 5015 5015 p�. pRE gyp. T = 18+75.97 N TIMBERLINE R D. INFRASTRUCTURE - LFL C, 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL STA _o RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED G S� ELEV = 5007.89 �� Q� : D_ 0.78% STA = 19+12.38 =� - -,.50% o� -� TO A MINIMUM OF 95� MODIFIED PROCTOR DENSITY. �0 -STA = 17+00.00 - ELEV = 5008.08 STA = 20+91.48 +--goon STA 18+50.97 ELEV = 5006.56 "4 - _ELEV = 50016.54 ELEV = 5007.69 STA = 20+s5.89_ I_ a__ 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL �Q •••••• 5010 0.55% 1.28% ELEV = 5006.43 FOR DUTCH ROUNDABOUT u - II 5010 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S�ONAU 1.51% STA = 18+38.11 PROPOSED -2.50% - FLOWLINES SEE SHEET 48 a -> SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 0.55%-ELEV = 5007.53 0.55% GRADE -2,23% :W AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 0.95% 0.50% 68,E 0.31% s.o4% � SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK STA 19+45.71 1.50%� TRAFFIC ON ALL SUBDIVISION ROADS. 5005 STA = 17+20.07 ELEV - 5008.19 5005 ELEV = 5006.64 STA = 21+03.54 MINIMUM ALLOWABLE PAVEMENT SECTION PER STA = 17+35.09 STA = 19+52.73 _ ELEV = 5006.19 1.12� PRELIMINARY GEOTECHNICAL REPORT BY EEC: ELEV = 5006.87 ELEV = 5008.17 j 0.23% - I - - STA = 17+41.02 - STA = 20+s7.7o STA = 22+ss.o8 ASPHALT PAVEMENT AGGREGATE BASE -0.59% THICKNESS IN THICKNESS IN� ELEV = 5006.90 _ _ ELEV = 5006.18 ELEV = 5003.19 EXISING - STA = 19+77.73 STA = 17+71.09 ELEV = 5008.02 _ - - -6.04% STA = 22+72.31 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 5000 ELEV = 5007.19 GRADE - - _ - - _1.14% STA = 20+71.89 ELEV = 5003.56 5000 MINOR COLLECTOR 5.5 7.0 _ - - - - - - - - - - STA = 20+02.73 ELEV = 5006.85 STA = 22+s1.89 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 ELEV = 5007.74 6.97% ELEV = 5003.86 STA = 20007.32 STA = 22+03.4s 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED ELEV = 5007.32 ELEV = 5003.44 STA = 20+52.73 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4995 ELEV = 5006.76 4995 LU 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 4 AGGREGATE BASE SIXOURSESSHALL NOT AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. Z W 0 J 5020 _ 5020 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. � V LL N TIMBERLINE RD. INFRASTRUCTURE - - 0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, > ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q HIGH POINT ELEV = 5008.66 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5015 HIGH POINT STA = 18+59.09 5015 m Co Ki o PVI STA = 19+03.84 Q r7 ao PVI ELEV = 5008.98 * EXISTING 000 A.D. _ -3.05% "N -2.50% FOR DUTCH ROUNDABOUT GRADE - - - - - - - - - - co z - K = 45.90 n - v v 140.00' VC +0 _ FLOWLINES SEE SHEET >> _ 48 Z J 5010 m m c�• 5010 > 0.78%- 1.28% 0.78% -0.55% w w Q Z W W . 1.1296 O Lu 5005 -1'2s� 5005 START OF co IMPROVEMENTS WITH - � Q o m o-` c INFRASTRUCTURE SET _ - - - - PRocRa>E M 04 ODD-� -N- . 00 - - CIO :o- + + L -_+ u) _ o � - - STA = 22+19.00 + ,on 5000 ^ -�- II- II II - - - ± ELEV = 5003.91 N_. II 5000 Q w W- N W W II__>_ Cn W fn__W Q W H--J- 4995 4995 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 5015 5015 N TIMBERLINE RD. INFRASTRUCTURE - RFL 00--N STA = 19+52.87 _ --6.04% i + -o STA = 17+00.00 M m 5010 ELEV = 5006.53 ELEV = 5008.17 PROPOSED -1.50% dVI - II 5010 STA = 18+51.11 FOR DUTCH ROUNDABOUT 0.55%� ELEV = 5007.69 -0.25% GRADE �% FLOWLINES SEE SHEET 1.51% 1.28%_ I -2.50% - 48 0.55%= 0.55% 0.31% 0.50% 0.789i; -1.14Xa_1,68 - - - i AV ��'2 23� -1.33% TST, INC. 0.95%- - -A. �� CONSULTING ENGINEERS 1.506 5005 748 Whalers Way 5005 STA = 17+20.20 -- -6.97% -ELEV = 5006.64 STA = 21+03.91 Suite 200 Fort Collins 1.1296 Colorado 80525 Phone: 970.226.0557 STA = 17+35.23 a, m _o _N ELEV = 5006.08 _ ELEV = 5006.87 m M o°fo ,N :o m -o-� ^- a STA = 20+97.84. - - - M a m r N _00 ' :$ ri :o-N .ri-ano::M ELEV = 5006.18 STA = 22+98.03 JOB NO. STA = 17+41.16 a m o o - °D- o ^ o o + in o o__o �__� ELEV = 5003.44 ELEV = 5006.90 o M o + �n -a)--+ -n- o- o - STA = 20+91.61 5000 + -�, m- °' o : +- '�-a o_ - STA = 22+92.03 1230.0009.00 o +- 0 w _ o `+__,� ELEV = 5006.56 =N o ELEV = 5003.86 5000 SCALE II u - -> > II _ _ u-- II II ELEV = 5006.85 STA = 22+72.45 H:1 =50 V:1 =5 0 p- _ II II- cr STA = 20+72.03 - II II - - - - - IQI > - > Q Q II - ELEV = 5003.56 W _� cn _ -a:: ,�J_ > STA = 20+66.03 EXISTING Q -� � W N w N w m w-v~i- w-a ELEV = 5006.43 - STA = 22+66.22- GRADE _W - w STA = 20+52.87 ELEV = 5003.19 DATE NOVEMBER 6, 2024 ELEV = 5006.76 STA = 22+60.15 4995 - ELEV = 5003.27 4995 50 0 50 100 SHEET scale 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 HOR 1"=50' feet 42 of 76 T: VERT: 1"=5' -Y': 1 # EP ;:`; 51' ROW (MIN.) Pc 18+61.89 :: \27, 6.5' PKWY 6.5' PKWY MIDDLE FARM WY 17+11.10 5002.PC :V \ (TYP.) (MIN.) 5004.30 18+17.60 �, 28' ROADWAY 5, t •'-`: "` TRANSITION LINE BETWEEN \ PT 5002.26 5' PHASE D SET AND \ � :, \ INFRASTRUCTURE SET 17+15.03 PT ;�. WALK 8' WALK 5004.17 18+12.51 a.. \ (MIN.) 10' 10' PARKING (MIN.) PT PC 5002.28 . j 17+05.24 17+22.20 PC \ TRAVEL TRAVEL Z 5004.45 5003.94 18+08.58 '\'' \ o �.:'':• FC PT 5002.30, \ 07 � �;r '.:` 17+26.12 PT z o' 15004.49 5003.81 18+01.41 \\ � t \ � PT 5002.34 \; \ RESIDENTIAL LOCAL 16+941,,4 PC 1s+14.:.�. LLJ N.T.S. � 5004.5 17+97.48 PC Ep 5002.36 � MIDDLE FARM WY . � \ 16+90.24'- 8�0o koo 18+13.54 5004.62-'. FNgo 10 1a 5002.47 \ BP 16+50 00 \ 5005.67 ' 1-74roo �6+50 k 0 PC 0 "• 16+00�� 17+61.16 \ 1s+oo ' \ 5002.10 \ 15+00__T xEP:\ \ KEY MAP 1. ,. 8+05.15 BP . .... . PC .:..:. ; : 1 50011.88 . N.T.S. 15+00.00 15+54.20 BP .= :: \ m 5006.55 5006.79 16+00.00 PT ':w \ 5005.69 \ \• DRAWN 15+95.20 \ F \ 5006.45 RAISED \ CROSSWALK \ B R B • K' i \ \' \ \ CHECKED :Y \ DAP j LEGEND _ \ DESIGNED BRB PROPOSED CONCRETE FILENAME 5015 5015 PROPOSED PAVERS 0009_Street P&Ps_Infra MIDDLE FARM WY. INFRASTRUCTURE - LFL �PpO L�c NOTES: °°��°RE ••• � � P � STA = 16500 .E 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL 5010 -ELEv 5005.67- 5010 ��G DES • 2.669e STA = 17+56.12 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED -3i219g - ELEV = 5003.07 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. -2.66X_ STA 17+81.12 '••••'• -1.109E - ELEV = 5002.56 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL S�ONAL STA = 17+97.48 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 5005 - 12 ELEV = 5002.3E 5005 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER -2.53XAll STA = 18+17.60 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT STA = 16+61.02 - _ _ �2 qg ELEV = 5002.2E SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK ELEV = 5005.39 - _- 0.02XI TRAFFIC ON ALL SUBDIVISION ROADS. STA = 16+90.24 ELEV = 5004.62 -2.039E - STA = 04.62 24 X-J1. -EXISTING MINIMUM ALLOWABLE PAVEMENT SECTION PER 5000 ELEV = 5004.45 -0.509E GRADE 5000 PRELIMINARY GEOTECHNICAL REPORT BY EEC: STA = 17+11.10 -PROPOSED ASPHALT PAVEMENT AGGREGATE BASE ELEV = 5001:30 GRADE - THICKNESS(IN) THICKNESS(IN) STA - 17+26.12 STA = 18+61.89 ELEV = 5003.81 ELEV = 5002.27 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 STA = 17+31.12 MINOR COLLECTOR 5.5 7.0 4995 ELEV = 5003.68 4995 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 16+00 17+00 18+00 19+00 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. W 5020 5020 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED MIDDLE FARM WY. INFRASTRUCTURE TO A MINIMUM OF 95 0 PROCTOR DENSITY. O J -_ U. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. CO O 5015 HIGH POINT ELEV = 5006.79 5015 > HIGH POINT STA = 15+51.30 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, I PVI STA = 15+80.88 ALL-WEATHER DRAINING SURFACE CAPABLE OF Q PVI ELEV = 5006.99 PVI STA = 17+35.22 ORru, A.D. _ -3.2195 _m PM ELEV = 5002.89 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATINGIm 06 ►)co K = 28.04 coo A.D. = 1.51% PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. Un 0 90.00' VC N° K = 59.56 Q 5010 T�' (00 N a - 90.00' vc 5010 (n z �m CS 0)o 4 mIm c+oo cM WW dN Q z -0.5596- I > ^o -1.159E 5005 -'2sg� m'm PROPOSED 9� --2.34x 5005 0 GRADE W W 2.349E H START OF IMPROVEMENTS _ 3.009� z LU LLU U WITH INFRASTRUCTURE SET O CO 0 - 5000 0 0 _ _ - - STA = 17+96.18 5000 + Q)i- _ - - ELEV 5002.19 EXISTING- STA = 18+00.18 0. CO II �� GRADE -ELEV.= 5002.09- w STA = 18+04.18- p w ELEV = 5002.19 STA = 18+13.64 4995 _.ELEV = 5002.47 4995 14+50 15+00 16+00 17+00 18+00 19+00 5015 5015 MIDDLE FARM WY. INFRASTRUCTURE - RFL STA = 16+00.00 5010 ELEV = 5005.69 - STA = 16+76.73 5010 ELEV = 5003.68 _ - STA = 17+01.73 ELEV = 5003.07 STA = 17+26.73 ELEV = 5002.56 STA = 17+51.73 5005 -ELEV = 5002.16 5005 -2.439E �2g6X. _ _ STA = 17+61.16 -ELEV = 5002.10 TST, INC. STA - 16+12.40- EXISTING ELEV - 5005.39 4 - _ �LGRADE CONSULTING ENGINEERS --2.459E 748 Whalers Way PROPOSED Suite 200 Fort Collins GRADE -2.03X 0.509E Colorado 80525 5000 --1,619E 5000 Phone: 970.226.0557 -0.56•X JOB NO. 1230.0009.00 SCALE STA = 18+05.15 H: 1"=50' V: 1"=5' 4995 ELEV = 5001.88 4995 DATE 15+50 16+00 17+00 18+00 18+50 NOVEMBER 6, 2024 50 0 550 100 SHEET iiiii scale HORIZ: 1"=50' feet 43 of 76 VERT: 1"=5' 84.0' ROW (MIN.) 6.0' 6.0' WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). LANE PKWY. (MIN.) 10.5' 10.0' 10.5' PKWY. (MIN.) LANE TRAVEL CENTER TRAVEL z 0 z it o co U) w ARTERIAL 2-LANE w N.T.S. GIDDINGS RD w 0 - _ - KEY MAP - - - - - - - - - - - - - - - N.T.S. Bp - 3+50.00 DRAWN - - - - - BRB 3+50 4+00 5+00 6+00 7+00 8+00 y+vv 0T0_ v 11+00 12+00 13+00 14+00 LEGEND CHECKED =10+00 11+00 12+OOs =13+00� e 14+00 DAP =4+00= 5+00- -6+OOa =7+00= 8+00 - I -F-�--� -� -r � ,.. DESIGNED 3+5 � - ; Q+nO- I +no �- - 11+00 12+00 13+00 14+00 ` PROPOSED CONCRETE .' BRB Bp - PROPOSED PAVERS FILENAME 3+50.00 - - 0009_Street P&Ps_Infra 4995.91 - 3+50.00 Q - - - - - - - - - - - - - - - - - - - - - - - - - - NOTES o 4995.45 �P�••• C • RE � � 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 �0� ..• ..•••G� 5010 5010 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S�ONAU GIDDINGS ROAD - LFL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK HIGH POINT ELEV = 5001.02 (0� TRAFFIC ON ALL SUBDIVISION ROADS. ao HIGH POINT STA = 9+10.91 ao 5005 PVI STA = 8+63.76 +0 5005 0_ 00 +0 PVI ELEV = 5001.50 rn� MINIMUM ALLOWABLE PAVEMENT SECTION PER c--to ,. A.D. _ -1.76% 4i PRELIMINARY GEOTECHNICAL REPORT BY EEC: in -rn K = 142.28 c c� chi Cd 250.00' VC �i�i ASPHALT PAVEMENT AGGREGATE BASE II- II m m LO THICKNESS(IN) THICKNESS(IN) a- I _ LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 5000 - EXISTING - - - - - - - - - -0.55% W 5000 w GRADE - - - - - -_ _ _ = MINOR COLLECTOR 5.5 7.0 -- - - - - V) TWO LANE ARTERIAL COLLECTOR 7.5 11.5 ,.2,9L- - PROPOSED W _ - GRADE (n 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4995 _ -. - 4995 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W (n NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED W TO A MINIMUM OF 95% PROCTOR DENSITY. z D J O 4990 - 4990 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. V LL 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, D O ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q 5010 5010 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. GIDDINGS ROAD < Z 1-7 HIGH POINT ELEV = 5001.46 (0N ILL Q - HIGH POINT STA = 9+10.91 co Q ado PVI STA = 8+63.76 +0 5005 0--^ +0 PVI ELEV = 5001.93 IM� 5005 ri r-LO A.D. _ -1.76% o 0 'n---S°' K = 142.28 0 O M_ >; 250.00' VC m m Z LU LU EXISTING77 5000 -W GRADE - - _ - - - - - - -0.55% w 5000 1.21 _ - - - - - - - - -PROPOSED w 9G GRADE CIO 4995 - - 4995 4990 4990 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 5010 5010 GIDDINGS ROAD - RFL HIGH POINT ELEV = 5001.02 r �a, HIGH POINT STA = 9+10.90 00 o 5005 00 of +0 PVI STA 8+63.76 5005 = 0 00 +rn PVI ELEV = 5001.50 0 to rn P A.D. _ -1.76% K = 142.28 0 WE M >> 250.00' VC m m II II mlm -I A TST, INC. > _ _ _ - - W CONSULTING ENGINEERS 5000 in w - -0.55% - - W 5000 748 Whalers Way EXISTING - - - - - N Suite 200 Fort Collins - - GRADE PROPOSED W Colorado GRADE W Phone: 970.226.06.0557 JOB N0. 1230.0009.00 4995 - 4995 SCALE Z H: 1"=50' V: 1"=5' DATE NOVEMBER 6, 2024 4990 4990 50 0 50 100 SHEET 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 scale HORIZ: 1"=50' feet 44 of 76 VERT: 1"=5' 84.0' ROW (MIN.) 6.0' 6.0' WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.0, 13.0' 7.0' 1 (MIN). BIKE--PKWY. (MIN.)- PKWY. (MIN.)- BIKE LANE 10.5' 10.0, 10.5' LANE TRAVEL CENTER TRAVEL 0 a_ LD co uj 5; ARTERIAL 2-LANE GIDDINGS RD N.T.S. _11 0 Z 0 > F < ! _ , - A. 1 i. •`. KEY MAP N.T.S. PC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > m - - - - - - - - - - - - - - - - - - - - - - -15+37.9 15+60.00 4998.83 4998.83 PI p'22+91 DRAWN 014 PC PTw. 14+9 .97,. 4998.93 4999.40 B R B 22+00 23+00 CHECKED 4 DAP =m±! 13+00 14+00 15+ 16+00 M1 St7+00_1019 N 18+00 19+00 20+00 21+00 4 23+0'0' 24 DESIGNED 20+00- 21+00 _22+00- 17+00 18+00 19+00 - --------- 13+00� -14+00 �15+00 16+00 BRB 19+00 21+00 4+00 +'00 +00 17+00 18+00- 20+00 22+00 23+00 FILENAME 13+00 14 16 ------ 6 a ---------------------------- V�- +tiPI: • 0009 Street P&Ps Infra u. END INFRASTRUCTURE 21 -9 22 A A IMPROVEMENTS. TRANSITION 5002.51 5003.39 EOP TO CORE IMPROVEMENTS LEGEND- �,DO L/ - - - - - - -- - - -- - - - - - - -- - - - - - - - - - - - - - -z- - - 7 - - - -- - - - - - - - - - - - - - - - - - F _ _ _ 7 - - - - - - - - - - - - - - - - - - - - - - - - --- -- • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED CONCRETE 'E -0 O PROPOSED PAVERS Q 5010 FUTU R.E GIDDINGS ROAD LFL - 5010 NOTES: ONAU 1 SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. C14 5005 r- LOW POINT ELEV = 4998.70 v) -1 5005 LOW POINT STA = 14+16.13 06rn_ - 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL + F)00 PM STA 14+16.22 +0)0)00 EXISTING ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 0) - 7 PVI ELEV 4998.47 0) t GRADE- INTERSECTION WITH - - - - -- - - - -0.51% - - SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER A.D. 1.10% GOODHEART DR X AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT K = 150.61 -0.55%- - 165.00' VC ------ SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK w f;ml).55% -0.71%- U' 5000 TRAFFIC ON ALL SUBDIVISION ROADS. 5000 uj 0.50%_ PROPOSED X: -0.50X,-N::� 1.43% -GRADE V) 4- - 0) MINIMUM ALLOWABLE PAVEMENT SECTION PER w w PRELIMINARY GEOTECHNICAL REPORT BY EEC: + ASPHALT PAVEMENT AGGREGATE BASE STA = 14+98.97 _STA 15+99.52 C-4 -in- ELEV = 4998.93 -ELEV 4999.40 C14 co 04-- THICKNESS(IN) THICKNESS(IN) 4995 - I - 1 4995 STA = 15+09.02- 0 _04- II LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 LU MINOR COLLECTOR 5.5 7.0 ELEV = 4998.98 0- 0-_v) 1= UJ 0)_- 1-0-_Cq r.z-_w_6_00 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 z 0 11 11 -tn -W +-Ir'OT-4 0-- -0- 0 11 _ 111- II__ 11 0-1 W_ LL 4990 > 4990 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. CO 0 13+00 14+00 15+00 cn w V) w16+00 17+00 18+00 19+00 20+00 211+00 22+00 23+00 23+50 D 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 C0 3-08E6 GIDDINGS ROAD 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. < 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, co z ALL-WEATHER DRAINING SURFACE CAPABLE OF LOW POINT ELEV = 4999.14 0) z 5005 r'(O--LOW POINT STA = 14+16.13 r-:0 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING ""n-- PVI STA = 14+16.29 00 n 5005 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. > n 0) 0)0) _+m__ EXISTING- -0.&5%- -in PVI ELEV = 4998.91 +0) A.D. = ,4-03 _ -GRADE 1.10% 4- K = 150.47 165.00' VC uj uj uj F_ 5000 II.-w w -0.71% w 5000 CO Lu w 0.55% _PROPOSED_.� w - V) GRADE w w w V) V) 0. CIO 00 0 4995 4995 + Lb 0 0; 04. + _L0_ I- n t u 4990 4990 Cn w 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 5010 FUTURE P 0ID1Q!;Fn 5010 GIDDINGS ROAD RFL 0) OW POINT ELEV = 4998.70 -LOW POINT STA = 14+16.12 5005 OWD 5005 11"�04 PM STA = 14+16.28 1", rj0! PVI ELEV = 4998.47 06 n 0D_ 0)00 A.D. = 1.10% +0)-Cn--W K = 150.47 165.00' VC 0 W** -0.55%- TST, INC. >>e) EXISTING W Ld - CONSULTING ENGINEERS 5000 Ld GRADE 1 0. 170- PROPOSED 5000 748 Whalers Way - - - - -- - - - - -I F - Suite 200 Fort Collins 0.55% GRADE 4. Colorado 80525 Ld Phone: 970.226.0557 w V) Lo Lq C14 co JOB NO. -0 04to 1230.0009.00 Lo 4995 (0 _04- 4995 Z SCALE H:1"=50' V-1"=5' DATE tn--W NOVEMBER 6, 2024 4. 50 0 50 100 SHEET w 4990 4990 scale HORIZ: 1"=50' feet 45 of 76 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 211+00 22+00 23+00 23+50 VERT: 1"=5' ROW (MIN.) GID S RD 6.0' 6.0' WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). BIKE -PKWY. (MIN.) PKWY. (MIN.)--BIKE LANE 10.5' 10.0' 10.5' LANE TRAVEL CENTER TRAVEL 0 I-- ul a_ z cr_ LD u co U) uj ARTERIAL 2-LANE 5; SEE SHEET 40 N.T.S. U F - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- -- - - ;v PI PI '�3111+32.4111_ TION FOR FIDDLE INTERSEC t 2_9+57,3777777. KEY MAP 5008.96% . 4 FLOWILINES SEE SHEET 22+90 1 49-50 5007.07 N.T.S. 5003.39 2. 34+00 25+00 27+00 28 00:." 30+00 31+00 32+00 33+00 1 24+00 • IN GIDDINGS RD t' + DRAWN t. I - ----i - 33+00 34+00 �60 30+00- 31+00 3 BRB 2�00 2� 26+00 27, 8+00 29 23 uo 25+00 +00 32+00 +nn _34+00 CHECKED 777T7 DAP 50+00 __�? - -3t+A 27+00 4 . 8 29 25+00 23 00 .24+00-_ t�..IN P1 DESIGNED ' 31+32.4 1 PI pl.. 29+53.66 BRB 22+89.38 57.28 29+58.13 5007.76 - - - - - - - -- - - - - - - --- - - - - - - - - - - -59 5003 • 5007.07 - - - - - - - FILENAME END u. INFRASTRUCTURE C&G 0009 Street P&Ps-Infra IMPROVEMENTS. TRANSITION EOP EXISTING END INFRASTRUCTURE SIDEWALK IMPROVEMENTS. LEGEND L/ Y TRANSITION TO EXISTING EOP. 3_1 1z' PROPOSED CONCRETE PROPOSED PAVERS J : .a- SEE SHEET 40 Q Fps -oso o 5020 :FU 5020 NOTES: NAU GIDDINGS ROAD LFL P_R SM'e=_ 0 :� 0- 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL N_ 00 C-4 0 06- - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. r 0 5015 to 0-00 5015 + 0 + Q_ u-j_Q__ 0) -0--0--to 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Cq 04 - I ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT > < > W_ SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER A > < j U) w AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT in SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK 5010 w FOR FIDDLE INTERSECTION BOWLINE PROFILES SEE SHEET 49-50 w w 5010 TRAFFIC ON ALL SUBDIVISION ROADS. _126%__ V) F MINIMUM ALLOWABLE PAVEMENT SECTION PER PROPOSED PRELIMINARY GEOTECHNICAL REPORT B EEC: GRADE_\� 0% J.J5 STA V) ASPHALT PAVEMENT 5 -1-00% 30+72.46 C6 0Q. 5 AGGREGATE BASE ELEV 5008.17- THICKNESS(IN) THICKNESS(IN) 5005 0.55%_ - - - - - - - - - -- 5005 EXISTING LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 LU GRADE - -+ MINOR COLLECTOR 5.5 7.0 _04- Im Lu TWO LANE ARTERIAL COLLECTOR 7.5 11.5 z 0 A--5000 5000 3. TO THE CITY OF FORT COL FINAL PAVEMENT DESIGN WLINSILL N PRIOR EED TOTO PAVING BE SUBMITTED co U. 1 . 0 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS > NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED C) pgopoRm-e- > FUTURE TO A MINIMUM OF 95% PROCTOR DENSITY. 5020 5020 Im C0 GIDDINGS ROAD 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, U. ALL-WEATHER DRAINING SURFACE CAPABLE OF 5015 5015 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING z FOR FIDDLE INTERSECTION PROFILES SEE SHEET 49-50� PVI STA 29+80.41 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. > PVI ELEV = 5007.83 rn to A.D. = 0.72% -00 C'4 K = 242.32 _v)LO +CD 0 175.00' VC W_ 000 - _u) Lu C14 ul) -0_0 w 5010 uj Lu -v. uj 5010 w co w PROPOSED w GRAD w co I )A ---------------I="-- 0. 5005 ::::::�EXIS-nNG 5005 GRADE 0 LL j 04-- _j 1 5000 5000 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 5020 rn%C C' .e_ p i-p i p P, 5020 PROP GIDDINGS ROAD RFL 00 -to 00__0) U) OR _00 N 00Cq- 06 r-:-Ln--r--N 0- - 0 + 5015 C4 0- 5015 +-_0_+__C' C4 N_ TST, INC. FOR FIDDLE INTERSECTION FLOWUNE PROFILES SEE SHEET 49-50 CONSULTING ENGINEERS 5010 �i V%-- 5010 748 Whalers Way w r_1 27X- m: Suite 200 Fort Collins V) *31% V) Colorado 80525 PROPOSED w w Phone: 970.226.0557 GRADE I.D j.j4% V) JOB Na. 0.67- -STA 30+44.92 1230.0009.00 0.55X _ELEV 5008.18 5005 5005 SCALE - - -- - - - - - - EXISTING M o H:1"=50' V-1"=5' GRADE C414 M II DATE NOVEMBER 6, 2024 50 0 50 100 SHEET Cn__w_ 5000 1 1 1 5000 scale HORIZ: 1"=50' feet 46 of 76 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 VERT: 1"=5' 84.0' ROW (MIN.) GID S RD 6.0' 6.0' WALK 31.0' ROADWAY WALK (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). LANE PKWY. (MIN.) 10.5' 10.0' 10.5' PKWY. (MIN.) LANE TRAVEL CENTER TRAVEL / z 0 � o- z it o U U) w ARTERIAL 2-LANE w N.T.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q KEY MAP - - - N.T.S. - - m _ - - 41+00 42+00 I G,36+OOJ 37+00 38+00 39+00 40+00 DRAWN 330 34+00 35+00 N GIDD N 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 BRB T CHECKED -F - _ DAP 34�IIII 35 00 +09- 37+00 .00 �9+DD- 3 40fQQ �L+00 .-�2+Q0- -43 0Q - I DESIGNED BRB FILENAME - - - - - -.- - - - - - - - - - I 0009_Street P&Ps_Infra LEGEND PLO Qc, 'RASTRUCTURE _K IMPROVEMENTS. I I PROPOSED CONCRETE • ORE 'ION TO EXISTING EOP. I PQQ �G PROPOSED PAVERS 5030 5030 5040 5040 S�ONAL GIDDINGS ROAD - LFL � GIDDINGS ROAD - LFL NOTES: PM STA = 37+20.95 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL PVI ELEV = 5019.30 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED A.D. = 0.97% TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. rn r*1 K = 170.43 - 5025 c q 165.00' VC 5025 5035 PVI STA = 39+93.33 PVI ELEV = 5028.14 11 5035 a 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL M A.D. _ - 63 _ +o ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT K = 93.63 II II M PVI STA = 37+20.95 - - �'� I SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > + 200.00 VC STA = 41+28.20 PVI ELEV = 5019.30 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT r� _ A.D. = 0.97% r) EL - SECTION EV = 5029.63 5020 w w 5020 F K = 170.43 rn00 ww - - 5030 TRAFFIC ONA ALL LL BSUBDIVISIONI ROADS.ED FOR HEAVY-DUTY TRUCK w -- 165.00 VC +N cn m m- ►1 - f � '"" - - EXISTING MINIMUM ALLOWABLE PAVEMENT SECTION PER w EXISTING MATCH m 0 4i GRADE V) PROPOSED GRADE �� o°'• » - PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE GRADE _ - - M 0°0° THICKNESS(IN) THICKNESS(IN) 5015 - 5015 5025 w -- 5025 379t� W W Zk96 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 W _ MINOR COLLECTOR 5.5 7.0 J�3 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 Z W / PROPOSED D J GRADE - O . FINAL PAVEMENT DESIGN LL 5010 - _ 5010 5020 5020 3 TO THE CITY OF FORT COL/LINSILLNPRIOR EED BE PAVINGITTED 0 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 41+00 42+00 D 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED C1 TO A MINIMUM OF 95% PROCTOR DENSITY. 5030 5030 5040 5040 in cl) ad GIDDINGS ROAD - GIDDINGS ROAD 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Q PVI STA = 36+92.35 00 a- PVI ELEV = 5019.74 'A `�+ A.D. = 0.97% +N 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, LLQ C-1 K = 170.43 ► u)- PVI STA = 39+64.73 P ALL-WEATHER DRAINING SURFACE CAPABLE OF Q Z J 5025 n- 5 165.00' VC � 5025 5035 PVI ELEV = 5028.57 4� 5035 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING + ,� A.D. _ -2.14% rn - PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. W W K = 93.63 0 0 _ II o 00 - 200.00' VC `i 'O STA = 41+00.00 + iii W ELEV = 5030.07 H_ W EXISTING W N CO M W W GRADE O LU vi w � _ 5020 N mIm \5020 5030 o - - 1.11%- 5030 Mt LLj MATCH w - N =EXISTING 2.279' m m GRADE _ - I 5015 - - - 5015 5025 5025 PROPOSED 324y6� - - GRADE - PROPOSED -GRADE 5010 5010 5020 - 5020 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 41+00 42+00 5030 5030 5040 5040 GIDDINGS ROAD - RFL n GIDDINGS ROAD - RFL PVI STA = 36+92.43 0)rn- - - PVI ELEV = 5019.30 r A.D. = 0.97% +o tO r, K = 170.43 M m r 5025 N- CCO 165.00, VC 5025 5035 PVI STA = 39+64.81 �� 5035 n o U v PVI ELEV = 5028.14 4 N 0- m M >> A.D. _ -2.14% +N K = 93.63 STA = 41+00.00 LO 200.00' VC ELEV = 5029.63 -EX~ - � to �, >> GRIADE G TST� INC. CONSULTING ENGINEERS 5020 w v v 5020 5030 I - - 5030 748 Whalers Way = mIm - M0 1.1196- - Sui e 200 Fort Collins 25 LJ MATCH 6 Phone: 970.226.0557 LLj EXISTING 2'27% m m JOB No. GRADE 1230.0009.00 5015 PROPOSED 5015 5025 5025 Z SCALE GRADE H: 1"=50' V: 1"=5' DATE PROPOSED NOVEMBER 6, 2024 GRADE 50 0 50 100 SHEET 5010 5010 5020 5020 scale HORIZ: 1"=50' feet 46 of 76 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 41+00 42+00 VERT: 1"=5' 5010 5010 5010 5010 I lrl 1 [ 'N KEN ( ]K 1 F DUTCH PAR � PAS-1- rL V . �� .v V7 ♦ I STA = 11+09.80 zo EXISTING ELEV = 5003.56 GRADE EXISTING STA = 10+00.00 N ° 5005 - -6.73X 6.73z 5005 5005 GRADE ELEV = 5003.32 5005 p v� w - w PROPOSED 0.76X _ GRADE 6,73X 0.50x -0.50X -6.72% STA = 10+06.26 PROPOSED 5000 ELEV = 5004.18 5000 5000 GRADE 5000 0 0 0 4 STA = 11+03.89 0 �r 0 0 ELEV = 5003.14 u� o co 0 + 0 to O 0 N n N II + to O O � 0 O 0 p H II _ 4995 I W n 4995 0 4995 II o o to o 4995 0 II II II II II II f~ W C W � J Q W � J m 0 W N W N W DRAWN BRB 4990 4990 4990 4990 CHECKED 9+50 10+00 11+00 11+50 11+50 11+00 10+00 9+50 DAP DESIGNED BRB FILENAME 0009JRoundabout and Fiddle ProfilesJnka / PD0 L/C o O I I S�4NAL � I I / EP EP / 11+10.15 11+09.80 PRC 5003.56 5003.56 PRC W 10+71.38 t" 10+71.04 no 5003.49 5002.90 PRC // $; o• o \ PRC 10+38.76 10+38.76 - 5003.83 :; .. \5002.74 O BP �10+00.00. .,.' 10+00.00 . b;. 5003.32 'T '''' , �-.:y��.�.L.�•�r .., �-.TSB 046 W Od o0� , p CO) EP 11+10.44- w - -- - - - - - - - - -11+10.15 -� ;1 ..' .' .: 5003.33 - _ - 5004.60 i PRC �\ r-, PRC 11+09.49 Q 5003.27 5004.83 ; "PRC /X-r -� 0 LL Lii'� y y PRC •..y5003.75 ,�' PRC , 10+38.76 .. 10+38.76 5005.48 BP• BP/ 500�85 LL od 10+00.00 `"' f "10+00.00 _ \ 5006.56 5006.56 / losooss t . ..,:... .- .. . o : zw m I I II I �:�-� ►II I � O Q I I II o- I 5020 5020 �11 11( _I-1 PAR R � `(it 1 1 v . . . . a .v vvv . I D 5010 5010 1 l l 1 I H K 0 R - -tq F PVI STA = 10+58.17 v v I I I I ♦i ♦v •• v PM ELEV = 5004.06 -6.73z 5015 A.O. = 1.50X 5015 PROPOSED K = 40.00 6.73X GRADE 60.00' VC 5005 T 5005 _2•oox _ STA = 10+06.26 ao C! -ELEV = 5006.13 5010 +c to 5010' STA = 11+03.89 �\ �c �� ELEV = 5004.18 O O -4.00X vi i;i 00 to 5000 0 + 0 5000 -6.73% m m o 0 to--m. EXISTING 0 wn PROPOSED oo GRADE it II V V GRADE TSTI INC. + -�o > 5005 �w 5005 CONSULTING ENGINEERS N w -2.50� 748 Whalers Way 4995 Q--> 4995 - EX GRADE 6 75X Suite Colorr do 805251ins Phone: 970.226.0557 0 N STA = 11+04.19 JOB NO. 1230.0009.00 5000 0 '� ELEV = 5002.91 5000 0+ to STA = 10+06.26 SCALE 1" = 50' ELEV = 5006.13 4990 4990 II STA = 11+10.44 DATE 11+50 11+00 10+00 9+50 En En W ELEV = 5003.33 W 50 0 50 100 NOVEMBER 6, 2024 4995 4995 scale HORIZ: 1"=50' feet SHEET 9+50 10+00 11+00 11+50 VERT: 1"=5' 48 of 76 5020 5020 5020 5020 F11)1) N - IV[ w 1Hw t 1 I- eiI)1)I i t[ )I 1 1 111/1-`1 irL. PM STA = 12+51.82 PVI STA = 12+46.81 PVI ELEV = 5006.52 A.D. _ -2.11X PM ELEV = 5005.88 5015 - _ K = 52.07 A.D. = -2.05% K = 44.00 5015 5015 5015 110.00' VC N o , m PVI STA = 13+97.78 o n-,� ,� 90.00 VC n PVI ELEV = 5007.39 d- N 0 aS HIGH POINT ELEV = 5005.70 0 ,i ago A.D. = 0.71 X 00 N M 0 M HIGH POINT STA = 12+67.61 0 rn N a 0 K = 168.79 ^O °0t� O M Z O M fO°D PVI STA = 11+18.33 ,- O ri 0 c�-m 120.00 VC +O o� K)o +0 N PVI ELEV = 5002.90 o m II II II II ao PVI STA = 11+26.45 + o v� w cwi o � m o '� A.D. = 1.52X o �n Q > � > rn to N co 1n o >> co rq N a; < W N +o O�j ^ PM ELEV = 5004.08 0 > 5010 W w a m ao to K = 78.84 N O 0 N J W N O +O I vv ±o-mac 120.00' VC 0+ o + o0 5010 5010 w �m No +o- A.D.Ap = 0.95% -' � p II 5010 w� m - viW �� o ,-0 K - 94.87 00�j > m ±m M II 0 >> vi t�i 90.01' VC 0+0 N w mlm W W ►7 / �� U U U U tN liJ I » a0 0 p II 1.31 � - ww » c�c� fn C) N Q > mm UU +0 v~i _- I mlm ww U)w -0.60X- - - - I �� - - - - I PROPOSED W m W / i \ >> PROPOSED 5005 GRADE 0i W 5005 / EP 5005 mlm GRADE SOOS '`� CO- \ 2�l� m°° �� 15+52.65 -0.55X 1.50� \ w 5002.23 - - - - - - - o EXISTING \- - _ _ / / STA = 13+29.56 - - - 0.55X Q m - - /J oo / ELEV = 5005.33 \ o UY GRADE 1,19X- -0.90� / // -1.30% / 5000 a u 5000 �/ / 5000 -0.55X EXISTING 5000 m GRADE DRAwN BRB CHECKED 4995 - 4995 / /� / 4995 4995 DAP DESIGNED 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 / / 14+00 13+00 12+00 11+00 10+00 9+50 BRB FILENAME o / / 0009Jtoundabout and Fiddle ProfilesJnka BP 10+00.00-� ` \ / p0 L/0 5003.52 \\ 13+16.15 \ P4 ��G s" 5004.15 - - - - - 1 /r �Go�S . „ PT +,- 13+07.60 \ (/ �4� •.....••�G�� 5004.29 S�4NAL I j o j I I , I II PCC I I I i to i / I I 13+06.88 PT 5004.30 \ \ I I 11+32.81 5004.91 J ' CPC 12+05.84 I ( I / 5004.51 I W P6, PI 11+45.9s: ,� ; \ I I 12+02.21 J 1 5005.05 \ / 5004.50PT LL \ 11+88.96 •.' f�r j, , 5004.43 / l• O. t. J _ . . .;` PC x. = PI - - - - - ... - - - - -PT y. -a '�� 10+00 0 .. i PI BP { 4' - ' � 5003.81 13+ 7.08 �" i. • • ♦ • c. :-ids...' 5002-51 .°-.':+•'p-- ''. - �^ ,. .... .. .,. .. - ., t.. ... .. ... 't - -c 3 �. Od 15+42.12 • 5008.96 . . :Y. : .., i . .. �� -- `v :,:v� fit;,: �� _•'i • Y \ 14+00 13+00 '.,.-+ �.. :4._.: :t:. •. 10+00 9+00 Z 15+00 f L 8+25 ,.� , • 8+2 5 � 9+00 10+00 O 15+00 ' 14 0+ 0 1 +00 3 • •11 BP +v t. . PC - •PI 5.0 8+2 0�': i V \.. 10+19.8 _ I ;10+00.00 o . a - 5003 50 50 2 51 a.. PCC>✓: x 5003.39 0 EP PI PT 11+15.52 5004.09 - - - -_- 15+17.73CO 0 -12+84.54 - -- - r - - - - - - - -- - - - - - - - - -13+42.69 - - a. .' •.. e , f ..';.. .,. .;., ,.r:. '.r �\\.:,`� .✓:. - -- �r -1- -I I i - ...:. .....'•.:.' ° sl,��.v. ,y�///,(�� T-I T J IT I r -l-f-mil T I I 5008.96 ..• - 5007.06 .• '' "'' r C PCC 1 �` IT r� Tr i \, a LL i -t� I _- - LL.,?Vvo.vf , PRC im LL .. - i �_ _L- �-J J. / PC / r /� N 50 \��I II • Od >.. \\ 5005. I�- /� 11+22.38 // r Z f 5003.21 _ ` ,PRC PT = F- I 12+47.48- 13+20.13 L > I g r 5005.66 5005.45 \ - + PC \ r - 13+25.63 \ F- O 5005. PT �: .�. r / 13+29 56• :, ' I - 5005.33 i _I 13+40.40. .• \ \ i 5005.27 Z a 50 0 50 100 BP i 10+00.00 /` - r `t' scale / 5001.58 \ HVERT* 1"-=W feet O X. C� 5020 5020 5020 5020 �I PVI STA = 14+23.16 I 111 l 11- M[lK I F 0`I F I WWII 1I F 1 F t 1 F 1 PVI ELEV = 5007.40 V V�� v ♦ �i w V V�� v v v �i w16. A.D. = 0.71X K = 167.85 - 120.00' VC PM STA = 12+51.13 5015 5015 5015 PEA D. -1.39%ELEV = 77 5015 m K = 79.31 110.00, vc 000 �d• O N HIGH POINT ELEV = 5004.58 c . 4 0 m^ o m' HIGH POINT STA = 12+39.50 0 W M O O In rq UCH O N .N 5010 W W II -0 5010' 5010 +- 0 M 5010 I m- �' +o +`� n 1.31$ m m PROPOSED ' II_ .II t>+� GRADE w Pii w U L;j m G� - m w >> m m TST, INC. 5005 -o.soz- - - \\ 5005 5005 -0.84% wlw I 5005 CONSULTING ENGINEERS PROPOSED 748 Whalers Way -1.65% Suite 200 Fort Collins 04-:2 \ 1.05$ GRADE - Colorado 80525 N o \/ - - - - - - Phone: 970.226.0557 - - - - - - - - - - - - o.55X -0.81X _ n 'O ELEV = 15004.15 JOB NO. OR co STA _ 1230.0009.00 5000 a it + GRADE EXISTING +07.60 00 5000 5000 ELEV = 15004.29 - - - 5000 SCALE r wC14 EXISTING 1 = 50 II II GRADE DATE OVEMBER 6, 2024 to w SHEET 4995 1 4995 1 4995 4995 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 �� f �� 5020 5020 FL HIGH POINT ELEV = 5005.57 HIGH POINT STA = 12+55.30 PVI STA = 12+39.74 PM ELEV = 5005.78 5015 A.D. _ -1.50% 5015 K = 80.09 z 0 120.00' VC N N F= o N C O � � C � O Z � p O + o G d ,7 can Ci.. nN n� � � N N 5010 n °'Ci 0)6 n n a; N > N o n o a a > +� N n W 5010 w� fn J W N4J NW W � II mlm w w PROPOSED < > / EP GRADE w 17+79.24 ,5002.23/� ' / ^Ch 5005 x 0.94% -0.55% 5005 -0.769K - - - - - - -1.026% / / / o - - - - STA = 15+26.65 - _ - - - - -ELEV = 5004.15 - - - - - - - - - - - - - --- - - - - - -- / � / / 5000 EXISTING 5000 / �� m GRADE }�o° DRAWN BRB CHECKED 4995 4995 DAP DESIGNED 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 / / / /// gRg FILENAME 0009JRoundabout and Fiddle ProfilesJnka / k, BP / / / \ �P O 0 I V � 003.52 / �/ / \ pp�•GORE ��P�� vPC ce I APT 15+26.65 / / \ Q.` I-� - 5004.15 ; /, �O •....•• G I 10+55.19 _ _ / 5004.04 � - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - _ S�4NAL� C \ I r I � / PT o / 15+18.23 5004.24 �� \ I + I IPC II I 1 \ 11+28.62 / 5004.73 I PRC / W / 14+48.20 I 5004.62 i I , ` PCC o; / •. PCC - - _ 13+71.02' '12+63.11 5005.05�.:. x 5005.57- - ;. 0 y od - - - . ' LU i' • p4.. d i . , w ♦ w v • .. . . ...• ... ..... . ...•. ry ,i 3 - 1 _ 7 d. D w a' CO LL o s ' h �.. i. O l _ : r: 4 i -.1 0 .. .. •. .. .. ,.a ... ._.. . . .. .: .. .. .'7• - - - - - - - O I -r- a 1 -1-r-I- n- ,PCC � o'•�.,,:' /:••: -,- s � T 1 T1 .\ I T T tr �� I! 5006.01 - -- -� T ��+ _L I LL Od -L I o _ - - - / •' PT PRC y 10+06.64 `10+13.04 r - 5006.13 J 1 5006.00 L , I ► 0. PC BP 4. 10+12.24 tftl- / 10+02.47 `Sx •` ` :\ 5006.01 PT 10+02.37 5006.39 10+02.16 5006.40 >� 5006.4. 10+02 26 EP 5006.43 ..: 5006.4 5015 5015 Fi Gr'i Gr'i i _ uv` F- _ HIGH POINT ELEV = 5005.68 HIGH POINT STA = 14+57.63 00 0 - (0 n PVI STA = 14+57.64 PM STA = 11+86.76 co N Lq PVI ELEV = 5005.83 C-1 W' o N PVI ELEV = 5004.33 �''� 0 i- 5010 + o0 0 A.D. _ -0.64% t+o0 A.D. _ -1.11� LO 0 5010 ,n n n ,O K = 99.17 ,O p11 +0 110.00' VC N Cn w 110.00' VC - 0 w _0.55% > �O U U U U I Q PROPOSED m m w w -1.24% Cn w v v �??� GRADE I - _I -0.55% TST, INC. >> I / CONSULTING ENGINEERS 5005 m m 0.55% 5005 748 Whalers Way Suite 200 Fort Collins 1.19% Colorado 80525 i STA = 15+20.11 Phone: 970.226.0557 -- ELEV = 5005.49 JOB NO. - - - Z 1230.0009.00 - - - - - _ _ STA = 15+32.48 5000 ELEV = 5005.33 5000 SCALE 1" = 50' STA = 15+43.68 EXISTING ELEV = 5005.27 DATE GRADE 50 0 50 100 NOVEMBER 6, 2024 4995 4995 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 50 of 76 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11 +00 5016 5016 10+ 50 5014 5014 11 +50 5014 5014 5014 5014 5012 5012 5012 5012 12+ 0 0 12+5 0 Z 5012 _ 5012 5012 5012 5010 - _ 5�ooe.4� 5010 5010 5010 5010 5010 5010 � 5010 0 5010 a. 5010 5010 a. 5010 5008 5008 5008 5008 5008 cx 5008 5008 cx 5008 z 5008 5008 5008 2.0% -2.07L ' 5008 5006 1 xCn 2.0% -2.Ox_ _ 5006 5006 - _ 5006 5006 - 2.0% -2.096 5006 5006 = _ 2.0% -2.076 5006 o 2.6% -2.5X _ __ 5006 aooe. L FL 5006 5006 5006 5004 sFL ' 5004 5004 °005• 5oo5.es 5004 5004 soos.+s - 5004 5004 5oos.a - 5004 � �. L FL 5004 -40 20 0 20 40 5004 5004 -40 FL 20 0 20� 40 5004 5002 -40 -20 0 20 40 5002 5002 -40 -20 0 20 40 5002 5002 -40 -20 0 20 40 5002 5002 _40 -20 0 20� 40 5002 Oq .0s s s1 "s s 15T 00 13+00 5012 5012 5010 5010 13+ 50 14+ 00 14+ 50 5010 CL z 5010 15+50 5008 5008 5008 soosa° 5008 5008 �s+ 5008 5008 5008 5008 5008 5008 5008 m a 5006 _ A-2.0X-____-,z, 5006 5006 2.0% _2.0% 5006 5006 5006 5006 5006 5006 5006 5006 5006 1.7�'i -�.7L FLDRAWN 5004 -- 5004 5004 - -- _ -_ 5004 5004 1 - - - - _ 5004 5004 -- - - -____ _ 5004 5004 -- - _ _ _ 5004 5004 5004 BRB 5002 5002 5002 5002 5002 5 `85FL00� 5002 5002 5002 5002 5002 5002 - - 5002 CHECKED DAP 5000�E' -40 -20 0 20 40 5000 5000 _40 -20 0 20 40 5000 5000 -40 -20 0 20 40 5000 5000 -40 -20 0 20 40 5000 5000 -40 -20 0 20 40 5000 5000 -40 -20 0 20 40 1 5000 DESIGNED BRB n FILENAME 8 8 8 8 8 8 009_CrossSections_Infr 16+00 5008 500 5008 16+ 50 17+00 17+ 50 18+ 00 18+50 o�R-0. L�c�P�, 5006 a' 5006 5006 500 45 5006 5006 5006 5006 500290 5006 5006 5006 5006 ;2.9* 5006 cL cx 5004 1.8 - s7c 5004 5004 2.ox -2.oz 5004 5004 2,0% _2.09L 5004 5004 2 47Si -2 3% 5004 5004 5004 5004 5004- - - _ 2.9 3.OX 2s -- - 50025002 -- - 5002 5002 --- - - - 5002 5002 - - --- 5002 5002 - - 5002 5002 -' - -- - 5002 5002 - - - fFLMW 50005000 5000 5000 Fl- 5000 5000 5000 5000 5�002� 5000 5000 FL �0220 5000 5000 •FL L .sa8 TONAL E 4998 -40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 4998 _40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 4998 _40 -20 0 20 40 4998 4998 4998 -40 -20 0 20 40 s s 19+00 19+ 50 20+00 21 +50 5006 5006 5006 500z2e 5006 5006 5006 20+50 21 + 00 5006 &M8 5006 CL 5004 5004 5004 5004 5004 CL 5004 5006 279 5006 5006 50 Z82 5006 5004 5004 _2.676Z-2.SX- - - 20% -2.Ot 209G -2.Oz 5002 - 5002 5002 -- - 5002 5002 -- - - - 5002 5004 _ 2.1%-2.07r 5004 5004 2.071-2.095 5004 5002 - 5002 5000N_FL - 8�oolso 5000 5000 •� •n 5000 5000 5000 5002 5ooz 5002 5002 500 FIL 2 500012 5000 El 4998 -40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 4998 -40 -20 0 20 40 4998 5000 _40 -20 0 20 40 5000 5000 -40 FL -20 0 20 40 5000 4998 -40 -20 0 20 40 4998 s W N 1 1 V81 -R C4 'R S S 8 8 8 89 D 0 22+50 23+00 23+50 55 V CO 2 2+0 0 5006 Zoe 5006 5006 5006 5006 •� 5006 2 4+0 0 2 4+5 0 - =) Z 5006 5006 5004 5004 5004 5004 5004 a 5004 5006 5002.13 5006 5006 280 5006 0 5004 a 5004 5002 2.0% -Z 5002 5002 7W7 % -2.OX 5002 5002 2.0% -2.1X 5002 5004 5004 5004 5004 2.1% -2.2.076 -2.09l; - - 1.97E -2.01G Im Co 5002 _ - - - _ _ 5002 5000 5000 5000 5000 5000 5000 5002 _ - 5002 5002 5002.ae 50af.a8 Q W 5000 5000 4998 4998 4998 4998 4998 4998 5000 •� 3m.es 5000 5000 � 5000 4998 -40 -20 0 20 40 4998 4996 _40 -20 0 20 40 4996 4996 _40 -20 0 20 4p 4996 4996 -40 -20 0 20 40 4996 4998 -40 -20 0 20 40 4998 4998 _40 -20 0 20 40 4998 FIL CC LL a) Q Z co g ao 0 25+00 25+50 ~ Z W V 5008 5008 5008 5008 2 6+0 0 NOTES: 0 5006 a 5006 5006 5006 5010 5010 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL Q RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5004 -1.91L 5004 5004 5004 5008 5008 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 5002 10 ._ 5002 5002 - _- - - _ _ 5002 5006 - - - - 5006 FL - - -- - - ----- 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 5000 5000 5000 5000 5004 5004 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 4998 -14998 4998 4998 5002 5002 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK s s s TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 80' ROW (MIN.) 80' ROW (MIN.) 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 8' PKWY 8' PKWY TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 7' (TYP.) (MIN.) 7' 1�.Y 38' ROADWAY (MIN.) WALK 38' ROADWAY WALK 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5 6 6 5 (MIN.) 6 6 (MIN.) NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TST INC. WALK BIKE 8' 8' BIKE WALK BIKE 8' 8' BIKE (MIN.) (MIN.) PARKING , , PARKING (MIN.) (MIN.) (MIN.) PARKING 11, ll, PARKING (MIN.) TO A MINIMUM OF 95% PROCTOR DENSITY. CONSULTING ENGINEERS 748 Whalers Way T I TRAVEL TRAVEL TRAVEL TRAVEL Suite 200 Fort Collins 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Colorado 80525 Phone: 970.226.0557 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, cos No. LEGEND 1230.0009.00 MINOR COLLECTOR SECTION 1 MINOR COLLECTOR SECTION 2 PROPOSED GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF N.T.S. N.T.S. FUTURE GRADE SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING SCALE 1" = 30' PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. MAPLE HILL DRIVE SOUTH OF TIMBERLINE MAPLE HILL DRIVE AND TIMBERLINE EXISTING GRADE DATE ROAD NOVEMBER 6, 2024 SHEET 30 0 30 60 51 of 76 scale HORIZ: 1"=30' feet VERT: 1"=7.5' 3+50 5002 5002 4+00 5000 5000 5002 5002 4998 4998 5000 4966.32 5000 4996 - 2O% -2.OX 4996 4998 /� 4998 4994 4e9s.za 499aze �, 4994 4996 - _ _ - 4996 0 Z 4992 Fl- 4992 4994 asa� '�FIL 4994 U z it o -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 > o w 4+50 5+00 5+50 5002 5002 5002 5002 5002 4M14 5002 6+0 0 6+5 0 5000 5000 5000 5000 5000 5000 5002 499a + 5002 5002 4a993s 5002 a 4998 2.0% -2.0X 4998 4998 - - 2.0% -2.OX \ 4998 4998 _ _- - 2.0% -2.OX 4998 5000 2.0% -2.OX - 5000 5000 2.096 2.OX i _ 5000 4996 - 4996 4996 4996 4996 4997.70 4996 4998 - - 4998 4998 - 4998 •4 4097.09 4997.E ✓ 4997.7t00 PL 4�&30 � �698.84 m 4994 49as'FL 4994 4994 FL 4994 4994 4994 4996 � 4996 4996 FL 4996 4992 DRAWN -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 BRB CHECKED DAP DESIGNED 7+00 7+50 9+00 BRB FILENAME 5004 5004 5004 Mom5004 8+00 8+50 5006 5006 009_CrossSections_Infr 5002 5002 5002 a 5002 5004 5004 5004 5=.� 5004 5004 M'i 5004 5000 2.0% -2.OX 5000 5000 - 2.0% -2.OX 5000 5002 5002 5002 2.0% 2.OX 5002 5002 2.0% - .OX 5002 2. PDO L/C 4998 ,� 4998 4998 4998 5000 5000 5000 -" 5000 5000 _ 5000FL FIL 4996 4996 4996 49�FL FL 96 4998 4998 4998 4998 4998 4998 49941 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60__ �0�F4•••••••�G�� S/ONAL E� 9+50 10+00 10+50 11 +00 11 +50 5004 MN.41 5004 5004 soon 19 5004 5004 3" 5004 5004 5004 5004 5004 soon s7 5002 2.0% -2.0X 5002 5002 240-y a;9X 5002 5002 OX 5002 5002 cx 5002 5002 a. 5002 5000 5000 5000 5000 5000 2. -2.OX 5000 5000 2.0% -2.OX 5000 5000 5000 4998 �°0'97 4998 4998 7s 4998 4998 - 4998 4998 s000zo 4998 4998 • , 1 4998 4996 4996 4996 4996 4996 r 4996 4996 � 4996 499604 r 4996 4994994 60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 12+50 13+00 w 12+00 5004 5004 5004 5004 13+50 14+00 fr ,699.82 5004 5004 5002 a 5002 5002 '� 5002 5002 4999.28 5002 5002 4999.14 5002 0 5002 � 5002 5000 2.0% -2.OX 5000 5000 2.0% -2.OX 5000 5000 2.0%. -2.1X 5000 5000 2.0% -2.OX 5000 CO C CO 2.0% -2.OX 5000 5000 4998 - 4ss9.� 4998 4998 - 4998 4998 - ✓ 4998 4998 4998 - 499a84 499aB4 - 499a71 > o 4998 4M.W 4M,� 4998 4996 4996 4996 4996 4996 _ _ _ 4996 4996 / - _ 4996 4996 4996 4994 4994 4994 4994 4994 4994 4994 4994 Q 4994 M -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 6I W < V � Q w CoIx a) LL co > co Qo 0 NOTES: Z W V o 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 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 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 84.0' ROW (MIN.) NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TST, INC. TO A MINIMUM OF 95% PROCTOR DENSITY. CONSULTING ENGINEERS 748 Whalers Way 6.0' 6.0' Suite 200 Fort Collins WALK 31.0' ROADWAY WALK 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Phone:Colorado 80525 0557 (MIN). 7.0' 13.0' 13.0' 7.0' (MIN). BIKE PKWY. (MIN.) PKWY. (MIN.) BIKE LEGEND 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, JOB No. 1230.0009.00 LANE 10.5' 10.0' 10.5' LANE PROPOSED GRADE CENTER TRAVEL ALL-WEATHER DRAINING SURFACE CAPABLE OF TRAVEL FUTURE GRADE SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING SCALE 1" = 30' EXISTING GRADE PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. DATE NOVEMBER 6, 2024 SHEET ARTERIAL 2-LANE 30 0 30 60 N.T.S. 52of76 scale HORIZ: 1"=30' feet GIDDINGS RD. VERT: 1"=7.5' 14+50 15+50 16+00 16+50 5002 C17 5002 15+00 5004 5004 5004 500004 5004 5004 5000� 5004 �a9aaa 5000 2.0% 2.0X 5000 5002 .37 5002 5002 a 5002 5002 5002 5002 1 CIL 5002 % -2. 2.0X -2.0X 4998 4998 5000 - - - 2.0 0X_ 2.0% -2.OX 5000 5000 _ 1.9% -2.0% 5000 5000 _ _ _ _ 5000 5000 5000 4996 + •74 _ - 4996 4998 4998 4998 - - 4998 4998 I ~ FL 4W&74 4M.eo 4998 499 , _ 4998 4994 4994 4996 IFIL 93 4FIL aeo_ 4996 4996 499 .04 4�asa'zs - 4996 4996 _ - 4996 4996 - '� �°9'� 4996 Z 0 4992 4992 4994 4994 4994 4994 4994 4994 4994 4994 z it 4990-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 92 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 EO w a$ a a u0i �i w 18+50 17+00 17+50 18+00 5006 5006 19+00 5004 5000.75 5004 5004 ,10 5004 5004 5001.36 5004 5004 � 5004 5006 5006 a 5002 2.0X 2.0X 5002 5002 2.0% 19-2.0X 5002 5002 2.0X -2.OX 5002 5002 2.OR -2.0X 5002 5004 soot 92 5004 z 5000 - 5000 5000 5000 5000 5000 5000 � M 5000 5002 2_OX -2.OX 5002 0 4998 - 4998 4998 7 4998 4998 _ 4998 4998 F1' FL 4998 5000 5000 3t FL FL 5oo1.4a .49 4996 4996 4996 4996 4996 4996 4996 4996 4998 FL FL 4998 m 499460 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 DRAWN BRB s $ CHECKED s DAP DESIGNED 19+50 20+00 20+ 50 21 +00 21 +50 BRB FILENAME 5006 5006 5006 5006 5006 500274 5006 5006 •02 5006 5006 Soo& 5006 009_CrossSections_Infr 5002Y0 500247 Ia. CL 5004 a _ 5004 5004 p' 5004 50045004 5004 2.O% -2.0X- 5004 5004 _2.0X -2.0X 5004 2.0% -2.0X_ 2.0% -2.0X_ - 2.0% -2.OX 5002 5002 5002 _ 5002 5002 5002 5002 - 5002 5002 - 5002 Pp0 L/c 5000 j .� • 5000 5000 •� 5000 5000 5oos,al - 5000 5000 - 5000 5000 -- 5000 p��' 0 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 U:• G pQ S.��G'� 4996 6 -4996 60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 Q��p�G 0• N h� nn 00 M NO� •••••••••G� s $ $ s � `N S/ONALEC� 22+00 22+50 5008 5008 5008 5008 23+00 23+50 24+00 sooa.5e sooae4 5006 cx 5006 5006 d' 5006 5008 soon 5008 5008 [D� 5008 5008 ,E ALE 5008 5004 _ _ 2.0% -2.0X 5004 5004 2.0R -2.01� 38 5004 5004 5006 5006 5006 5006 5006 0.6X -14X 5006 5002 5002 5002 5002 5004 3' -3.4X 5004 5004 1.3% -1.sX 5004 5004 - - - - - - 5004 5000 5oo3.08 -- 5000 5000 500 - - - 5000 5002 ,' 5002 5002 5002 5002 5002 5ooaeo 5oo5.eo __ _ FIL 4998 FL 4998 4998 4998 5000 F� - 5000 5000 FI 5000 5000 5000 4996-60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 20 40 60 -60 -40 -20 20 40 60QQA 998 -60 -40 -20 0 20 40 60 ro a 011 a a LO 25+50 26+00 24+50 25+00 5010 _ 5010 5010 5010 26+50 LLI 5010 THIN F1DnLF 5010 5010 5010 5008 7;;;7 5008 5008 go 5008 5010CROSS WITHIN FIDD IF 5010 5008 � 5008 5008 500a 5008 5006 - `� 2.3% -1.3X 5006 5006 a " �� 3.2% J-�_ -0.716 5006 5008 CIL 5008 Z 5006 5006 5006 5006 5004 5004 5004 , 5004 5006 3.196 _ ___ -0.3X 5006 O 5004 _ _ - - 5004 5004 - 5004 5002 - 5002 5002 ^ J - 5002 5004 - 5004 Cl) z _ - � z 5002 5002 5002 - _ - _ 5002 5000 - 5000 5000 5000 5002 - - 5002 > D O 5000 5000 5000 5000 4998 4998 4998 4998 5000 FIL °B 500b'� 5000 - - 4998 -60 -40 -20 0 20 40 60 - --60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 60 40 -20 0 20 40 60 CoV o� o Q w Coa) LL Qz co > - co Qo 0 NOTES: Z W V O 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 0. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 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 84.0' ROW (MIN.) NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TST, INC. TO A MINIMUM OF 95% PROCTOR DENSITY. CONSULTING ENGINEERS 748 Whalers Way 6.0' 6.0' Suite 200 Fort Collins WALK 31.0' ROADWAY WALK 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Phone:Colorado 80525 0557 (MIN). 7,0' 13.0' 13.0' 7.0' (MIN). BIKE PKWY. (MIN.) PKWY. (MIN.) BIKE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, JOB No. 1230.0009.00 LANE 10.5' 10.0' 10.5' LANE PROPOSED GRADE CENTER TRAVEL ALL-WEATHER DRAINING SURFACE CAPABLE OF TRAVEL FUTURE GRADE SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING SCALE 1" = 30' EXISTING GRADE PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. DATE NOVEMBER 6, 2024 SHEET ARTERIAL 2-LANE 30 0 30 60 N.T.S. 53 of 76 scale HORIZ: 1"=30' feet GIDDINGS RD. VERT: 1"=7.5' 27+00 5010ROSS SE M 5010 27+50 28+00 28+50 cx 5008 5008 5010 T os M V�LITHIN FI 5010 5010 5010 5010 DI F 5010 29+00 5oo�.5e 5oo�. cx 5006 -- _ 5006 5008 � - 5008 5008 � _2.49K 5008 5008 /77 77A 2,� _ _21X 5008 5010 5010 5004 5004 5006 - - - - 5006 5006 - 5006 5006 - - - -_ 5006 5008 4.7% _4 7X 5008 0 5002 - - - 5002 5004 , 5004 5004 5004 5004 - - 5004 5006 - -! r]�Ead 50065000 5000 5002 - -- 5002 5002 - 5002 5002 500B' '� 5002 5004 5006'� FL 5004 EO w 49g882 60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 m In 29+50 30+00 31 +50 5012 5012 5012 5012 30+50 31 +00 5014 5014 5008.17 5010 a. 73 5010 5010 5010 5012 3oo&72 5012 5012 5M.35 5012 5012 5012 5008 2.0X 5008 5008 2' -2' 5008 5010 5010 5010 2.0% 7t97 5010 5010 2.0% -2.0X5010 - - 2.0% -24X5006 5006 5006 5006 5008 5008 5008 - 5008 5008 50085007.28 5007.21 • �• m FL FL DRAWN 5004 FL 5004 5004 5004 5006 500&28 sooers 5006 5006 5006 5006 5006 BRB FL 5002-60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6884 -60 -40 -20 0 20 40 6 'ww -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 CHECKED DAP DESIGNED BRB FILENAME 33+00 34+00 009 CrossSections Infr 32+00 32+50 5016 5016 33+50 5018 5018 5014 a°•82 5014 5014 a�•� 5014 5014 a z2o 5014 5016 �, 5016 5016 a 5016 �p,DO L/C 5012 2.0% -20z 5012 5012 _ 2.0% -2.OX 5012 5012 - - _ - - 2.0% -2.OX - 5012 5014 2.0% 2.OX 5014 5014 2.0% -2.OX 5014 5010 _ 5010 5010 - - - 5010 5010 5010 5012 - 5012 5012 �'' 5012 G pe 15 _ �.n - 5008 _ a�8 AFR"L 5008 5008 ao�a� 0'8°FIL 5008 5008 KF1�� 5008 5010 2.FL 264 5010 5010 3.bF3LFIL 5010G0� FL 5006 ••.•••• -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 S/ONAL E� 35+00 36+00 36+50 3 4+5 0 5020 5015.73 S017.64 cx 5020 3 5+5 0 5022 5022 5022 =em 5022 5018 5018 5018 5018 5020 -m-680 5020 5020 CL 5020 5020 5020 CL 20% -2.OX 5016 5016 5016 2.0% -2.0X 5016 5018 p' 5018 5018 2.0% -2.OX 5018 5018 5018 2.0% -2.OX - _ 2.0% -2.OX 5014 5014 5014 5014 5016 5016 5016 - 5016 5016 s.� 5016 FIL 5012 44FIL U R� 5012 5012 - 501 5•30 5012 5014 I- FILsae 5018 e 5014 5014 - - - 7 TZa 5014 5014 e. 5014 5010 5010 5010 5010 5012 5012 5012 5012 5012 5012 500860 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 W 37+00 37+50 z fr 5024 5024 5026 5026 38+00 38+50 39+00 O D aosoaa 5022 °L 5022 5024 so�.� 5024 5026 5ois a 5026 5028 a24•� 5028 5030 so2a 41 5030 5020 CL 20% -2.OX 5020 5022 2.0% -2.OX 5022 5024 2.0% -2.OX 5024 5026 5026 5028 CIL 5028 z 5018 5018 5020 - 5020 5022 / 5022 5024 2 0% -2 OX 5024 5026 20% -2.OX 5026 >_ � O 5016 b019.72 5016 5018 5018 5020 / 5020 5022 _ 5022 5024 3025.>� 5M.97 5024 FL 9.72 I;L - _ 5°21.1FL9 .12 - / 5022.E IFL 502Z 5024.42 5014 5014 5016 5016 5018 FL 5018 5020 FL 5020 5022 5022 C V a 501260 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 � W LL Qz co > . co 39+50 40+00 40+50 Q 0 0 5032 502771 5032 5032 5°2a7744 5032 5034 5034 41 +00 Im 5030 p' 5030 5030 - - 5030 5032 s�o2sso 5032 5034 5034 z W 2.0% -2.0X 5030.07 5028 - 2.0% -2.OX 5028 5028 5028 5030 - 2.0% -2.OX 5030 5032 5032 O - 2.0% -2.OX 5026 5026 5026 - 5026 5028 5028 5030 - - - - 5030 NOTES: _ ao27.27 5oss.3o 30 5024 FL FL 5024 5024 5024 5026 'FIL 5026 5028 so2s.F1 so2�.e3 5028 FL 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL 5022 RECOMMENDA11ONS PRIOR TO PAVING, AND COMPACTED -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 -60 -40 -20 0 20 40 6 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SEC11ON PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN MINOR COLLECTOR 5.5 7.0 MINOR COLLECTOR 5.5 7.0 TWO LANE ARTERIAL COLLECTOR 7.5 11.5 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED INC. 84.0' ROW (MIN.) TO THE CITY OF FORT COLLINS PRIOR TO PAVING. CONSULTING ENGINEERS 748 Whalers Way 6.0' 6.0' 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Suite 200 Fort Collins WALK WALK NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED Colorado 80525 (MIN). 7.0' 13.0' 31.0' ROADWAY 13.0' 7.0' (MIN). TO A MINIMUM OF 95% PROCTOR DENSITY. Phone: 970.226.0557 BIKE LANE PKWY. (MIN.) 10.5' 10.0' 10.5' PKWY. (MIN.)--BIK LEGEND LANETDB NO. 1230.0009.00 TRAVEL CENTER TRAVEL PROPOSED GRADE 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. FUTURE GRADE SCALE 1" = 30' EXISTING GRADE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF DATE C11 IPYP'jr\M- IAIP% AA -r^KICI MM1%/A--r MMI%Ir-Cl IAlnnnnnnATIAI/1 NOVEMBER 6, 2024 SHEET ARTERIAL 2-LANE 30 0 30 60 N.T.S. 54 of 76 scale HORIZ: 1"=30' feet GIDDINGS RD. VERT: 1"=7.5' Ilk A. �.' 1� d ° ! ° .� ° Z ss 7' aq A e 7.23 °'✓/ a\. 6.89 \ :aA. vvi d 7.05 �,• �� > w fy 6.88 Oe ° �• e ° 6.72 • A r 2.70 \ a d ° At 6.79 dN °.e. :a 2.74 • IA.' / .do ° .***,A '° ° / \ aq •�• A n' /`as d '° 6.90 / \ \ a'� d 6.79 '.°�. w. 4.a .'j . x. • 6.59 `/��. ': a. . ,�� ° . x 2.48 \ 1%, x2.17 ° X6.74 x6.97 �a,. Al. a d ° A.°°✓ x6.69 / , a ` ° DRAWN ° d d 0 6.92 // :'a. '\' a x2.07 \\ q A" BRB f \ a 7.25 6.47 d 9' .° CHECKED 6.69 2.29°\ d �' / 2.26 , \ �� \ .d ..d DAP a' �a .° � 6.92 ° / 6.81 \° / / 99 \ ° !� \ � :. DESIGNED .� /�N x 7.61 °% d• 6.47 / \ d " ° d' : / .' a \.d / 2.39 \ 1.88 \ \ d BRB r� oy 2.10 \ �/ \ `f� . FILENAME 2.909; / �' 6.72 0j�° ,a�... •Q / / / a'� / a 2• \° 2.75 / �. \ �a 000 -Intersection-Elevations Infra 000;* CON IV 2.49%// a• d \\\ \\ °.`�a' O�:• • .� q.. � p0 L/c ° i Q Q 8 / / ,° f. A d\oe A AU _ ° \ \\V\ a. / Gif 44 e A NO .000 d `a a k, p` q �.• \ /11011 .. \ qa' lot A // LU Z Im CO 4. e°. a d d° -.a- ° CO V d d 8 - � - 7 \ ° °4.60 q a O \ .. Q ` 3.71 4.84 d . d OO e •°• a � ° 4.64 ° Qa . a`�O cLO�° 4.04 3.56QO -x3.83 a O \\ d ��°' � ° a� 4.84 CO I\ o\ e a ._ ° 3.2 d 8 ° 013 3.80• 3.86 U. \\ a°;% 2.447 O d c. A. 4.60 2.00/p 4. °. .. `�'` °. a �O ,e. ♦♦♦ ° q °. :. ° d 4.65 q' a INV Z V \ 4,0 475 ° d. �. o \�. \ ^� 3.30 �'/b ° °. i♦ Ol . ° . a d e 4.32 ° d'. 3.65�d. . 3.71goa ° Q 0 co 4 4.44 ♦•°° zN .. d ° a d s �.• N \\ e. 3.20 a . ° J6- A °e °: a 3.57.. ° ° d °�d ..e \ �° 2.6913\ .° '° \/ ° ° d ♦.° 4.01 .. d'O. A. 42' da A. 3.25 d. °n 4 �Q"G r♦, d °. ` 5.16 :° a a d d.a. _ °. - °. ° a p ° a 6� '. ° O � : °. \\ 2.77 e d ° 4.83 a ed "q d A 3.04 ° v d a \. \\ x2.61 d ..�.°` d.. A. ..q. ° aa. � •° ° a ° _ d 2.42 e o 4 .�. d. - - . 2.64 '. ° e ° ° 6l 2.90 x 2.84 Q . 2.83 :a 5.16 e ,Q. � `4 ' A 'd` a x 2.60 ° � 'q x2.85 a ° .. q ° °d a Qa. d d. ° e I a a.4 \.a 2.83 x2.61 e 4 d. .°� °. d° j e ,. °.e. ° 5.86 e° 3.43 q A. n x2.84e - a. 41 k2.64 \\ d a a i 5.48 , d d26+sg I a, Q a.° 2.82 4. m .d I de' .a d ' ° ° a A. ° 2.78 3.35 2.83 \ 01�° \\ ° ' � ° ° ,; 2.74 e <. d. ° ° a d 3.39 ... .° \ 2.42 2.70 �'� \\ d ,° d 5.87 �' .. .' a. ° °. d e d d q ♦ a • 4 4 a d 1. d \ \ '° °d _ e... a .•I .a a ' �'. 6.13' ° a 3.79 a. 0. 3.42 �. ° ° a e ° ° Q a e d 48 A A .aA 6.36 °. d ;' : g o .. ...a '°. ^ 4 a 'a. .. .•a °. ° .i N x 3.86 a \ V \ d °4 a': ° ° 'd X. A ° ° r ° 4 e °. . e a 2.80Y.. A' 2.83 6.56 N �. .' a . e r7 \ a d ♦ a d a e' a•.,.d..°:. \ \\ d ff.. ° ♦. • '.°. a:. ° d a. ,° 4.79 a. °� 'd as / a ° \ \ •° •a. ` a 6.70 ♦ V� A. - ° °. . °. d ° .d . •3.39 d. I b°'4.. A. a ° '4`Y ° >r a d.�♦�� _ ° a a .a •°q ° d°a . a ° \\ \\ a a�'Q '° 6 85° 2 86g ° . �►�♦ R2t3 ° -3.50 a . A. a \ \\ °° /d� 6.80 5.61 a 4 a a d . . d 3.32a 9 Q TST, ANC• �4.85 d ` CONSULTING ENGINEERS e' a °.. Cd� °. 00 °` 748 Whalers Way 3.25 ° N .3.56 3.46°� �',\: Suite 200 Fort Collins Colora° \ 25 ry, ° d S; Q Phone: 970.226.0557 d : d ' V y 6.70 �' 14 �. ° ° ° \\ \\ �� ° _ 3.30 . JOB No. q 230.0009.00 a -------------- ---- :d 3:48 2.55% a 4 SCALE • - > .: ° \ / \`\'d� � d. a a°.• A' :qd a a o \3 y`�` DATE NOVEMBER 6, 2024 20 0 20 40 SHEET 55 of 76 scale 1"=20' feet z 0 F- C N CL Z U O GO Lo w 5 LLI w Q m DRAWN . . • BRB . r.` CHECKED DAP DESIGNED _ TRUCK KEY MAP BRB �� b .�•.. i s� 4. 'A -�• R Sp TRUCK N . T.S. FILENAME 0009_HCP_Infra P- . � ��L Op 130 '' .• 0 L/ •/s.. p D. R�.se,.. e .y01o'. f�' -..e D V ••' RE MAP ,e �. + -� oo O••�0 �1p` oa D F :. �'��'' •', '> . .D sue.�.'��- .• ',� �� D' + �� e :.•. . P \-i��V 4' CONCRETE PAN `. .o�if°o �� e'•D. 'per �p'L �•�•••.• G� CO .•. '' . `` �. ..,.•ram•�.e. "6. D /�y� .• �CO V .�. p e.A- . � p ♦ o . -� R5QF OP > . Q 1/.,D •s �1.�i ..D- \ '\ ..p R.1v ' e. .p�.. ,.4.e ,D s M b ' ,b.. xi . • O As IJ ,. M.� `. ..: p OD 1 VERTICAL CURB A .••,fie 'AND GUTTER SECTION R >•. :{. ° 4' CONCRETE PANA. MONTAVA PHASE D — '!�` • AA ' ° 15.00' TRUCK---,--' �t� .'s Y n D. i' -"'.R^' ->. a �D: ,°. R`:�,:A. D .e °1 ..� ,' �� , "1�° �, ' �. P' III �{ - . .' INFRASTRUCTURE p . _ . e �, , . ' , . L. .. ! .. •.. , P : a! .p. APRON q'.p u !-, ..•. . '. . '. 'r : 2" MOUNTABLE CURB eD e �ti ° R596 � ' w R50'o_ / � o R583 W C° RAISED CROSSWALK b AND GUTTER SECTION �.,� o 6 TRACT A . . , . ° �� R6O p R596' 46880 SF 00 / P 4 — •A�, Z / r ° e p A.. s e . _ \` o� P °-� .... a� . .,' ',� : p a,:,:; . ... W� MAPLE HILL DR o. .� R3 o R604' • ° ° b ., A e c , s b e Q h ° °, a. 1 i. A. e g o C . Y . •O . ..b•'. QQ' a �.P •' .'. •,::� °s P law R!. G'. ° ' r ..e.D�''•�':;...� =.'. ° ° D` A e s '�;� AA. . '. - �l E• 'ICJ : •. 1Y� •' [j `:a," ° - .. P� 4 •--� _,�...D� s; V v^ s r e w RAISED A ,__ \\ •,` .p : ROOSWALK • p m ` 4' CONCRETE PAN ,, D .I P ' 'd s �'♦` LL A. . e 0 ., .. . .., 0 13.00' `' 4' CONCRETE PAN / Z W STFR 4.5p' j° ' TRACT B O co B/�/UOK •�.'p' 35442 SF Q MONTAVA PHASED ! p R -- 10 W j TST, INC. W CONSULTING ENGINEERS Ca 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 Z JOB NO. 1230.0009.00 HAR�/��D 30 0 30 60 SCALE 1" = 30' tN scale 1"=30' feet DATE NOVEMBER 6, 2024 SHEET 56 of 76 •r P' P e p0 . / °> /� N a Z a . . r ,\� >Ln e, gyp• ,. S Ld 10 y�P•` A. / 13' PED. CROSSING p`' / 13' PED. eCROSSING s O� DRAWN \A ... .r° 'ewD' > ,•.... _ P .P s� ° •.a. ' 4 e .R..i. ,r D.! ` / / BRB cc :°. .: CHECKED .p` •° o' ''° R60' A.;;.. 4' >,a , / DAP rD ° �� b'. �; °D ° AO ' IA e ,.. •.�. b. D °. . t r � �" ��'I b / DESIGNED e R3,D o V D KEY MAP BRB .y r. pd. A.R3'� .. FILENAME i. '.•:♦ . . 'b ° �� ,. a.. ..,. 1.5' STANDARD C&G N'' :'� e .. ° 0009_HCP_Infra , . e SECTION (TYP.) . D e �1.', . ..; ' o o : ,. 1' VERTICAL CURB D o NN Q o� : .. . • AND GUTTER 0 L/� .'' e 2" MOUNTABLE - • •° Q. e.° o P s• B. � pp D CURB AND GUTTER . :..D . cc r D s • D O ' °s 2.5' STANDARD C&G D ' b Q�P�( Q� �o.•w SECTION (TYP.) . ° rw. e .! • i At R3' d.. .e .� ' °'r. O = r6_ D° ZQ•00': ' D.,,.' / / / + p:a Q LA a' ✓' .., ; °D °s' / / I 0. 13 PED. CROSSING a. .•b;.. .. ` _ _ > / 3' PED CROSSING '-`-- R110! ...• ° e ems, s p 1 p. . A'. ,p • ., 1•.e. p : • tea. •` ; °P' / D° far• °' / A. °D r .O •.P P .,p .•P , f D "`� .. • �_. d �/ � / / ' O s. �• 1' VERTICAL CURB /11 e °.b. .. >� °r .D ' • 4 P / W -� R5 �� AND GUTTER r e, °1° A CD V ! • . . s ► .t •� • � Q , 0+ O / Z S a. 0. y+ACP �� 'P.D° �ar, r• '. .!4 •>D O- eDr,� ;• D'e' `t .r O > Al a r P e r CO D 4 r . .P ; ; • pR5►. a °.D•s • .. P a o pG r C ° ,' A. L e'. : 2' MOUNTABLE 6 eD.. f CURB AND p ° oo GUTTER " .... , aD° wry p,PRON22 o•�e. Z W O TRACT E Im ., .D 79957 SF • • D , . , WALK o °R3, P _ D 0. CC 1' VERTICAL CURB �A8i; R60'. ' 0.1 V PHASED AND GUTTER M ON TA A ,. •OP as °.e .p • INFRASTRUCTURE e r e r, .P S.00P .pp' a .b •• '�. ?w..`. ,p ' r rb. i .�, 55 �A •. R r f. p 13' •PED. CROSSING .r. 20 pe. • e. 13' PED. CROSSING r ' • �p0 D n r°D D e °a A e' .• pp p a MONTAVA PHASED _°� P o TST, b• .po � t CONSULTING ENGINEERS O O A. DO ;4..:.. 748 Whalers Way Suite 200 Fort Collins � ` hOp Phone: 987O.2206.0557 14.00, Q '�pQO :' JOB NO. p �pQ 1230.0009.00 •p > ,. OZ p 30 0 30 60 SCALE 1" = 30' 18 0 0 ° scale 1"=30' feet DATE e " NOVEMBER 6, 2024 SHEET • • A. 1 • re ` ' 57 of 76 .e ,e. D.. + e4. N � TRACT D 129493 SF N o � o Ln d4 O o Ljj •' .O' F_ m ARM 5 R1=163 V1=24.6 MPH ARM 4 LEGEND DRAWN R2=72, V2=17.95 MPH ` ' ` � I'.. +� R1=165 V1=24.4 MPH EKo R3=100, V3=20.37 MPH _ R2=80, V2=18.69 MPH THROUGH PATH (R1, R2, R3) CHECKED DAP R4=115, V4=21.5 MPH R3=155, V3=24.12 MPH i. �`' LEFT TURN (R4) DESIGNED R5=130, V5=22.5 MPH R4=75, V4=18.22 MPH ,FEKO R5=105, V5=20.75 MPH RIGHT TURN (R5) FILENAME 0 . d • a. •'.• .� .y •'♦ R. ` 5' OFFSET FROM FL fAST Jnfra • • ' y4 . ...................... . • L •' . !.(I. i d. ... .. . •••`•• d '' 1 V FLOWLINEC a ♦. may+ sees. s _ • _ V Q •\ . ,.:d t. '.'e:. .i' .fir..; / / SR" V \� -"tom • ...... � .. J.• t •+•• � / so .�... _ •.,, f.:._.♦ , .• rya � _ • .�, ` ,4 fit♦ �•. I •.• `a• -- — — •� Si E� ONAL .. ARM 6 ,..y. ' dA:.0 '' y p R1=100 V1=20.37 MPH •,4. �°r' '" J R2=130, V2=22.54 MPH R3=65, V3=17.25 MPH • P 'c • I .d• �.�• •. R4=55, V4=16.17 MPH R5=135, V5=22.87 MPH f •; Z F I ' 4 AQ TRACT E " ARM 3 a. 79957 SF d R1=115 V1=21.5 MPH C0_ R2=110, V2=21.13 MPH _ � � co R3 60, V3=16.72 MPH R4=50, V4=15.60 MPH �' Q I R5=115, V5=21.5 MPH m CO V- f.... •••f;:. CO LL p •. •., I }•. . • cl) W LL i t • .? ♦ .. ♦. 4 ARM 2 ARM 1 R1=135 , V1=22.87 MPH R1=70 V1=17.75 MPH R2=55, V2=16.17 MPH R2=92, V2=19.72 MPH 'I.a R3=100, V3=20.37 MPH •• %'' R3=142, V3=23.32 MPH I;: R4=105, V4=20.75 MPH '.•' • R5=130, V5=22.54 MPH R4=53, V4=16 MPH R5=60, V5=16.72 MPH z: ; ad 3 I•. d TST, INC. CONSULTING ENGINEERS :.d: A 0 748 Whalers Way l I Suite Colorr do 805251ins Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1"=40' 40 0 40 80 DATE scale 1"=40' NOVEMBER 6, 2024 feet SHEET 58 of 76 `4 •�4• �d �. e:\ z . o CL N w �,A LLI ••/ 1!'• -. •e. \.� / t� _e 000 • i. • s : RAWN •r'.. _ ItA ,.j, i X. '�'. . CHECKED _ IA DAP i. )' / d . •• \ ' 4 DESIGNED ,• EKO FILENAME ..I 00093GHT DISTANCE a , 1#'. e. X,' Q A. e:. /. .. p�:' d••'--d,.•. '.\: :1 .,' '.a `ate+ a7 • Ai ' AA. e ` ♦' I !•/ S/ONAL a;: .d A. 44 I i.a..• I/ d• d .. � .p •. 4S.! .a..,.a y. 1. �•.. q $!' a • / •/ •4�•. w •d • •• £ }� f�' d�� a v i;• A , _ e. 4. a LU • ...� / ; . A .� •.d.'• .• 4 ,4'y Uj CO A. °e`. ,'°�: a'•� ,. .. /,e a .� �. d+ l .. s:.A LL s Z W Q C0 S a c� cn °i �tl ,4• 1 4 i LEGEND — — — — — — — INTERSECTION SIGHT DISTANCE (ISD) —_— CIRCULATORY STOPPING SIGHT DISTANCE (SSD) PROPOSED SIGHT DISTANCE RESTRICTED AREA NOTES: FOR FIDDLE ISD BASED ON 25 MPH FOR DUTCH ROUNDABOUT ISD BASED ON 15 MPH DESIGN SPEED TST, INC. FOR FIDDLE CIRCULATORY SSD BASED ON 22 MPH CONSULTING ENGINEERS 748 Whalers Way FOR DUTCH ROUNDABOUT CIRCULATORY SSD BASED ON 20 MPH Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1 n=40' 40 0 40 80 DATE scale 1"=40' NOVEMBER 6, 2024 feet SHEET 59 of 76 Z O C za_ Z o' O U co CO w 5 W IF— w Q � — o / __7 / DRAWN / BRB CHECKED DAP / KEY MAP DESIGNED — — BRB / N . T.S. FILENAME E _ / 0009_Signage & Striping—Infra FOR D \ RAISED SIGHT KEEP - g — DISTANCE g 3 CROSSING DETAIL F\,�p L/C SPEED LIMIT SIGN TRIANGLES / \ SEE SHEET 69 4P�(25 MPH) 4LEFT RIGHT 6-, pMAP ° ° - � cc v° � O o.: D , 5 \ SIGHT �O� .••�G� FOR RAISED D ° ' e ` P DISTANCE PEDESTRIAN KEEP RIGHT BICYCLE S/ONAL E _ > _ L(E) �e ° KEEP LEFT SIGN 18"X24" e CROSSING DETAIL .._ TRIANGLES SEE SHEET 69 J E _ — SIGNING LEGEND D DD° ° 2 D J INSTALL 4' PVC SLEEVE 2 FEET BACK FROM NOSE OF MEDIAN TO ENCASE R4-7 3 — D'e D e ® KEEP RIGHT SIGN 24"X30" AND OM-3(L) OBJECT MARKER SIGN 12"X36" R1 2 YIELD SIGN 36wX36wX36w e \ e e> e — D. 0 o \ D ee B D D %� \\ ° � 2 P , `\ ' D D J © R1-2 YIELD SIGN 36"X36"X36" WITH A R6-5P ROUNDABOUT CIRCULATION SIGN ° O R6-1 "ONE WAY" SIGN W11-15P MULTI USE TRAIL SIGN AND W16-7P DIAGONAL ARROW PLAQUE FO D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) A e D _ /D TRACT A 2 m 2 e F D --� D 46880 SF MONTAVA PHASE D 2 -- -== © OM4-31 BARRICADE WITH R11-2 "ROAD CLOSED" SIGN LU J D -- D. P. 3 A O D 2 W2-6 ROUNDABOUT CIRCULATION SIGN Z INFRASTRUCTURE \\ D OI W2-6 ROUNDABOUT CIRCULATION SIGN WITH RAISED CROSSWALK AHEAD PLAQUE 0 5 MAPLE HILL DR 1 --- --- O PEDESTRIAN KEEP RIGHT BICYCLES KEEP LEFT SIGN F V a. J FOR RAISED ° _ A B T . D eo e e _CROSSING DETAIL E L � ' SEE SHEET 69 Q e SIGHT P ° DISTANCE �` ' — — .p> — —/— — ° CO TRIANGLES�'. ° D 5 ° SPEED LIMIT SIGN STRIPING LEGEND 0 c - � e \ D / (25 MPH) cr) CC Z D J 7. 4" SOLID DOUBLE YELLOW CENTER LINE LL PRE—FORMED THERMO— PLASTIC ARROW AND TEXT FOR RAISED D D �2 �1 f►d k O A 0 W CROSSING DETAIL 3 D / MARKINGSE 0 0 SEE SHEET 69 a / 2 / �� / (1PRE—FORMED "_WIDE,ELENGTH VARIES) 11C CONTINENTAL BARS Z MONTAVA PHASED —�— e E TRACT B , 35442 SF ® 8 WHITE SKIPS (2 LINE WITH 4 GAP) 0 co 1 W WIDE GREEN THERMO—PLASTIC (LENGTHS VARIES) a. z J m ti 1 Z TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 NAR VVO 30 0 30 60 SCALE 1" = 30' scale 1"=30' feet DATE NOVEMBER 6, 2024 SHEET 60of76 D z o - - - - - i �// a_ E 0 o \ ED / w ° C 2 i 3 P ° D \ D I B ° C° °D♦ � \ v P DRAWN / E s p �,� D D 2 / BRB D / CHECKED SIGHT ' 'c 4 ° \° " G i DAP DISTANCE ' ° -� ,/' \\ \\ '�.\ p ° , P e / D '/ ' \ \ ' KEY MAP DESIGNED TRIANGLES / ° I � P ° p/- ' p II p , - - - - - - - / \ BRB F \\\ \�\ D I \ \ - N .T.S. FILENAME SIGHT DISTANCE \ — — — 0009—Signage & StripingJnfra TRIANGLES \ _ y ti , PD \ , , - _ _ _ _ - _ D % KEEP Z D A 9/ D \;\\\ \\\ P \\\ LEFT RIGHTp'�J,y'Al�•' pJP� pC� 2 \ D o\\\ , `\ ° \\ /\ / / i _ _- —= PEDESTRIAN KEEP RIGHT /ONAL ECG 4° b ° D II \ \ / \ —_ BICYCLE KEEP LEFT SIGN �i�- ti A /// °D 3 D 1 \\ ` \� / SIGNING LEGEND D Q \ INSTALL 4' PVC SLEEVE 2 FEET BACK FROM NOSE OF MEDIAN TO ENCASE R4-7 D \ D E / // / �� / / KEEP RIGHT SIGN 24"X30" AND OM-3(L) OBJECT MARKER SIGN 12"X36" R1-2 YIELD SIGN 36"X36"X36" C 3 q �� / / y / © R1-2 YIELD SIGN 3 NTH TH A R6-5P ROUNDABOUT CIRCULATION SIGN H // — 7m. D D X R6-1 "ONE WAY" SIGN 3 \ � \ W11-15P MULTI USE TRAIL SIGN AND W16-7P DIAGONAL ARROW PLAQUE A , 4 2 - B \ \ O D1-1 STREET NAME SIGN 60wX12" 1 SIGN PER EXIT) OM4-31 BARRICADE WITH R11-2 "ROAD CLOSED" SIGN Uj LHO W2-6 ROUNDABOUT CIRCULATION SIGN F D \ \ \ I W2-6 ROUNDABOUT CIRCULATION SIGN WITH RAISED CROSSWALK AHEAD PLAQUE / A ' \ PEDESTRIAN KEEP RIGHT BICYCLES KEEP LEFT SIGN U r CO \ \ / STRIPING LEGEND Qcl) CC 0 1> \ TRACT E p i bl P �\�� '� p \ ae \ \ 0 4" SOLID DOUBLE YELLOW CENTER LINE LL, Q 79957 SF � °> 'I �11 °>D � Doe °D' --- _ ° \ °D � 4 �`P. o 1 F D ° I \ PRE—FORMED THERMO— PLASTIC ARROW AND TEXT W II D 11 q D \ \ C °i \ \ Q 41 f�1.t II A tI MARKINGSE ° \ \ \ PRE—FORMED M E ST1C CONTINENTAL BARS2 I WIDE, LENGTH VARIES)( Z W Co ONTAVA PHASED ° M D 3 B D °' BD D D ` \ 4 •��• 8" WHITE SKIPS (2' LINE WITH 4' GAP) O INFRASTRUCTURE D A Q nq D1e ° '„'''' . f D'" 18M WIDE GREEN THERMO—PLASTIC (LENGTHS VARIES) co D B C Z \\ \ \ Z _ -- I \ \ro D D D D \ \\ \ \ \ E \ ° \ \ \ MONTAVA PHASE D A D n \ \ D \ p' / H TST, INC. \ / CONSULTING ENGINEERS 748 Whalers Way Suite Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 30 0 30 60 11) = 30' scale feet DATE NOVEMBER 6, 2024 D SHEET 61of76 Ar F"W" T, IN WIN:, ,� � _01 f4 ® ® R'�/� •• •• w '� 'w "` d-�\�7,r��l• ■. IV I k - 11 gl MENtry 1 1%oil NAM .7 Mo On Xi W 140 12067.11 821 W_ IN&IONI&W- E ap• ==- �R a ,�- �,�� _ �'�,� �, � �,C� ,I A i � ��-►--- _I�� !, t —WWI Mr-01.01+10\ RAU J'Hsi III Im irl v kni ilml LA ms IL WMAN ,a V. , M1,10,WAS (AIR, a" L-5-0 * INLET D 2 FT. 7 IN.±-1 CLASS A BEDDING CLASS B BEDDING 5/z" L-101104 L-15 p 16'-4" 8 MAINTENANCE ACCESS AT BOTH ENDS WITH BARRIER GENERAL NOTES' PLAN NIP DIMENSIONS NSIONS onNOPW OVE ROD Luc. e- B I _ , FOR LENGTH (L)10 FT.OR MORE PROVIDE APPRTYPE OD EQUAL 409 409 5 TRANSITION SEE SHEET 2. i. BI C D E TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 409 AN ADDITIONAL MANHOLE RING AND COVER. � 12 49 Tz ji - . , F:� _x _x 71 - - - - - A 403 r A CUT REINFORCEMENT BAR ACCORDINGLY. 503 WHEN A TYPE R ie as 74 36 601 601 601 INLET IS USED WITH - E 24 43 54 97 as }STATION POINT AT MIDPOINT MOUNTABLE CURB AND 30 a3 96 60 -I N. T LOWER LIMIT OF LOWER LIMIT OF 403 OF INLET ALONG FLOWLINE GUTTER 5 FT.TRANSITION 36 37 97 71 F } F TRENCH WALL 12 IN. MIN. TRENCH WALL 12 IN. MIN. 36' MOUNTABLE 42 3s 97 7e }_ 3 IN. 3 IN 3 RODS 5 RODS ENDS OF 8 1 BEAM SHALL BE CONSTRUCTED. za 9a 8a T T_ SLOPE 1 SLOPE 1 O FACE OF 8"O.C. IN 10' W 15' 3" CLR. FACE OF TRANSITION SHALL BE PAID CURB FACE a0 98 96 MILD N ` LVANIZED ANCHOR BOLTS.NUTS AND WASHERS, 1 1 CURB INLET INLET FOR AS CURB AND GUTTER. MOUNTABLE STEEL,ASTM A 307.ROD LUG SHALL BE COATED DENSELY ~ ♦ - -- - CURB CURB AND GUTTER 21 96 10P. WITH COAL-TAR EPDXY PAINT OR APPROVED EQUAL. f DENSELY f N � COMPACTED MATERIAL + PIPE O.D. COMPACTED PIPE O.D. U TRANSITION CURB E so Max 3o Min. MATERIAL — w 30" 30" 30" 30" 30" MEET SHAPE OF NORMAL BARRIER �-C -t�B 3",EACH END CURB AND GUTTER HERE. ♦- FOR A V-0" PAN SLOPE 2" PER FT. - - + F � 0 ONE 1I/4"DIA.ROD DIRECTION DIAMETER * OF FLOW DIA. _ IN. 42 IN 6 IN. COMPACTED IN 5'INLET SEE CHANNEL LAYOUT ON SHEET 2. � �, „ I IN. 30 IN N 1/4 PIPE O.D. a3000 P.S.I. W f 2-0 4'-4 _L A t IN - 80 IN ' I\1 ocn ION OF I IN, MATERIAL PIPE O.D. + 8 IN— CONCRETE GRANULAR 3 INLET PAY LENGTH 3 8 OR PIPE O.D. Din Hoye= OR 4 IN. MIN. TRANSITION B TRANSITION IY2„ 4„- r 8 C8.5 11/4" SLOPE 2%TO GUTTER 1 D �E I CONCRETE JOINT OR86 IN. MIN. GUTTER PLAN VIEW GUTTER ♦� .4 0 11/41 R 409,8 O.C. E FASTENER. FLUSH WITH I 1"LEG A SLOPE=?/FT. 601 SECTION X—X END VIEW CUT OFF OR BEND BARS TO CLEAR MANHOLE L=5'-0" L=10'-0" �L=15'-0" 3" CURB FACE R 4 2" R END SECTION FOR REINFORCED CONCRETECLASS C BEDDING ROCK EXCAVATION 409 601 503 f 409 409 409 (TYPE 2-SEC.IIB)IMANHOLE I} D 8" 6 INLET STEPS CIRCULAR PIPE TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED g 403 403 4032' CLR. REQ'D.FOR ALL601 2" CLR. . 7 503 >3'-6" F i F601 601 601 601 6 501401 3" CLR. 401 401 401 (I/a) 2;1 51/z"O.C. 51/z"O.C. F F PLAN EIII D.C.3" CLR. I • 2:11%z"PIPE SPACER 408 ! LOWER LIMIT OF 12 IN. MIN. LOWER LIMIT OF 12 IN. MIN. L=5' AIIH Ham' H� ° 12 O.C. PLAN E TRENCH WALL TRENCH WALL L=10'OR 15'^HS5' ° °. AND 11/4" LOCK NUT 16" MAX. SLOPE I SLOPE o , ° 9" O.C. 0 1 8„ 9' O.C. TYP °, o D' p' °' 3"CLR. 3" CLR --- �-�J DENSELY } a] ° 407 407 8 e e Q Q -- COMPACTED I UNIFORMLY PIO.D. f 0 0 0 ° „ - - �B MATERIAL A PIPE O.D. GRADED ROCK OR ' j PE 0 8 WALL (TYP.) � RISE 4" WING COMPACTEDDRAWN 403 401 403 403 403 ° ° ° 9,40C. _ _ _ _ _ _[8" _ A \ 1/a PIPE O.D. SELECTED GRADED BRB I �I GRANULAR MATERIAL .� I " R��Q D D D D D D D - • � - P � • D� ,� 1/4"DIA..x 24 � A 2 IN.DIAMETER TEMPORARY 402 4D1 407 � SPA 12" o ° ° 2" ALL GALV.STEEL ROD 11" O.C. A CHECKED - ° HOLE FOR DRAINAGE SHALL il" O.C. 401 9' D.G. — COMPACTEDAROUND 2'-6"D.C. BE PLACED AT SUBGRADE } SECTION F-F END VIEW GRANULAR 1 8 PIPE O.D. 6 IN. MIN. DAP 05 406 10' EMBEDMENT ° 11" OC D / 405 406 405 406 (TYP.) ° ELEVATION OR A MINIMUM MATERIAL OR 4 IN. MIN. /4 - - - SECTION F—F END VIEW DIRCVL RN.) SPAN�R IN. DIMENSIONS (INOHES) DESIGNED 3 x3 x PLATE SHALL BEPLUGGED WITH40� EouIVALENT NOMINAL(IN) DIMENSIONS 30 SE A B c 0 E BRB 6" O.C. 6' O.C. ROAD 9 O.C. I ) /9 UIVALN NOMINAL J 8 /2 39 33 72 48 UNSTABLE SUBGRADE 6"D.C. 6" O.C. 6 O.C. 6" O.C. THREE INCHES BELOW CIRCULAR 6'-8" 11'-8' I6'-8° ° " 3 ° FILENAME SECTION A-A REGULAR INLET CONCRETE BEFORE CIRCULAR 91 2 5a 96 SUBDRAIN DETAIL ACCEPTANCE OF THE - DIAM. (IN.) SPAN RISE A B C D E 36 43 2/ it 1/8 60 35 96 72 CURB FACE ASSEMBLY , , y ,;, „ 42 50 31 15 3/4 60 36 96 7g D C D INLET. TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE. e a 9 I z Sa 48 a 36 21 60 36 96 e4 0009_Details_Infra C L=1D'-0° L=15'-D" / 54 40 25 1 2 60 36 96 601 503 502 502 504 502 60 60 72 yl LOWER LIMIT OF I 45 29 11 1J8 60 / 90 2"ALL AROUND 3/a 60 6O y4 0 6O 36 9fi 96 } 409 501 409 409 eP 2 6 54 31 fio 3s 99 12D � TRENCH WAL� a° 502 END SECTION FOR REINFORCED LOWER LIMIT OF 12 IN. MIN. SLOPE _ END SECTION FOR REINFORCED CONCRETE ARCH PIPE TRENCH WALL o o PLO �/C 413 403 SLOPE o° a °o ° o 10 ° ----- CONSTANT • I n ii DENSELY ° � 00° �o 00o 00° � �• PN • 32' 409 403 CONCRETE ELLIPTICAL PIPE oo°o oo°o 0000 0,00°o O 413 403 " COMPACTED poo°p°o0oe°0°°Doo°p°0000°0° ��•�� 0� 0� „ �* '* BACKFILL ooDo 000 Do ooDoOZ40EO • I 5-0 3" CLR. MIN.0.5% SLOPE 11 412 COMPACTED - o° °o°oo 0 0 oa Do° V • 403 GENERAL NOTES: o 00 0° • Q CONSTANT GRANULAR OR o $ 000$ • PQQ ��G 9" O.C. 408 �� I� 0— H oo°° I DO Oo 0 3'-4" „ I. REVISED CDOH M-603-10 UNIFORM GRADED GRAVEL �°00°o I oo°Oo° • 401 8" 406 405 3 CLR. o Oo o°Oo I o 6" O.C. 6" O.C. MATERIAL FILTER oho°°o 000a°oo°o • 413 %. CONCRETE END SECTIONS ARE TO BE >5' 411 412 " " " FURNISHED WITH TOUGE OR GROOVE AS 4 IN. MIN. 0 0 411 4127 413 " SECTION B-B REQUIRED. oo°°o °o°o °o°o °o PERFORATED OR o O o VARIABLE 403 410� Ii o O o0 0 00 o O o0 o°D'op 6 IN. MIN. SLOTTED PIPE w\ ••• END VIEW INSIDE CONFIGURATION AND JOINT OF CONCRETE FILTER \O •••••• C D C D END SECTION AND PIPE SHALL MATCH. 1 1/2 IN. } MATERIAL S/ONA� L 6 6 6 NOTE: MANHOLE RING AND COVER STATION POINT 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ROCK TJ 2" OUR. � 11 � AND OUTFLOW PIPE SHALL BE LOCATED NOTES: 405 ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM AT THE SAME END OF THE INLET. LARGE STONES, 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. 3-411 OF 15 LINEAR FEET OF THE OUTLET END OF THE 12" 406 SECTION A-A INLET BROKEN CONCRETE, ETC. III, O.C. ARE MECHANICALLY LOCKED TOGETHER. END SECTION IF REQUIRED WITH DROP BOX H>5 FT. SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) LENGHTS, WHEN USED, WILL BE INCLUDED IN THE ( ) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, 15 L.F. REQUIRED. SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. Computer File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 West Howard Place CONCRETE END SECTIONS STORMWATER BEDDING REQUIREMENTS Designer Initials: JBK R-X ® COOT HQ,3rd Floor M-604-12 Last Modification Date: 07/31/19 R-X �./ Denver,CO 80204 TYPE R Standard Sheet No. 1 of 2oF CITY OF APPROVED: DETAIL �of CITY OF APPROVED: DETAIL Detailer Initials: LTA R-X Phone:303-757-9021 FAX:303-757-9868 ty f ■n FORT COLLINS STORMWATER Cw�} ■M FORT COLLINS STORMWATER Project Development Branch JBK Issued b the Project Development Branch: Jul 31, 2019 Project Sheet Number: For! �►V has UTILITIES DATE: 01/31/01 1""�,)' ` has UTILITIES DATE: 1/12/00 CAD Ver.: MicroSiation V8 Scale: Not to Scale Units: English R-x J P y i p v i /""�, FORT COLLINS, Co. CONSTRUCTION DETAILS D 15 /"'�, FORT COLLINS, CO. CONSTRUCTION DETAILS D 1 (970) 221-6700 DRAWN BY: NBJ (970) 221-6700 DRAWN BY: SKC WIRE SCREEN CONCRETE BLOCK (APPROX. 1/2 IN. MESH) �1 mm m � FILTER FABRIC UJ STEEL OR WOOD POST z co O � J 1p F- > > W GRAVEL FILTER BACK FILLED TRENCHCO Z A (APPROX. 3/4 IN. DIA.) - I II II I -1 — AREA INLET WITH GRATE II III— O aCO D FILTER FABRIC POSTCH SECURELY TO Q STEEL OR a ° WOOD POST COMPACTED BACK FILL Z UJ co RUNOFF O CO Z A GRAVEL FILTER _ _ _ _ O PLAN VIEW I=I 11=1 I MI I I=I I III-„I_Ii I- 4PINROXI4AIN.LTRENCH A I M I I=1 I U 11= —I I-I 11=1 I I-1 11- CL WIRE SCREEN I-III-111-III-III III-1I11-III-III- OVERFLOW I -III-I I I-III _ _ El 111-1 I EEIII=1 10 IN. I I I=III-III-III I I-III-1 I I-I I I-IIElIEd 11- N ❑ ❑ ❑ GRAVEL FILTER MIN. -III (III-111- 111-111-111-111-111 1j1=1 i -I 11 111 I 1-1 I 1-111-111-111- ' 'Mil RUNOFF I M 111=111=111-� ❑ ❑ ❑ 'II- �11111�1111-Tj-1�l SECTION VIEW CONCRETE BLOCK FILTERED WATER GENERAL NOTES: SECTION A-A 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 cyf CITY OF APPROVED: DETAIL �of CITY OF APPROVED: DETAIL -FCd.} ^' M FORT COLLINS STORMWATER Cw�.} n FORT COLLINS STORMWATER ort Cdti s UTILITIES DATE: 01/03/01 1�"�J' `��t11,S UTILITIES DATE: 12/27/00 "�� FORT COLLINs, Co. CONSTRUCTION DETAILS D — 24 /"`�� FORT COLLINS, co. CONSTRUCTION DETAILS D — 28 (970) 221-8700 DRAWN BY: NBJ (970) 221-6700 DRAWN BY: NBJ TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE NITS DATE OVEMBER 6, 2024 SHEET 63 of 76 Check Dams (CD) EC-12 EC-12 Check Dams (CD) Check Dams (CD) EC-12 EC-12 Check Dams (CD) z LENGTH, L CD CHECK DAM INSTALLATION NOTES R C D REINFORCED CHECK DAM MAINTENANCE NOTES 00 ALTERNATIVE TO STEPS ON BANKS ABOVE CREST: CREST LENGTH, CL 1. SEE PLAN VIEW FOR: N DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIONS 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. Z � WITH GROUND SURFACE: AVOID GAPS BETWEEN GABIONS U B -LOCATION OF CHECK DAMS. 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 U) 0 B TYP, D SECTION -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). EROSION, AND PERFORM NECESSARY MAINTENANCE. j A LENGTH L Lv 01 61. 2. CHECK DAMS INDICATED ON INITIAL SWMP SHALL BE INSTALLED AFTER CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN MIN') 1' 6" MAX. STEP CREST LENGTH CL FENCE, BUT PRIOR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE (MIN) 1�. Tr HEIGHT 1'6" DOCUMENTED THOROUGHLY. COMPACTED -� - �s YX �+ .T"3 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FOR THE D BACKFILL, -+1 1 ' a- + �i ( , APPUCATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12' 6' TYP<4 (1'6' MIN) 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON . ,1 ,_.,- ;=^� (TYP.) � f OR TYPE L (D50 9'). DISCOVERY OF THE FAILURE. CHANNEL GRADE UPSTREAM AND TOP OF CHECK DAM 4. RIPRAP PAD SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1'. COMPACTED ROCK FILLED GABION 4. SEDIMENT ACCUMULATED UPSTREAM OF REINFORCED CHECK DAMS SHALL BE REMOVED AS DOWNSTREAM q BACKFILL HOG RINGS MIN. BUR v SECURED 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. OF THE CHECK DAM. 5. REPAIR OR REPLACE REINFORCED CHECK DAMS WHEN THERE ARE SIGNS OF DAMAGE SUCH ~ CHECK DAM ELEVATION VIEW CHECK DAM MAINTENANCE NOTES REINFORCED CHECK DAM ELEVATION VIEW AS HOLES IN THE GABION OR UNDERCUTTING. p 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. >_ GRADE 1' 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 3' D50=6" RIPRAP m EROSION, AND PERFORM NECESSARY MAINTENANCE. Ir �I ENCLOSED IN GABION 7. WHEN REINFORCED CHECK DAMS ARE REMOVED, ALL DISTURBED AREAS SHALL BE FLOW � MIN. - COVERED WITH TOPSOIL, SEEDED AND MULCHED, AND COVERED WITH A GEOTEXTILE BLANKET, Y 1'6" 6" MIN. OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. DRAWN 1 E' MIN. - EXCAVATION TO NEAT 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1 6 = `�,ry" MIN LLINE, AVOID OVER EXCAVATION, EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FLOW BRB INE, DOCUMENTED THOROUGHLY. n r (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAO) (TYP.) CHANNEL GRADE f NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CHECKED 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DAP D50 = 12" RIPRAP, TYPE M OR DISCOVERY OF THE FAILURE. COMPACTED BACKFILL GEOTEXTILE BLANKET DIFFERENCES ARE NOTED. TYPE L 050= 9" (SEE TABLE DESIGNED 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 Y2 OF THE HEIGHT OF THE CREST. BRB 5. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS REINFORCED CHECK DAM INSTALLATION NOTES FILENAME STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 1. SEE PLAN VIEW FOR: 0009-Details-Infra 8 6. WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE -LOCATIONS OF CHECK DAMS. FLOW CHANNEL GRADE COMPACTED BACKFILL. DISTURBED AREA SHALL BE SEEDED AND MULCHED AND COVERED WITH -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). 61 GEOTEXTILE OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). 1' MIN _ _ EXCAVATION TO NEAT P00 L/0 ) 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD •••••• '~` LINE, AVOID OVER-EXCAVATION �•••PN P\, (TYP) LAND-DISTURBING ACTIVITIES. D50 = 12" RIPRAP, TYPE M OR NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. TYPE L D50=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 • PQQ ��G MAJOR DRAINAGE, VOL. 1 FOR DIFFERENCES ARE NOTED. WITH WIRE AHOG MAXIMUM RINGSOPENING SPACINGDIMENSION OR OTHER APPROVEO MINIMUM MEANS WIRE SHALLTHICKNESS USED ATOALOL •\ \��' p�S� GRADATION) SECTION B CABION 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\lJ� ••G\ q A AND B ARE EQUAL ELEVATION \ S •.••••• \J 5. GEOTEXTILE BLANKET SHALL BE PLACED IN THE REINFORCED CHECK DAM TRENCH /ONAL AMIF - ~ 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 Surface Roughening (SR) EC-1 EC-1 Surface Roughening (SR) SC-8 Sediment Trap (ST) W Zcr CO SR SURFACE ROUGHENING INSTALLATION NOTES S T � D W 1. SEE PLAN VIEW FOR: RIPRAP, TYPE M (D50=12") TYP.SMALLER ROCK I Q TRACKING OR -LOCATION(S) OF SURFACE ROUGHENING. SIZE MAY BE ALLOWABLE FOR SMALLER TRAPS IF APPROVED BY LOCAL JURISDICTION Q IMPRINTING 2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY CO Z FORECASTED RAIN EVENT. TOP OF EARTHEN BERM 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 2:1 MAX. {' L THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. y 5. A FARMING DISK SHALL NOT BE USED FOR SURFACE ROUGHENING. FLOW -- � � TRANSITION EXISTING g SURFACE ROUGHENING MAINTENANCE NOTES FLOW - CHANNEL INTO W SEDIMENT TRAP T r Q 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. -r MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 2:1 MAX. 6" MAX POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE "-`'` L` LU co f EROSION, AND PERFORM NECESSARY MAINTENANCE. O CO Z 2:1 MAX. FURROWS 2" TO 4" DEEP 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN _4 EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 2" TO -r� WITH 6" MAXIMUM SPACING DOCUMENTED THOROUGHLY. L 4" DEEP PARALLEL TO CONTOURS 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 0. 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. 30" 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. 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, 2. 6, MINN. FLOW f ROUGHENED ROWS SHALL BE 4" TO 6" MIN. RIPRAP, TYPE M MAY 2") TYP. SMALLER ROCK SIZE ZE MAY BE 4" TO 6" DEEP WITH 6" MAXIMUM SPACING PARALLEL ALLOWABLE FOR SMALLER TRAPS IF DEEP TO CONTOURS APPROVED BY LOCAL JURISDICTION SR-2. SURFACE ROUGHENING SECTION B FOR LOW SLOPES (LESS THAN 3:1) ST-1 . SEDIMENT TRAP TST, INC. CONSULTING ENGINEERS 748 Whalers Way 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 Suite 200 Fort Collins 0525 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Colorado 26.0 g g g Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N TS DATE OVEMBER 6, 2024 SHEET 64 of 76 Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) —SCL—SCL—SCL— SEDIMENT CONTROL LOG INSTALLATION NOTES 4' MAX FOR TRENCHED SCLs SC I A S C I 10' MAX FOR COMPOST SCLs 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. L L z 1,1" x 111" x 18" (MIN} 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR IYi" x 1Y2" x 18" (MIN) WOODEN STAKE VERTICAL SPACING TO ANY UPGRADIENT LAND-DISTURBING ACTIVITIES. 0 a WOODEN STAKE VARIES DEPENDING Z ON SLOPE 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT 8" DIAMETER (MIN) COMPOST o SEDIMENT CONTROL LOG FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, (/7 9" DIAMETER (MIN) } HOLES AND OBVIOUS WEAR. W SEDIMENT CONTROL LOG ` c" 10' MA 4' MAX. ON CENTER (TYP. T. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. CENTER (TYP. 3" 6„ NOTES:1.TH15 DETAIL IS FOR HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. y�� y. � 6' NOTES: FLOW �� DIAM. USE WITH SEDIMENT 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO SC CONTROL LOGS THAT A DEPTH OF APPROXIMATELY Y3 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS FLOW OF SCL DIAM. /i 11ARGER DIAMETER ARE A MINIMUM OF (TYP zr SC SEDIMENT CONTROL �,��,�� ;�. CONTINUOUS SCL DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO �� r 8 LB/FT / A7 PERIMETER OF DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST LOGS MAY NEED TO i i,i CONSTRUCTION SITE BE EMBEDDED DEEPER. y�` � � � � 2.PLACE LOG AGAINST �� STAKING. COMPOST LOGS THAT ARE 8 LB/FT DO NOT NEED TO BE TRENCHED. `'� ✓ / i `��2.PLACE LOG AGAINST SIDEWALK OR BACK OF CURB WHEN ADJACENT SCL-3. SEDIMENT CONTROL LOGS TO CONTROL W SIDEWALK OR BACK OF 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR < CURB WHEN ADJACENT TO THEE FEATURES. SLOPE LENGTH FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY Q '\ TO THESE FEATURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) COMPACLLERTED BLOWNHIN SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN TRENCHED SEDIMENT CONTROL LOG CENTER STAKE IN CONTROL LOG 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS >_ CENTER STAKE IN CONTROL LOG DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A m 3" 9" DIAMETER (MIN) COMPOST MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF COMPACTED EXCAVATED 3" 9" DIAMETER (MIN) BLOWN/PLACED FILTER SEDIMENT CONTROL LOG THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST DRAWN TRENCH SOIL SEDIMENT CONTROL LOG MEDIA OR SOIL LOGS SHOULD BE STAKED 10' ON CENTER. BRB FLOW Ys DIAM. SCL (TYP.) FLOW SEDIMENT CONTROL LOG MAINTENANCE NOTES CHECKED 7 ..y, DAP w/w", 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, N07 REACTIVE. INSPECT BMPs AS 50QN AS 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DESIGNED BRB EROSION, AND PERFORM NECESSARY MAINTENANCE. FILENAME SECTION A 2, FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN SECTION p COMPOST SEDIMENT CONTROL LOG EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 0009_Details_Infra TRENCHED SEDIMENT CONTROL LOG DOCUMENTED THOROUGHLY. 12" OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON O0 LAC (MIN.) DISCOVERY OF THE FAILURE. ALP ....• 12" OVERLAP 1)�" x 1)§" x 18" (MIN) ��;00 0P.N WOODEN STAKE 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS (MIN.) 1J " x W. x 18 (MIN) NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED WOODEN STAKE SEDIMENTS IS APPROXIMATELY J¢ OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. •O��G G�5�� 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 Q� ••••••.••G� 9" DIAMETER (MIN) 70P SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY S/ONA� 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 Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Vehicle Tracking Control (VTC) SM-4 W Zcc J TC � 0 � . . VTC WW VTC/ VTC/ — D LlJ DITCH TO CARRY CM T R 20 FOOT WASH WATER TO (WIDTH CAN BE SEDIMENT OR BASIN i LESS IF CONST. 4 / CO Z VEHICLES ARE PUBLIC / PHYSICALLY ROADWAY / a O CONFINED ON _ BOTH SIDES) - -� DISTURBED , SIDEWALK OR OTHER 4 CONSTRUCTIONAREA co LL 50 FOOT (MIN.) STABILIZED STORAGE AREALL PAVED SURFACE '' - r 10% MAX--- OR STAGING AREA NOTE: WASH WATER '�'��"��- �; ".�., O O O a c MAY NOT CONTAIN Z CHEMICALS OR SOAPS EXISTING WITHOUT OBTAINING PAVED 12' MIN A SEPARATE PERMIT WASH RACK ROADWAY CONSTRUCTION MATS, WOVEN OR TRM ao cr 50' MIN CO 9" (MIN.) 6'7" MIN. O cf) Z P `Y a o PUBLIC UNLESS OTHERWISE SPECIFIED OREM ROADWAY BY LOCAL JURISDICTION, USE REINFORCED CONCRETE RA K t8" MIN = U •; --<- CDOT SECT. #703. AASHTO #3 (MAY SUBSTITUTE STEEL CATTLE GRAIN SPACE pQ p SPIKES STAKES COARSE AGGREGATE OR 6" 5 0. MINUS ROCK GUARD FOR CONCRETE RACK) SECTION A �pG� ° - NON-WOVEN GEOTEXTILE FABRIC `Lp��,G�� TRM END OVERLAP WITH BETWEEN SOIL AND ROCK } p`v lei.J��O SPIKES OR STAKES a O L,N GK CONSTRUCTION MATS, WOVEN OR TURF REINFORCEMENT STRAP UNLESS OTHERWISE SPECIFIED BY LOCAL o G4��O�� MAT (TRM) CONNECTORS INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH 0 r— OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE CONSTRUCTION MAT END OR 6" MINUS ROCK 9„ (MIN.) WAS H RAC K a RESTRICT CONST. VEHICLE OVERLAP INTERLOCK WITH c� ACCESS TO SIDES OF MAT STRAP CONNECTORS z x ° T `' 20' OR AS REQUIRED NON-WOVEN GEOTEXTILE TO ACCOMMODATE FABRIC ANTICIPATED COMPACTED SUBGRADE TRAFFIC WIDTH SECTION A CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) VTC-3. VEHICLE TRACKING CONTROL Wf CONSTRUCTION VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL MAT OR TURF REINFORCEMENT MAT (TRM) TST, INC. CONSULTING ENGINEERS 748 Whalers Way 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 Suite 200 Fort Collins 0525 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Colorado 26.0 g g g Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE NTS DATE OVEMBER 6, 2024 SHEET 65 of 76 SM-4 Vehicle Tracking Control (VTC) SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) SILT I P 4 INLET GRATE I P FENCE I P Z STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES __ ' 1. SEE PLAN VIEW FOR r `� p> a z -LOCATION OF CONSTRUCTION ENTRANCES)/EXIT(S). A AREA U -TYPE OF CONSTRUCTION ENTRANCES)/EXITS(S) (WITH/WITHOUT WHEEL WASH, SEE ROCK SOCK DESIGN SEE ROCK SOCK DETAIL INLET O_ DETAIL FOR JOINTING ROCK _ o CONSTRUCTION MAT OR TRM), ROCK FOR JOINTING SILT Ln LLI 1fi" CINDER SOCKS SHEET > SOCKS 16" CINDER " $ FLOW FENCE W 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE BLOCKS BLOCKS a ECB USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) w = is ROCK SOCK A 2:1 MAX WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3 FLOW 0 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS ' 2"x4" WOOD STUD - -�- 1 1' MIN WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS, 1' MIN. ; , , ; >3 AREA 2' MAX y CURB INLET INLET 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND L 2"x4" WOOD - SECTION A - 7FLOW RATED ECB 4 DISTURBING ACTIVITIES. STUD ROCK FILTER 5. A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED IP-1 . BLOCK AND ROCK SOCK SUMP OR ON GRADE OR ROCK SOCK (USE IF FLOW CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. INLET PROTECTION IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION IS CONCENTRATED) Q 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT IP-5. OVEREXCAVATION INLET PROTECTION SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES OVEREXCAVATION INLET PROTECTION INSTALLATION NOTES STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES > 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT M 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 2. CONCRETE "CINDER" BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A SMALL CONTRIBUTING DRAINAGE AREA. 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 POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. DRAWN 2. WHEN USING FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH EROSION, AND PERFORM NECESSARY MAINTENANCE. 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ORIENTED TOWARDS DIRECTION OF FLOW. BRB 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL. EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE INLET GRATE 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA. CHECKED MINIMUM OF DOCUMENTED THOROUGHLY. CURB SF DAP TWO SOCKS APPROX 30 DEG. BLOCK AND ROCK SOCK INLET ° INLET GRATE 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON e PROTECTION(SEE DETAIL IP-1) t DESIGNED DISCOVERY OF THE FAILURE. 9- 9- II SILT FENCE (SEE SILT BRB �SFJ FENCE DESIGN DETAIL ) 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED _ _ ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. CURB SOCK FILENAME 0009_Details_Infra 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND FLOW AT THE END OF THE DAY BY SHOVELING OR SWEEPING, SEDIMENT MAY NOT BE WASHED " DOWN STORM SEWER DRAINS. ' 5' MIN 3'-5' TYP, IP-4. SILT FENCE FOR SUMP INLET PROTECTION STRAW BALE (SEE STRAW ° NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. BALE DESIGN DETAIL) P00 L/� CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN •••••• DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM CITY OF BROOMFIELO. COLORADO. NOT AVAILABLE IN AUTOCAD) IP-2. CURB ROCK SOCKS UPSTREAM OF SILT FENCE INLET PROTECTION INSTALLATION NOTES INLET PROTECTION 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. IP-6. STRAW BALE FOR SUMP INLET PROTECTION CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES Q` � 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. AT A MAXIMUM SPACING OF 3 FEET. `�(� •�� STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES •.•••••• 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 \ G IN THE OPPOSITE DIRECTION OF FLOW. INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 1. SEE STRAW BALE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. S�ONAI- 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES TIGHTLY ABUTTING ONE ANOTHER. 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 [P-5 IP-6 Urban Drainage and Flood Control District August 2013 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 Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) Concrete Washout Area (CWA) MM-1 MM-1 Concrete Washout Area (CWA) W CONCRETE WASHOUT c A { SIGN P GENERAL INLET PROTECTION INSTALLATION NOTES �"A CWA MAINTENANCE NOTES O C I P _ :. 1. SEE PLAN VIEW FOR: ' 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. l -LOCATION OF INLET PROTECTION. 4' MIN. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS U -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.6) ''�^`` POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE L EROSION, AND PERFORM NECESSARY MAINTENANCE. FLOW 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING 3:1 VEHICLE TRACKING Q B 0 (12" MIN.) IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, 31 8 x 8 MIN. CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN `y INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. VTC DETAIL) OR EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE CULVERT OTHER STABLE DOCUMENTED THOROUGHLY. Q END SECTION 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SURFACE CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON CO Z BACKFILL UPSTREAM ROCK DIFFERENCES ARE NOTED, DISCOVERY OF THE FAILURE. ROCK SOCK OF WATTLE SOCK 3:1 a O INLET PROTECTION MAINTENANCE NOTES 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN =�2 < CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE q 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. I 25 MIN. I REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. CO MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS LL 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE CONCRETE WASHOUT AREA PLAN IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT a z CULVERT INLET PROTECTION SECTION A EROSION, AND PERFORM NECESSARY MAINTENANCE. PLAN 10" MIN. 12 TYP• COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN >4 THE PERIMETER EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 1 - 2% SLOPE 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. DOCUMENTED THOROUGHLY. - - - - - - - - Q 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON ' 1� 13' MIN. �1 a _, MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. UNDISTURBED OR KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP DISCOVERY OF THE FAILURE. � >3 >3 �/'� KEY IN ROCK SOCK 2" ON EARTH COMPACTED SOIL VEHICLE TRACKING (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). � � �/♦ 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS 8 X 8 MIN. CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SECTION B NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES DETAIL ) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN O CIP- 1 . CULVERT INLET PROTECTION STRAW BALES.ACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y, OF THE HEIGHT FOR SECTION A DIFFERENCES ARE NOTED. O CULVERT INLET PROTECTION INSTALLATION NOTES 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS CWA-1 . CONCRETE WASHOUT AREA 1. SEE PLAN VIEW FOR PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF -LOCATION OF CULVERT INLET PROTECTION. INLET PROTECTION IN STREETS. CWA INSTALLATION NOTES0. 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 1. SEE PLAN VIEW FOR: DETAIL. COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER -CWA INSTALLATION LOCATION. APPROVED BY THE LOCAL JURISDICTION. CULVERT INLET PROTECTION MAINTENANCE NOTES 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, 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 THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DIFFERENCES ARE NOTED. SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A EROSION, AND PERFORM NECESSARY MAINTENANCE. LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE, EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY DOCUMENTED THOROUGHLY. PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST LEAST 3' DEEP. DISCOVERY OF THE FAILURE. BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS YZ THE HEIGHT OF THE ROCK SOCK. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION 15 ACCEPTABLE. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. (DETAILS ADAPTED FROM AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. 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. August 2013 Urban Drainage and Flood Control District IP-7 IP-8 Urban Drainage and Flood Control District August 2013 November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 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 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 OVEMBER 6, 2024 SHEET 66 of 76 V-6" 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 W W W W W W W W W W W W W W W W W W W W W W r-'� A 2 EACH 8'BLADES 1-1/2"TO W W W W W W W W W W W W W W W W W W W WMOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITHZ W W W W W W W W W W W W W W W W W W W W ♦ _ - NYLON WASHERS p N W W W W W W W W W W W W W W W W W W W W W l ° d �° d,. ' •i. d' W W W W W W W W W W W W W W W W W W W W ♦ 0 LJ O Z • °.d I d'.,°. U W W W W W W W W W W W W W W W W W W W W ♦ O U _ Driveway pp 3" CO ! ° ' d 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 SVJ am G aue cn W ° � d ' W W W W W W W W W W W W W W W W W W W W ♦ 2400 \\ ♦ / A. /WV W W W W W W W W •'• W W W W W W W W W W W ♦ I1 W W W W W W W W /W� Y W W W W W W W W W W W OUT FALL CURB & GUTTER W W W W W W W WAW W W W W W W W W W W W ♦ , 1111/ W W W W W W W W W W W W W W W W W W W W (FORT COLLINS ONLY) 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 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 6" 6" 4" W W W W W W W W W W TOP OF THE SIGN). THE BOTTOM OF THE SIGN 0 Y W 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 W W W W W W W W W W W W/"'`W W W W W W W 8 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 w W W W W W W W W W W (NYLON WASHER AGAINST SIGN FACE)AND 2'-3' O 1/2"R. 1"R. W W W W W W W W SECURED WITH 1 EACH 5/16'HEX NUT ON THE FROM Ft Q p r W W W W W W W W BACK SIDE OF POST. < Attached Sidewalk Q Lu d a �• W W W W W W W 6" W W W W W W W ° d <' 2'x 2'x 1 O'OR 12' O m d . ° a 12 GAUGE TELESPAR POST z 1 T.C. DRAWN 1"± 1/4" : . d ' d d :' , a 1"+ 1/4" 2'-0" 6'-0" F.L. d Lip BRB 3" d 3 1/2" 3° Min. CRITERIA FOR SINGLE POST o CHECKED ASPHALT OR Max,Sign Panel Anchor/Stub* Post Size* o DAP �k 6" w/concrete pavement CONCRETE PAVEMENT o 8"w/asphalt 36'x 36' 2.25'x 2.25'x 3'-0' 2'x 2'x 12'-0' $ T-T ABOVE GRADE DESIGNED BRB 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' FILENAME 6" 6" 6" Joint Material 1/2" Expansion ANCHOR/STUB S Joint Material 0 Street Curb 0009_Details_Infra 0 2 1/4'Anchor d Detached . + Attached (22F12A31) ^ 0 L/ -t .° Q ..' .. Drivewa '�• See Figure 16-1 ro•••.•C '. e (p W CO 6 �d: sidewalk' ; �'.. �• •.�; . y. r.: •: 'Sidewalk•. d•. AAl1 '° ° _ .�d•. Off/ •' P♦1`� PV w G.•�� Qe�Q�G�\Q� 'Q 00 d° a d::'. NOTES: • \�G Q�G�� 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 breaking loose from the post when hit by a vehicle. (( ad o d 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. �Q� S ••.•••'��C� •'d °.d o ROADWAY T ° •• 'd da :d 3. Signs larger than 36 inches in length or width require wind bracing and special post design. /ONA� PAVEMENT All Sidewalk Thickness Shall Be 6"minimum. 4. Anchor Stub and post are square steel tube° .. ° . p (perforated). d a AA 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 b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. r- MEDIAN (ISLAND CURBS) STANDARD SIDEWALK SIGN POST LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 4 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION 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 1401 W Z cc co Radius varies A ( ) O A ( ) 2'Transition TYP. 0 Retaining Curb (Optional) .. -- -. Transition to retain ground behind o° back of walk o0000o W' W the walk, if needed \ m Y W W ° 000000°0°0 2'(min) < > (typ.) See Note 6 o 0000000000 ti See Note 5 o 0000000000 w w Q < Curb y Q Flare+ r I CO Z Wood float Q Standard Curb W W W W W W W W W v M finish thru and Gutter, W W W W W W W W W W W W a O ovoaovoo ¢� 2-6 v. .v .v .Y W W W W W ♦v ramp ovoe�vovoe See Standard < 6" Dwg 701 (TYP) �Flare �, W ,� W W Detectable Warning CO I.L 1 1/2"R. I Y v v v v W W v v 000 4 1/2" 0"Curb Height, <, �, <, �, <, �, � _ W ,� � U LL e Detectable Warning, Z 5l°aT� Q' See Note 4 See Section YP t< Walk Broom finish h N 2 R. ) 0°0° A d �I 0000 Pedestrian Q Q Curb---7/ Gutter edge may be a °d _ 0000 Landing Area, * tapered or battered. cv 4 (min) o,o, g SIDEWALK Gutter �e5 Curb to match slope � / .•: ', .' •°' � '<,d. :�: ad ' ', (TYP,) I o000 Detectable See Note 2 fat of sidewalk, Ramp length (Typical for all Curb& co See Note 6 not to exceed 15'-0" &Gutter Types) d• •' . . °,d d :' < a d 0000 Warning 0"Curb See Note 5 0 0 O c Retaining Curb (Optional) VERTICAL W W W Q O CORNER LOCATION W W W W W W Q = V W W W W W Y Y w 0. Wood float finish thru ramp A Transition back of walk (typ.) i W W W W w W CO 2' per ft. 1"per ft. y 1:12 1:12'Slope I W W W W W W W W W r 7 pe�ax 1:20(max) Walk Broom finish Slope °o°o °o°o Broom finish ,Curb ) °,°, °,°, (max.) °°°° °,°°° (max.) r[, W � � � w •v �...r:.; 1/2" per ft. rL Curb Gutter 30" . . Lip of Gutter ' '` •••��•• �:� ; ,q Detectable Warning, 2 T, See Note 8 PLAN VIEW �6�, z Varies * 5' _Varies* See Note 4 0 4.5" 21.75" 3.75" N.T.S. g SECTION A-A MID-BLOCK LOCATION : .63" 2 11 NOTES: N.T.S. Y R b.5 Q On a radius hold 6" at the ° , m Retaining � d• .' •d .< . 1. No joints are allowed in the flowline. Six inch wide curb or"dummy joint" may be tooled no closer than 6 inches corners of the truncated e .13" 4 Curb o .. . d:< � d •d � from flow line as shown. Y 2'-0" min dome warning. 9 d. 4 (Optional) ( ) ° . : a ' ' 7" m Detectable Warning 6" ° ° ° d 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 ° 1/4" °' CV X i . 1:50 see per t. 2 0 `� 3. Joint pattern to be according to intersection gutter detail'or as determined by the local entity. r d LL -- ROLL-OVER 4. Wood float finish is required over the sloped surface of ramp and flares. ..;d d d .. d,. de C ° 1a E (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 TST, INC. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). CONSULTING ENGINEERS 7. T = Concrete thickness, 6"minimum for entire ramp area. 748 Whalers Wa 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. Y 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. Suite 200 Fort Collins 5. 0" Curb height, See Section A-A. Colorado 80525 6. Standard Curb and Gutter Section , See Standard Drawing 701. NOT TO SCALE NOT TO SCALE Phone: 970.226.0557 JOB NO. 1230.0009.00 ACCESS RAMP DETAILS CURB AND GUTTER DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK SCALE NTS LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 1 DRAWING LARIMER COUNTY REVISION NO: 2 DRAWING DATE URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION URBAN AREA CONSTRUCTION NOVEMBER 6, 2024 STREET STANDARDS DRAWINGS DATE: 02/17/15 1603 STREET STANDARDS DRAWINGS DATE: 03/01/02 701 STREET STANDARDS DRAWINGS DATE: 08/01/21 1606 SHEET 67 of 76 1'-0" PLAN WATER LINE EASEMENT �I RIGHT OF WAY PRECAST CONCRETE T(MIN.) HYDRANT:AWWA C502 W/1" O M.H. SECTION SQUARE OPEN RIGHT OPERATING NUT PAVEMENT IF REQUIRED LU J � } 3"MIN \ �A` O TRACER WIRE TERMINAL BOX o } / 2' GALVANIZED STEEL a OFFSET TO SIDE Z E2 PIPE AIR VENT LINE SEE PLAN VIEW VALVE BOX - w POLYETHYLENE 3"MIN \/ \/ - _ 1 ROAD SURFACEPOLY j BONDEBRELENEAKER ' / /.2"-2.4" BOND BREAKER /\ • � � \ � � 4'-0" - - �\ \ice/<��> � UNDISTURBED SOIL UNDISTURBED SOIL /\//\/ TYPICAL BEND TEE TRENCH ZONE \/ \//\ (BACKFILL) x\\ / 4'-0"x1'-0"x0'-6" C�L; CONCRETE , COMPACTED GRANULAR w POLYETHYLENE j\\\ \ \\ \\\ FOOTINGS MATERIAL Q \/ BOND BREAKER COMPACTED POLYETHYLENE \\/ // / NOTE. 54"MIN. VALVE LOCATION BORROW DITCH BOND BREAKER \/ \\/ \�/ \ \ „ \ \\ GROUT ALL PIPE - G FILL 66"MAX. 12 (TYP) \ \\ PENETRATIONS TRACER WIRE \/ // / \ \ 4.5'fMIN.COVER SWIVEL TEE DID i (4x8x I NSULATED BLU BOARD) THRUST DRAWN BRB \; BEDDING \, \/1' MIN. °�� SECTION A-A BLOCK BEARINGS URFACE • \/ MATERIAL /\ \ O O ,O� D O O \ IT1 )BEARING CHECKED SURFACE \ \/ \/ FROST-PROOF M.H. COVER SCREEN HYDRANT DRAIN OPE INGS (NOTE3 ( ) 2"GALVANIZED AIR DAP UNDISTURBED SOIL \ \\ l _ O \\ \\ NOTE 2 1 1 MUST REMAIN CLEAR 4 4 OF OBSTRUCTIONS a DESIGNED UNDISTURBED SOIL 0°_, O° VENT LINE(NOTE 1) X- MESH o o BRB PLUG TYPICAL CROSS-SECTION \ PRE-CAST CONCRETE THRUST 6"C900 DR18 PVC PIPE a a BEDDING ZONE/ / O O /UNDISTURBED SOIL GRADE RINGS GROUT FILENAME ° ° BLOCK o 0 BEARING AREAS FOR VARIOUS FITTINGS (FT O O O D % /� M.H. STEPS (NOTE 3> RESTRAIN ALL JOINTS a 0009_Details_Infra i RESILIENT SEAT GATE VALVE SIZE TEE&PLUG 90°BEND 45°BEND 22 BEND 11 a BEND /// // r\ \(� ° ° ° ° / COMPACTED 3'-6" MIN. BOND BREAK 6" a.o 5.5 3.0 1.5 1.0 / / q O.D. OR 4"MIN. GRANULAR MATERIAL ^ ••....• \\ \\ O O D \ , AIR RELEASE& NOTE 4--- � �P00 L/C \ \ \ \ VACUUM VALVE FLEXIBLE O•• PN P� 8" 6.5 9.0 5.0 2.5 1.5 , COUPLING ( � PLAN VIEW �J O A // j BRASS NIPPLE LCONCRETE BLOCK TRACER WIRE TERMINAL BOX INSTALLATION 12" 14.0 20.0 11.0 5.5 3.0 \ i \ \ • Q 16" 25.0 35.0 19.0 10.0 5.0 /\/ \/\/\/\/\/\/�\/�\/� SADDLE OR BOSS NOTE 3 6 HYDRANT GRAVEL of o O�S� P 20" 38.0 54.5 29.5 15.0 7.5 PIPE SUBGRADE; STABILIZATION ( / / / / / / FITTING (BRASS) /G.V. Q�' • \ \ \ \ \ \ MATERIAL IF REQUIRED / NOTES o \v ✓y jo 24" 55.5 78.5 42.5 22.0 11.0 t : GROUT SCREEN a"x4" MESH 1. NO LANDSCAPING(TREES,SHRUBS, �� ••••••'•�G� 30° 86.5 122.0 66.0 34.0 17.0 �j\� NOTES: BOULDERS,ETC.), RETAINING WALLS OR S�ONA�_ 36" 124.0 175.5 95.0 48.5 24.5 \ \\ �\ �\ �\ �\ �\ \ CONCRETE FOOTINGS 1. VENT TO BE SURFACED AT FENCE LINE, FIRE HYDRANT W/2-#4 BARS 42" 168.0 237.5 128.5 65.5 33.0 r HYDRANFENCES T. WITHIN 10'OF FIRE � _� �^ `� IRRIGATION DITCH OR AS ELSEWHERE : O �� SPECIFIED BY DISTRICT. 2,O„ .J /�( 2. IF COVER SITUATED WITHIN GRAVEL 2. FIRE HYDRANT PIPING,VALES, ETC.SHALL NOTES: COMPACTED J J Qn L ROADWAY LEAVE COVER 4"BELOW BE DOUBLE WRAPPED IN POLYETHYLENE. _ l SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT 1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL �' O(�0�� U nJ� 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. Date File No. Date File No. Date File No. Date File No. y��t11MERV, Designed NIA N/A es020-typic171 thrust ��5►�MEN C�Gy Designed NIA N/A esd006 bedding class y�`pQ►�MERCe�y Designed NIA N/A esd001 0iiuoc ��5►�MERC�Gy Designed NIA N/A esd017 hie hydion t EAST LARIMER COUNTY WATER DISTRICT E✓V 8120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 0812o Drawing Na. EAST LARIMER COUNTY WATER DISTRICT RKB 08�91 Drawing Na. EAST LARIMER COUNTY WATER DISTRICT E✓V 8121 Drawing Na. Drawn Drawn Drawn Drawn E✓V 8/20 020 , ~� E✓V 10/21 006 , ~� E✓V 8/21 001 , ~� 1 8/21 017 TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF /VACUUM VALVE WITH VAULT Revised TYPICAL FIRE HYDRANT INSTALLATION Revised NOT TO SCALE � �� NOT TO SCALE � �� NOT TO SCALE � �� NOT TO SCALE 9�ROIS�� Approved RS 8/20 Sheet 01 of 01 �ROIS� Approved RS 8/21 Sheet 01 of O1 �ROIS� Approved RS 8/21 Sheet 01 of 01 �ROIS� Approved RS 8/21 Sheet 01 of 02 SURFACE LIJ Z cr co J WATER MAIN CONSTRUCTION: CROSSING UTILITY INSTALL MEGALUG O / IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER EXISTING WATER LINE FLOW FILL EXTEND TEACH RETAINER GLANDS(TYP.) a CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER Ox TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' 45° BENDS(TYP.) WAY FROM CENTER ♦A U \ LESS THAN MIN. MINIMUM COVER IS AGAIN OBTAINED OF WATER LINE BELOW V_� D Uj (4.5' NORMAL MIN. COVER) TRENCH WIDTH TABLE REALIGNED WATER LINE 1" MIN. BLUE-BOARD WATER MAIN _ Q / PVC OR DUCTILE IRON PIPE H (NOTE 4) cl) Z MAXIMUM a O SEE TRENCH WIDTH TABLE PIPE DIAMETER TRENCH WIDTH 4 r Nr 0 GRAVITY (INCHES) (INCHES) ANCHOR(TYP.) 4 co 12" MIN. 4 28 (NOTE 5) LL 4' 4'� � THRUST BLOCK PIPE 6 30 1.5' MIN. 1" MIN. BLUE-BOARD L� g' 8' _ 0 - (TYP.)(NOTE 5) D (FULL TRENCH WIDTH) STEEL CASING(NOTE 4) > cr j 10 34 GENERAL NOTES: z 1/x FOR SIZING. LU c ) 12 36 2. ALE TR NGS&USTLOCK JJOINTD O JOINTS DETAIL LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS. O co Z \/\\/ �\\� 14 38 STORM SEWER CULVERT CONSTRUCTION: I3. ALL D.I.P PIPE& FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT. O \� �\ 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 j�/ 16 40 UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF /X/ GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF = U /\ �/� 18 42 CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC \\/ //� \ \\//�//�/ //\ 24 46 WAY FROM CROSSING. 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 Date File No, Date File No. Date File No. y�`ap1MERg�Gy 05/03 Dr 10/91 D EAST LARIMER COUNTY WATER DISTRICT Designed NIA N/A esd023_trench_deloi/ MEN Designed EAST LARIMER COUNTY WATER DISTRICT Designed RN A N/A esd008 crossing_cu/Vert �� e�y` EAST LARIMER COUNTY WATER DISTRICT Designed NIA N/A esd019 main lowering `$ KB Drawing o. `s KB Drawing o. "= /20 Drawing No. Drawn Ri N Drawn i N Drawn E✓V 8 E✓V 8/20 005 ELCO E✓V 8/21 008 ' ~O E✓V 8/21 019 TRENCH DETAIL Revised NOT TO SCALE INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING Revised NOT TO SCALE �� WATER MAIN LOWERING DETAIL Revised NOT TO SCALE �R015� Approved RS 8/20 Sheet 01 of Ol �R01 Approved RS 8/21 Sheet 01 of 02 �ROIb� Approved RS 8/21 Sheet 01 of 01 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 OVEMBER 6, 2024 SHEET 68of76 BUTTERFLY VALVE DETAIL o, SECTION A-A COMPACTED MANHOLE SIZE TABLE STREAMBED MATERIAL z o_ VALVE BOX WATER LINE PIPE SIZE MH DIA. BENCH, ~ BUTTERFLY VALVE ° '° °" (AWWA C504) (IN.) (MIN.)(IN.) SLOPE=2"/FT. - ° [n o_ ' ° Z Q' 15 OR LESS 48 (TYP) O_ Ld ® LLI 18 TO 30 60 PLAN N 0 OVER 30 72 MH FRAME AND COVER HS20 2' RING&COVER-SET Q ° ° MECHANICALJOINT LOADING RATED OR EQUAL PARALLEL TO FINISHED — (RESTRAINED) SURFACE NI-T WATER LINE v Z NOTE: GROUT �- o ° F / ALL VALVES OPEN LEFT PRE-CAST GRADE RINGS PRE-CAST ECCENTRIC CONE A (A) 911 1 w VALVE OPERATOR 9' Q SECTION VIEW N INSIDE LIP TO BE HIGHER 5"MIN THAN OUTSIDE LIP GATE VALVE DETAIL m TOP OF VALVE BOX SHALL Z PRE-CAST REINFORCED "WATER"CAST IN TOP OF , , z m PRE-FORMED PLASTIC GASKETS BE SET "- 'BELOW cn CONCRETE MANHOLE BARREL DRAWN VALVE BOX COVER s � O I-2 AND EXTERIOR JOINT- PER ASTM-C478 WITH STEPS 4000 PSI BRB SURROUNDING ASPHALT z - i�l z TOP OF BENCH CO _-w CONCRETE #5 BARS ON CHECKED , � � A PIPE PENETRATION VALVE BOX SHALL BE SCREWED DOWN 6" 2 2'MIN. 3" 12"CENTERS OR AS DIRETED PER ELCO INSPECTOR 0 1 GASKET PLACED IN CORE DAP &BURIED BELOW GRADE IF INSTALLED JZ TO ACCEPT PIPE NOTES: \/ IN A NON-PAVED ROADWAY DESIGNED NOTES: z ., _ / m 1. SEE PLAN&PROFILE FOR CASING LENGTH BRB 1. VALVE BOXES SHALL BE J &DEPTH. CENTERED AND PLUMB OVER " �°° Q FILENAME OPERATING NUT. w 2. BACKFILL AROUND VALVE 3-PIECEVALVEBOX 6„ 2. SEE DRAWING FOR DIA.AND SLOPE. 0009_Details_Infra BOXES SHALL BE HAND PLACED � � o °- . ° 8"aMLN. .p PRE-CAST MANHOLE BASE w < AND COMPAC TED FOR A j�\j/��j Q AND FIRST BARREL SECTION MINIMUM 4'RADIUS AROUND MIN. 12"COMPACTED 3/4" + L/ VALVE BOX //\// 2"OPERATING NUT CAST MONOLITHICASTM-C478 w OPEN LEFT o SCREENED ROCK SANITARY SEWER LINE Q C, %\\�j a VARIES a #3 STIRRUPS ON �,��;PO N••� �, 18"CENTERS SECTION VIEW / PIPE SIZE W A B COMPACTED SOIL GENERAL NOTES: G \S - i - 8" 4" 4„ 4„ SECTION TRACER WIRE TAPED � 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. a " 10" 4" 4" 4" TO TOP W PIPE _ A a 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM - 1 12" 4" 4" 4" w\ ` ' \ ENTRANCE THROUGH EXIT. \O ......•.\G WATER LINE 3. JOINT SEALANT SHALL BE TWO(2)ROWS OF PRE-FORMED PLASTIC ROPES ON INNER _ \ S/ONN_�\ AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. ° q• HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE SECTION A WITH NO STANDING WATER(SEE SECTION A). 1 MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWAC500) 0 5. FOR DEEP MANHOLES SEE SPECIFICATIONS, Date File No. PREPARED BY: RRL peU5917,q PREPARED BY: RRLDesigned RKB oB/sl esd016_tm/ve_detoi/ APPROVED BY: BZ STANDARD MANHOLEm % APPROVED BY: BZ CONCRETE ENCASEMENT E✓V OB/20 Drawing No. ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 DETAIL � fp EAST LARIMER COUNTY WATER DISTRICT Drawn E✓v B/21 016 = Reused PHONE:(970)498-0604 PHONE:(970)498-0604 VALVE DETAIL NOT TO SCALE REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG Approved RS B/21 Sheet 01 of 01 ° \ o ° o 45°ELBOW AN \ 00 0000 NVIdiS343d 3>118 03SIVH Uj ASPHALT OR 043SIVH ,29.6 ,00'0 1,HARD SURFACE j 0 i�100.9 ,00'9� CO 0 FINISH GRADE / \ O Lo a X a � o. N ° a a V AIRTIGHT PLUG WITH np o o o M / 41N.X 41N.MARKER VALVE BOX WITH LID I z MARKED"SEWER" g SERVICE WYE UNYIELDING PIPE BEDDING OF ° / COMPACTED ROCK OR LEAN Q j / CONCRETE ,60'8 ,00'0l0 o M Z WATER TIGHT 1.1.1 SCREW CAP 4"PVC SDR 35 PIPE& / V32iV a3 8 ,00'8l o a O w FITTINGS TYP FROM % / COMPACTED GRANULAR °° o0 _ � BOTTOM OF ) MATERIAL 'Z� L °< 8 00'0l° j BEDDING ZONE TO TOP OF ELBOW 8 IN. PVC SEWER PIPE U PLAN VIEW a o a o 4"WYE 4"x45°ELBOW % ° �� co COMPACTED GRANULAR MATERIAL j 4 IN.x 4 IN. MARKER ,00'9 ,00'9 10 0 10 20 Oco z a NV18iS303d 3>118 43SIV�1 TRENCH 03SIV�l ,8S'6 ,00'Ol a O scale HORIZ: 1 =10 feet o 00 00 00o VERT. 1 =1 = U TO COLLECTOR FROM HOUSE SERVICE CLEAN-OUT i LINE OR BUILDING / PVC SEWER PIPE REQUIREMENTS: ACLEAN- 0. 45°BEND ONLY OUT SHALL BE INSTALLED AS ° NEAR AS PRACTICAL TO CONTINUATION OF 9 CONNECTION WITH a ° SECTION VIEW SEWER LINE RA FOOT BUILDING. w / 5009 5009 3 w S j \ AIRTIGHT PLUG H SERVICE CLEAN-OUT REQUIREMENTS i 1. SEWER SERVICE CLEAN-OUTS SHALL BE INSTALLED AS NEAR AS / � � UNYIELDING PIPE BEDDING OF PRACTICAL TO CONNECTION WITH THE BUILDING, AND AT A MAXIMUM = COMPACTED ROCK OR LEAN SPACING OF 100'. NO SINGLE BEND GREATER THAN 45°SHALL BE j j CONCRETE 5008 5008 ALLOWED. = STA = 10+17.98 U U 82 = 2. CLEAN-OUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CROSS SECTION ELEV = 5006. STA +27.61 ELEV =10+27.618 CODE. - o STA = 10+08.91 NOTE: WYE CONNECTION NOT ELEV = 5006.68 —4.86% ALLOWED ON VCP. 5007 1 70% 5007 o 3.78% 2.50% g PREPARED BY: RRL �oEe se,�� g PREPARED BY: RRL �oEp se�� 1.54% �� t9� o 1.57% APPROVED BY: BZ APPROVED BY: BZ SERVICE CLEAN-OUT m SERVICE WYE DETAIL m 3.5" RAISED ORIGINATION DATE: 10/24/2014 DETAIL ORIGINATION DATE: 10/24/2014 777= CROSSING STA = 10+35.42 w PHONE:(970)498-0604 PHONE:(970)498-0604 r ELEV = 5006.73 REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG 5006 3.5' RAISED 5006 STA = 10+00.00 CROSSING TST, INC. ELEV = 5006.36 rn � CONSULTING ENGINEERS L0 'j c°o 748 Whalers Way co M o Suite 200 Fort Collins 0 0 o io Colorado 80525 STA = 10+01.80 + ,n II Phone: 970.226.0557 5005 ELEV = 5006.39 0 5005II w Jab No. 1230.0009.00 Q Vn) w SCALE N TS 5004 5004 DATE OVEMBER 6, 2024 9+80 10+00 10+20 10+40 SHEET 69 of 76 LEGEND 111 S Meldrurn Street,Suite 110 Fort Collins, CO 80521 • DECIDUOUS TREE p. (970)223-7577 www.bhadesign.com Landscape Architecture Urban Design o ORNAMENTAL TREE Master Planning EVERGREEN TREE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOW WATER IRRIGATED SOD SEE INFRASTRUCTURE LANDSCAPE PLAN . . . . . . . . . . . . . . . . FOR DETAILED INFORMATION J NATIVE SEED -TYPE 1 .......... 0 C5 LANDSCAPE BOULDERS N". NHBZ BOUNDARY � Revision: Date: NOTES: lie 1. DESIGN BASED ON THE 2021 STREETSCAPE • STANDARDS WITH THE FOLLOWING NOTES. - IoA- ---- -- NNW (5) (3) MAL SPR DAL PUR PROJECT UTILIZES SALT TOLERANT PLANTS 4 (8)DAL PUR / MEDIAN DESIGN UTILIZES NATIVE SEED AREAS (8)AQU CAE AND WOOD MULCH TO ALLOW THE ABILITY FOR (7)AQU CAE ti PUR (14)SOL MIS (5)DAL PLANTS TO SPREAD NATURALLY AND FOR THE 0 (8)SOL MIS (13) DAL PU SOIL TO BE AMENDED AS NEEDED. R (9) DAL FUR ——------ LU (6)CHR VIS (12)PAN H EAyi =D------- (9) ---- DAL PUR (2)RHU AUT (8)AQU CAE �/,'( I —��\s�� • (10)SOL MIS O UAL FLIK (9)RHU AUT (6) UN CAL (10)PAN HEA (5)AQU CAE ........ . (14)DAL PUR (5)AND GER LL_ VAN 0 0 (15)DAL FUR (8)SOL MIS (11)SOL MIS (2)SYR RET 0 ♦ L(6)AQU CAE LJJ (7)ACE GRA (10) DAL FUR U) U) (4)AND GER �00 (16) PAN HEA 0 0 (12) PRU YDS G) (8) PAN HEA U) SEE INFRASTRUCTURE LANDSCAPE PLANS LU FOR DETAILED INFORMATION - ---------- 0 C/) ZD LU > C/) UJ 0 _z > (7)PAN HEA (11) PAN HEA > C* F < 0 (16) PAN HEA I I I I /N1 C) 49 (6)PAN HEA ;J !(12)SOL MIS (4)AND GER LLJ (5)AQU CAE co 0 (5) DAL PUR (10)RHU AUT (16)SOL MIS � �, �„� c �, (5)AQU CAE (8) DAL FUR (3)MAL SPR (1)RHU AUT U.J UJ UJI LIMITS OF NHBZ (5) PAN HEA �71 Cf) < (7)DAL FUR ry UJ U_ (9) PAN HEA JUN CAL • (3)AND GER (6) aj O (3)AQU CAE �0 (10)SOL MIS _J ry n (7) DAL PUR I 4 (12)DAL FUR (4)PAN HEA < I000e,\ (3)AQU CAE UJI 0 . . (2)RHU AUT U) UJ :5 (10)SOL MIS U) 2E CD \\ . ' 1 (4) PAN HEA < z (2)AQU CAE I . 1 . 1 _400/ C.P6 3) DAL PUR < o (8) DAL PUR (5)A AE 0 I LL • (3)AND GER (11)SOL MIS • _J (10) DAL PUR< 1 (8)PAN HEA UJI > LL, 7 C/) C) 7--4—Arb' U-11 LIMITED SIGHT DISTANCE ZONES,TYP. U) CO U) LU LLJ > LU z 9 z 0 0 < Know what's below. < Call before you d Project Number: 2410 co Date: 11/06/2024 co 11� , LIJ 2 U) A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AKM SCALE : 1 "= 30' SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER Sheet Number: NORTH 0 15' 30' 60' CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE 04 TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31 . 76 TO OF 76 M an 0 NATIVE SEED MIX NOTES GENERAL LANDSCAPE NOTES: s 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF 41 1 . THE TIME OF YEAR SEEDING IS TO OCCUR SHOULD BE OCTOBER THROUGH EARLY MAY. DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. 111 S Meldrum Street,Suite 110 2. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. GENERAL NOTES Fort Collins, CO 80521 1. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE p. (970)223-7577 LOOSENING AND ADDITION OF AMENDMENTS THAT PROMOTE WATER ABSORPTION AND RELEASE, 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE DEVELOPMENT INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED ROOT BALL. www.bhadesign.com THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL WITH AN AUTOMATIC IRRIGATION SYSTEM. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. 2. NYLON WEBBING SHALL NOT TOUCH OR RUB ADJACENT BRANCHES. Landscape Architecture ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP TRICKLE IRRIGATION 3. INSTALL 3 GUY WIRES PER TREE, SPACE EVENLY AROUND TREE. INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS. (TRICKLE) 4. REMOVE STAKING AT AFTER FIRST GROWING SEASON. Urban Design SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE � � Master Planning 3. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. NOTWITHSTANDING THAT IRRIGATION SHALL BE PROVIDED BY A � PROVIDED BY CITY ENVIRONMENTAL PLANNER. NON-POTABLE WATER SYSTEM PURSUANT TO THE PUBLIC BENEFITS AGREEMENT, IRRIGATION PLANS SHALL BE SUBMITTED TO THE CITY OF FORT COLLINS FOR REVIEW PRIOR TO THE CITY'S FIRST ACCEPTANCE OF THE PUBLIC IMPROVEMENTS FOR THE DEVELOPMENT. 4. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT NYLON WEBBING GUY WIRES. ATTACH MIN. OF OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 3. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS 4'ABOVE FINISH GRADE 5. DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION PLASTIC FLAGGING, OR OTHER VISUAL REVIEW PRIOR TO THE CITY S FIRST ACCEPTANCE OF THE PUBLIC IMPROVEMENTS FOR THE DEVELOPMENT, AND CONSTRUCTION MARKER ON EACH WIRE INCH DEPTH. FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. i' PLANT TREE 2"-3" HIGHER THAN 45' MIN. \ SURROUNDING SOIL AND TAPER MOUND BACK APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND 60° MAX. INTO EXISTING GRADE 4. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR APPLICATION RATES. LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. TREES NOT LOCATED WITHIN IRRIGATED TURF 6. PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE SHALL HAVE A 6"HIGH EARTHEN SAUCER BEYONDEDGE OF ROOT BALL. DURING AND AFTER SEEDING ACTIVITIES. 5. SOIL AMENDMENTS: THE FOLLOWING SHALL APPLY TO PLANTING AREAS OTHER THAN STREET TREE PLANTING AREAS. (SEE STREETRevision: Date: TREE NOTES FOR SOIL AMENDMENTS REQUIREMENTS FOR STREET TREE PLANTING AREAS.) SOIL AMENDMENTS SHALL BE PROVIDED AS 7. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER FOLLOWS: AFTER TOPSOIL IS PLACED, TILL UNAMENDED SOIL TO A MINIMUM DEPTH OF SIX INCHES (6") IN AREAS TO BE PLANTED. �\ METAL DRIVE ANCHORS INSTALLED PER APPROPRIATE METHODS. PLASTIC BASED EROSION CONTROL MATERIALS (I.E., PLASTIC WELDED VERIFY SOIL IS FREE OF FOREIGN MATERIALS, CONSTRUCTION DEBRIS, STONES LARGER THAN ONE-INCH (1") IN SIZE AND ANY OTHER ��\� MANUFACTURERS DIRECTIONS EXTRANEOUS MATERIAL. APPLY SOIL AMENDMENT (AGED COMPOST) AT THE RATE OF 3 CY/1,000 SF EVENLY ON SURFACE OF IN-PLACE INSTALL 3'DIA.WOOD MULCH RING AROUND BASE BLANKETS) SHALL NOT BE USED WITHOUT EXPRESS PERMISSION FROM THE ENVIRONMENTAL TOPSOIL AND THOROUGHLY BLEND INTO TOPSOIL AT A DEPTH OF SIX INCHES 6" TO PRODUCE PLANTING SOIL. COMPACT EACH �yi� ( ) � TO A DEPTH OF 4"OR AS INDICATED IN PLANS, PLANNER AS THESE MATERIALS HAVE PROVEN TO CAUSE WILDLIFE ENTRAPMENT ISSUES. BLENDED LIFT OF PLANTING SOIL TO 75 TO 82 PERCENT OF MAXIMUM STANDARD PROCTOR DENSITY PER ASTM D 698 AND TESTED ��j�\i,�y�\y,��y�iyi\y��i,� HOLD MULCH AWAY 2" FROM TREE TRUNK FLARE IN-PLACE. GRADE PLANTING SOIL TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. ROLL AND RAKE, \\ �i INSTALL SPECIFIED BACKFILL 8. WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS GERMINATED THEN iiiiii��i�� REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. PRIOR TO THE ISSUANCE OF 70 BUILDING PERMITS IN THIS \�`��`��`\� REMOVE MIN.2/3 OF WIRE BASKET. PULL OFF ALL WEEN THE SEED FROM IRRIGATION. IF IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED DEVELOPMENT. A WRITTEN CERTIFICATION, INCLUDING THE DOCUMENTATON REQUIRED BY CITY CODE SECTION 12-132(2), MUST BE 2 TIMES ROOTBALL DIA. BURLAP AND CUT ALL STRINGS. AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100% SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH HEREIN. THIS CERTIFICATION SHALL BE SUBMITTED TO THE CITY FOR EVERGREEN TREE PLANTING DETAIL LLJ HEAD-TO-HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN THE REVIEW AND ACCEPTANCE AT LEAST TWO (2) WEEKS PRIOR TO THE DATE OF ISSUANCE OF CERTIFICATES OF OCCUPANCY. SOIL AMENDMENTS SHALL NOT BE REQUIRED IN AREAS WHERE LOW IMPACT DEVELOPMENT STORMWATER QUALITY INFRASTRUCTURE IS SCALE: NTS APPROVED IRRIGATION PLAN SHALL BE FOLLOWED. LOCATED. I- 9. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, U GENERAL TREE PLANTING NOTES ZD GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 6. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A 1. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS,AND BROKEN OR 10. THE APPROVED NATIVE SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES CJ) LANDSCAPE AESTHETIC. DO NOT MOW DURING HOT, DRY PERIODS. DO NOT MOW LOWER THAN 6 TO ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF THAT EXTEND TO THE EDGE OF THE CROWN. Q J OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 2. MARK NORTH SIDE OF THE TREE IN THE NURSERY AND ROTATE TREE TO Of 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. FACE NORTH AT THE SITE WHENEVER POSSIBLE. TREES WHOSE NORTH U_ z ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE z O 11. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE WRAPPED, EXCEPT TREES WITH VERY THIN BARK. 7. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT EACH TREE 0 � COVER IS REACHED WITH LESS THAN TEN PERCENT OF COVER CONSISTING OF NOXIOUS WEEDS, NO PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER 3. THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL W BARE SPOTS LARGER THAN ONE FOOT SQUARE, AND/OR UNTIL DEEMED ESTABLISHED BY CITY SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE \ WITH SOIL, HOLD MULCH AWAY 2" FROM TREE TRUNK FLARE W REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM 4. SET TOP OF ROOT BALL FLUSH WITH GRADE OR 1"-2"HIGHER IN SLOWLY Q C/) PLANNING SERVICES AND EROSION CONTROL. DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND DRAINING SOILS. = Z 12. THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 5. IN SEEDED AREAS, HOLD SEED BACK TO A MINIMUM 36" DIA. CIRCLE. FORM A O / 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. MULCH PLANTING PIT. z U COVERAGE AND GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL 0 06 8. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES OR IS OTHERWISE REMOVED SHALL BE PROMPTLY REPLACED IN ACCORDANCE z AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE AGENCY, THE WITH THE REQUIREMENTS OF THESE PLANS. (3)2"0 x 6' LODGEPOLE WOODEN TREE STAKES. U) W DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL ADJUST TREE STAKE SO THAT TOP IS LEVEL WITH, OR j JUST BELOW, FIRST BRANCHES. TREE STAKES TO BE 0 CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT. 9. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: DRIVEN OUTSIDE of ROOT BALL. m O ZD 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 1"WIDE FABRIC WEBBING WITH GROMMETS& LU 13. A WEED MANAGEMENT PLAN WILL BE DEVELOPED FOR CONSTRUCTION IN ACCORDANCE WITH CITY � OF FORT COLLINS AND LARIMER COUNTY REQUIREMENTS. THE PLAN WILL INCLUDE SITE 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS GALVANIZED WIRE OR CABLE,TWIST WIRE TO TIGHTEN. w 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES BREATHABLE PAPER OF FABRIC TREE WRAP APPLIED < Q ASSESSMENT, TREATMENT PLANS, AND MONITORING TO ACHIEVE A UNIFORM STAND OF SEED 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER COVERAGE WITH LESS THAN TEN PERCENT 10% ABSOLUTE COVER OF NOXIOUS WEEDS WITHIN FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES I- Q ( ) - BARK. USE MASKING TAPE TO SECURE. 2-7F_ THE DEVELOPMENT AREA. 4 FEET BETWEEN TREES AND GAS LINES o INSTALL S DIA. WOOD MULCH RING AROUND BASE TO A q O O M DEPTH OF 4"OR AS INDICATED IN PLANS - v - 10.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). TREES NOT WITHIN IRRIGATED TURF SHALL HAVE A 6" HIGH EARTHEN SAUCER BEYOND EDGE OF ROOT o BALL. Q 11.REGULATORY SIGNS MUST BE LOCATED A MINIMUM OF FIVE O 5 FEET AWAY FROM ADJACENT TREES. i V\\\ BACKFILL MATERIAL LLJ -I REMOVE TWINE, ROPE, WIRE,AND BURLAP FROM z 12.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF \//\! ENTIRE ROOT BALL. FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE \\\\\\ TAMP I TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM \\/\\ PRESSURE SO THAT ROOT BALL DOES NOIT H FOOT SHIFT W GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN \ UNEXCAVATED OR COMPACTED MOUND UNDER w DESIGN. \/\ THE ROOT BALL TO PREVENT SETTLING. ry zl U) w 13.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, 2 TIMES ROOTBALL DIA. U TREE PLANTING DETAIL STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND 2 MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. scALE: NTs Z W a v, w Z 14.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -AS REQUIRED BY SITE CONDITIONS OR INSTALL WOOD MULCH RING TO EXTENTS OF DISH MULCH AWAY FROM PLANT Q PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE AROUND BASE TO A DEPTH OF 4". HOLD STEMS. MULCH SHALL NOT CONTACT Q O EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. MULCH AWAY 2" FROM PLANT FLARE. LEAVES OR STEMS OF PLANT. z U J ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. CONSTRUCT WATERING RING AROUND \ PLANT ROOT BALL SLIGHTLY ABOVE GRADE _ (n LJ.J SHRUB AT EDGE OF PLANTING PIT PROVIDE FERTILIZER PACKETS, 0 0 o TO CONTAIN WATER TO A DEPTH OF 2" AS/IF SPECIFIED 15.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. SPECIFIED BACKFILL MATERIAL, WATER LL J Z Q J MULCH PER PLAN o AND TAMP TO REMOVE AIR POCKETS U a co 16.AS PER THE ECS'S RECOMMENDATION, A GROUND CLEARANCE NESTING SURVEY WILL BE PROVIDED SEVEN DAYS PRIOR TO THE _ INITIATION OF CONSTRUCTION. Q U M W 17.THE DEVELOPER, OR ITS SUCCESSOR(S) IN INTEREST, SHALL BE RESPONSIBLE FOR THE ONGOING IRRIGATION AND MAINTENANCE OF THE LANDSCAPING LOCATED WITHIN THE PUBLIC RIGHT_OF_WAY ALONG THE PORTION OF GIDDINGS ROAD THAT ABUTS THE PROPERTY AS SHOWN ON THE FINAL DEVELOPMENT PLAN DOCUMENTS. THIS OBLIGATION MAY BE ASSIGNED TO A METRO DISTRICT OR UJ HOMEOWNERS ASSOCIATION DULY CONSTITUTED PURSUANT TO COLORADO STATE LAW, HOWEVER, SHOULD SUCH HOMEOWNERS g w ASSOCIATION BE DISSOLVED, THE OBLIGATION SHALL BECOME THAT OF THE DEVELOPER OR ITS SUCCESSOR(S) IN INTEREST. 0 0 0 2X ROOTBALL DIAMETER SCARIFY SIDES AND BOTTOM SHRUB PLANTING DETAIL Know whaft below. 3 Call before you dig. Project Number: 2410 SCALE: NTS Date: 11/06/2024 co W LU � U A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AKM SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER N N Sheet Number: M CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31 . 7 OF 76 � � r I 6 �6 U o � d 0 4 s PLANT SCHEDULE GROUND COVERS 111SMeldrum Street,Suite 110 Fort Collins, CO 80521 p. (970)223-7577 NATIVE SEED - TYPE 1 www.bhadesign.com CODE BOTANICAL / COMMON NAME SIZE CONTAINER HYDROZONE HEIGHT WIDTH SUN QTY SEE LEGEND FOR LOCATIONS Landscape Architecture PAWNEE BUTTES SEED INC. ORNAMENTAL TREES PBSI LOW GROW MIX Urban Design ACE GRA Acer grandidentatum / Bigtooth Maple 1.5" Cal. B&B Medium 30' 30' Full Sun, Part Sun 7 Master Planning MAL SPR Malus x'Spring Snow'/Spring Snow Crabapple 1.5" Cal. B&B Low 25' 25' Full Sun 6 COMMON NAME SYR RET Syringa reticulata/Japanese Tree Lilac 1.5" Cal. B&B Low 25' 20' Full Sun, Part Sun 2 Canada Bluegrass SHRUBS Sandberg Bluegrass CHR VIS Chrysothamnus viscidiflorus/Yellow Rabbitbrush --- Low 3' -- Yes 6 Arizona Fescue PRU YDS Prunus pumila besseyi 'P011 S'/ Pawnee Buttes® Sand Cherry --- 12 Sheep Fescue RHU AUT Rhus trilobata'Autumn Amber'/Autumn Amber Sumac --- 24 Seeding rate: 5 Ibs/1,000 s.f. EVERGREEN SHRUB MEDIANS JUN CAL Juniperus sabina'Monna'/Calgary Carpet(& Juniper --- Medium 15' 13 ORNAMENTAL GRASSES AND GER Andropogon gerardii / Big Bluestem --- Low 6' Medium Yes 20 PAN HEA Panicum virgatum 'Heavy Metal'/ Heavy Metal Switch Grass --- High 4' Medium Yes 125 ARevision: Date: PERENNIALS AQU CAE Aquilegia caerulea/ Rocky Mountain Columbine --- Medium 3 58 DAL PUR Dalea purpurea/ Purple Prairie Clover --- Very Low 3' Yes 153 SOL MIS Solidago missouriensis/ Missouri Goldenrod --- Low 3' Yes 110 NOTE: PLANT SPECIES HAVE BEEN SELECTED WITH Lu MODERATE TO HIGH SALT TOLERANCE BASED ON ANTICIPATED SOIL AND WATER CONDITIONS. U ZD U) Q J i- Z_ z0 � U LU U) < cn = Z O Z � O � to w 0 m O ZD Lu w Q 0 Q . . Z . . Z:NO O O (3) U 0 z J d w d U O Z J w LU d' H U H Q LL LL Z �I 0LU N r ry O LLJ m I '7' v/ 3: / LW U U) Z Q O LL o z U J U) Lu Q 0 0 0 z w Z w Q 0 a U) _I ry U_ w Q a L w V� )^ H z U O 0 z C� w _ m LL1 O w O z c O o F- Know what's below. Project Number: 2410 QQ CaII before you dig. Date: 11/06/2024 co � U A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AKM SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER N N Sheet Number: M CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31 . 72 OF �� 76 U o � d 0 4 s 111 S Meldrum Street,Suite 110 Fort Collins, CO 80521 p. (970)223-7577 www.bhadesign.com Landscape Architecture Urban Design Master Planning Water Need Annual Water Use Hydrozone Area (s.f.) (gal./s.f.) (Gallons) High 0 18 0 Medium 9,440 14 132,160 Z� Revision: Date: Low 0 8 0 Very Low 9,595 3 28,785 Future Development Area 0 0 0 W Q� U ZD QU Z p 0LU U U) Q U) = Z O Z U O C-6 to w 0 m O ZD LL w Q 0 Q � z Z � O O 0 z Q a w w Q U O Z W ULLJ W H Q ry LL Z w CI o N W r ■ �i m Q W U g z Q N O °- LL O LL Z 0 J Q W 0 = W U W 0 w a ry U a Q H z w U O 0 z C� w Q 2 m LL1 O w Z O z c O o � m d 0 Q Q Project Number: 2410 Date: 11/06/2024 co LU LU � U A STREET TREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR Produced by: AKM SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER N N Sheet Number: M CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SECTION 27-31 . 73 OF �� 76 U o � d 0 CONSTRUCTION NOTES INSTALLATION GENERAL NOTES IRRIGATION LEGEND 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE O THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE IRRIGATION SYSTEM OF 80 PSI,AT A DESIGN FLOW OF 25 GPM AT THE 1-INCH 0 SLEEVES:SCH 40 PVC 111 S Meldrum Street,Suite 110 \I I DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY IRRIGATION POINT-OF-CONNECTION (POC). TAP, METER, BACKFLOW Fort Collins, CO 80521 /\ I ° OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW PREVENTER, MASTER VALVE AND FLOW METER SHALL BE SIZED AS INDICATED POINT-OF-CONNECTION ASSEMBLY p. (970)223-7577 PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY IN THE DRAWING LEGEND. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO www.bhadesign.com \ EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. CONSTRUCTION. MAINLINE PIPE: CLASS 200 PVC \_ / •1�' \ . I PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE 1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED Landscape Architecture 2 s \ 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND Urban Design + LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO g ,1 � \ I WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BETAKEN TO INSTALL LATERAL PIPE TO DRIP EMITTERS: UV RADIATION RESISTANT POLYETHYLENE + CONSTRUCTION. 3/4-INCH SIZE UNLESS OTHERWISE INDICATED, ROUTING IS DIAGRAMMATIC Master Planning 1 .. I o I �y,' :' . ` THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR \ MAINTENANCE,AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS,` \ I NEXT TO BUILDINGS OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE 3. COORDINATE UTILITY LOCATES("CALL BEFORE YOU DIG") OF UNDERGROUND -- LATERAL PIPE TO TREE BUBBLERS:CLASS 200 PVC 1 1 UTILITIES PRIOR TO CONSTRUCTION. 1-INCH SIZE UNLESS OTHERWISE INDICATED APPROVED BY OWNER'S REPRESENTATIVE. 3 - 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM ® REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ 100 PRBR • • :a: I I I • :d. \ CONTRACTOR TO PROVIDE 2" SLEEVES TO MEDIANS FOR POTENTIAL FUTURE WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE W/WEATHERTRAK WT2W H2O 1VD + ' I I • r EXPANSION OF IRRIGATION SYSTEM. e 4 . - S 0 S DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE m . .. _ r ENGINEERING IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: NOTES,OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH RAIN BIRD PEB (SIZED PER PLAN) W/WEATHERTRACK WT2W-H20-1 VD OBSTRUCTIONS - - .,.'. . / °. 1 ,_/ 1 ' ' •.° I ° �� ESTIMATED ANNUAL WATER USE REPRESENTATIVE.R DISCREPANCIES TO THE ATTENTION OF THE OWNER'S ® QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5NP r/ I% THE IRRIGATION SYSTEM AS SHOWN ON THIS PLAN HAS AN ESTIMATED ANNUAL 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE,THE FOLLOWING SHOULD - -I- \ „ i \ N ISOLATION GATE VALVE ASSEMBLY: NIBCO T-113K _ WATER USE OF 117,497 GALLONS. TO VERIFY EFFICIENT IRRIGATION SYSTEM BE NOTED: OPERATION,THE OWNER SHALL COMPARE THIS ESTIMATED IRRIGATION WATER \ / - - - - 2 CONTROLLER K \ �::. I J �F FLOW SENSOR ASSEMBLY: HYDROPOINT FLOWHD-PLASTIC USE WITH ACTUAL WATER USE,AS RECORDED ON SITE,AFTER ALL PLANT A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE 120 VAC POWER REQUIRED MATERIAL HAS BEEN ESTABLISHED. PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN � \ Revision: Date: 3 WATER METER AND CURB STOP ASSEMBLY: BY OTHERS \ �I LANDSCAPED AREAS WHENEVER POSSIBLE. A I %%% .I<• .d THE ESTIMATED ANNUAL IRRIGATION WATER USE OF THIS SYSTEM IS BASED ON d; rrr. a I ;'•, :;; aI I ! 30-YEARS AVERAGE EVAPOTRANSPIRATION RATES (ET) FOR THE LOCAL AREA B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE MASTER VALVE ASSEMBLY: RAIN BIRD PESB (1") AND TYPICAL NEW IRRIGATION SYSTEM EQUIPMENT EFFICIENCIES. MAJOR PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID 3 POC a ,' / I Q• d { DEVIATIONS FROM THIS ESTIMATE USE SHOULD BE BROUGHT TO THE ATTENTION CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, <$� FLUSH CAP ASSEMBLY WITH DRIP INDICATOR OF THE OWNER AND CURRENT IRRIGATION MAINTENANCE COMPANY AT THE AND ARCHITECTURAL FEATURES. r- tl SIZE: 1-INCH I rn _ ": / A H ' TIME OF THE DEVIATION PRESSURE:25 GPM 1/4 \ 1 NHEUSER BUSC " FOUNDATION C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE I I � � . :. • ..' 1 _ � ` INDICATES CONTROLLER AND STATION NUMBER d TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION AND WATER USE, N BULLNOSE CONFIGURATION,OR USE OF CROSS TYPE FITTINGS IS NOTAl.•.pp A Al ` ' � � ' IRRIGATION SYSTEM EVALUATION AND AUDIT SHOULD BE PERFORMED. ALLOWED. INDICATES LATERAL DISCHARGE (GPM) 14 \\ 1" QUICK COUPLER Drl , IA • � � _ FOR WINTERIZATION l 1" °I: / 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE Turf �- INDICATES VALVE SIZE(INCHES) \ - Shrub A_" I CRITICAL ANALYSIS COMPLETION OF THE PROJECT: _� INDICATES LANDSCAPE APPLICATION W 1�4 FLOW AVAILABLE A. TWO 2 OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED ��- 91 Flow Available 25 GPM VALVES. 1�Z � _ \ \A IRRIGATION CONTROLLER UNIT '-� / Id PLANTING AREAS WITHIN BOUNDARY(RED WEATHERTRAK ET PR03 U Native PRESSURE AVAILABLE 7. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF _ DASHED LINE)TO BE MAINTAINED BY CITY OF WITH LTE UPGRADE KIT A3 ��' % % '% I FORT COLLINS, SEE CITY UTILITY SET FOR \ p Static Pressure at POC: 55 PSI IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND Pressure Available: 80 PSI ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE -T r- 0_419 �I ET FORMATION ❑ WEATHER SENSOR:IRRITROL RAIN/FREEZE SENSOR RFS1000 INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH TYPE 1 DESIGN ANALYSIS A4 \ PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT C1) I � '. ;, � - \ \ Maximum Station Flow: 24.9 GPM INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION INLINE TREE DRIP RING ASSEMBLY: RAIN BIRD XFS CV 06 12 U Flow Available at POC: 25.0 GPM CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF < J J Tree A 1P. OW I 1 I \ Residual Flow Available. 0.1 GPM THE PIPE PASSING THROUGH. GROUNDING AND SURGE ARRESTOR ASSEMBLY: WEATHERTRAK WT2W-H2O-SA � (I GVV IT ARIES I I Z Pressure Re at Critical Station: 45.0 PSI 8. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN Z O -� A5 \ q o, POP-UP ROTATING SPRAY SPRINKLER:RAIN BIRD 1812-S-P45 ` I Loss for Lateral pipe from RCV to Sprinkler: 3.0 PSI ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE Dri I \ 0 Loss for Remote Control Valve: 3.0 PSI LOCAL ELECTRIC UTILITY CODES. W/RVAN14 SERIES NOZZLE U d•.(' \ PRESSURE:45 PSI RADIUS:8 FEET TO 14 FEET Loss for Main Line: 6.0 PSI W Shrub .s r� 1 „ I 'f _ _ - _ \ I 9. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF FLOW(GPM): Q-0.32 H 0.63 F 1.27 �4 • \ - _ 1 Loss for Master Valve: 3.0 PSI UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE < ~ A6 � ". � � � \ Loss for Backflow: 0 PSI Q Cn 'I• \ I Loss for Meter: UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE �$ POP-UP ROTATING SPRAY SPRINKLER:RAIN BIRD 1812-S-P45 3 PSI = Z \ •d ': Dri CA • A7 \\ \ Loss for Service Line Length: 3. PSI UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE W/RVAN18 SERIES NOZZLE 22.9 NOTED IN THE LEGEND. PRESSURE-45 PSI RADIUS:13 FEET TO 18 FEET U Shrub 1�4„ " ' -I- . ' \ , I Loss for Elevation: 0.0 PSI FLOW(GPM): Q-0.50 H-1.02 F-1.85 Z Native I \ I Miscellaneous Losses: 0.0 PSI 10. INSTALL ONE (1) #14 AWG TWO-WIRE PAIR ON TWO-WIRE SYSTEMS , FOR USE O 06 Critical Station Pressure at POC: 51.9 PSI AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH 2a POP-UP ROTATING SPRAY SPRINKLER:RAIN BIRD 1812-S-P45 Residual Pressure Available: 13.1 PSI DEAD END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. TRACING WIRE _ Z I W/RVAN24 SERIES NOZZLE W TO BE INSTALLED ENTIRE LENGTH OF MAINLINE. PRESSURE:45 PSI RADIUS:17 FEET TO 24 FEET >_ NOTE FLOW(GPM): Q-0.92 H-1.84 F-3.67 0 *WIRES SHALL BE TESTED AT EVERY LOCATION WHERE THE WIRES CROSS m J i i ROADWAYS AT EVERY GROUND LOCATION (INCLUDING VALVE BOX GROUND LU NON-POTABLE NOTE C/� > LU AND END OF RUN GROUNDS). Q 0 / rr *LANDSCAPE AND IRRIGATION ON THESE ROADWAY AND INFRASTRUCTURE PLAN * ALL PIPING,VALVES,VALVE BOXES,SPRINKLERS, DRIP COMPONENTS, > Q �. '"' '< °' ►� r `'' I p ! I SHEETS SHALL BE MAINTAINED BY CITY OF FORT COLLINS PARKS. IRRIGATION INFRASTRUCTURE,AND ALL WATER EMISSION DEVICES Q > ✓ \� ;\. I '.'� // ' �� .L^ I ^ I I ` I SHALL BE MARKED PURPLE TO INDICATE USE WITH NON-POTABLE 11- Q :°, ✓ I b� \ *TRACING WIRE TO BE INSTALLED ENTIRE LENGTH OF MAINLINE. WATER. Z z _ O d O ' 1 \ /r r CC ° A..< 4 Equipment Shrubs Drip Turf(General)Spray Turf(General) Rotor Native Grasses Rotor d' I- \ \ ri •°.' r.1//rrrrrr rrrrr/rrr �:I ..b a.• z rrrrrrr rrrr/rrrr O Monthly - • - • - • - PlantWater MonthlyWater MonthlyWater Use with 0% Plant Water MonthlyWater MonthlyWater Use with 0% Plant Water MonthlyWater MonthlyWater Use with 0% Plant Water MonthlyWater MonthlyWater Use with 0% " "' rr/rrr rrr/rrr IVACATE L rrr o 0 w rir ,. 4 1 15. I I rrry r = 7 I UE I r� ve L 3 I .• .` \ - I I \ January 0.00 0.00 - - 0.00 0.00 - 0.00 0.00 - - 0.00 0.00 - - :a I •d I I \ February 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00UJI rry \ I March 0.00 0.00 0.00 0.00 0.00 0.00 W x rr April 045 ', : •/ ° 9 .. J u . , , . . - . . - . , ,139 ,W W May 195 2.17 5.955 5,955 2.73 4.20 - 2.73 3.64 - 1.17 1.56 9,269 9.269 June 3.30 3.67 10.078 10.078 4.62 7.11 - 4.62 6.16 - 1.98 2.64 15,686 15.686 Q c^ July 3.55 3.94 10.841 10,841 4.97 7.65 4.97 6.63 2.13 2.84 16,874 16,874 W August 3.10 3.44 9,467 9,467 4.34 6.68 - 4.34 5.79 1.86 2.48 14,735 14,735 0 Z .1: ' ' \ I �YI I i Septem ber 2.25 2.50 6,871 6,871 3.15 4.85 - 3.15 4.20 1.35 1.80 10,695 10,695 Q W Lu `ri. I I -- / I I October 0.45 0.50 1,374 1,374 0.63 0.97 - 0.63 0.84 0.27 0.36 2,139 2,139 O O w t„ ,. .,: _ .,. a r �I I November 0.00 0.00 - - 0.00 0.00 0.00 0.00 0.00 0.00 LL a0r, \ \ I '4• I I I December 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 7� O o771":":': . : ..: ::.5-.n' ::.:•<':- \I I .•I I I 1 I 1 Subtotals(galtyear) 45,960 45,960 71,537 71,537 Z J o Subtotals(acre-feettyear) 0.14 0.14 - - - - 0.22 0.22 W J W a Peak Flow(gpm) 1.16 1.16 0.00 0.00 0.00 0.00 1.80 1.80 r1 o Peak Flow Normalized(gpm/acre) 11.38 11.38 0.00 0.00 0.00 0.00 8.19 8.19 Q L.� W Z SCALE : 1 "= 30' O Z Zone Flow v Valve Number Type Equipment Pressure Valve Zone Flow Precip. Rate Water Applied Runtime Area Q Cn o N 0 R T H 0 15' 30' 60' yp (GPM) Number Irrigation Type GPM in./hr. in.week min./week S Ft. Q (GPM) ( ) ( ) ( ) ( q ) - m N LL Al Shrub Drip 2 .40 30 .00 Al Shrub 2.40 0.27 1 .5 333 525 - W 0 Z A2 Native Rotary 24 .90 45.00 A2 Native 24.90 0.47 1 .5 191 4855 co Lu o A3 Tree Drip 0 .48 30 .00 A3 Tree 0.48 1 .05 1 .5 86 80 a) 0T ry o Z A4 Tree Drip 1 .32 30 .00 A4 Tree 1 .32 1 .05 1 .5 86 240 Project Number: 2410 W A5 Shrub 7.30 0.28 1 .5 321 2700 Produced by: DM 6/2024 co �� z A5 Shrub Drip 7 .30 30 .00 A6 Shrub 4.19 0.29 1 .5 310 500 O N N N A6 Shrub Drip 4 . 19 30 .00 A7 Native 22.90 0.45 1 .5 200 4740 Sheet Number: O N � A7 Native Rotary 22 .90 45 .00 Totals - 1528 13640 74 OF 76 o � an 0 s 111 S Meldrum Street,Suite 110 Fort Collins, CO 80521 A p. (970)223-7577 B 6' MIN. 6' MIN. WWW.bhadesign.00111 A. 20"JUMBO VALVE BOX WITH COVER B Landscape Architecture B. FINISH GRADE/TOPOFMULCH A. 30"LENGTH OF COILED WIRE C. 30"LENGTH OF COILED WIRE B. FINISH GRADE D. WIRE SPLICE(REFER TO SPECIFICATIONS) C C. VALVE BOX EXTENSION Urban Design E. HYDROMETER (HEIGHT AS REQUIRED) 3" MIN. Master Planning L F. RESTRAINED FLANGE ADAPTER EBAA IRON L D. WIRE SPLICE(REFER TO 5" MAX.SPECIFICATIONS C D SERIES 2100 FOR 3"FLANGED,PVC FIPT FITTING FOR THREADED HYDROMETER E. 20"JUMBO VALVE BOX A ASSEMBLIES(1 OF 2) WITH COVER B E G. FILTER FABRIC F. SOLENOID VALVE H. PVC MAINLINE A G. PVC PIPE C A. JUMBO VALVE BOX WITH COVER F G I. 3'MINIMUM DEPTH OF 314"WASHED GRAVEL E H. BRICK(1 OF 4) B. FINISH GRADErTOP OF MULCH J. BRICK(1 OF 4) I. FILTER FABRIC C. 1/4"THREADED BRASS CAP K. CONCRETE SUPPORT J. T MINIMUM DEPTH OF 314" D D. 112"REDUCING MALE ADAPTER ® ® H L. TRACING WIRE D WASHED GRAVEL E E. 1l2"COPPER TYPE K(LENGTH AS REQUIRED) - F K. PVC SCH 40 MALE ADAPTER F. 6"PVC CL 200 PIPE(LENGTH AS REQUIRED) K L TRACING WIRE G. T MINIMUM DEPTH OF 3/4"WASHED GRAVEL H. BRICK(1 OF 4) F I. COPPER PIPE TO BACKFLOW PREVENTION G G ASSEMBLY(LENGTH AS REQUIRED) J. COPPER TEE K H J K. COPPER MALE ADAPTER(1 OF 2) H L. CURB STOP VALVE WITH COPPER SERVICE, THREAD BOTH ENDS NOTES: I I M. COPPER PIPE TO EXISTING COPPER PIPE 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. NOTES: OUTSIDE EXISTING WATER METER 2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE(SIZED 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. AS SHOWN). 2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE(SIZED 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO PIPE AS SHOWN). M L K J AND VALVE BOX. 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO PIPE NOTE: 4.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. AND VALVE BOX. 1.FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS 5.POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID. 4.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. OTHERWISE NOTED. 6.INSTALL SO THAT GRAVEL I CONCRETE IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY,DRAIN 5.POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID. 2.THIS ASSEMBLY IS INTENDED TO BE USED FOR WINTERIZATION OF BACKFLOW PREVENTION Revision: Date: PLUGS MUST BE ACCESSIBLE. 6.INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY. ASSEMBLY,FLOW SENSOR,HYDROMETER AND MASTER VALVE ONLY. 8 HYDROMETER T MASTER VALVE WINTERIZATION (POTABLE) 1 ASSEMBLY N.T.S. 2 ASSEMBLY (2" AND SMALLER) N.T.S. 3 ASSEMBLY (2.5"AND SMALLER) d Lu MINIMUM 5 x PIPE MIN.10 x PIPE DIAMATER FROM DIAMETER FROM NEAREST FITTING OR VALVE NEAREST FITTING OR A VALVE B A 3" MIN./ f 5" MAX. A A. FINISH GRADE/TOP OF MULCH �•J A. 12"VALVE BOX WITH COVER B. QUICK-COUPLING VALVE B. FINISH GRADEITOP OF MULCH A. FINISH GRADE/TOP OF MULCH C. IT ROUND VALVE BOX WITH COVER C. FLOW SENSOR J B Lam` B. 10"ROUND VALVE BOX WITH COVER D. HARCO QUICK COUPLER ANCHOR D. SHIELDED PE-39 COMMUNICATION CABLE TO B C. 6"PVC CL 200 PIPE(LENGTH AS REQUIRED) C E. PVC SCH 80 TOE NIPPLE(LENGTH AS CONTROLLER D. 3"MINIMUM DEPTH OF 3l4"WASHED GRAVEL REQUIRED) ^ I E. FILTER FABRIC E. BRICK(1 OF 2) ICK�i OF 8 V J F. MAINLINE PIPE F. THREADED BRONZE GATE VALVE WITH SOLID D G. PRE-FABRICATED UNITIZED SWING JOINT 1" U C D G. BRICK(1 OF 4) 1--Al D WEDGE,NON-RISING STEM _ IPT INLET X SOC OUT ET H. 3"MINIMUM DEPTH OF 3/4"WASHED GRAVELG. PVC MAINLINE F I ONS FOR LL I. WIRE SPLICE(REFER TO SPECIFICATIONS) H. PVC SCH 40 MALE ADAPTER(1 OF 2) E MATERIALS E I. TRACING WIRE I. PVC MAINLINE PIPE 0 Z ( �❑F E J. TRACING WIRE - G G F I U 1J NOTES: W ti 1.FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK LL NOTES: G COUPLING VALVE INLET SIZE. 1.ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME. 2.INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER OPERATION G QUICK COUPLER KEY. z 2.INSTALL FILTER FABRIC AROUND EXTERIOR C VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. H 3.INSTALL SWING JOINT LAY ARM BETWEEN 30'AND 45°OF LATERAL PIPE IN ORDER TO 3.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. NOTE' � O 4.INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY. 1.NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. ABSORB DOWNWARD IMPACT. FLOW SENSOR ISOLATION GATE VALVE QUICK COUPLING VALVE z0 06 19 4 ASSEMBLY (2.5"AND SMALLER) NT.S 5 ' ASSEMBLY (1,5"AND SMALLER) 6 ASSEMBLY (1,5"AND SMALLER) N.TS. z UJ m O ZD w 3" MIN. 3" MIN. D 3 MIN. A. DECODER w 5'" MAX. < Q B. WIRE CONNECTOR FROM TWO-WIRE CABLE TO DECODER(1 OF 2) C. WIRE FROM DECODER TO VALVE SEE C A E SPECIFICATIONS Q B D. FINISH GRADE/TOP OF MULCH Q f E. JUMBO VALVE BOX WITH COVER F. WIRE SPLICE FROM DECODER TO SOLENOID VALVE 500'MAX OR 5 DECODERS Z (1 OF 2,REFER TO SPECIFICATIONS) GROUND ALL DEAD ENDS O � K BETWEEN GROUND POINTS U p L G. 3"MINIMUM DEPTH OF 3l4"WASHED GRAVEL 25'AND LONGER O H U H. PVC BALL VALVE WHICHEVER IS FIRST O _ CC I. CHRISTY I.D.TAG 0- U G J. FILTRATION AND PRESSURE REGULATING DEVICE EMITTER SCHEDULE o M K. REMOTE CONTROL VALVE O J V H N L. PVC SCH 80 TOE NIPPLE PLANT EMITTERS GPH PER TOTAL GPH U) M. PVC SCH 40 EL L/ - TYPE PER PLANT OUTLET PER PLANT = P S R N. PVC SCH 40 PIPE(TYPICAL)(LENGTH AS REQUIRED) - - A. DRIP LATERAL PIPE 5 GAL.LOW SHRUBS 2 SINGLE 1 GPH 2 GPH Q 0. PVC SCH 40 FEMALE ADAPTER �❑A WIRE PATH / B. EMITTER j P. FILTER FABRIC / / \``�\ OUTSIDE SPHERE E i F\\� C. SHRUB(NUMBER AND SIZE OF B 1 GAL.LOW SHRUBS 2 SINGLE 1/2 GPH 1 GPH ¢ Q. BRICK 1 OF 4 OF INFLUENCE i H EMITTERS PER EMITTER SCHEDULE) ~ R. PVC MAINLINE (8-10' i C G D. PERENNIAL(NUMBER AND SIZE OF 1 GAL.LOW GROUND 2 SINGLE 1/2 GPH 1 GPH Z GROUND TWO WIRE CABLE NEAR � ) COVER/PERENNIAL 0 G U T S. TWO-WIRE CABLE CONTROLLER PER MANUFACTURER'S i j EMITTERS PER EMITTER SCHEDULE) NOTES: T. TEE-W EL:SEE SPECIFICATIONS FOR MATERIALS "I- GUIDELINES I 5 GAL.MEDIUM SHRUBS 2 SINGLE 2 GPH 4 GPH _ 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE -1J w ASSEMBLY. U. PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, D C 1 GAL.MEDIUM SHRUBS 2 SINGLE 1 GPH 2 GPH � \ i \ /2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE HIDDEN) AND PVC SCH 40 EL � 1 GAL.MEDIUM GROUND 2 SINGLE 1 GPH 2 GPH V. PVC SCH 80 NIPPLE(1 OF 2) SP U SOLENOID VALVE(SIZED AS SHOWN). HERE OF INFLUENCE A COVER/PERENNIAL 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE NOTES: ---' A. TWO-WIRE CABLE \`-- NOTE: FABRIC TO PIPE AND VALVE BOX. 1.ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. D U) B. VALVE BOX(10"ROUND OR AS NECESSARY) 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF 4.TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45'ELBOW FITTINGS 2.MAKE ALL WIRE SPLICES IN VALVE BOXES. C. REMOTE CONTROL VALVE w PLANT MATERIAL. DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 3.LEAVE A MINIMUM OF 36'EXTRA WIRE AT ALL SPLICE POINTS. D. 5/8-X 8'U.L.LISTED GROUND ROD 2. PLACE EMITTERS AT A LOCATION TO NOT SATURATE PLANT ROOTS, Z_ 5.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 4.TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS. E. DECODER LOCATE EMITTERS JUST OFF THE EDGE OF THE ROOT BALL.0 \ w 6.POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID,AND PROPER 5.EARTH TO GROUND RESISTANCE MUST MEET OR EXCEED MANUFACTURER REQUIREMENTS. F. LINE SURGE PROTECTOR 3. REVIEW PLANT MATERIAL HEALTH 1 MONTH AFTER INSTALLATION / OPERATION OF BALL VALVE. A 6.INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES. ` r/1 ui G. BARE AWG#10 COPPER WIRE AND ADJUST EMITTER SIZE AND QUANTITY PER CITY FORESTRY /1 �,/J ¢ 7.COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7.INSTALL GROUNDING EQUIPMENT AS INDICATED ON THE IRRIGATION DOCUMENTS AND AS UJ H. 3M DBRIY-6 CONNECTION DIRECTION. RECOMMENDED BY THE MANUFACTURER. I. BARE COPPER CONNECTION ("CADWELD-) < DRIP REMOTE CONTROL VALVE (MAINLINE 1.5"AND SMALLER) E 2-WIRE GROUNDING J. REMOTECONTROLVALVEASSEMBLY DRIP EMITTER PLACEMENT 7 8 9 ASSEMBLY (TWO-WIRE SYSTEM) SCHEMATIC E NTS.N.T.S. DETAIL �W Z LU O U) UJI w Z 00 O �❑A Jd W Q W O E B Cn ¢ C A - r z B < W O D E filf 0 �1�1 A. JUMBO VALVE BOX WITH EXTENSION AND C COVER(HEIGHT AS REQUIRED) z 1'FROM F B. FINISH GRADE/TOP OF MULCH r , TRUNK 1 C. AIR VACUUM RELIEF VALVE v D. TRACING WIRE H E. BRASS BALL VALVE(SIZE 2') U) w F F. PVC SCH 80 NIPPLE(LENGTH AS REQUIRED) G. 3'MINIMUM DEPTH OF 314'WASHED GRAVEL - y T FROM H. BRICK(I OF 4) M A TRUNK 1 1 E I. PVC MAINLINE PIPE LLJ N E D J. TEE OR EL:SEE SPECIFICATIONS FOR F Lr\� MATERIALS w 0 A. FINISH GRADE/TOP OF MULCH a H G B. 6"ROUND VALVE BOX WITH COVER z C. FLUSH CAP WITH HOSE THREAD CAP X X I c D. DRIP IRRIGATION LATERAL w E. 3"MINIMUM DEPTH OF 3/4"WASHED GRAVEL A. PVC PIPE H 9 D F. BRICK(1 OF 2) B. 3/4"POLYETHYLENE TUBING:RAIN BIRD XBS BLACK STRIPE PIPE J t: p G. 90°INSERT FITTING C. EASY FIT COMPRESSION TEE:RAIN BIRD MDCFTEE(QTY AS REQUIRED) E H. PINCH CLAMP(1 OF 2) D. EASY FIT REMOVABLE FLUSH CAP:RAIN BIRD MDCFCAP(QTY AS REQUIRED) p E. LANDSCAPE DRIPLINE TUBING:RAIN BIRD DRIPLINE MODELXFCV-06-12(0.6 a GPH/EMITTER) F. TIE DOWN STAKE:RAIN BIRD TDS-050 W/BEND(QTY AS REQUIRED) Project Number: 2410 ROOTBALL H. EASY FIT COMPRESSION ELBOW RAIN BIRD MDCFEL(QTY AS REQUIRED) NOTE: NOTES: U) Date: 1 1/06/2024 CO w 1.OPEN BALL VALVE IN ASSEMBLY 1l4 TURN UNTIL IRRIGATION SYSTEM IS FULLY CHARGED WITH WATER. NOTE: 2.DIAME ERTORDR PLINE RINGS AREDDEPENDANT ON TREE CA OPY SIZES 2-3"BELOW GRADE. 2.CLOSE VALVE DURING WINTERIZATION AND OPEN 1/2 TURN AFTER WINTERIZATION OF SYSTEM TO Produced by: D M o 1.INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT. 3.CONTRACTOR SHALL CUT DRIP TUBING AT POINT'X"AND INSTALL FLUSH CAP AS TRUNK DIAMETER PROTECT VALVE DURING FREEZING WEATHER. a U m INCREASES. a 4.APPROXIMATE FLOW PER ASSEMBLY IS 0.23 GPM FOR THE 2-RING ASSEMBLY AND.43 GPM FOR THE FLUSH CAP DRIP TREE RING 3-RING ASSEMBLY. AIR VACUUM RELIEF VALVE ASSEMBLY 1 1 ASSEMBLY m 12 ASSEMBLY Sheet Number: o Z N.T.S. N.T.S. N.TS. N 75 OF 76 o a e 76 U o � an s 111 S Meldrum Street,Suite 110 Fort Collins, CO 80521 p. (970)223-7577 www.bhadesign.com 24 ---� Landscape Architecture A. IRRIGATION CONTROLLER i I B. STAINLESS STEEL ENCLOSURE FOR A IRRIGATION CONTROLLER I i C. JUNCTION BOX WITH DISCONNECT FOR Urban Design L J ELECTRICAL SERVICE D. TERMINAL STRIPS FOR CONTROL WIRING ------------- B aster Planning E. FINISH GRADE 3M DBR/Y-6 SPLICE KITS 1/2" 8 36" I F. CONCRETE PAD(6"MINIMUM THICKNESS) G. COMPACTED SUBGRADE 1.STRIP ENDS OF WIRE , -0 H. Y SCH 40 ELECTRICAL CONDUIT AND SWEEP 2.SECURE WIRES INTO WIRE NUT n L � LOW 3.INSERT WIRE NUT INTO GEL-FILLED TUBE ® l`//� A. WARNING TAPE ELL FOR VOLTAGE WIRING 4.POSITION WIRES INTO CHANNELS B. FINISH GRADE I. 1"ELECTRICAL CONDUIT AND SWEEP ELL J "f4 FOR 120VAC ELECTRICAL SERVICE PER 5.CLOSE SPLICE KIT FOR SECURED SEAL 2 C. BACKFILL LOCAL CODES D. LATERAL PIPE E. TRACING WIRE In III1 6" D F. CONTROL OR 12" II MIN. TWO-WIRE CABLE 2" PEDESTAL I i i P E III G. MAINLINE PIPE 1 3. 4. 5. E G H__ NOTE: IIIIII NOTE: 1.PROVIDE PRE-WIRED U.L.LISTED CONTROLLER ASSEMBLY. 1.REFER TO IRRIGATION SPECIFICATIONS FOR COVERAGE 2.PAINT ENCLOSURE WITH TWO COATS OF RUST INHIBITING PAINT. NOTE: DEPTH TO BURIED PIPE AND WIRE. 1.VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING'FINGERS", R Revision: Date: 1 3 IRRIGATION CONTROLLER E 14 WIRE SPLICE TRENCH ASSEMBLY (PEDESTAL MOUNT) 1 5 DETAIL N.TS. DETAIL N.T.S. o a a " 12„ 8 D MI D SHORTEST DISTANCE E A.120V POSSIBLE F B. PVC WEEP ELLON.SLEEVE IF POSSIBLE w w 10' MIN C.ELECTRICAL BOX BY CITY M MARK SLEEVE LOVATION IN p D. CONTROLLER CABINET 1 1' CONCRETE WITH 3""X",1"OFFSET E. TRANSFORMER G A. IRRIGATION CONTROLLER ASSEMBLY FROM CONCRETE EDGE O F. FUSE DISCOONECT(5 AMP FUSE WITH ON/OFF fit SWITCH) B. UL LISTED 5l8"X 10'COPPER-CLAD GROUNDING ROD 12"MINIMUM G.SLOPE TO DRAIN C. UL LISTED 4"X 8'COPPER GROUNDING PLATE 10' A 6 ro H. WARNING TAPE D. 10"ROUND VALVE BOX WITH COVER a E. CADWELD CONNECTION:PAIGE ELECTRIC I. CONDUIT(SCHED.80) N H L K N z J. CONTROLLER POWER F. Y MINIMUM DEPTH OF 314"WASHED GRAVEL K. 1.5"PVC SWEEP ELL G. BRICK(1 OF 4) LJ� L. #6 BARE COPPER WIRE TO BRONZE CLAMP H. #6 AWG INSULATED SOLID COPPER WIRE.NO SHARP BENDS. A I M M.3"PVC SWEEP ELL AND CONDUIT FOR CONTROL I. SPHERE OF INFLUENCE REFER TOSPECIF,enn S A.FINISHED GRADE OF PAVED J WIRES J. EARTH CONTACT MATERIAL,POWERSET.OR POWERFILL® PLAN VIEW g SURFACE DEPENDING A T MATEIL RIAL, P CONDITIONS EFERTOSPEc,FicnnoNs B. SLEEVE FOR LATERAL PIPE U N. COPPER CLAD GROUNDING ROD J"X B')PAIGE C.SLEEVE FOR MAINLINE PIPE ELECTRIC PART#182007 IN BOX K. FINISH GRADE K D. SLEEVE FOR WIRING �/ J 0.FINISHED GRADE REFER TOSPeaF,cnnoR O f P. POWER SOURCE D B � z LIGHT AND POWER WORK LANDSCAPE CONTRACTOR WORK I 12" z O NOTES: G _ 1.LIGHT AND POWER TO SET BOX AND POWER.NOTIFY CITY PROJECT MANAGER IF POWER EXCEEDS 240V AND/OR IF 30" MINIMUM 0 U SOURCE POWER IS LESS THAN 24"DEEP. 2.INSTALL CONTROLLER CABINET,GROUNDING AND FUSE DISCONNECT 3.KEEP FUSE DISCONNECT OFF AND INSTALL ELECTRICAL CONNECTION TO ELECTRICAL BOX H w J r J LL 4.CONTACT LIGHT AND POWER TO CONNECT POWER SOURCE TO CONTROLLER POWER ) 5.CONFIRM WIRING CONFIGURATION AT TRANSFORMER IN IRRIGATION CONTROLLER BASED ON POWER SOURCE B V D NOTE: VOLTAGE 6.TURN ON POWER AT FUSE DISCONNECT SECTION VIEW 1.INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT Z 7.CONTACT PARKS WITH SERIAL NUMBER AND SIM CARD NUMBER ON CONTROLLER H C m ONE OR BOTH ENDS-NOT ALONG ITS LENGTH. v CONTROLLER POWER CONTROLLER GROUNDING B SLEEVE z O 16 DETAIL N.T.S. 1 7 DETAIL 1 g DETAIL NTS 0 06 a d LLJ 0 � R-VAN ROTARY NOZZLE, PER PLANVAIII m O PURPLE CAP f 3" MIN 3" MIN U J FINISHED GRADE - - - - ---�- - - 5„ MAX. Q _ -i I- LU III- III- FINISH GRADE/TOP OF MULCH III I I 1-1 G A. DECODER B B. WIRE FROM DECODER TO VALVE SEE SPECIFICATIONS C C PVC BALL VALVE / B POP-UP SPRAY BODY: F D A . D WITH CHECK VALVE AND PRESSURE I E D.E. REMOTE WIRE LICCONTROL VALVE WIRECABLETODECODER(1 Q REGULATING FEATURES K OF2,REFER TOSPECIFICATIONS) (SEE NOTE 2 BELOW) J F_ S U C F. I STY 10 G G. FINISH L M N E O H. PVC SCH 80 CLOSE NIPPLE U O H F E I. WIRE VALVE(I OF 2) FROM DECODER TO SOLENOID O O J J. PVC SCH 80 NIPPLE U P K. 12"STANDARD VALVE BOX WITH COVER k:', H L. PVC LATERAL PIPE LLI A. 10"ROUND VALVE BOX(ONE OF TWO) M. FILTER FABRIC U) B. INSTALL TRACING WIRE TO THE TOP OF VALVE BOX 1/2-INCH MALE NPT x .490 INCH W J q R / N. PVC SCH 80 TOE NIPPLE(LENGTH AS REQUIRED) = ELEVATION VIEW C. WATER PROOF CONNECTION(SEE SPECIFICATIONS) BARB ELBOW: RAIN BIRD MODEL LY H 0. PVC SCH 40 EL D. PIPE SLEEVE SEE VALVE DETAIL SBE-050 P. PVC SCH 40 PIPE(LENGTH AS REQUIRED) > E. TAPE COPPER WIRE TO TOP OF PIPE EVERY 10 FT. Q. BRICK(1 OF 4) F. CONTINUOUS LOOP COPPER TRACING WIRE(SEE SPECIFICATIONS) R. PVC MAINLINE Z G. PVC PIPE S V S. TWO-WIRE CABLE H. TYP.VALVE NOTES: U T. T MINIMUM DEPTH OF 314"WASHED GRAVEL 3 PVC LATERAL PIPE 1.USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. U. TEE OR EL:SEE SPECIFICATIONS FOR MATERIALS 'w 2.NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE V. PVC SCH 80 TOE NIPPLE(LENGTH AS REQUIRED, PLAN VIEW F (SIZED AS SHOWN). HIDDEN)AND PVC SCH 40 EL 3.INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX.USE DUCT TAPE TO SECURE FABRIC TO W.PVC SCH40 FEMAIL ADAPTER :D PVC SCH. 40 TEE OR EL PIPE AND VALVE BOX. 4.TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45'ELBOW FITTINGS DOWNSTREAM NOTES: SWING PIPE, 12-INCH LENGTH: OF REMOTE CONTROL VALVE ASSEMBLY. 1.COPPER TRACING WIRE WILL START AT THE DOGLEG CONNECTION NEAR PUMP NOTES: RAIN BIRD SPX-FLEX 100 5.DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. UJ ILLZ STATION AND WILL BE ROUTED WITH ALL MAINLINE PIPE.2.SPLICE TRACING WIRE IN IRRIGATION MAINLINE COMPONENT VALVE BOXES WHEN 1. IF POLYETHYLENE PIPE IS USED FOR LATERAL PIPE, SUBSTITUTE INSERT TEE OR EL WITH STAINLESS 6.POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF - in CLAMPS FOR PVC SLIP TEE OR EL SHOWN ABOVE. BALL VALVE. LU POSSIBLE,OTHERWISE,PLACE SPLICE IN SEPARATE VALVE BOX. 7.COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 2. TO ACHIEVE MINIMUM RADIUS WITH ANY RAIN BIRD ROTARY NOZZLE, USE 45 PSI PRESSURE REGULATING Is 6TRACING WIRE SPRAY BODY. REMOTE CONTROL VALVE MAINLINE 1.5" AND SMALLER Q 19 DETAIL 12-INCH POP UP NON-POTABLE 2 1 ASSEMBLY (TWO-WIRE SYSTEM Q } a N.T.S.".T.S. R-VAN ROTARY NOZZLE o ) Q LJ Z LU 0 0 w z m � O 0 0 J Z W Q W O z U Z - W 0 Q z Z � � 0 LU w 0 In ILL 2 H U W 0 O o_ Z (7 U LJ X a` O CO T � O C Q o Z Project Number: 2410 T Date: 11/06/2024 CO W o Produced by: DM a U d rn O N N N Sheet Number: O N � 76 76 OF 76 M �6 U o m an