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HomeMy WebLinkAboutMONTAVA - PHASE D INFRASTRUCTURE - BDR240010 - SUBMITTAL DOCUMENTS - ROUND 2 - Responses (2) Z INFRASTRUCTURE PLANS FOR ONTAVA SUBDIVISION PHASE D INFRASTRUCTURE F-- a_ Z o' O CO A REPLAT OF TRACTS GG AND HH OF MONTAVA PHASE D LOCATED IN A PORTION OF THE SOUTHEAST w QUARTER OF SECTION 3Z TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. JULY 311 2024 w Q Imi DRAWN BRB INDEX TO PLANS CHECKED DAP ®® COVER SHEET 1 DESIGNED BRB ® ® FILENAME Ell mm LEGEND 2 0009_Cover_Infra [�j ®® 11MM RODE T GENERAL NOTES 3_4 Do . MIM 1111 LOCATION DEMOLITION AND EXISTING CONDITIONS PLAN 5 � Po�s�o 0� ®®®®®® rcv—D) OVERALL GRADING PLAN 6 �o� *so**.,* TONAL E� GRADING PLAN 7-10 INITIAL EROSION CONTROL PLAN 11 -13 0 ® CD LJ�N ® ! INTERIM EROSION CONTROL PLAN 14-16 MOUNTAIN VISTA DR 0 FINAL EROSION CONTROL PLAN 17-19 OVERALL UTILITY PLAN 20 z UTILITY PLAN 21 -25 LU m � �® ® FIRE HYDRANT PLAN 26-27 ZO p ® ® SANITARY SEWER PLAN & PROFILES 28 V D ® > LU ® ® WATER PLAN & PROFILES 29 p LU VINE R CERTIFICATION STATEMENT (4190"M STREET PLAN & PROFILES 30-37 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 ROUNDABOUT HCP 38-39 COLLINS AND STATE OF COLORADO STANDARDS AND STATUES, RESPECTIVELY; AND Q uJ THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, > Z > FIDDLE DESIGN FAST PATHS 40 AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. Q p O DEVELOPER V MONTAVA CONSTRUCTION & DEVELOPMENT, INC. SIGNAGE AND STRIPING 41 -42 INDEMNIFICATION STATEMENT Z LU 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 DRAINAGE PLAN 43 REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE _ LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS CONSTRUCTION DETAILS 44-50 OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL ENGINEERING SURVEYING RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. TST, INC. CONSULTING ENGINEERS MAJESTIC SURVEYING, LLC 748 WHALERS WAY, SUITE 200 1111 DIAMOND VALLEY DR, SUITE 104 BASIS OF BEARING STATEMENT FORT COLLINS, CO 80525 WINDSOR, CO 80550 (970)-226-0557 (970) 833-5698 THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR S89'57'58"E A DISTANCE OF 2639.84 FEET, BEING MONUMENTED ON THE WEST BY PROJECT DATUM: NAVD 88 AN 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A 2-1 /2" BENCHMARK #1 : CITY OF FORT COLLINS VERTICAL CONTROL 36-01 . A 3 Y4" BRASS CAPPED MONUMENT IN OLD ALUMINUM CAP MARKER L.S. 17497 IN A RANGE BOX. MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. .5 MILES NORTH OF EAST MOUNTAIN VISTA DR. ON THE 1 /4 CORNER MONUMENT. City of Fort Collins, Colorado UTILITY PLAN APPROVAL NAVD88 — ELEV. 5006.60' BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW APPROVED: TST, �NC. City Engineer, ,q BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01 . A 2" ALUMINUM DISK ON THE EAST END OF pproved Sheets Date CONSULTING ENGINEERS A HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND REVIEWED BY: APPROVED: Su te8200aler Fort Coilns 200 FEET EAST OF THOREAU DRIVE. DISTRICT MANAGER --b7TE Water&Wastewater Utility, Approved Sheets Date Colorado 80525 Phone: 970.226.0557 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER APPROVED: JOB NO. NAVD88 — ELEV. 5026.59 IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. Stormwater Utility, Approved Sheets Date 1230.0009.00 EAST LARIMER COUNTY WATER DISTRICT APPROVED: SCALE N/A PLEASE NOTE THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS MAY HAVE UTILITY PLAN REVIEW Park Planning and Development, Approved Sheets Date USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. DATE APPROVED: JULY 31, 2024 IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: REVIEWED BY: Traffic Operations, Approved Sheets Date SHEET NGVD29 UNADJUSTED = NAVD88 — 3.18'. " A MANAGER �— APPROVED: REVIEW DOES NOT CONSTITUTE APPROVAL OF PLANS. PLAN ENGINEER 1 of 50 IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF DESIGN. Environmental Planner, Approved Sheets Date 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 - - U) 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 PROPOSED EASEMENT - — — — — — — — - ESMT EASEMENT ARTERIAL 2-LANE EXISTING FIRE HYDRANT GE 01� W EVC END VERTICAL CURVE KTa 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 ��P., MINOR COLLECTOR SECTION 1 PROPOSED SANITARY SEWER �• • 0. RM �o�P,�o� PROPOSED SANITARY SERVICE INV INVERT MAPLE HILL DRIVE EXISTING STORM LINE L LEFT G Q��oO��'O�SO:•� 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 TRAVEL TRAVEL~~� NTS NOT TO SCALE EXISTING TELEPHONE —T T EXISTING FIBER OPTIC FO PC POINT OF CURVATURE PCR POINT OF CURVE RETURN MINOR COLLECTOR SECTION 2 EXISTING CABLE TV TV KTa PI POINT OF INTERSECTION MAPLE HILL DRIVE AND TIMBERLINE ROAD EXISTING OVERHEAD ELECTRIC OHE 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 0 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 5' Lj 5; D WALK gv WALK PKWY PARKWAY (MIN.) 10, 10' PARKING (MIN.) PROPOSED THRUST BLOCK R RADIUS TRAVEL TRAVEL PROPOSED STORM INLET o o W co z ❑ RD ROAD � Q Z PROPOSED SEDIMENT CONTROL LOG ® CCW ROW RIGHT OF WAY CO � 0 RESIDENTIAL LOCAL PROPOSED CURB INLET PROTECTION 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 0 72' ROW (MIN.) DRAINAGE BASIN x STA. STATION Q 7' PKWY co 7(MIN.) X = AREA, ACRES AB-C 5' 6' (�') 36' ROADWAY 6' S' AB-C = BASIN NUMBER Y ST-X STORM SEWER Y = BASIN % IMPERVIOUS 0. WALK WALK 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 JULY 31, 2024 SHEET 2 of 50 A GENERAL NOTES INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN '9 INCH DEEP OR 5 FEET OF THE DISTRICT. THE DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL 9. 6. ROAD EXCAVATION PERMITS, IN EVENT THAT STATE, COUNTY OR CITY ROAD EXCAVATION BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE IS PROPOSED) OR ON THE SUBGRADE PERMIT(S) ARE REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE PERMITS WHICH MAY BE REQUIRED. RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE ENTITY. 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. 7. OTHER PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. 'PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT REQUIRED FOR CONSTRUCTION. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID DISTRICTS. SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE oz STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR 8. REVISIONS: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE GIVEN. ALL 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE REQUESTS FOR FIELD REVISION SHALL BE MADE IN WRITING ACCOMPANIED BY PROPOSED z it 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA NOTIFIED AT LEAST 24 HOURS PRIOR TO THE `PROOF ROLL." ALL `PROOF ROLLS" SHALL BE PREFORMED IN THE CHANGE INDICATED ON COPY OF THE APPROVED DESIGN DRAWINGS. ANY FIELD O U FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL PRESENCE OF AN INSPECTOR. REVISION APPROVED AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE > o EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR DRAWINGS OF RECORD. w TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL Q TRAFM 810NING AND PAVEMENT MARpNO CONSTRUOTION NOTES o' ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 9. MATERIALS: PLASTIC PIPE -ALL GRAVITY SANITARY SEWER PIPING SHALL BE POLYVINYL 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET CHLORIDE (PVC) UNLESS OTHERWISE NOTED ON THE APPROVED DRAWINGS. PIPE 15" HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEERS WORK, 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION AND SMALLER SHALL CONFORM TO ASTM D3034, TYPE PSM, AND SDR 35. PIPE 18" FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA NOTES LISTED HERE. AND LARGER SHALL CONFORM TO ASTM F679. ALL FITTINGS SHALL BE (PVC) UNLESS LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL PUBLICATION 2226, EXCAVATING AND TRENCHING. OTHERWISE NOTED. SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH BE PRE-FORMED THERMO-PLASTIC. 10. PIPE COVER: A MINIMUM COVER OF 3-1/2 FEET OF COVER SHALL BE MAINTAINED AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR THROUGHOUT THE SEWER LINE AND SERVICE LINE INSTALLATION. OMISSIONS CONTAINED IN THESE PLANS. APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS o DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE OTHERWISE SPECIFIED IN MUTCD. 11. BEDDING: ALL SEWER MAIN INSTALLATION SHALL INCLUDE BEDDING. BEDDING SHALL BE 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND REQUIRED BY THE CONSTRUCTION ACTIVITIES. LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-5 I" WASHED ROCK UNIFORMLY GRADED AND COMPACTED. REFER TO FORCE MAIN DESIGN OTHER 'DRY"UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS FOR FORCE MAIN BEDDING REQUIREMENTS. TRENCH SHALL BE EXCAVATED TO A DEPTH m SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY BELOW ESTABLISHED GRADE EQUAL TO 9 OF PIPE DIAMETER (MIN. 4'). BELL TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT UNSTABLE TRENCH 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE WITH GLASS BEADS. CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2"UNIFORMLY GRADED WASHED DRAWN APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND BRB TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 5. ALL LANE LINES SHALL BE LATEX PAINT. COMPACTED UNDER AND AROUND SIDES OF THE PIPE. PLACE BEDDING IN SUCH A CHECKED WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR MANNER AS TO PROVIDE SOLID, UNIFORM BEARING SURFACE FOR FULL LENGTH OF BARREL DAP UNKNOWN UNDERGROUND UTILITIES. 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE MINIMUM 30"INITIAL LIFT ABOVE PIPE BEFORE OTHER THAN HAND COMPACTION AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENTS LOCAL STREET OPERATIONS. IN DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND EQUIPMENT IS TO BE USED. NOTE MAXIMUM TRENCH WIDTH DETAIL DESIGNED 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL BRB 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 12. BACKFILU BACKFILUNG OF TRENCH SHALL BE PERFORMED AS SOON AS PRACTICAL, FILENAME ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / SUBSEQUENT TO INSPECTION AND APPROVAL BACKFlLLING OF ACCEPTABLE MATERIAL IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS SHALL NOT BE PLACED IN LIFTS OF GREATER THAN ONE (1) FOOT. BACKFILL SHALL BE 0009_Cover_Infra SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR AND/OR THESE STANDARDS. COMPACTED TO 95X OF OPTIMUM DENSITY IN ROADWAY AND RESIDENTIAL AREAS AND RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 90% IN ALL OFF-SITE EASEMENT AREAS UNLESS OTHERWISE NOTED. COMPACTION PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 8. LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD TESTING OF BEDDING AND BACK FILL SHALL BE AT LEAST FIVE TESTS PER 1,000 FEET AND p,DO L/c 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. AT VARYING DEPTHS AND LOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE �••'��•�' 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE APPLICABLE AUTHORITY OR AS REQUIRED IN PROJECT SPECIFIC SPECIFICATIONS. FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR PQQ �G MARKINGS. 13. CONCRETE: ALL CONCRETE CONSTRUCTION SHALL BE COMPLETED UTILIZING 3,000 PSI AT 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF TWENTY-EIGHT (28) DAYS OR EQUAL CONCRETE. �0 G MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE Q� �G� �O• �� DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. STANDARDS. 14. PAVEMENT OR OTHER REPAIRS: IN EVENT THAT ASPHALT OR CONCRETE PAVEMENT, �O� •....••'�G� CONSTRUCTION. SIDEWALKS, STORM SEWERS, WATERLINE OR ANY OTHER PUBLIC OR PRIVATELY OWNED TONAL E� 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PROPERTY IS DAMAGED OR REQUIRES RECONSTRUCTION DUE TO THE WORK, REPAIRS OR 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED REPLACEMENT WILL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY APPROPRIATE GOVERNING AUTHORITY. PRIVATE PROPERTY WILL BE RETURNED TO ITS A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN PERIOD WILL BEGIN. ORIGINAL CONDITION OR AS CLOSE TO ORIGINAL CONDITION AS REASONABLY POSSIBLE, ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A UNLESS OTHERWISE NOTED ON THE DRAWINGS. COMPANIES. SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. PROTECTING ALL UNDERGROUND UTILITIES. 15. SERVICE TAPS ON EXISTING LINES: ALL TAPS MADE ON EXISTING LINES SHALL BE 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE COMPLETED AT DEVELOPERS EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW AUTHORIZED CONTRACTOR WITH NO EXCEPTION. MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITYS OF EACH SIGN. WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD 16. INSPECTION: CONSTRUCTION SHALL CONFORM TO DISTRICT STANDARDS AND COMMENCEMENT OF ANY WORK. DRAWINGS TO THE LOCAL ENTITY ENGINEER. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE SPECIFICATIONS OR PROJECT SPECIFIC SPECIFICATIONS AT ALL TIMES. THE DISTRICT SHALL TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY INSPECT THE CONSTRUCTION AS NECESSARY AND SHALL OBSERVE ALL LINE TESTING. THE 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF DISTRICT SHALL HAVE THE AUTHORITY TO ASCERTAIN THAT ALL CONSTRUCTION OF FACILITIES IS POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION REQUIREMENTS AS SET FORTH IN. CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. INFORMATION SHALL BE AS FOLLOWS: WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S BENCHMARKS-LOCAL ENTITY SURVEY. STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 17. TESTING: ALL LINES SHALL BE PRESSURE TESTED AND FLUSHED BY THE CONTRACTOR IN 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET B.M.NUMBER 36-01, ELEV.=5006.60' (NAVD88), 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC ACCORDANCE WITH DISTRICT STANDARDS AND SPECIFICATIONS AND UNDER THE DISTRICTS UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. DESCRIPTION: A 3 r BRASS CAPPED MONUMENT IN OLD MONUMENT BOX ON CENTERLINE OF GIDDINGS RD., MARKINGS). SUPERVISION. UPON PASSING, COPIES OF ALL PASSING TEST RESULTS INCLUDING SOILS APPROX. 0.5 MILES NORTH OF EAST MOUNTAIN VISTA DR. ON THE Y4 CORNER MONUMENT. COMPACTION IN THE AREA OF SEWER MAIN CONSTRUCTION SHALL BE PROVIDED TO THE 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER DISTRICT. DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM B.M NUMBER 34-01, ELEV.=5026.59 (NAVD88), TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. DESCRIPTION: A 2" ALUMINUM DISK ON THE EAST END OF A HEADWALL OVER AN IRRIGATION DITCH THAT IS 18. ACCEPTANCE: UPON COMPLETION OF ALL UTILITY CONSTRUCTION (SEWER AND OTHER) AND APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND 200 FEET EAST OF THOREAU DRIVE. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR FULFILLMENT OF ALL DISTRICT REQUIREMENTS, PRELIMINARY ACCEPTANCE OF NEW SEWER O 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL SYSTEM IMPROVEMENTS WILL OCCUR IN ACCORDANCE WITH DISTRICTS ACCEPTANCE STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. PROCEDURE. DIVISION, (303) 692-3590). THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL 17. NO 'RESET"ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. W PLAN. 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING 19. WARRANTY THE CONTRACTOR SHALL WARRANT THE MATERIALS, INSTALLATION, FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND WORKMANSHIP AND SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL 18. ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT PRELIMINARY ACCEPTANCE. DURING THIS WARRANTY PERIOD THE DEVELOPER SHALL FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPERS EXPENSE, UNLESS OTHERWISE WITH THE LCUASS CRITERIA. PROMPTLY REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE WORK AREA. AT THE Q O THE RESPONSIBILITY OF THE PROPERTY OWNER(S). INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-6 CLOSE OF THE TWO-YEAR WARRANTY PERIOD THE DISTRICT WILL MAKE A FIELD INSPECTION. TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS UPON SATISFACTORY CORRECTION OF ANY DEFICIENCIES NOTED THE DISTRICT WOULD MAKE CO z 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE FINAL ACCEPTANCE OF THE LINES AND WORK. THE LINES AND THE APPURTENANCES Q DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION D. STONA WMAGE NOTES SHALL THEN BECOME THE SOLE PROPERTY AND RESPONSIBILITY OF BOXELDER SANITATION c J STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DISTRICT. DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF 20. DRAWINGS OF RECORD AND TOTAL COSTS: WITHIN 90 DAYS OF PRELIMINARY Z Ix STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY ACCEPTANCE OF THE NEW FACILITIES, THE DISTRICT SHALL BE PROVIDED WITH ACCEPTABLE PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OWNER(S). DRAWINGS OF RECORD OF THE COMPLETE SYSTEM CONSISTING OF TWO SETS OF FILL SIZE > W OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE REPRODUCED PRINTS, TWO SETS OF %-SIZE REPRODUCED PRINTS, ONE SET OF 6 MIL � 0 Z 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY DOUBLE MATTED REPRODUCIBLE MYLARS AND ONE COMPLETE DIGITAL FILE EQUIVALENT DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. "FINAL DRAINAGE REPORT FOR MONTAVA SUBDIVISION PHASE E: TOWN CENTER", DATED (SOFTWARE AND VERSION TO BE CONFIRMED AT TIME OF DELIVERY). WRITTEN Uj STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED APRIL 26, 2023 BY TST, INC. CONSULTING ENGINEERS SHALL BE FOLLOWED CONFIRMATION OF THE TOTAL COST OF ALL SEWER SYSTEM IMPROVEMENTS SHALL ALSO BE Z W AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION AND IMPLEMENTED. SUBMITTED WITH THE DRAWINGS OF RECORD. STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND O co CONDITION AS REQUIRED BY THESE PLANS. 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, 19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "FINAL DRAINAGE REPORT FOR CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY MONTAVA SUBDIVISION PHASE E: TOWN CENTER" APRIL. 26, 2023 BY TST, INC. CONSULTING ENGINEERS SHALL BE 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL 'T" SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. FOLLOWED AND IMPLEMENTED. INTERSECTIONS. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO OR LANDSCAPING. CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE 4. SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL -APPENDIX F ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS FOLLOWING PRIVATE STREETS: ALLEY A, ALLEY B, ALLEY C, ALLEY D, ALLEY E, ALLEY F, ALLEY G, ALLEY H CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END ALLEY I, ALLEY J, AND ALLEY K CONTROL NOTES. LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 48. APPROVED VARIANCES FOR THE PROJECT ARE LISTED AS FOLLOWS: E. 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY -THREE LEG "Y" STREET INTERSECTION UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT `STANDARD CONSTRUCTION APPLICABLE. IL STREET IMPROVBIENTS NOM SPECIFICATION FOR SEWER MAINS"AS ADOPTED BY THE BOXELDER SANITATION DISTRICT (DISTRICT) AND IS TO BE CONSIDERED AS SUCH. IN THE EVENT OF ANY QUESTION THE FULL DOCUMENT SHALL 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL TAKE PRECEDENCE. APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY AS THE STREET IMPROVEMENTS NOTES LISTED HERE. THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY 1. EXISTING UTILITY LOCATES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EROSION CONTROL INSPECTOR (FORT COLLINS -221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY ALL AFFECTED UTILITY COMPANIES PRIOR TO IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL COMMENCING CONSTRUCTION. IN THE EVENT OF DAMAGE TO ANY EXISTING UTILITY, THE HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE UTILITY INVOLVED AND UNLESS HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM AUTHORIZED IN WRITING BY THE OWNER OF THE SUBJECT UTILITY, SHALL NOT ATTEMPT TO TESTING REVEALS AN IMPROPER INSTALLATION. DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER MAKE REPAIRS. THE COST OF REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN 2. DISTRICT OWNED EASEMENT PICTURES: CONTRACTOR TO PROVIDE SEQUENTIAL DIGITAL 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT OF-WAY AFTER BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE COLLINS. PICTURES SPACED AT NO MORE THAN 300 FEET DETAILING CONDITIONS OF THE OFF-SITE 0:1 PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN BOXELDER OWNED EASEMENT CONDITIONS AND ANY STRUCTURES THAT COULD BE TST, INC. REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE AFFECTED, TO THE DISTRICT AND THE PROPERTY OWNER PRIOR TO THE START OF ANY OFF-SITE WORK CONSULTING ENGINEERS DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THESE PICTURES SHALL INCLUDE ALL EXISTING FENCE, DITCHES, DITCH STRUCTURES, 748 Whalers Way DEVELOPER MAY USE THE LOCAL ENTITYS DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS THE LOCAL ENTITY ENGINEER. OUT BUILDINGS, WATER TROUGHS, TREES AND ALL OTHER LANDSCAPING. PICTURES ARE TO Suite 200 Fort Collins BE PLACED AT NO MORE THAN FOUR 4 PICTURES ON A 11X8 SHEET OF PHOTO PAPER Colorado 80525 OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED 5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR INSERTED INTO TRANSPARENT SLEEVES AND DELIVERED WITH THE DRAWINGS OF RECORD IN Phone: 970.226.0557 PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, A THREE (3) RING BINDER. JOB NO. SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO 1230.0009.00 FINAL REPORT. OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE 3. PROTECTION OF PROPERTY. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH PROTECTION FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE SCALE CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING WORK IS DONE. NSA 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWUNE AT ALL INTERSECTIONS, ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE DATE INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 4. SAFETY: ALL SEWER MAIN INSTALLATION WITHIN THE DISTRICT SHALL BE SUBJECT TO JULY 31, 2024 SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE CURRENT (OCCUPATIONAL SAFETY AND HEATH ASSOCIATION (OSHA) AND THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN COLORADO SAFETY ASSOCIATION, (CSA) SAFETY REQUIREMENTS. CONTRACTOR SHALL SHEET RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL ALSO COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS SET FORTH BY �f �O ALLOWED ON THE STREETS. PLAN. CITY, COUNTY, STATE AND FEDERAL AGENCIES HAVING APPLICABLE AUTHORITY. 3 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY 5. START OF CONSTRUCTION: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR DESIGN REVIEW 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 CLEANED 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 ARCVIEW 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 CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE 3. DAMAGE TO PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION INSTALLATION INCLUDING, BUT NOT LIMITED TO THE MATERIALS, INSTALLATION WORKMANSHIP AND MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE AND SHALL SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING 25. ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY FOR LONG TERM MAINTENANCE OF THOSE FACILITY. BE FULLY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY AND ALL PUBLIC AND PRIVATE THIS WARRANTY PERIOD THE OWNER SHALL REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE PROPERTY. WORK AREA. AT THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD AND UPON SATISFACTORY CORRECTION INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED 50. ALL FlNAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4. OF ANY DEFICIENCIES NOTED, THE DISTRICT SHALL ACCEPT THE CONSTRUCTED LINES AND PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. CONSTRUCTION CONTROL MEASURES. 4. SAFETY: CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS APPURTENANCES AS THE SOLE PROPERTY AND RESPONSIBILITY OF THE DISTRICT. 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 SECTIONS 12-130 THROUGH 12-132 OF THE CITY 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 MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 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. 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 53. ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND 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 DEPTHS REQUIREMENTS. 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 DAP 6. DESIGN APPROVAL AND CONSTRUCTION START: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL 54. ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST 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 SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY 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 HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES 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. STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL FILENAME 7. PERMITS: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH MAY BE APPLICABLE TO THIS PROJECT. HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFlCATION. 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 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. 55. ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE 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 MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFlER. THE USE OF CRIMPED MULCH 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 TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR 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 DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES ,� RE.. 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 GREATER THAN OR EQUAL TO 3H:1 V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO V", jzz 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 ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES PQQ ��G REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PERMANENT EROSION CONTROL CAN BE PERFORMED. NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED 0 9. MATERIALS OF CONSTRUCTION: PLEASE CONTACT erosionOfcgov.com EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. �0 GD •: 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 Q� t * 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 56. THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS •....••? WI ACCORDANCE NTH 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, AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70X) VEGETATIVE COVER HAS BEEN ESTABLISHED, 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 WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA ��NAL E� THROUGH 24-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 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 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 57. THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL 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 MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL 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 SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED 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 FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR 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). THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT 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 AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, 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, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED 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 WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. MANUFACTURER DEFECTS. ANY DEFECTIVE OR DAMAGED MATERIALS NOTED ON THE POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT 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. 58. THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF CIRCUMSTANCES SHALL ANY PVC PIPING BE INSTALLED UTILIZING MECHANICAL EQUIPMENT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL TO SEAT THE JOINTS. 34. CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE 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 REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING 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 EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. 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. BACKFlLL: 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 BACKFILL 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. BACKFILL 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, BACKFILL, 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. JULY 31, 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 �O 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 EX. OVERHEAD ELECTRIC TO BE / UNDERGROUND ALONG WEST SIDE OF ILA I� I GIDDINGS ROAD FROM MOUNTAIN VISTA I I 1 \ \DRIVE TO RICHARDS LAKE ROAD. / o X J CONTRACTOR TO COORDINATE WITH \ x I UTILITY PROVIDER. I I X o co F j DEPENDING UPON TIMING OF CONSTRUCTION X - ] BETWEEN CORE SET AND INFRASTRUCTURE SET, I I— I FIRE HYDRANT AND NON—POT PLUG I Cn � I \ L I I —I CONSTRUCTED NTH PHASE D CORE SET MAY E ] NEED TO BE REMOVED AND RELOCATED. I o I I \ If F • • DEPENDING UPON TIMING OF I �� X F� �/ � CONSTRUCTION BETWEEN CORE I I I \ \\ L ' .• � � �� SET AND INFRASTRUCTURE �► �� SET, PORTIONS OF C&G AND I \ \\ �-- �p �� ASPHALT MAY NEED TO BE ` \x �� J O� �� ��9G9,p� \; DEMOLISHED. �� \\ DRAWN BRB X�� I �J ys 9 ��- y DEPENDING UPON TIMING OF \� \\ CHECKED —I p ��, ,o �� _ �� CONSTRUCTION BETWEEN CORE \ \ DAP jj� x GC), �� �� SET AND INFRASTRUCTURE I DEMOLITION OF GIDDINGS ROAD NORTH OF \`\ \\ �I E_ ] ���� �, ��F I SET, PORTIONS OF C&G AND FIDDLE INTERSECTION DEPENDENT UPON \� \ DESIGNED • • FO 'A ASPHALT MAY NEED TO BE I \ BRB p • •• DEMOLISHED. �, TIMING OF CONSTRUCTION OF THESE PLANS. \\� \ FILENAME � ) I FINAL DEMO DETAILS TO BE PROVIDED WITH `� \\ �� _ • •• • 0 1 NEXT SUBMITTAL ONCE FIDDLE DESIGN HAS \ 0009_Demo_Infra A*' I Z__ I 9` �, / BEEN ACCEPTED BY THE CITY. \\ 0 0 9 J_ a s � \�\ O ��, �C� APPROXIMATELY 1,200 L.F. OF EX. 2" \� \\ G p. S� • J I �� WATER SERVICE TO BE RELOCATED • _ — e ss ss • ss ss • ss ss %� F �` ;�y� w \\\ Q FOB ��• `� 41*1 Ooe • � ' � �� FPS ` � � �;— .�.� I � ; �, 1 LEGEND Ld APPROXIMATE IMPROVEMENT BOUNDARY LINE BETWEEN CORE SET AND INFRASTRUCTURE SET I � DEPENDING UPON TIMING OF CONSTRUCTION �� I RELOCATION / IMPROVEMENTS TO EXISTING BETWEEN CORE SET AND INFRASTRUCTURE A* I 1 LIGHT & POWER ELECTRIC LINE TO BE = I I SET, TEMPORARY TURNAROUND MAY NEED 1 COORDINATED PRIOR TO NEXT SUBMITTAL. TO BE REMOVED. Cno i 1 ♦ I 1 \ � I 1 DEPENDING UPON TIMING OF CONSTRUCTION W � I \ I I BETWEEN CORE SET AND INFRASTRUCTURE w I I 1 I 1 SET, FIRE HYDRANT, STORM PIPE AND cr � zo l I \ / P�� ; i OUTLET STRUCTURE CONSTRUCTED WITH Z co P I 1 PHASED CORE SET MAY NEED TO BE cf) J 1 / 1 REMOVED AND RELOCATED. O Z cn I II \ � 11 - � D Q J v 11 of a. Co Z �o o Q O ONE GIDDINGS ROAD TO BE REBUILT TO ULTIMATE CONDITIONS. REMOVE AND REPLACE �z I J cn I APPROXIMATELY 92,300 S.F. OF EX. ASPHALT. Z `� o/ > 0 co Q 0 c ) DEPENDING UPON 11MING OF CONSTRUCTION LU Z W `� \ \ BETWEEN CORE SET AND INFRASTRUCTURE 0 co0 \ co SET, NORTH BIKE RAMP, BIKE SIGN, AND\ co I PORTIONS OF ASPHALT PROPOSED WITH Q CORE SET MAY NEED TO BE REMOVED. o \ C G \ \ I \ C \ � I � EX. OVERHEAD ELECTRIC TO BE I UNDERGROUND ALONG WEST SIDE OF GIDDINGS ROAD FROM MOUNTAIN VISTA \ DRIVE TO RICHARDS LAKE ROAD. I CONTRACTOR TO COORDINATE WITH \ Lnn UTILITY PROVIDER. ID v \ \ I I I \ \ I II \ \ SS I I TST, INC. CONSULTING ENGINEERS 748 Whalers Way \ \ I I Suite I Fort Collins I Colorado 80525 SS Phone: 970.226.0557 JOB N0. wv 1230.0009.00 —SS T �� T —�� T ��� — —OHE OHE—SOH OHE-�OHE� 0HE 9HE SCALE L � a 0 rt� ELEC _ ��MOUNTAIN VISTA DR_W w w w w w MOUNTAIN VISTA _ 200 0 - 200 400 1" = 200' \ ELEc � � � � ® � �I scale 1 —200 feet DATE � I \ II JULY 31, 2024 SHEET 5of50 x \ LLJ (10 \ \ DRAWN i � � � a \ � \ \ / _- ;, \ \�� \,�� \\� � \ � ✓ ',-- � � \� � l� � I���\��\\\\ � \\� \ \ \ \ \ \ I BRB �� DAP\ \ CHECKED DESIGNED SHEET BRB IF 01.. -� \_ A\ I FILENAME 47 0009_OVERALL GRADING—Infra ffm I S •�,\ ,"'� /i � � � �I� \ � I � \ \\ � � \ \� \\ �� \\\\ �p�� G0� :• - SHEET \ l 1 \ \ \ ,� �� �� \\ ) �o .....•• l/ tx \ \ f \ � \� / \ —_ ,, � � �,� ���� �1�.�=�."�� �;� / ��� , ' you ��\�' '�. 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T I CORE SET PLANS _-- _ �� DIVERSION CHANNEL ��� � —L �� \ � •. --1 y �� \ cccco P _' .,_. PROPOSED 1 CONTOUR 5921 r ° 1 � - - - � - - - M _ A'-. a s TA \ '� - �-- FRq A PH �� c I— I I� I _ _ _ _ PROPOSED 5' CONTOUR 5925 M STRvCT AsE D �� �, ,^ - � � -�'� , ��p i —r — W uRE �� \ a ' - i''.. . - _ PROPOSED FLOW ARROW � I FINISHED GRADE ELEVATION X 5026.19LL Z PROPOSED STORM LINE W/MANHOLE Q Z 0 PROPOSED RIPRAP PAD >80* Q 1 MO , \� — _ / ROW UTILITY EASEMENT N Tq VA PAS , /�,_, _. _ _ � ltv) RqS PHA S _ lRVCTU E D I / 1 0. �-v 1 MONTVA -- 1PHA SE D / TIE TO PHASE D TST CORE SET PLANS / / , INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins J Colorado 80525 . Phone: 970.226.0557 JOB NO. BARWOOD L l 1 // l / / / l / / � �r � \ 1230.0009.00 N `/ / / l/ 1 / / Il I l I i 30 0 30 60 SCALE 1„ = 30' scale feet DATE JULY31, 2024 l I /i I �•l \ ` � \ \`� \'- — \ / l/ 1/ l I l l Il l l I l SHEET 7of50 I I \ J o CL l °s U / 500 > Ld — -5008— _ .5007 � Q/ - - -" - - ` KEY MAP N.T.S. p \ / / m O DRAWN I � � / /� v / / \ BRB — ,5005 ��p/ / � / � CHECKED DAP J / / DESIGNED � BRB FILENAME — 0009_Grading_Infra p,D0 L/c — \ / / � /i ` .., �O\�G GOBS • . lV TONAL E� - _ - - - - 5003- - \ ✓ , - - / / •° ' LEGEND °,. ..p —1.52 EXISTING 5 CONTOUR —5925 EXISTING 1' CONTOUR 5921 / ..1e \ �— , 'p •' Dt EXISTING RIGHT-OF-WAY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ > TING STORM DRAIN FO EXIS w e ° . M !s T• a .• .s.. P. .: s s' • ° p,'. > s. D.; ,., G•. ..°. p. ..K` .�>s A. A. �.t .. D� � > e..�i .D.. Ji� r. ,p .,. •. e ° s'. .. .. P`6, ., • °. p.;° , ... 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'.fe P i tA 2.21 ° _� _ — — — PROPOSED FLOW ARROW - - — — — — — — — — — 2 2.160 — — - - - — - - — — — CO — - - - — - - - - - — / FINISHED GRADE ELEVATION x502g.19 W y 2.0,E � �i , ; � ' - �5000 PROPOSED STORM LINE W/MANHOLE (nILL Z PROPOSED RIPRAP PAD Q 0 — /— Z —� , —' —' UTILITY EASEMENT > Q 4998 \ � / y9$ Ir Z W I I r \ -�' y y ✓ -� y �- y L '— J' 'y- -�-- �. C0 I-- J MONTAVA PHASE D 0 - -- 15002 � ` INFRASTRUCTURE0. _ \ ✓' I � i I I 1�I ( II 1 r— / • \ r" r I r— ` II I nE TO PHASED I II I I I I II III 11 I I' �' / CORE SET PLANS II II IIIIII II II Y I � II IIIIII IIIIII A�V AI PHASE MONT il 1I1 I I I I I II I I I I I I II II 11 f I I I I I I I \ / QLi I I I I I I i I I III I I I I I d� I I I I I I - I I I I I I I IY I I I+I I II I 0 o / I I Y I I I I I T \ < � TST, INC. �� _ CONSULTING ENGINEERS / \\ \ I / _ Suite 8200aFort lers � Collins Colorado 80525 T I Phone: 970.226.0557 \ \' JOB NO. � I 1230.0009.00 / 1 I 30 0 30 60 SCALE 1,l - 30' scale 1"=30' feet DATE JULY 31, 2024 SHEET 8of50 TIE TO PHASED o \ CORE SET PLANS z > Ln w KEY MAP N.T.S. DRAWN BRB �� °'`' CHECKED DAP DESIGNED 1 BRB FILENAME � �� � � 0009_Grading_Infra ,w SALE PER PHASED \ \ \ rz_ �\ \ \ DO L/ _ 1> I I T 4997 -I- �- ._ ��- f I V '\ 4999-1 T T T- r- I-I T F- I-I T -� �- -I- T T- T I I -T -� --r- - �G �1 —r T -T—�4998-T -� r-- 1—I T— 1 —T —r-- T -� I—I —i --r --_ -7-, _� T,v r-_ 1—I TONAL T T I T T- �- T _� 1 � _ T 7- T- [-1 -[-I -f -f- � I F �- 1 4997-f -T -� T �- T- I-I -1 -� T - -� 1- i- Imo'=-, -T -f- �l -�I -T T- -r -� �- T- I— -� -T 1- -)- T- I- I-I T T- T T _T_ 1- 1 -1 -T -r -r -F- ,- I-I _-I.,,,i --� -r -T- -� T 1- I- T -i- i 4995 r l —r T T T T— r l —� T T T I I —1 --r -r T T T T-- i_I-� -T LEGEND I -� I 1 _, -r -r -7- -T -� T 1-1 -1- -r T- 1 -1 -r -r T T 7- T- I- 1 -1 � � T- TT T I- I-I -T - I -T T -� l-I -1 -, -T -� 1 _� -r T T �- 1- - I T—' I—1 _i �r —T —4994—I— -7 I 1 _ I —T T T T T— I —T —1' T T —r ,— 1_I —I —r 11 1_1 J �— L 1 —T -4996T- r r 1 I —T T T— I_I —, —T —� T T �- / T T— � 11= I � �- J� L � I I � � � � � L L_ I 1 J _L J— �_ 1— L 1—i I�I � �_ �— � —5925 T T -T T 1— I �—4995—r —r _r 1—I —' T -T T— � 1-1 --T T T J— I ¢994 J- J— �- �— �— I— EXISTING 5 CONTOUR -T -T- I -� -T -T T T I-1 -I J- �- �- J� l 1 -1 4995 J- -� 1- L- I I - -L -L_ -I_ _L_ _I- �, I-I J 1- I-I J �- / r r —T T -r T r4994— 1-1 -i _r -1 -1- _r -� T 1- �- -L-- 1- T- I �L J-J � �� L _1- 1-1 -I J- L I_ I -J �_ �- 1- L- L- I-I _T 1_ 1- 1- 1-I �- 1_ 1- I-1 - J. y 1�I I 4996 J� I-I J J- �- - �- J-- , 5921 T4993- —T- --T T- I_1 -� �- i i- I-1 -1 J- -1- _L- 1- �- 1 —I J y J- -4997 i I I i I- I �- - EXISTING 1 CONTOUR 1 r-I -T -ram ,,, �- 1 J -� �- J- 1 -1 J -� _L �- i- �- i I_ i 4999 - - �. -►.1_ .r I-1 �- 1� I�1 -1 I 1 J J- 4996 1-I 1 I �— 5--000—, — -- -- — — — EXISTING RIGHT-OF-WA Y 499 = -5001- -499 J 5002 ;4995 4996_ =5003 EXISTING STORM DRAIN 4997 ` /� /_ r d'. b. . ... 44e ,,: ;.° .:. 4e_•:A A; r EXISTING EASEMENT ---j.�,....e..A... ..e. ,� .. 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'° ♦ a .T`. .I;�.. ° .• e. .:� a 7r� ,e •♦ ♦ .. ,. — FINISHED GRADE ELEVATION W 1.1 .. a. - a Y• s ° _ a PROPOSED STORM LINE W/MANHOLE CO �/- - - - - - - LL - - - - - -I— - - - � - - - - - - - - - - �- - - - - - - - - - - - - f �� - - - - — — — � — - - - - - - - - - - - - PROPOSED RIPRAP PAD Q 0 — — — — — — — — — — — — � �' — — — — — — — - I Z / / / I I UTILITY EASEMENT � Q 1 / EXISTING ROADSIDE DITCH TO BE RELOCATED. FINAL GRADING DESIGN TO BE PROVIDED WITH I I I Q Q NEXT SUBMITTAL ONCE FINAL CONFIGURATION I / FIDDLE DESIGN IS AGREED TO. I I I \ �� `� I , I I z w RELOCATED INTERIM POND 0 co '0 N $ \ 1 I I I AND OUTLET STRUCTURE I0) 0) I 7 5000 4995 \ / - - - - - - - - - 5000 TST, INC. CONSULTING ENGINEERS y \ 748 Whalers\ Way Z Suite 200 Fort Colins Colorado 80525 \ Phone: 970.226.0557 JOB N0. 1230.0009.00 30 0 30 60 SCALE 1,� = 30, scale 1"=30' feet DATE JULY 31, 2024 SHEET 9 of 50 _ SEE SHEET 9 00, z � TIE TO PHASED \ / \ \ �� i �' / / / �C / ;. ' ° /� / I o \ / \ \ / /` / / / I / CL ,\ \ CORE SET PLANS / o LLI J 1.51R / 1 F- KEY MAP N.T.S. 1.28 1.32 ' DRAWN r I BRB /< CHECKED M DAP FUTURE NUMBER 8 DITCH / I ° ' / \ DIVERSION SWALE �� / / ' A .. I I DESIGNEDV. BRB / \ / ♦ /` ��^ ' A$ _ I i ; I I \ I / FILENAME I I 0009_Grading_Infra \ / -� —r- —r 1 ��, TFr f I I I \ - / P / -- -, —T ---r --r -� -F— r ,. . / TONAL --r T TT— I—I e T� f'"`: \ .. \ �/ / e n I--I —T _r T T T 1— ° LEGEND T ` EXISTING 5' CONTOUR —5925 y EXISTING -5921 — 1 CONTOUR - - - - - - - - - — - - - - - - - - - EXISTING RIGHT-OF-WAY EXISTING STORM DRAIN — - — - — e U� _ EXISTING EASEMENT w. PROPOSED EASEMENT - - - - - - - - - W PROPOSED RIGHT-OF-WAY - - W W / A•. e / / ° PROPOSED LOT LINE cc GRADING FOR FIDDLE WILL BE _ �' _ _ _ _ z i� PROPOSED CENTERLINE - 0 - - SH OWN WI TH N EXT SUBMITTAL _ PROPOSED 1' CONTOUR 5921 Cl) U PROPOSED 5' CONTOUR 5925 > PROPOSED FLOW ARROW CO FINISHED GRADE ELEVATION �-.db A - ` ems. , • e w g. � .. °.'° / .A.. ,. -I - - - - - - - - - - - - - - - PROPOSED STORM LINE W/MANHOLE d \ s V LL PROPOSED RIPRAP PAD az o UTILITY EASEMENT > Q yea DETAILED GRADING DESIGN OF DUTCH Q ROUNDABOUT TO BE PROVIDED ONCE CITY STAFF AND MONTAVA HAVE AGREED TO FINAL DESIGN CONFIGURATION z W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- �- N 5000 5000 FUTURE ROADWAY EXPANSION \ \ \ \ I \ SHOWN R REFERENCE ONLY / \ \ I / TST, INC. O \ I CONSULI1NG ENGINEERS 748 Whalers Way/ Suite Fort Collins Colorado 80525/\ Phone: 970.226.026.0557 / 5 N / / cos No. 1230.0009.00 �j / \ \\ / I I 30 0 30 60 SCALE 1 It = 30' b co !!!giiiiiiiiii 0 g scale 1"=30' feet DATE JULY 31, 2024 SHEET 10of50 o / O 40 w o m 1 4p � \ I DRAWN CHECKED BRB DAP KEY MAP DESIGNED / BRB NTSJ \ a 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 X RE•' P 4, 5012— SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE — _ I / SET PLANS AND MODIFY SWMP AND EROSION CONTROL DOCUMENTS AS NEEDED. �G P�S� • INITIAL BMP S: d 007 - i 5010� — _ �r , � o • STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY `S�ONAIL E� — — _ _ — — — — i — O WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION _ _ — _ _ O r- — WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP � J e � - _ _ I 3 { KITS) — — — O SILT FENCE INSTALLA11ON ADJACENT TO 11MBERLINE RD AND _ zO —5008- J MOUNTAIN VISTA DR / � J _ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE / - 7 —5007- CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE ` MAJORITY OF CONSTRUCTION BEGINS. �Lar-G07 —5006— INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS ..' - TEMPORARY SEEDING .. .. - dd •. �•, • MULCHING ROUGHENING ADDITIONAL FENCE LU J .., �- � ; , . . . ,..• _ ...;.::o ,;. �.: - ___ I _ ", CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITION ,. FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. 5000 ••• •,'• arm arm ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL ` � r -' •' . ,. '. . : D .. �Y •'�� - STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL CO f �>.•- �` \ .. r :-: __ D -. :- RECEIVE SURFACE ROUGHENING. LQDy ° _ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL 3� STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED )) ..r� '•.' :� .. .. ...:..�.., , r bo MAPLE HILL DR J /✓ L ,: \\ �✓\ , --ICI , \ J AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q 0 OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY — - - — - - - - - - - M AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W CO �1 ,F USED. U S ' __ �. — .: ' ,..°.•r. :;:: r. ''r THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED co Z l , GRADING OPERATIONS. z LL // � � - _� . . : . � : • . • , .: .. ' , I � �, '� I / --� f III a �--` REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF BEST MANAGEMENT PRACTICES. > ONT til, \��� ROW �� ' �I �� r - IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND 0 O A VA - w �y i �`� \ y, �,1 1 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS �/ � � PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE SE D I/� 1 y ��u y T. I �' \�� �y�I I y�,J I I \ I 1 , ,� IMPLEMENTA11ON OF THE PLAN AND DO NOT NECESSARILY W 11: I ` 1� \ ` = y y �` 51, \ y J ` \\\\\ � SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O CO _\ _� j� •� S /- \ ,y CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE ROW �- \i\\\ CONTRACTOR, THROUGHOUT CONSTRUCTION. Q J _ � -_ r A � �` = EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES `� !�-on 1 I F � I�c�l � - GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER BLANKET MADE OF LOOSE WOVEN NETTING SHALL BE USED TO /_ I II PREVENT ANIMAL ENTRAPMENT. Z \ \ I MONTAVA PHASE D1-1 ZIP I I I I I 4I - - � \ / LIMIT OF DISTURBANCE - - - - FLOW ARROWS l' \ -�� / / Z _ _ \ \ / �I l < STABILIZED STAGING AREA ssA 0 / I I / J � \ -- - - - - - '/ - - CONCRETE WASHOUT AREA cwA O m y NA R�l/OOD VEHICLE TRACKING CONTROL vrc LNG / I � �� I SILT FENCE (:D SILT lC TST, INC. � CONSULTING ENGINEERS (D 748 Whalers Way I Suite 200 Fort Collins Colorado 80525 Phone: 970.226 0557 l \ JOB NO."(--)OD � o � L N 1230.0009.00 / v \ � ` � r � / � 50 0 50 100 SCALE 1 n = 50' - r, , � `� / 1"=50' scale feet DATE I ,' / \\-� I JU LY 31, 2024 SHEET ��� , ' ,' l lI I l � \ \ \ %�% _ ! , /l I l I 11 l l /• = ;� � � ;� 1 /1 // , , l l 11of50 41 0 _ i / �, ✓ / / / \ , vN (f) a_ z cr_ LD z U) LLI 5; CI LLI 1-IN Y</\ may\ < < x m Q, DRAWN ZA BRB CHECKED DAP X /° v \�: � ' A \ / DESIGNED X\ KEY MAP BRB V °tip N . T.S. FILENAME 0009—Erosion Control—Infra 80 'x EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON x TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE SET PLANS AND MODIFY SWMP AND EROSION CONTROL DOCUMENTS AS NEEDED. INITIAL BMPIL 10 STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP < r KITS) SILT FENCE INSTALLA11ON 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. x INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE zz TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: t TEMPORARY SEEDING MULCHING SURFACE ROUGHENING I < ADDITIONAL SILT FENCE r- _r__T __T_ , ITF-17 T--r -r---i -r--I --r--I --T--- I I r--r -r--T --r---7 1 -r-- 1 1 F' r--F T_-r 7---T -T-I -T-I --T-- I T -r--1 -T--I CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS LU __7 T__ fr� _17--- V 1 1 T___r 7­7 1---r- — ---r FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE T---r __j___ L-L _L__L ---r 7---r __L__ I __j__ I UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. �r TTI-F - _7= __;= ---r- 1 00 , '' 1 -7- 1 1- r ---r-- r---r T---r TT —T- -L—L r---r 7---r -,ogle, 00 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL "I M 0= CO RECEIVE SURFACE ROUGHENING. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED 79 AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY -------- m C AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH O USED. :7!� Co Ix z N GIDDINGS RD_ N GIDDINGS _R D____ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. LL TION OF-4.rT— REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP BEST MANAGEMENT PRACTICES. CO ".7 A 7 IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND 0 0 zon�`Lon� Lon IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS UOD..�. LOD LOD Lon PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z "I"N77 IMPLEMENTA11ON OF THE PLAN AND DO NOT NECESSARILY LU LU SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING 0 co Jim.. j CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE < CONTRACTOR, THROUGHOUT CONSTRUCTION. A EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 0. GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER F - — — — — - BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO �— — — — — — — — — — — — — — — — PREVENT ANIMAL ENTRAPMENT. z L 1100 LEGEND 00000 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LIMIT OF DISTURBANCE MID Lan um Lon Lon Lm FLOW ARROWS STABILIZED STAGING AREA CONCRETE WASHOUT AREA cwA O VEHICLE TRACKING CONTROL SILT FENCE sF —SILT— TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 50 0 50 100 SCALE 1 50' scale 1"=50 feet DATE 51 x SHEET JULY 31, 2024 \ / / 12 of 50 0 U) a_ cr_ 4> p Ln > zlt �j X < A/ m DRAWN Z V\ ` ` �� A /' �� / � / �/ � \� \— \ X BRB x llb� CHECKED DAP r. DESIGNED \� , , 'N� KEY MAP BRB UO FILENAME 0009—Erosion Control—Infra X, V57 80. ) ROW It,> EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE ��� � �/i � � i ✓ �� �� / /l .� SET PLANS AND MODIFY S j � \ \ \ DOCUMENTS AS NEEDED. WMP AND EROSION CONTROL X z INITIAL BMPS,• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY V WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION (b, ..... ..... WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP KITS) __j SILT FENCEVISTA INSTALLA11ON ADJACENT TO 11MBERLINE RD AND < MOUNTAIN DR SKI /X 707 < THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE / t / I ` I \ I / \ I CONTRACTOR ARE INTENDED TO BE MAJORITY OF CONSTRUCTION BEGINS INSTALLED BEFORE "ME. 7: 7 INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING MULCHING SURFACE ROUGSILTHE SINCE .. NG r------T_ ADDI LU TIONAL j (L CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE CONDITIONS CHANGE. j UPDATED AND FIELD CHANGED AS SITE z — — — — — — — — — — — — — — — — — — — — — — — — 0 0 — — — — — — — — J— — — — — — — — — — ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL — — — — — — — — — — — — — — — — — — — — STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL 71 RECEIVE SURFACE ROUGHENING. -7 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL > 01 ' 4- — — STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED A' AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY CO 7 AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. N GIDDINGS RD N G I D D I N G S RD_ CO CC THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. CO BEST MANAGEMENT PRACTICES. ...... LOD LOD LOD MMM� LOD IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS LOD MM� PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE z LU LOD IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE /� � k CONTRACTOR, THROUGHOUT CONSTRUCTION. EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO z — — — — — — — — — — — — PREVENT ANIMAL ENTRAPMENT. In OD LEGEND — — — — — — — — — — — — — — — — — 4 op 00001' LIMIT OF DISTURBANCE LOD LOD LOD LOD LOD LOD LOD LW=MOO� FLOW ARROWS STABILIZED STAGING AREA CONCRETE WASHOUT AREA TRACKING CONTROL vTc SILT FENCE (:D —SILT— TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 50 0 50 100 SCALE 1 50' scale 1"=50' feet DATE JULY 31, 2024 SHEET 13 of 50 Z' / U) / I ' C) U, o w IF- CID DRAWN BRB CHECKED f DAP DESIGNED KEY MAP BRB N . T.S. FILENAME / / / / / I I 0009_Erosion Control-Infra EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON 11MING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE SET PLANS AND MODIFY SWMP AND EROSION CONTROL DOCUMENTS AS NEEDED. INITIAL BMP'S• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP � — — — � / ✓ \\ � i� o KITS) �'`� i 5010' f — — �r o SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND _ _ — _ �'= _ — — — — y p MOUNTAIN VISTA DR 5p09 �0� ` — — — / I THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE _ — /� CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. ' �(707 5008 r III \ INTERIM AND FINAL BMP'S: / — r AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS i — \ .,.• —5006— \ / TEMPORARY SEEDING IP 3 Z 3IP-3 � / i. MULCHING ,. of o :. ::. .. a ,.-:• - :;: IP-3 II I SURFACE ROUGHENING .. I I Q :/•:• . .. : -- �� — -..: :. ..•. .:. � ..•,', S. .:.. •° /_ � -.;` \ / �, ' R • z — — ' ADDITIONAL SILT FENCE ' P I -3 CONTROLS E TO BE INSTALLED S THE SITE TRANSITIONS. ., ... ,_.. _ � .ter' o000o ARE A TR +•.may•,, _ . IP-3 \� FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE Im UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z S N/�C •IP 3 • . .: 5_ �R :..:>••.. �. •• '.:�' ..: :'. '� '� � ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O SCL , ` •., _ STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RO T '� •• IP-3 � �- _ � -i ;� �I _ RECEIVE SURFACE ROUGHENING. vJ �= am — — — —` — ° , •. ' '' •o ' � � , �M, ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL D Z � 5 .:. ':•.: '. .-.. _ - '. .:'.• . •: •►•. . •.. , .. ::{: STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED SCL — a I O y . i >:' 5p00 BY CO — — — — AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE .. :� � _ _ _ OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED M U ! \ / \\� SCL - - _ AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W . ' -� � - ,__j \ �� - '—`� 1 >, ` IP 3 ---- cool MAPLE HILL DR / usED. D Z w L0D Lon \ �\ ��� �� ����, IP-3 THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED \ — — ��' �': — — — — — — — GRADING OPERATIONS. _ - O T I P 3 . ` �. REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF Cl) BEST MANAGEMENT PRACTICES. r: o° ti f IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND 0 / / / / \ \ �� \ :.:.:•, ; SCL SCL SCL T� 5 F ` �' SCL f \ v IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS a / / / I / / �' \ �\ \ �' PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W W J / _ \ �, � II i �� i L IMPLEMENTA11ON OF THE PLAN AND DO NOT NECESSARILY M �• \ \ \ 8Q' �_ " I i I i r SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O CO �NTq �� LOD �--�I y' ��� L0D CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE a q H , I� // CONTRACTOR THROUGHOUT CONSTRUCTION. y 51, *.: ` J / \\�� i EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 0 W �- � -� GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER ROW j ! 1 �y _ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO — / PREVENT ANIMAL ENTRAPMENT. 1 _ Ir fr ICI / � I I MONTAVA PHASE D I I III LEGEND �l LIMIT OF DISTURBANCE iou/ � � l � � l � � � - _ .'�-;l ' l 1/ l�l �l� �- ---- __ III •,� I I I � I II �I I FLOW ARROWS 1100, / STABILIZED STAGING AREA ssA L // / _ / / ` - -- - -- \ / __ - - -- - CONCRETE WASHOUT AREA CWA O -� L I / Z ��\ _ ` - / I / VEHICLE TRACKING CONTROL vrC -� � / / / ` - - - - - - - - - - - - - - - SILT FENCE � J / W / - �- / / sF SILT — � / LN // / � � ,'; w ,� , , _ / ! // \ � ; � � TST, INC. y � \/�� I l / / / CONSULTING ENGINEERS 748 Whalers Way Q ` Suite 200 Fort Collins _ 80525 \ �`^—`� / Q Colorado l� Phone: 970.226.026.0557 L 41' JOB NO. 1230.0009.00 \ 50 0 50 100 1 SCALE „ _ 50' AR wood , J/v / , i / scale 1 =50 \ �i/ // I feet DATE JULY 31, 2024 \ SHEET � 14 of 50 �l, l l�� ! � l � � _ - , �� v , : / ► ,/l, I � , , /� � l/ ,'l� �lCl y �- �, ! � � - ____ 0 _ / �v° ✓ / / / \ , v // / /\ U) a_ cr_ LD U) LLI 5; CI LL1 IN e Z-N < < zx SCL 0 < X m ,XXX DRAWN BRB Z CHECKED DAP........... DESIGNED V 'z X KEY MAP BRB 0 FILENAME 0009—Erosion Control—Infra 80. ) VISCL�. / \ \ \ \ /� yG / �\/'/ ell, EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON / \ \ \ \ �G /� � \ // i /// \ \�, //� / � •` TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE SET PLANS AND MODIFY SWMP AND EROSION CONTROL �X DOCUMENTS AS NEEDED. INITIAL BMP:aL .4kfV SCL STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP < IP-3 KITS) F1_' SILT FENCE INSTALLA11ON ADJACENT TO 11MBERLINE RD AND < MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE X, CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE 17 . MAJORITY OF CONSTRUCTION BEGINS. Jill SCL :EC�L < INTERIM AND FINAL BMIJ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING MULCHING SURFACE ROUGHENING ADDITIONAL SILT FENCE j T___r ----I I--r-- r--T- -r-- -T- F----r T---r -r---1 -T----i -r---1 r--T- ­r 7----1 1 T-1 --F-I i---I- 1--r- r--r -r--r -r---7 -r--7 LU 0. I T- I I--F- T 7­1 •-T-1 I CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS r__T_ -r----r -r--1 -T-I --T-- I ---r-- T_-_ ___j -7-7 -17­1 --r--I r I r I r ---r FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE I ,--I r ,FT_T:�_ -r T __r_j __T ___r --I --r­l , , CONDITIONS CHANGE. 7 Et , , , -, J Imo- L__L _j__ __L_ I --.L- I L T _TT _L_ L-L -L-1 I I I "I D 0 UPDATED AND FIELD CHANGED AS SITE CONDI z i-I --r-- I IL ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL pip IIIIIIIIIIIIIIIIJ 1-7--1 -ri -------L 7_ RECEIVE SURFACE ROUGHENING. L! IP- uT-=L ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL z TION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED STABILIZA A. V AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY �_ _ — — °� AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH CO USED. R D N 3"IDDINGS RD- THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED fn N GIDDINGS GRADING OPERATIONS. LL REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF Cl) BEST MANAGEMENT PRACTICES. 0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND IP— LW _�"MJIIII LW im IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS /7� Lw LW m m m Lw PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE �=77 z LU IMPLEMENTA11ON OF THE PLAN AND DO NOT NECESSARILY SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING 0 CO CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE < SCL CONTRACTOR, THROUGHOUT CONSTRUCTION. SIC EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 0. GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO L PREVENT ANIMAL ENTRAPMENT. z LAiz— SCL 0 0000 x\ LEGEND 00000 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LIMIT OF DISTURBANCE Um FLOW ARROWS STABILIZED STAGING AREA CONCRETE WASHOUT AREA cwA O VEHICLE TRACKING CONTROL SILT FENCE —SILT— TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 50 0 50 100 SCALE 1 50' el scale 1"=50' feet DATE /JJJ SHEET JULY 31, 2024 15 of 50 o �' l / / / / F- \ / / Ld /Z��l,�� \, / SCL / / 1 L.Li � DRAWN BRB SCL /, � \\� / � I I �> \ CHECKED O� I DAP n \ I \ I DESIGNED/wjO oo KEY MAP BRB N .T.S FILENAME \1 0009—Erosion ControUnfra\ I G9 \ // ✓ �'�// \ \\\ ,,cc � � SCL / RBp• 1 �� � �: \ \ \ l� - / 01/• ',:: l / '� \� \ 1 EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR /L \ \ , li \ / I i. / l / / \ PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON \ // // \ \\ / �/ MU / / I I / / — \\ \ TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD SET PLANS AND MODIFY SWMP INATE ALL IAND ON C EROSION ITEMSONTROL CONTROL CORE \ \ / / % / \\ \ / , ✓ / �` / . / I / / I \ \ \ \ DOCUMENTS AS NEEDED. \\ INITIAL BMP'S: RP I \ 1 \ \ /' SCL STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY IP-3 / 1 I I / / r \ \\\ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP O l J I I l / I \ \ KITS) IP-3 / I I / / / \ \ SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND t / / / I I / / / I \ MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE �' / / �� SCL I I ` ' I 1 \ \ g3 \ MAJORITY OF CONSTRUCTION BEGINS. / / � MU t � INTERIM AND FINAL BMP.S: \ / / AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE All' '' /� / I I 1 CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE /�\ \\ ' ~ •l \ \ / t I / \ 1 \ TEMPORARY YTEMPORARY SEEDING PREVENTION CONTROLS SUCH AS: •• J / MULCHING Q SURFACE ROUGHENING T -� - ' MU I I Yv ADDITIONAL SILT FENCE RP LU / I I CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS T I FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z __ _ —__ - - - - - - - - - - - - - - - - - - - - - - - - - - - � - � - - - - - - - - - - - - - - - ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O - \ - - - - - - - - - - - - - STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL - - - - - - — — L RECEIVE SURFACE ROUGHENING. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED cr --.; — / '/ / VTC AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY co V �\ AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W -N GIDDINGS RD \ \ \\ \ \ `\ D Q Z _ 0_ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS LL — .:. _ _ ,.:. •' �. �: — _ ,.. — — _ — — — — —_ — — _ __-- — — _ —_ — — __ — _. _-- — . •�: �— � -� REFER TO THE SWMP REPORT FO R A DETAILED DESCRIPTION OF ., . • - - - BEST MANAGEMENT PRACTICES. s Q o - - - IP-3 — �- �� Lw LwM \ IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND 1 1 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS r.; ,.'•. r+J•' a \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W W IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY 0 SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING CO CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE Q RP I I ( CONTRACTOR, THROUGHOUT CONSTRUCTION. 1 SCL 4' ' \ l J I / / / / EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER / / / / / BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO — - - - - - - - - - - \ I I I PREVENT ANIMAL ENTRAPMENT. Z SCL — — — \� / / LEGEND _ - - - - - - - - - - - - - - - - - - - - - - �p / \ ` \\1 I LIMIT OF DISTURBANCE / S / / / / / FLOW ARROWS � ao� �� goo� �.00� �.00 �.� ion� �� ion \ � / STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA � O VEHICLE TRACKING CONTROL E SILT FENCE SF SILT TST, INC. CONSULTING ENGINEERS Whalers Way Suite Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 50 0 50 100 SCALE 1" = 50' scale 1 —50 feet DATE JULY 31, 2024 SHEET 16 of 50 lb i LLI DRAWN BRB i oIli / CHECKED 1 �, / / DAP y / 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 �01�— TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE SET PLANS AND MODIFY SWMP AND EROSION CONTROL DOCUMENTS AS NEEDED. / •5012 '� INITIAL BMP'S• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION '��' — f — — ' — — — / / ���� r) WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP KITS)007 / 5p1� �_ — / — — — — — — — / 0 SILT FENCE INSTALLA11ON ADJACENT TO 11MBERLINE RD AND f — — _ — — /� p MOUNTAIN VISTA DR J I 001 — Q07 — 50p9 'cir — — — — I• THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE i — — — — — STALLED BEFORE THE / z — �� ! _ — _ —5oos — — / — — CONTRACTOR ARE INTENDED TO BE IN _ I _j MAJORITY OF CONSTRUCTION BEGINS. _5007— , / I INTERIM AND FINAL BMP'S: — i — ' ` � N..•.. ��a` — _ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE i CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING ' • ` � o .. .:,� •.�" F - � III .. , .. �� • * MULCHING :. � ...: . .-. .: •.. � • \ SURFACE ROUGHENING Z ADDITIONAL SILT FENCE a _ �� CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS t FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE fr a. UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z ' _ Q J M � � .:, � � : ,,,.. •� ;�:`n ..�� II ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL _ 5. V STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL0 Row 5000 RP a —LOD — �� "^' �""' — — — — — - RECEIVE SURFACE ROUGHENING. vJ�, _ V RP �� — ib 5 .,,. - .. 0 : , _ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL b r STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED ;. AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q OF 2 TONS PER ACRE SHALL BE BY co 0 ED - - '• — � �;�;� ' —'— I—� '. .: -•. AN APPROVED METHOD AND SUITABLE FOR THEKTYPE OF AMUTLCH D W -- � RP ,: — F:' �I _ --- ��� MAPLE HILL DR USED ✓.< — — — — — — — — — — — — — —zzE LOD INSTALLED WITHIN 30 DAYS OF COMPLETED CO ' r tir GRADING OPERATIONS. Z REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF Z 0 BEST MANAGEMENT PRACTICES. F, 0 RP MU 1 f IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND 0 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W I / I I / l M "i• '_ �� �- � .I'i I I i r IMPLEMENTA11ON OF THE PLAN AND DO NOT NECESSARILY ' 0 - W //,, ��r� �— �� LOD \ _ _ r SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING 0 = I l l 1 1 N T A V �,dl �� ' RoW y � `�I �y ` `' —`— III CONSTRUCTION. THESE PLANS NEED TO BE UPDATED BY THE SE ' y' y I� �' 1 y> _ CONTRACTOR, THROUGHOUT CONSTRUCTION. J 'ASD l �� r_� �`� i yy` ' \� '--�- ` * `� \� �j�]/ \ I 51 —� �� EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES Row I 11 � j L: \,Y� y _ GREATER THAN 3:1. PROPEX LANDLOK CS2 OR OTHER 0. Z I LQD _ % �� �\ — ✓ / ` \\ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO — -- ,� �� — PREVENT ANIMAL ENTRAPMENT. U. 17 1 k� MONTAVA PHASE D LEGEND I / \l 11 l l l ` l - _1 /Il ' l ' • I I I I I LIMIT OF DISTURBANCE iou� FLOW ARROWS ` Is' \ STABILIZED STAGING AREA ssA .� CONCRETE WASHOUT AREA cwA O / — / VEHICLE TRACKING CONTROL vrc SILT FENCE SF SILT NqR - - wooDL , I Z / l / , / 1�/^ __� � l / a TST, INC.I` l l l CONSULTING ENGINEERS 748 Whalers Way L/ - Suite 200 Fort Collins ( ` J Colorado 80525 I Q / Phone: 970.226.0557 1 JOB N0. L 1230.0009.00 50 0 50 100 SCALE WOOD\\ / ✓ /— ` \- \• \ , , //f // '/ // `-�__ L' • scale 1"=50' feet DATE _ 1 JULY 31, 2024 SHEET I \ i 17of50 °,.��� l �, l l � li -►� 11 �l, � I 1 , l �I/ �� , , l � l � I � � � 41 0 N_ i / �, ✓ / / / \ , v V (f) a_ z cr_ LD z LLI 5; CI LLI 1-IN Y</\ < < /z x m Q, DRAWN ZA BRB CHECKED DAP X i° v \�: � ' A \ - v� A DESIGNED BRB KEY MAP V °tip N . T.S. FILENAME 8 on Control-Infra A 0, 0009-Erosi c / \ \ \ \ / /� yG / �\/ �� w EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR / \ \ \ \ �G /� � \ \ // i /// \ \�, //� / \ •` SHOULD COORDINATE ALL EROSION CONTROL ITEMS WITH CORE X SET PLANS AND MODIFY SWMP AND EROSION CONTROL DOCUMENTS AS NEEDED. / v Xx - v v,� � �� RP INITIAL BMPS,•I / \ \ \ - \ \ \ S� \. \ \ /> \ / ` All STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY 10 WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP F1 KITS) SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR r THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. MU INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE PREVENTION CONTROLS SUCH AS: TEMPORARY EROSION —N TEMPORARY SEEDING MULCHING SURFACE ROUGHENING - - - ------- ADDITIONAL SILT FENCE T__r --r-- _T I--r-- I--r- r--T- T-T -T _T_ mu F __T T T � F---T- T--r -r----i -T--I --r--1 -7­7_r ram- -r--r -r--7 --r---1 ----1 _T_ • RP LU j __T_ 1 ___r__ 1 T___T_ -r-7 _T__-I -71 r I_r_ T____ -r--j -r--I --r- I TIONS F' 7--T ___r_ --r- r-- F T--r -r--T I ---r-- I T 7 CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSI 1 -7-1 T__ _T_I --T-____ r_f77 ] --r -r-7 -T-I -T-1 --7- 1 --T--- I ----r- __1 7Imo- Lam_ FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE r - __ _r---7 _T 1 --r-1 --r- I ---r 7---r 7---r r - I- - 7;1-, �= T --,-1 -7- I___1 I UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. T---r TT -7-1 1 111 _j__ 1-7t-1 mu T �j RP 7___T L Z-1 J 0 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL 7 L STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. CO • .7 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL 7Z7.7 STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED BILIZA AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE z OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH CO 0 —------ USED. D :7!� N GIDDINGS RD N GIDDINGS RD- THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED CIO GRADING OPERATIONS. LL TION OF ;V. REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP w. BEST MANAGEMENT PRACTICES. • CD IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND 0 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS LOD UODMWIIIII" LOD LOD LOD 7Mm � 1.013 PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z LU Ir=77 IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY 0 CO Uj SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE RP CONTRACTOR, THROUGHOUT CONSTRUCTION. < J EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES 0. Z GEATE THAN 3:1. LANDLOK CS2, OR BLRANKER T MADE OF LOOSE, , WOVEN NETTING, SHALLOTHER BE USED TO L - — — — — — — — — — — — — — — — — — — — — PREVENT ANIMAL ENTRAPMENT. LL 1 9 1 /Z lip 00000 LEGEND -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \OD LIMIT OF DISTURBANCE —4 LOD LW ion LW LOD LOD LOD LOD LOD ILCLA11 L013MME/iI L �A�� FLOW ARROWS STABILIZED STAGING AREA CONCRETE WASHOUT AREA cwA O VEHICLE TRACKING CONTROL SILT FENCE sF —SILT— TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 50 0 50 100 SCALE 1 50' scale 1"=50 feet DATE 51 x JULY 31, 2024 SHEET \ / / 18 of 50 o Ld LLI Z��l,�� \, �� / / 1 � ycf)> Cj DRAWN BRB CHECKED V ` ` •� ` DAP � ` y �' `\ \ U/wO ,\ I \ \ I DESIGNED l` oo I KEY MAP BRB I — O \ ` N .T.S. FILENAME \ 0009_Erosion ControlJnfra 9 \ / „i // \ \\\ ,,cc \ ,� / Rep. / , �. / \�// l� - / 01/• ',:: l / \� \ I EROSION CONTROL CURRENTLY SHOWN IS STAND ALONE FOR I i. / l / / \ PHASE D INFRASTRUCTURE PLANS. HOWEVER, DEPENDING UPON MU / / I I / / — \\ \ TIMING OF IMPROVEMENTS AND APPROVALS, CONTRACTOR SHOULD SET PLANS ANDD MODIFY SWMP INATE ALL EROSION EROSION ITEMSONTROL CONTROL CORE \ \ / / % / \\ \ / , ✓ / �` / °. / I / / I \ \ \ \ DOCUMENTS AS NEEDED. \\ �� INITIAL BMP'S: j RP ,,, STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY cb WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP p / I / �\ \ KITS) t/ / / / / SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND / <4 = t / / I \ MOUNTAIN VISTA DR CONTRACTOR ARE INTEND CONTROLS T00 BEDNSTALLED BEFORE THE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARYARY SEEDING PREVENTION CONTROLS SUCH AS: TEMPOR—�� MULCHING SURFACE ROUGHENING T � I —f� MU :j 1 RP / ` :♦�� / � , � � � ADDITIONAL SILT FENCE 'T— T I CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS Uj j-� ''I $ 1 FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE �:' T—' UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z - - - - - - - - - - - - - - - - �- - - .�Gl.„ , J--- '--- _--_—— ,� __� — ��� ..:� :, !:` '•.• : : : - .;: � ::'.. .:;. � - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� �i �— - - - - - - - - - - - - - - - - � ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL O STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL U 0 -72_� \ — _ — �- RECEIVE SURFACE ROUGHENING. A 777T7w ' �'�— — — AV ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL -- — — — — _ — — — — — — — — STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED —_ — - - AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE Q OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY CO O AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH W _ — _ N GIDDINGS RD \ \ USED. D Q U _ \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED N GIDDINGS RD- GRADING — , �.�-�.' :•- . `� \ � — .:. ,.:. •' �. �: — — ,.' — — _ — — — — — — — — _ -- — — _ — —_ — __ — _. -- — GRADING OPERATIONS. ILL Z •�: �— � —� REFER TO THE SWMP REPORT FO R A DETAILED DESCRIPTION OF - - - - - - - - - - - - - — — BEST MANAGEMENT PRACTICES. � � �)rloo � Lw IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND � O / 1 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS co r.; ,..•. . ,,J •,:. 1 PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE Z W cc IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY 0 cf) W SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING CONSTRUCTION. PLANS UPDATED, BY THE CONTRACTOR, THROUGHOUT CONSTRUCTION. Q J EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPESCLQ GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z / I / BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO 1 — — — — — — — � // \ I PREVENT ANIMAL ENTRAPMENT. Zz ,� \� / / LEGEND _ - - - - - - - - - - - - - - - - - - - - - - � �p / \ ` DISTURBANCE / / / / FLOW ARROWS goo goo goo �.� ion LW� Lon Sao \ / STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA � O VEHICLE TRACKING CONTROL E SF SILT FENCE � SILT TST, INC. CONSULTING ENGINEERS Whalers Way Suite Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 50 0 50 100 SCALE 1" = 50' / scale 1 —50 feet DATE� \ \ JULY 31, 2024 SHEET 19of50 r I \ \ \ o L_ � M� �J Ld Fri o r a I \\ J \ir °° SHEET DRAWN I j 21 \\� BRB X E1 A CHECKED X III \ ��\��s\ A \\ \\ DAP \ DESIGNED \�\ \ \/ ,\> n \ E- 1 � III \ \\ FILENAME \\� \ 0009_OVERALL UTILITYJnfra SHEET 2 2 f � I � O� � S F—jr SHEET y� vv �o�� ..•�� 23 � y v oNA� - - - w / SHEET 24 J1� T v� y cn o LI I II cnir z I O Q —► ��� \ D SHEET J w \ Np� L o l 25 3: C)\A 1-47 m CO J NEBF- Co C ' ENE Cf) az > �\ Z W W CO > Cn _Cf) I III \ \ � JI I�I \ I I I II \ Cn Id I�I I can \ I�I \ co Cn C/, \ jl �nlj \ �s s cn INC. I \ CONS TSTULI1NG ENGINEERS \ 748 Whalers Way \ \ bl \ S I I Suite 200 Fort Collins S Colorado 80525 \ III Phone: 970.226.0557 e� \ I JOB N0.S I 1230.0009.00 S I I SCALE _T SS T SS T SS T 55 T=5S T 5 \ rj- I' - - 1" = 200' r v OHE- —OHE OHE OHE, OHE OHE OHE OHE OHE T — �, �� • DATE Tv - JULY 31 2024 SS LL o 200 200 400 SHEET I scale 1"=200' feet 20 of 50 PROP. STORM TEMP FH FOR TEMP PLUG FOR FUTURE LINE FUTURE LINE Z EXTENSION — EXTENSION o I (n a_ I o U co I I > o FFT — _ I TEMP FH FOR FUTURE LINE —I EXTENSION H- EXISTING WATER & 0 TEMP PLUG NON—POTABLE LINES FOR FUTURE w FROM PHASE D TO N :7I LINE EXTENSION BE EXTENDED o 0 - —I— - KEY MAP N.T.S. i I TEMP FES FOR FUTURE - I STORM EXT ENSION DRAWN I� I BRB TEMP PLUG FOR CHECKED FUTURE NON—POT DAP PROP 80' ROW v I EXTENSION LOT8 I DESIGNED BRB ° I FILENAME LOT 10 LOT 9 I I 0009_UTILITY_Infro a I I ° I NOTES p,D0 L/c I I° . 4, PROP. STORM I 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS r I 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS P '� LOT 7 '� OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT.9.00 9.00 I A v U.E. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET U.E. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN �O ..•...••�G� LINES AND SERVICES. 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. PROP. STORM i l p I ° I ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR f I I GREATER SHALL BE INSTALLED. LOT 6 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE LOT 11 I AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO I CONSTRUCTION. I I Ayiwo 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT d FACILITIES. a o 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES UNLESS OTHERWISE NOTED. J I I 7. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS LOT 12 OTHERWISE NOTED. 46880 F I I , J 9lo I 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS LOT 5 I °I a_ I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE I = I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. LU F I 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN N ° I ACCORDANCE WITH DISTRICT REQUIREMENTS. Z 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' ro°L UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS 0 LOT 13 FINAL ELECTRIC LINE ENCOUNTERED. I I ROUTING TO BE V I I ° 11. ALL AND NON—POTABLE WATER SERVICES SHALL BE COORDINATED WITH I I 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1 D Z LIGHT & POWER BEFORE LOT 4 J �Io I TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. NEXT SUBMITTAL I METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q I w II I SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. LOT 14 I I 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED CO IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q o ° I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. '.. I o I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROMCO 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. > 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE LOT 15 LOT 3 I j I OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Q 0 MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO Z W A I THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE 0 CIO e Leo WITHIN THE EASEMENT. Q I I LOT 16 I l ar� I I PROP. STORM I I I LOT 2 _ LOT 17 z LOT 1 / \ LOT 18 TST, INC. D o I CON 48LTWhaIerING NGVN HERS FM 0 — m N I Suite 200 Fort Collins to o o� Colorado 80525 ;C;0"o I Phone: 970.226.0557 �0> I JOB N0. 4 z I 1230.0009.00 a SCALE ######## aC co $� DATE mo \ _ - - - - - - - - - J JULY 31, 2024 `LOT 7 30 0 30 60 SHEET � ° ° / SEE SHEET 22 scale 1"=30' feet 21 of 50 I e SEE SHEET 21 LOT 2 PROP. STORM � >� g° 0 o Po o cn a_ \ z it d� \ O LOT 1 / \ > o ILLI ct \ ' 1 I o KEY MAP N.T.S. c I o� I m C rl m Cn I DRAWN 0) - — ln�DOD a a �,_, =�0 i BRB a w CHECKED o I DAP a DESIGNED BRB C tp 8 / I FILENAME _ - - - 0 — — — — — — — — — — — 0009_UTILITY_Infro c \ NOTES �P00 L�C LOT 6 \ ,00aQaa . •'RE '' P \ 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. \ Q o w / 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET e0�FG� •�G��� HORIZONTAL SEPARA1ON BETWEEN WATER AND SEWER MAIN •••••• e LINES AND SERVICES. S�ONAL E� i 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 LOT 5 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. I I 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 9.00' 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT I ' U.E. FACILITIES. PROP. STORM I 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES 9.00' UNLESS OTHERWISE NOTED. LOT 4 U.E.�� I 7. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. 1 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. W 35442 SF 1 , g0, ROW 1 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN 1 p'Op. 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. C V LOT 3 BUILT WITH PHASE D 1 1 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE _ 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" � FINAL ELECTRIC LINE Z 1 1 TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. �' 1 METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q ROUTING TO BE 1 � � � � � Q J COORDINATED NTH 1 1 SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. LIGHT & POWER BEFORE 1 1 1 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDEDin CO NEXT SUBMITTAL 10 °° , 1 IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. CO 1 1 LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM LOT 2 1 1 THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER z 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 EXISTING WATER UTILITY OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Q 1 BUILT WITH PHASE D MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED 1 0 SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO Z W 1 1 THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE co 1 OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE 0 10 1 WITHIN THE EASEMENT. Q LOT 1 �� 1 1 0. 1 1 � 1 0 ° 1 1 1 r 1 1 V 1 1 PROP. STORM 1 i � LOT 6 1 1 � 1 � 1 1 1 1 LOT 5 1 v 1 LOT 8 LOT 7 1 ° 10� 1 o U E• TST, INC. CONSULTING ENGINEERS 1 1 P 1 748 Whalers Way Suite 200 Fort Collins TRACT C 9.00 1 Colorado 80525 21836 SF U'E 1 Phone: 970.226.0557 LOT 4 roe NO. � e 1 1 J e 1 1230.0009.00 Z 11 1v ° J 11 EXISTING ELECTRIC SCALE ######## UTILITY FROM PHASE D DATE 1 1 JULY 31, 2024 LOT 3 , 30 0 30 60 SHEET SEE SHEET 23 scale 1"=30, feet 22 of 50 SEE SHEET 22 1 1 1 1 0 1 (n a_.PROP STORM 1 •� o it 1 1 U) co 1 1 w N W a \ w 1 \ , W EXISTING WATER UTILITY KEY MAP \ 1 FROM PHASE D TRACT C �E , ° \ N.T.S. 21836 SF o 1 ° F 1 m 1 J \ DRAWN \ I \ BRB EXISTING ELECTRIC CHECKED U1LITY FROM PHASE D DAP 1 oG 1 DESIGNED \ 1 BRB 1 1 FILENAME 0009_U TI LI TY_I n fra EXISTING WATER UTILITY R 11 °` FROM PHASE D �ONOW00D p Pp0 L/c \ NOTES \� p:• RE 1 vim.• �O� o� END OF SANITARY LINE TO Q� G 1 BE BUILT WITH PHASED 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS pQ .�� 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS \�1G G0�`� • 1, o OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. ° 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET EXISTING SANITARY HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN S/'•"''E� LINES AND SERVICES. ONAL U11LIlY FROM PHASED 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 / GREATER SHALL BE INSTALLED. 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ° s 1 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. \ 1 / 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT 1 \ / 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 FROM PHHASEASE D STORM Y \ / OTHERWISE NOTED. 1 / 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER S STANDARD BO ELD R SANITATION DISTRICT MANHOLES SHALL BE DETAILS. PER W 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ROP gp' Row \ / % ACCORDANCE WITH DISTRICT REQUIREMENTS. Z 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' O 1 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS 1\ ° TRACT D ,off // / / %� 11. ENCOUNTERED.ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE 129773 SF 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" > D Z TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. Q METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. CO END OF IMPROVEMENTS ON // / ��, / 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED SANITARY LINE WITH PHASE D. IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q REST OF SANITARY LINE TO BE // / ����\� `y REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. >_ BUILT WITH INFRASTRUCTURE—, ° \ / , LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER EX. 24" PRPA WATERLINE / / PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q Z J AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE Q 0 F / OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. EX. ELCO 12" WATERLINE // %� `y / MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO Z LU \ / THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE CIO ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. O ( \ �° ° w � \; EX. ELECTRIC // / � � � �`y // OF THE TRAIL, Q \ \ rid 0. EX. TELEPHONE /y EX. 2" WATER SERVICE \ PROP. 12 SANITARY \ \ (SS-2H) / / /y o / PROP. 2" PRIVATE WATER SERVICE PROP. STORM \ TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 SCALE DATE JULY 31, 2024 \ o / y 30 0 30 60 SHEET SEE SHEET 24 scale 1 =30, feet 23 of 50 i ., a // EX. TELEPHONE / / Z EX. 24" PRPA WATERLINE // o- I z o' o co EX. ELCO 12" WATERLINE m° � I d %/ / / / X / i / d EX. ELECTRIC /// � / // o J / KEY MAP N.T.S. ° pQ�Q� m 8 -- a ° a .a p I ° END OF PROP. � DRAWNSANITARY LINE BRB W C / CHECKED ° a fTl d a W DAP ° d ° ° ° ° a ° L d / DESIGNED Ix d ° d ° W / BRB kwos / FILENAME 0009 UTILITY Infra Mp,P�E HILL OR — — d 9a p,D0 L/c a ° . ° - 0. ° d ° �Oi a ° a NOTES V •••r1V° - 1 ° PQQ �G ° a 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS O\CMG Gp�s ; 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS a a ° a d OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. pN Fp.,�....�G14 �� \ \ d 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET S/0 E� HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN NAL d ° ° _ _ - < d° m °a ° LINES AND SERVICES. 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL d I ° PROP 2" PRIVATE SEPARATION IS LESS THAN 18—INCHES THE CONTRACTOR WATER SERVICE SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH " THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. rTl ° 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 \ \ m a CONSTRUCTION. �< 1 '4 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. d ° 7. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS LU % ° OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE PROP. ROW \ PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. TRACT E (WIDTH VARIES) ° \ 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Z 80719 SF d ACCORDANCE WITH DISTRICT REQUIREMENTS. O b° 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS CO V - - - - - - - - _ � ENCOUNTERED. 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE > Z 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" Q TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. Q J METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND CO d I I SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED m a I IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL 0 (n UTLET STRUCTURE AND REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. STORM BUILT WITH LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM Q 1 PHASE D CORE SET TO THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER Z J °° � � °°° BE RELOCATED d° I _ _ I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. Q 0 I 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE LOT 5 / �$ 4 D — I— — — I OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. —' o I MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED Z LU �— ad° r,i p I \ SURFACE, OCCASIONAL SEASONAL MOWING 23 ADJACENT TO Oco THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE � a LOT 4 ° � ° a` I ° I � � �- � � OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. m I I \ \ 0. LOT 3 dl 1 = I \ \ m' I \ \ ° LOT d LOT 1 d° a ° \ \ \ EXISTING WATER 4I I I \ V UTILITY FROM PHASED I °° I I I TO BE RELOCATED i I Ti PROP. DE, UE I d _ (WIDTH VARIES) TST, INC. I° I CONSULTING ENGINEERS 748 Whalers Way d I I Suite 200 Fort Collins I I Colorado 80525 Phone: 970.226.0557 da ° I °m °d o I I JOB No. 1230.0009.00 LOT 3 ° d I I SCALE ######## 14 LOT 2 fTl I I I DATE JULY 31, 2024 30 0 30 60 SHEET LOT 1 I SEE SHEET 25 scale 1"=30' feet 24 of 50 SEE SHEET 24 LOT 3 o LOT 2 o L w I > o LOT 1 I I w C ° n PROP. UE I I PROP. I I I UE I I (WIDTH ° VARIES) I I LOT 4 Q KEY MAP 0 LOT 5 I I I I N.T.S. � a I I I m DRAWN .° I LOT 6 I � ° °I I BRB CHECKED DAP I I I LOT 7 I I I I a� ° I I I DESIGNED BRB I I I FILENAME I LOT 8 I 0009_UTILITY_Infra I � ml I ° a NOTES o0 Li c 1. ALL POTABLE & NON-POTABLE WATER MAINS SHALL BE CLASS I ° / 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS �� PROP 2 PRIVATE OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. ��Q�C� GOB o. WATER SERVICE 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET Q 0� <v ` INTERIM OUTLET / 'L / HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN STRUCTURE AND �O ...... �G STORM PIPE / 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 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. I— 4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO FINAL ELECTRIC LINE I I °°° I ROUTING TO BE CONSTRUCTION. COORDINATED WITH I 5. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT LIGHT & POWER BEFORE rrll ' I FACILITIES. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES NEXT SUBMITTAL 6. UNLESS OTHERWISE NOTED. 7. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS I OTHERWISE NOTED. PROP. 84' Row I 8. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS I' I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE w I I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. W 9. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. Z 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS 0 ENCOUNTERED. 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K COPPER ON A SINGLE METER PIT AND 1" I Z TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. w I METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Q SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. J — — — — l 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED CO 4 a ° j IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Q w I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM (n r— ---r THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER ° I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Q Z J AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE Z A OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Q 0 MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED D _ I SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO Z W THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE 0 coOF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. Q 1 EX. 24" PRPA WATERLINE TRACT F 186198 SF EX. ELCO 12" WATERLINE I / I e ° EX. TELEPHONE F I I I w EX. ELECTRIC I° PROP. L —' TST, INC. PROP. I 15' UE 1 I CONSULTING ENGINEERS 15' UE 748 Whalers Way S° Q I uite 200 Fort Collins Col 80525 ° I Phone: 970.226 0557 JOB NO. wI II I q` 1230.0009.00 SCALE ######## ° m ° I \ DATE JULY 31, 2024 I I w ° I 30 0 30 60 SHEET scale 1"=30' feet 25 of 50 1 � I 1 I I I � I I I n Ld \ !'+zr / // s• \ / DRAWN BRB CHECKED DAP •�- • / / \ / � :•�•.. .:,.�... I \ KEY MAP DESIGNED a •• , I \ N•T.S• FILENAME � I I 0009._Fire Hydrant PlanJnfra 411 / xA. 411 14 LEGEND w x, IIJO cc LL s • L: Q I .. r••' � .. \ ,... .. / `iy .,. '..ram. •..... •'` ..,s..::.<-:•:•:: •'i�� -- / ` ✓ J` •mac•. / TN I :4 Z w cc UL c �: / \ \ :;. , / • �` \ :� ':z ::. REPRESENTS FIRE HYDRANT COVERAGE RADIUS OF 400 FT , .s. HYDRANT LOCATION rn .i-a / \ � , . \ �! . .: ; /\J \ ...>:w, � \ \, •, EMERGENCY V) � i' \ :�' � �• \ \��:. \ /a ..� \ / \ , \:; \ ,:,;�; \\ \ PERSONNEL/EQUIPMENT WALKWAYS V .y I 't •4 f• y' I a. / 4 e , \ •: �. x�_ TST INC. s.'-.� 1 Ij / `/ P \ '�': / CONSULTING ENGINEERS . / �', � / r. � \ .• \ :,: \ 748 Whalers Way .c i , I I. \ 'C / Q. ,..a .`P \; I - ?'.' / Suite 200 Fort Collins a. � Colorado 80525 :`P \/� I / Phone: 970.226.0557 JOB N0. 1230.0009.00 a , /. / • / w••iM / : G / • rN ..a I :> I I LO \N SCALE 1 = 80 a. < -` •, / • DATE o +�,� ' �✓ I // \ �O \ I -' I 80 0 80 160 JULY 31, 2024 o •'i•,' • i. a � I \ / � / � •\ • - / \ �•R' ''• — / / , I \\ %' \ r t•y / I 1"-80' feet SHEET scale N 26 of 216 / Y / ,. \ / e • eN— �Y • \ �. •v -fir /./ \ ;./ / \ i+ F— r / \ / \ \\Jt Ia, / It Z � N. •r:: / I s •/ \ _ 7 A/, Ld DRAWN 1000BRB \ I \\ \ y I CHECKED ,� a/ ;y � ' \ �! -" _ : / �" � ,.7•s, `'�� / DAP DESIGNED KEY MAP� BRB FILENAME N.T.S. 0009—Fire Hydrant PlanJnfra o \ 61, Uj I / �` u�:� ,�.• ': \\ � P; moo. � / � ""''' `� •.I I i.:l. • .. y / I 1 ♦::. �:`\ / \ /., / `�:'• \\ / :�,• / «a\ "lij�:1: I I 'a� III LEGEND N . T. S. z D \ I I \ \ \ \ I \ � � ...".µ:;•",3`• _.•v—•? -+--.y�.:•. ,,+r. ,Ic i+i:-{a:':; .f`::• I ':ir I I 1 1 ✓/ \ I \ ri. .f J / / .P.•. .•7"• .h 1 \ / _ _ - I \ m 0) z CC CC L Q F- w z W O (n LL I I \ I / I I N y �► � — � ,� REPRESENTS FIRE HYDRANT I COVERAGE RADIUS OF 400 FT 41 _ HYDRANT LOCATION o \ \ I a — EMERGENCY cn \ \ I \ I a PERSONNEL/EQUIPMENT WALKWAYS \ II I a \ \ I I \ TST, INC. CONSULTING ENGINEERS 748 Whalers Way \ \ II I Suite 200 Fort Collins I Colorado 80525 rn \ \ I I I Phone: 970.226.0557 1 JOB NO. 1230.0009.00 SCALE 1 n o 80' LO rn \ \ 11 I I DATE JULY 31 2024 o \ I I I 80 0 80 1so \ 1 I scale 1"=80' feet SHEET N \ I I 27 of 216 Y C Z 0 � a_ .� Lv SSMH - 2AA STA. 10+00 x X / / o KEY MAP N.T.S. ,7X00 P / /// m 'SSMH — 2HA / / SSMH — 2HC / DRAWN BRB STA. 11+95.98 5 STA. 16+61.49NOTES CHECKED / DAP END OF IMPROVEMENTS 12+0o SSMH — 2H6 =—�= o " '° SHEETS FOR LEGEND AND / 1. REFER TO COVER SH DESIGNED FROM PHASE D " STA. 13+43.58 1s+oo �s+s2 / / ADDITIONAL NOTES. a BRB 15+00 2. DUE TO GROUNDWATER, CUT—OFF WALLS FILENAME p d 14+00 0009_SANITARY_Infro AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF THREE EVERY HUNDRED FEET 300 R ALONG THE LENGTH OF THE PIPE IS REQUIRED. F�PDO•L/C ' a GROUNDWATER CUT—OFF—WALLS SHALL BE v�.• 0� O�P�O� III CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF ��G O�c,'� • WALL SHALL EXTEND INTO THE NATIVE MATERIAL A MINIMUM OF 12 INCHES (12") AND F <v EXTEND AROUND THE FULL CIRCUMFERENCE OF �O� ..••..•••G� THE PIPE AT A MINIMUM AND HAVE A MINIMUM S/ONAL E� WIDTH OF TWELVE INCHES (12"). SEE SHEET 50 FOR DETAILS. 5010 5010 (n W J W U. 5005 EXIS11N5005 Z it O Ar=i � O cr 5000 — 111111 v 5000 D GRADE to 04 Lf)a- "4: a� (�_ in Co of C6 Uj I w 0) 4995 I 4995 Ix u � u � ll coI > � ZN > LL Z_ — Z 147.60 L.F. 317.93 L.F. Q Z W 195.98 L.F. I S=0.22% S=0.22% 4990 S=0.22% 12" PVC 12" PVC - 4990 Q 0 12" PVC W Z W co 4985 w Ell 4985 w 3 -END OF IMPROVEMENTS ••� .-.3 — " — 30. vv co FROM PHASE D co _ U.11— 100 LF 18 CASING _ 00 M a _ rn Do� UNDER N. GIDDINGS RD Z 4980 Q - rn rn Qrnr-: T d mv? d:rn * c) tCD `r 4980 o � No) � N � II �ONoo o Itp NCOo +III II �. +0II +III + ,L � to � Ire � =`- IIZZ0 =`- IIZ � _� IIZ0 4975 - mn z z z (nlU) z z cnlcn ? ? v) m z 4975 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet �� �f �O VERT: 1"=5' WL-02 WL-01 C Z 0 ul a_ WL-03 0 u cn w > w Li REMOVE AND oppD ~ RELOCATE FH \� Q KEY MAP AND REDUCER N.T.S. TIE TO PHASE D - 55.14 LF 8" PVC - m — o STA. 11+92.52 'l — g P ILI HYDRANT _-- �' DRAWN 1 8"X6" REDUCER 10+14 BRB 135.51 LF 8" PVCL4, O 10+00 10+0o WL-01 11+0o WL-01 11+93 10+4oVVL_0210 00 _ TIE TO PHASE D _ CHECKED STA. 10+00.00 WATERLINE STA. 10+00.00 DAP STA. 10+40.00 " " HYDRANT 8 X8 TEE I DESIGNED STA. 11+36.63 HYDRANT" 2-8" GTV (NE (NW)— 13.80 LF 8" PVC BRB " " 39.25 LF 8 PVC . - STA. 11+36.63 WL-03 8 x8 TEE � E�0009-Water P&P-Infra 2-8" GTV (NE)(NW) � STA. 10+00.00 NOTES •;�°�Q�p� G,�p� 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL ' O��G D�S� • NOTES. 2. ALL WATERLINE LOWERS TO BE SHOWN WITH NEXT �O� ...•..••�G� SUBMITTAL TONAL E WATERMAN JOINT RESTRAINTS PLUG VALVE 5015 5015 Uri �1 5010 5010 L------ Lu 5015 5015 — REDUCER TEE m EXISTING WI —I 97 Z W GRADE ••� 5010 5010 PROPOSED PROPOSED 5005 GRADE 5005 GRADE _ EXISTING co U LL 5010 GRADE 5010 O EXISTING � GRADE— BENDS PROPOSED 5005 - 5005 GRADE LENGTH OF RESTRAINED PIPE Q _ 5000 5000 m CO 5005 5005 PIPE SIZE 8" 12" =) Q Od FITTING L L CO) m Z ARV N/A N/A L 5000 5000 4995 4995 90° HORIZ. BEND 18' 25' Z J Lu Z 5000 5000 45° HORIZ. BEND 8' 11' 22 1/2° HORIZ. BEND 4' 5'Lu Q Q - 11 1/4" HORIZ. BEND 2' 3'O m 4995 M N 4995 Z W W 0 3 co 0 ao N 4990 ¢ 0 ¢ 4990 REDUCER TO 4" 43' 74' +W + otx + Z � _0Of O p o ao 4995 a 0 4995 ,d. o p REDUCER TO 6" 25 62 2 O `� C3 00 +W_ +} REDUCER TO 8" N/A 45' m Z w o 0 0 �x o a REDUCER TO 10" N/A 25' i 4990 � N F-- 4990 0 = 0 0 ~ ¢0 Ej 9+50 10+00 11+00 12+00 12+50 <0 o 4985 N F a 4985 N 4990 OTEM v) a 4990 11+00 10+00 9+50 1. RESTRAINTS SHALL BE PLACED ON 11+00 10+00 9+50 JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURE EACH WAY FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 150 PSI TESTING PRESSURE. 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 JU LY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet �� �f �O VERT: 1"=5' MAPLE HILL DR 80' ROW (MIN.) 10' PKWYy 38' ROADWAY 10' PKWY 5' 6' (TYP.) (MIN.) g' 5' WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) TRAVEL TRAVEL z 0 N o_ z it o MINOR COLLECTOR N,T.a w MAPLE Hl M AND N W�W KEY MAP N.T.S. m DRAWN BRB LEGEND CHECKED DAP PROPOSED CONCRETE ' ;.�.•.;y� DESIGNED BRB PROPOSED PAVERS FILENAME 0009_Street P&Ps—Infra 0 L/o FLOW LINE PROFILES FOR i NOTES: �P,...,, 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL o .DUTCH ROUNDABOUT TO B E , - / RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED v� QQ�O�, PROVIDED ONCE FINAL I / / / / _ TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. ce CONFIGURATIONS HAS BEEN 4- � - ' 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL AGREED TO BETWEEN THE CITY j _ — ' ..y :` o ..,...•••G� - ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT ' ` - ' SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER S�ONAL STAFF AND M ON TAVA — :- - ' / AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK — 1 / Epp°oo ' + ..\� i — ✓ !" � �� MPP�E HALL , TRAFFIC ON ALL SUBDIVISION ROADS. - ' MINIMUM ALLOWABLE PAVEMENT SECTION PER - - - - - - - - - - PRELIMINARY GEOTECHNICAL .. .. : .. .. r .. .. .,, .:-• --�`� ' REPORT BY EEC: 8+0 N 1 �. �� / w ASPHALT PAVEMENT AGGREGATE BASE —� ` oR w ICI<NESS�IIN� E W�- THICKNESS(IN� TH — 0 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 _ _ _ _ i4+oo D 1s+oo — / / MINOR COLLECTOR 5.5 7.0 9+00 + 10 00 MAPLE HILL D p 12+00 13+00 a 15+00RA F - / ,. . 3. FINAL/ PAVEMENT DESIGN WILL NEED TO BE SUBMITTED _7 RAISED CROSSWALKS TO THE CITY OF FORT COLLINS PRIOR TO PAVING \ / / 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED A MINIMUM 95% PROCTOR DENSITY.TOOF Z CC W o � ;J : S FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT U. z :r CO)�+ �. :. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, O / i D ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING > PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. I—' a. CO od � a co) z 5015 5015 LLOW T Q 5002.20 MAPLE HILL DR LOW POIINTNT AV= 19++07 3 > Z J PVI STA = 19+07.34 PVI ELE = 5002.03 Q EXISTING A.D. = 1.10X F_ GRADE K 109.12 5010 - _ 12 .00' VC 5010 Z W W M tp OCO w INTERSECTION WITH m C-4 i> Q _ DUTCH ROUNDABOUT C)o F_ w 51005 — — — CO N w = 5005 eRADE - - _ - - - - - - — ww LLI w - - - - - - - - - - - - 0.5 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 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 JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 30 of 50 VERT. 1"=5' 80' ROW (MIN.) MAPL 10' PKWY 38' ROADWAY 10' PKWY 5' 61 (TYP•) (MIN.) 6' 5' WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) TRAVEL—.—rTRAVEL z 0 07 � z it o co Cn w MINOR COLLECTOR > N•La W MAPLE HLL DR,AND N TIMBERLINE RD w Q KEY MAP N.T.S. SEE SHEET 37 m DRAWN \A // BRB CHECKED \ LEGEND DAP ` \ DESIGNED I DDDp ° :: PROPOSED CONCRETE , ` gRg PROPOSED PAVERS FILENAME •Y / \ 0009_Street P&Ps_Infra o 26 NOTES: o.��•oRE''• �P� i T FLOW LINE PROFILES FOR THE 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL FIDDLE TO BE PROVIDED ONCE RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED G PQ ,s\\ TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. GOB . a: FINAL CONFIGURATIONS HAS _ ;, 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 0� . ..... G� BEEN AGREED TO BETWEEN THE — — — _ — — ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S�0 E - - - - - - - - - _ NAL w CITY STAFF AND M ON TAVA — — SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER ., Ld 0 . 2 AFTER SUBGRADE INVESTIGATION MINIMUM PAVEMENT ' — : .:•:.';; r.-';: ;..' .:;•, � ' \ � SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK 20+00 TRAFFIC ON ALL SUBDIVISION ROADS. MAPLE HILL DR 21+00 ' ' �`�'' / '= :: �': .• ° �' " MINIMUM ALLOWABLE PAVEMENT SECTION PER +oo 23 PRELIMINARY GEOTECHNICAL REPORT BY EEC: �i ♦ . / / >� ASPHICKNESS(LAMENT A BASE THICKNESS(IN) LOCAL CONNECTOR/COMMERCIAL5.5 11.0 MINOR COLLECTOR 5.5 7.0 y � \ o \ \ \\ 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. z J � � LU A 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS C� SEE SHEET 35 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED Im Lj TO A MINIMUM OF 95% PROCTOR DENSITY. Z D J 0 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. ct) LL - O 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � 5015 HIGI POINT FLEV 50 5015 ALL—WEATHER DRAINING SURFACE CAPABLE OF 16 POI T-, = t0 83.1 MAPLE HILL D R SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING s Q = 5003.Il PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. CO .D- ---1.10% K-=-100.3 Q 11 0-0T__VAr. 5010 5010 CO Z LL rn e� Z J 00 �o a 5005 �• % 5005 Iw _ G ADE Z LU V) .5 96 O c W _ _ \ LU 5000 N 5000 0. CO IRADF Q m - —u 4995 - 4995 4990 4990 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 31 Of 50 VERT: 1"=5' 72' ROW (MIN.) FLINT HILL DR 7' PKWY 7' PKWY ( ) (MIN.) 36' ROADWAY 5' 6' 6' 5' WALK WALK 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL z 0 ul m z o' O 0 co CONNECTOR LOCAL 2 W/ BIKE LANES 5 o ILM W RMHUM w 0 KEY MAP N.T.S. m DRAWN BRB LEGEND CHECKED DAP PROPOSED CONCRETE DESIGNED BRB PROPOSED PAVERS FILENAME 0009_Street P&Ps_Infra TRANSITION LINE BETWEEN PHASE D SET AND INFRASTRUCTURE SET NOTES: \O�p,DO.L�C RAISED �0 ,,,41x F + 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL c>�:.0pR RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED G PQ S TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. � o 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 0� '•Gam`, ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S/ONAL _ SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 39400 40+00 41+00 42+00 I 43+0 44+00 —I 45 00 I 46 00 46+53 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT FLINT HILL DR r SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. Y. t MINIMUM ALLOWABLE PAVEMENT SECTION PER `+' PRELIMINARY GEOTECHNICAL REPORT BY EEC: + ' ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN� THICKNESS(IN� ' . . ; .: LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. =t •"=: . �'�'�-'` =�" ^I 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED W TO A MINIMUM OF 95% PROCTOR DENSITY. z J 0 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. U. co 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, D O 5025 5025 ALL—WEATHER DRAINING SURFACE CAPABLE OF FLINT HILL DR. INFRASTRUCTURE PAVER SUPPORDES DESIGN TING OCAN NHAND ES. A IRE TE DRIVES IRUCK LOADING. ATING HIGH POINT- 50D997 _H_IGH_POINT_ST 39+25 �a+�ST =-39+47.3 5020 � C z 5020 F3111 ELEV-_- 5010.15 A.D. _— 2.15% LL 90 D 90 z --- — EXISTING _ > a. AIDE — 5015 C-, - - - 5015 z W LU .. .. 0 Lu � a 5010 5010 0. co KFIX START OF IMPROVEMENTS WITH INFRASTRUCTURE SET 5005 �, - _ _ GRADE 5005 o o m (0 II II 5000 5000 4995 4995 38+50 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V.1"=5' DATE JU LY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 32 of 50 VERT: 1"=5' 10' PKWY 80' ROW (MIN.) 10' PKWY N TIMBERLINE RD 38' ROADWAY (MINN )5* 6' MID.) 6# 51 WALK BIKE 8# 8' BIKE WALK (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) TRAVEL TRAVEL 0 F= ul a_ z cr_ MINOR COLLECTOR 5 LLI5; ILTJL LLI MAPLE HILL DF4 AND N TIME L11INE FID KEY MAP N.T.S. M DRAWN BRB CHECKED LEGEND DAP DESIGNED BRB PROPOSED CONCRETE PROPOSED PAVERS FILENAME 0009—Street P&Ps—Infra TRANSITION LINE BETWEEN • tiDO L PHASE D T AND / INFRASTRUCTURE SET NOTES: j 9E • 1z' 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. V 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL S, ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT TONAL IN TIMBERLINE RD SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 26+03 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 17+00—/+ 18+00 k19+00 0+06 a 21+00 22+00 23+00 24+00 25+00 26+00 SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. 7 . MINIMUM ALLOWABLE PAVEMENT SECTION PER J. PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 RAISED CROSSWALK 7 t 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 LU NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED z Im Lu TO A MINIMUM OF 95% PROCTOR DENSITY. D 0 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. c LL HIGH POINT ELEV = 5008.76 D 0 5020 HIGH POINT STA = 18+72.61 5020 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 1jv im 19-1-10.10 ALL—WEATHER DRAINING SURFACE CAPABLE OF R_\M41 M-5009.al_ N TIMBERLINE RD. INFRASTRUCTURE 3 o.-ry SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING K - 31.75-- PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 1 00! VIC NT-EL7-V-- 5004.t0— Co -tM-P0flqT-S7,k-=-21+18.08 PM--STA =' 22+47.94 < 5015 PM STA = 90+99 15 P\A FLFV-=: 5005-76 5015 cr) CC P\A ELEV---5003.50 —A.D,-= 0.68X— AX.-.D.—= _1(-­1'76.54 — * — EXISTING LL Q_ 7 - — 0 GRADE uj K - Z7.08 1-90-ow vc to p" +0 11,220.0 QJ LO > a. _L0 - 5010 M OR R in_ 5010 + 008 -M — Ln* + C04 0— >w — 1:6 mar zq 0— _C4 lLl Lu AA 1-IR% At n I ------I--- ��t >> Fiffs — -I— co M >> -Al PPIOP START OF IMPROVEIAENTS VA G RADE 5005 5005 TH u_ INFRASTRUCTURE SET I- — co C4 06 5000 — — — — — — 5000 < Amn w 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 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 JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 33 of 50 VERT: 1"=5' 51' ROW (MIN.) 6.5' PKWY 6.5' PKWY MIDDLE FARM WY (TYP.) (MIN.) 28' ROADWAY 5' 5' WALK 8' WALK (MIN.) 10' 10' PARKING (MIN.) TRAVEL TRAVEL z 0 I= ul m z o' O 0 RESIDENTIAL LOCAL KT8 w MOOS FAiMA Vff w Q KEY MAP N.T.S. m DRAWN BRB CHECKED LEGEND DAP DESIGNED BRB PROPOSED CONCRETE f • FILENAME ,. PROPOSED PAVERS 0009_Street P&Ps_Infra 1 k \ PDO.L/c } \ \ NOTES. . '" \ �•. �" �` 1 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL \ \ RECOMMENDATIONS PRIOR TO PAVING AND COMPACTED `````0IN GOB TRANSITION LINE BETWEEN '�:' r �.:` ``v O: . / PHASE D SET AND \ o \ TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. Q `0� INFRASTRUCTURE SET ,s `` ` .• �� \ \ o \ .. \ \ 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL S/ONAL ¢\ 18+1 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT \ SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER :y \ AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT `E FARM 18+ \ 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 15+00 \ THICKNESS IN THICKNESS IN LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 �RAISED cRosswAuc \ MINOR COLLECTOR 5.5 7.0� �v \ >�r \ 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED * TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 1 ` 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS UJ NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 0 J 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 55 0 5020 5020 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, IN--- -ELEV = 500& MIDDLE FARM WY INFRASTRUCTURE ALL-WEATHER DRAINING SURFACE CAPABLE OF . Q iiiGill POINT-STA = 15+51.3A- SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING M VI STX-= 15 Co + 0.99 — PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. W O� A.D.-�---321 5015 K . 5015 coLL Z rmn Z J Ld LOD� a 5010 + 5010 Z W m m 0 W �W Co � 5005 5005 ,2 e CIO START OF IMPROVEMENTS WITH INFRASTRUCTURE SET 0.312%- 5000 m — — 5000 EKISTI uG l —II AD N 4995 Lon Ln 4995 n W 4990 4990 14+50 15+00 16+00 17+00 18+00 19+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE JU LY 31, 2024 50 0 50 100 SHEET iiii scale HORIZ: 1"=50' feet 34 of 50 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 0 co ARTERIAL 2-LANE w N.M �DMN08 RQ GIDDINGS RD w Q KEY MAP N.T.S. m DRAWN BRB LEGEND CHECKED DAP ,.. .Q. DESIGNED PROPOSED CONCRETE gRg PROPOSED PAVERS FILENAME PROP. END C&G PROP. BIKE RAMP 0009_Street P&Ps_Infra - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMPROVEMENTS BUILT WITH CORE SET P��•��C .. STRIPING ,. NOTES: O i E R P . .......... : :.. ... 0 0 i.... _ 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL QQ�O�G'p0 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED : G P S 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 1 12+00 11+00 10+00 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. M N GIDDINGS — _ 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL �0� ......•••�,� ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT S�ONAU ~ — — — SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER w . . w - - AFT R SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 07 �.,..... ..... HEAVY-DUTY TRUCK ' - SECTION SHALL BE DESIGNED FOR TRAFFIC ON ALL SUBDIVISION ROADS. w - - - - - - - - - - - - - - _ - - - - - - - - - - -- - - - - - - - -- - - - - - -- - w _ — _: - --- - - - - - - - - - - - - - - - - - - - - - v I BIKE RAMP CONSTRUCTED START OF ROADWAY IMPROVEMENTS MINIMUM ALLOWABLE PAVEMENT SECTION PER WITH CORE SET TO BE WITH INFRASTRUCTURE PHASE. PRELIMINARY GEOTECHNICAL REPORT BY EEC: REMOVED o ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) I Q LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 w MINOR COLLECTOR 5.5 7.0 I Q ' 0 I C 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. W 4 AGGREGATE EXCE DING S COURSE SHALL SIX INCHESAND BE PLACED IN LIFTS NOT SHOULD BE COMPACTED Uj TO A MINIMUM OF 95% PROCTOR DENSITY. Z W 0 J 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. c V U. - O 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING Q 5010 5010 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. CO 06 GIDDINGS ROAD Q WOULD LIKE TO DISCUSS THE NEED co Ix Z FOR REMOVAL AND REPLACEMENT OF U. Q 5005 _ _PyLST_ - .99 EXISTING GIDDINGS ROADWAY WITH 5005 Z J MIA LEV 98.75 0; CITY STAFF. CENTERLINE ROADWAY > XD. _ . % M GRADING WILL BE DEPENDENT ON K = 13 ANSWER Q - - _ _ _ . .. 175.00' �W — — — — —— — — — _L_ -POINT V- - - - -$99.03 — — — 1A-POIN�STA- 1-3+97 70 E IS-TINGm m Z W UJI 5000 = - _ - - - GRAD - - - - - _ - - - - 5000 0 CO W N w Q w PROPOSE ov AD 0. CO 4995 .-c �- 4995 two ©- r- A -B€G I NCI N-G-O F-I M-P R-O-V-E- -EN-TS n- - S f,�1 w 4990 - - 4990 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 Z SCALE H: 1"=50' V: 1"=5' DATE JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 35 of 50 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 F- a_ LD u C/) U) 5; ARTERIAL 2-LANE PLT.a GIDDING DDIMN Fn KEY MAP N.T.S. m DRAWN BRB CHECKED DAP DESIGNED BRB A i I I I FILENAME 14. 0009—Street P&Ps—Infra LEGEND Pop L/ PROPOSED CONCRETE L — — — — — - - - `7 — — — — — — — — — — — — — — — — — PROPOSED PAVERS - - — — — — — — — — — — 77.: .14 rN LO NAU NOTES: F_ -21+00 -20+00 N LLJ e�29+00� 24+00 23+00 22+00 1 SUBGRADE TO BE STABILIZED PER GEOTECHNICAL Ld 27+00 26+00 25+00 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. Ld Ld Ld V) W 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER — — — — — — — — — — — — — — — — — — — — — — — — - - AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT UPON TIMING OF SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK 2 DESIGN OPTIONS )NCE FINAL TRAFFIC ON ALL SUBDIVISION ROADS. TY. OPTION 1 CGS ROADWAY MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: INSTRUCTED. 'RASE D CORE ASPHALT PAVEMENT AGGREGATE BASE ALREADY BEEN THICKNESS(IN) THICKNESS(IN) J2 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 LU Cj) SEE SHEET 31 MINOR COLLECTOR 5.5 7.0 z Im UJ D 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 0 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. V U. 0 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS > NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED C) TO A MINIMUM OF 95% PROCTOR DENSITY. Im CO CO 5015 5015 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. GIDDINGS ROAD cl) z 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, U. ALL—WEATHER DRAINING SURFACE CAPABLE OF z SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. > (L 5010 5010 < F_ F- u') z LU Lu Lu F_ 0 C0 Im 5005 w €XISTIN = 5005 0 R Du E (n MR= Lij — N w 0. CIO w (n (n p-OSEE—/ 5000 GRADE 5000 4995 4995 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+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 JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 36 of 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 z it o U U w ARTERIAL 2-LANE w N.M �DDDM RQ w Q KEY MAP N.T.S. m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME 0009_Street P&Ps_Infra _ _ _ LEGEND PLO LIc — - — - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - PROPOSED CONCRETE O ,.. . . .• .'..0'E s PROPOSED PAVERS 37+00 N GIDDINGS R D 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 w \gyp ••...•'••G� N NOTES: S�ONAU _ _ _ w 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL cwn RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED . ;'' :' :.::. TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. FINAL TIE OUT IMPROVEMENTS DEPENDENT UPON TIMING OF 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL _ ` — — CONSTRUCTION WITH PHASE D CORE SET. 2 DESIGN OPTIONS ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT WILL BE PROVIDED WITH NEXT SUBMITTAL ONCE FINAL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER FIDDLE CONFIGURATION IS ACCEPTED BY CITY. OPTION 1 I AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT WILL SHOW TYING BACK TO EXISTING GIDDINGS ROADWAY SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK WHERE THE NORTHERN ENTRANCE ISN'T CONSTRUCTED. I TRAFFIC ON ALL SUBDIVISION ROADS. OPTION 2 WILL SHOW TYING OUT TO THE PHASE D CORE SET WHERE THE NORTHERN ENTRANCE HAS ALREADY BEEN I MINIMUM ALLOWABLE PAVEMENT SECTION PER CONSTRUCTED PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 W MINOR COLLECTOR 5.5 7.0 Z M W 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 0 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. V U. - � 0 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5025 5025 NOT TO AEMINIMUMGOFIX INCHES AND SHOULD 95% PROCTOR DENSITY. COMPACTED Q GIDDINGS ROAD � CO5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. Q XISTI - c Z 5020 —GRADE 5020 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, U. Q ALL—WEATHER DRAINING SURFACE CAPABLE OF Q J _ SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING — R-0oE PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. -GRADE co a 5015 h M 5015 Z W W r Z7 + PVI-STy4-_ 1+G6.7 wCI) W m -PVI ELEV—50 r.83 r� = O .D.=-4.7 �0 N Q ��243 N o W 5010 M W 5010 0. (n -�7 m rn L - 04 0 5005 - 5005 rn- 5000 — 5000 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 ZSCALE H: 1"=50' V: 1"=5' DATE JULY 31, 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 37 of 50 VERT: 1"=5' z 0 F- C N CL Z U O GO Lo w 5 LLI w Q m DRAWN .°/ ep . •a BRB CHECKED /•, "-� DAP •'/ 'r� .•p .' ' DESIGNED Q ��K KEY MAP BRB !A. S�R 7RUC/( N . T.S. FILENAME 0009_HCP_Infra .� 130 ,R 0 _ , 13.00, .. . ' (�P. 0 L/ ♦:, /� •tom.`� .• r . • • \ G In A •O D' N 0. s D ' p ,`�(O • • ��C/ .: / .. 4�►Ate•,' lf. D ,✓IAP�E �-� ,.. ,,��: D ', A�/,F.O/ � , p, , e s �O ••••••• •G� ,•ALGA o0 ;!. _A �..e, .'6, p \ �l j e ' ...s :D.6e ��Q 0.\J \ •oO s .4. r V N m �,2 0. a•�,�E o ;1.;R • �=;.� � .:. o Rag ,o .R.; p:,.,:. '' ':.:'.' / .P o!:°. b Y o , ' ,p , • ,2" MOUNTABLE CURB AND GUTTER SECII ON MONTAVA PHASED _ ° P 'Q a :>' • 15.00' TRUCK a�._ I '! INFRASTRUCTURE ° - - ;... .. ' l « D> �'� APRON p CD s ,p. ,:• >' 7 11 n • Co� + 2" MOUNTABLE CURB R596' w c� r • AND GUTTER SECTION o W / P RAISED CROSSWALK . "6°..� TRACT A 4: ' R2, R604, 46880 SF oo . D. R6 A. $ O2 . b e CO ` F `.20. yea• M� HILL DR : o0 - _ �0\��� ��o_ rod , : ��• > Z OHO QQ.° co 6GY60o• e e CO D D / N s ,om o . CROSSWALK SED � � 0 • P . • co PA LL P ' ./ P '' e•. 'D se ,,. ,� O ., e > e. a ,.D ♦ ..4' D, 4.50 I ° �, Z W O /.A 1RU K 0 l BUS7FR / 4.s p' TRACT B P / B SCR `' 35442 SF Q Z MONTAVA PHASE D o -- W -_ TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 HAR I�/OOD 30 0 30 60 SCALE 1" = 30' �N scale 1"=30' feet DATE JULY 31, 2024 SHEET 38of50 � y0• r' : ° III �/ / \ O1Z 4.s P \ �oQ z o \ o �(;�; '��P�: 5�•� � III %/ / / z 40' N wp ll p0 p�90 B lop' I III l 11 wAUC � ` ° LLI 13 PED. CROSSING p All e \ • '° s A e • �O es / typo, a �,yoP m s \\ Q, �j ` \ 4Q r e DRAWN BRB °. A. :: CHECKED O DAP R60' D KEY MAP DESIGNED i BRB CR f " FILENAME D. N + T.S• E y \ DDD 3 0009_HCP_Infra 1.5' STANDARD C&G + ' , '•D. A. SECTION (TYP.) ..:o e> Pp0 L/� 1�1- •••• n V • 2' PAN o e At. P e n ♦ • r..P.. a. .r.D. • (V 2.5' STANDARD C&G SECTION (TYP.) _ — — S�ONAL \ .s s / - n'e P b / A 4 ^ ., / 13' PED. CROSSING ' \ .:, \ D. •_ .r \ � QO / / � � � R110' \ Pam^ D A. Q�g9 13' PED. CROSSING LU .B°t: • 4 + /� / cm ZA A� s -,0 C, .-A, t� 1� . ..A. :A I °'4 n r Q�O M 's O+ CO D D" .a r + .. ° Q RV a o .r eD CO A o ° ..i e. .,.. LL s P e z s s .s.. .b .. J, e'r °.'. 4 . n TRACT E 80719 SF \ D.. B s co Opa 0.Qa '' D MONTAVA PHASED R8o• �° �� INFRASTRUCTURE D •, S e D 5.00, p0 DD R55' ,p? o. 13' ePED. CROSSING p D \ : ° D + e 0 s 13' PED. CROSSING tA 4 P ► '° s. . 10, s 5.00' MONTAVA PHASE D .� / \ d TST, INC. � WALK \ � ' CONSULTING ENGINEERS �\ 748 Whalers Way D. s Suite 200 Fort Collins Colorado 80525 D. O + Phone: 970.226.0557 P 0 d •: .:'D: �.: yO' '°B. NO.JOB, \ o0 1230.0009.00 M 7.3.00, o SCALE 1,� = 30' B 30 30 60 '" scale 1 =30 feet DATE JULY 31, 2024 SHEET 39of50 I TRACT D I I I z 129773 SF O I cn o Ld • z it t Ld 5 ' LLI ARM 4 :q R1=72 , V1=17.95 MPH R2=100, V2=20.37 MPH R3=166, V3=24.77 MPH R4=50, V4=15.6 MPH R5=60, V5=16.72 MPH .� Q ARM 5 // R1=163 V1=24.6 MPH f. R2=72, V2=17.95 MPH A4 A / /• /'' LEGEND DRAWN EKO R3=100, V3=20.37 MPH = �.''. •• R4=115, V4=21.5 MPH / /•' / THROUGH PATH (R1, R2, R3) CHECKED R5=130, V5=22.5 MPH �'' /.•''� / DAP LEFT TURN (R4) DESIGNED / / .� /' •' // EKO / /•' // RIGHT TURN (R5) FILENAME r / ....... / X. . ...................... 5' OFFSET FROM FL 0009�AST PA1HJnfra \ / / FLOWLINE t • .. ............. '' ... S�4NAL E� • . ............ ARM 1 a �' :. R1=150 V1=23.82 MPH '°:,� . :.4. � ; a R2=110, V2=21.13 MPH :a d. R3=70, V3=17.75 MPH \ R4=115, V4=21.5 MPH ,a / � R5=50, V5=15.6 MPH '' •% '• a P `•MY, .. ..,�. d �:. ,,! i,.. i. TRACT E 80719 SF O Q a• a. • •+ ' •' ..4• • a• 'A D F— ARM 3 R1=115 V1=21.5 MPH CD LL R2=110, V2=21.13 MPH Q A. ' R3=70, V3=17.75 MPH COZ R4=115, V4=21.5 MPH LL Jd A. R5=40, V5=14.30 MPH Q Z ' — 'a • LU ARM 1 - � � � 1��! R1=70 V1=17.75 MPH > l" ...... .. . Z W LLI R2=92, V2=19.72 MPH / :• — _ \ 0 co J R3=142, V3=23.32 MPH A, o R4=53, V4=16 MPH R5=60, V5=16.72 MPH a a;. 0LL • ARM 2 R1=135 , V1=22.87 MPH • R2=55, V2=16.17 MPH i R3=100, V3=20.37 MPH A+ R4=117, V4=21.64 MPH R5=130, V5=22.54 MPH ' \ ..P ' .4" '.-q. : 3 .': TST, INC. CONSULTING ENGINEERS 748 Whalers Way 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' JU LY 31, 2024 feet SHEET 40 of 50 Z O C ��_ Z o' O u co CO w 5 W w Q / ' 1 DRAWN BRB CHECKED DAP DESIGNED _ KEY MAP B R B `i• ' \ // / N . T.S. FILENAME P \ _ _ D / 0009—Signage & StripingJnfra 3 / Pp0 L/c ...... END OF ROADWAY —3 OBJECT M OM4 MARK D MAPL 4 \ /0NA E� E \\ D \ 2 a E - \ ° 4 .b .. p. p �` g��•= — — — SIGNING LEGEND B .D °, .a p Dom'._e a > INSTALL 4' PVC SLEEVE 2 FEET BACK FROM NOSE OF MEDIAN TO ENCASE R4•-7 KEEP RIGHT SIGN 24"X30" AND OM-3(L) OBJECT MARKER SIGN 12"X36" P- e 1, Il D a 4 y D. 5 D° D © R1-2 YIELD SIGN 36"X36"X36" B B © R6-4A ROUNDABOUT DIRECTIONAL SIGN E --_ ---- TRACT A C 4 O W11-2 PEDESTRIAN WARNING SIGN AND Lu 1 P W16-7P DIAGONAL ARROW PLAQUE. 46880 SF MONTAVA PHASE D — C � 4 - � r D INFRASTRUCTURE S TR U P . a 3 QE D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXITS INFRA `__',���' a •D : > ` . °^ ° 5 OF TYPE III BARRICADE WITH R11-2 "ROAD CLOSED" SIGN D MAPLE HILL DR D D°. B E - \ 4 ° ° P b— _ e _ STRIPING LEGEND Im CO 4 _ \ / cf) Im Z o ° P 4" SOLID DOUBLE YELLOW CENTER LINE LLQ o PRE—FORMED THERMO— PLASTIC ARROW AND > W eD ° D ' e Q2 h f► /� TEXT MARKINGS Q 0 / / _ H 4 � PRE—FORMED THERMO PLASTIC CONTINENTAL Q 3O M M M BARS (12" WIDE, LENGTH VARIES) Z W Z MONTAVA PHASE D / g�� D p / TRACT B PRE—FORMED THERMO—PLASTIC YIELD SHARK 0 CO 35442 SF 4 ••••••••••• TEETH Q 11 O O O O O O O O 0 PRE—FORMED THERMO—PLASTIC ELEPHANT FEET a. A - Z TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 NAR gypOD LN 30 0 30 60 SCALE 1" = 30' scale 1"=30' feet DATE JULY 31, 2024 SHEET 41of50 nD \ II CL p Ld \ \ 2 D �D \ \ \ E \ 14J v 2 \ �\ D p° o \ a `� \ � B % ° Da 2 D ° D D�,D �� ° D \ 2 E D m D1> j DRAWN I 4 F D BRB° D ° D D I D C \ C \e\ ° CHECKED DAP ° � D - - - - KEY MAP DESIGNED D BRB N .T.S FILENAME _ — — 0009—Signage & StripingJnfra \ / ' — — pp0 L/� /ONAL / ° n \ / \ AIN MAPLE HILL DR s — — ♦ D° ° D \ , / / SIGNING LEGEND ° a p a ° ° ° INSTALL 4' PVC SLEEVE 2 FEET BACK FROM NOSE OF MEDIAN TO ENCASE R4-7 KEEP RIGHT SIGN 24"X30" AND OM-3(L) OBJECT MARKER SIGN 12"X36" 4 v /�\ \ © R1-2 YIELD SIGN 36"X36"X36" 2 /\\ / \ © R6-4A ROUNDABOUT DIRECTIONAL SIGN / \ D W11-2 PEDESTRIAN WARNING SIGN AND W W16-7P DIAGONAL ARROW PLAQUE. 2 \ °o �\ \ D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) Z z C 2 D \ \\ OF TYPE III BARRICADE WITH R11-2 "ROAD CLOSED" SIGN 0 E a \ \ a. F \ \ cc / D F_ D D. \ STRIPING LEGEND m Cl) TRACT E D° D C \ C \ D \ \ co) Z 80719 SF °\ \ \\ \\ O 4' SOLID DOUBLE YELLOW CENTER LINE L Q \ \ - 4 QQ D L \ \ PRE—FORMED THERMO— PLASTIC ARROW AND W 2 \ \ \ O f TEXT MARKINGS \° D° 2 Q44 Z ° \ \ \ \ PRE—FORMED THERMO—PLASTIC CONTINENTAL ° p Pa° a \ \\ \ \\ 30 BARS (12" WIDE, LENGTH VARIES) Z W Z MONTAVA PHASED D \ \ O ('3 INFRASTRUCTURE E 2 \ \ \ PRE—FORMED THERMO—PLASTIC YIELD SHARK ° ° 44 \ \ \ \ ® ........... TEETH PRE—FORMED T HERMO—PLASTIC ELEPHANT FEET 2 2 \ \ \ \ o \ \ \ D \ \ \ D D MONTAVA PHASED TST, INC. / CONSULTING ENGINEERS 8 Suite 200aFort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. \ A / 1230.0009.00 30 0 30 60 SCALE 1" = 30' scale 1"=30' feet DATE JULY 31, 2024 SHEET 42of50 1.46 \ \ \ \ \— \\\ \� \ \ \ \ \ \ \ \ DDINGS �I� \ \ �— \ \\ \ \ \ — IL48.9 0.19 C2-2 1k 0 z C2-11 84.53 81.95 1k > N I �� \0 LLI 0.20 �:..... \�, C2-5 (OFFSITE 1) 0.06 C2-9 -�OO GIDDINGS- 1.45 100.00 48.91 C2-3 C2-4 r �— \ \ l I \ \ \ \ \ \ �\\ \ \ < L 0.06 m '00 C2 0 C2- 100.00 00: DRAWN BRB CHECKED /28.89 DAP OFFSITE 2 DESIGNEDBRB IN 0_01/ FILENAME D.86 0009 Drainage—Infra R- �q C2-7 C �0 .68 )NAI- 66.24 <, LEGEND m wr X = AREA (ACRES) 71 )l AB—C = BASIN NUMBER -4 ,zze •��► / — — � — •--_ Y = IMPERVIOUSNESS 100011, EXISTING STORM SEWER 0.5 5 PROPOSED STORM SEWER �, � C2 16 7 9 / \ � � \ � �''S� t: . ``t,_ � �\ .s, s;. �-u`•a ',..ST,' ,.., � q• � �'� 78.62 � J2 1 / � \ \ � — PROPOSED BASIN BOUNDARY PROPOSED CONTOURS 4/ N, V& EXISING CONTOURS'110/0 FLOW DIRECTION 2.31 D j CO Cf) LL 0 or 5.06 14, 1 KI—I FUTURE 2) co 5 49 m G1_1 ■ "# \ v6 G1- 7 .6 MODIFIED INTERIM SWALE POND / k I `s °` wl W!;mli 4w 1� IF( Jt T, A 1_7'__1 iF \ I -� : ��( TST, INC. /_ \ � '\ \J I- I � CONSULTING ENGINEERS 748 Whalers Way X_� I'-- \ ­ x N I--, Suite 200 Fort Collins Ll Colorado 80525 V Phone: 970.226.0557 JOB NO. 1230.0009.00 VI i V \ / /, SCALE i 100, ,. \ \\\�` \ � \ / �- �,� •, , 'fir,_ \ � � - _•,� I I� I < / / / DATE J 100 0 100 200 ULY 31, 2024 scale 1"=100' feet SHEET '�-r. 43 of 50 _>< 8' B b/2540" L=10'-0" L=15'-On B.. * FOR LENGTH 110 FT.OR MORE,PROVIDE BARRIER INLET GENERAL SHEET 2. PLAN POE DIMBENSIONS D E GLASS A BEDDING CLASS B BEDDING 11-4 16-4 `T 2 FT 7 INt— 409 AN ADDITIONAL MANHOLE RING AND COVER. 2 s a9 J I.. TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED MAINTENANCE ACCESS AT BOTH ENDS WITH CURB FACESEE N. 409 409 5'TRANSITION z za ~I �- - - - - - - - "71CUT REINFORCEMENT BAR ACCORDINGLY. A 403 r A WHEN A TYPE R a 45 74 36 a7 73 24 601 503 601 601 INLET IS USED WITH - - E za 54 97 49 ♦STATION POINT AT MIDPOINT MOUNTABLE CURB AND 30 a3 96 60 -I 5 IN. T LOWER LIMIT OF LOWER LIMIT OF „ 403 OF INLET ALONG FLOWLINE GUTTER 5 FT.TRANSITION s6 a 37 97 71 F _1 F 12 IN. MIN. 12 IN. MIN. 35 , TRENCH WALL TRENCH WALL 3 RODS 5 RODS ENDS OF 8 C BEAM SHALL OF SHALL TI CONSTRUCTED. 46 ? z6 98 88 M!o Is EAwSN ED 3o7HROD�UGSSHALr SLOPE I SLOPE I 0 MOUNTABLE L 1 FACE OF 8"O.C. IN 10' IN 15' 3" CLR. TRANSITION SHALL BE PAID CURB FACE sa 3s 700 90 T CURB INLET INLET FOR AS CURB AND GUTTER. MOUNTABLE No ATE DENSELY ~ CURB CURB AND GUTTER 21 9e 96 COMPACTED DENSELY 21 95 108 WITH COAL-TAR EPDXY PAINT OR APPROVED EEOU EQUAL, G D + __ + _ _ + _ _ _ PIPE�O.D. COMPACTED PIPE�O.D. Z � TRANSITION CURB MATERIAL + MATERIAL + I 0 w - -- _-- - - - - - - - FCC -f- B E 60'Max -in, �30" 301, 30" 30" 30" MEET SHAPE T NORMAL BARRIER I �� DIRECTION 3",EACH END CURB AND GUTTER HERE. ♦- FOR A V-0" PAN SLOPE 2" PER FT. IF "' ,.ONE 1/q DIA.RODDIMETERV 1 `d. - 30 IN 1 4 PIPE O.D. VIIZIA WIN 5'INLET OF FLOW ♦ DIA. IN. - 42 IN. / COMPACTED SEE CHANNEL LAYOUT ON SHEET 2. 2'-0" 4'-4" AIN. - 60 rN. 3000 P.S.I. 4 Ir•l PIPE O.D. + 8 INS CONCRETE GRANULAR 1/8 PIPE O.D.—I 3 INLET PAY LENGTH I 3' 8" _ — LO I IN of 1 IN MATERIAL j } IA HOEFs 1/8 PIPE O.D. OR 4 IN. MIN. TRANSITION TRANSITION „ 8 C8.5 II/4" SLOPE 2% TO GUTTER D - CONCRETE JOINT GUTTER B PLAN VIEW GUTTER 1/2 ♦�4 .4 BOAR 11/4 R 409,8 O.C. I E E FASTENER. OR 6 IN. MIN. FLUSH WITH 1"LEG THD. 4 ♦SLOPE=1"/FT. 601 SECTION X—X END VIEW CUT OFF OR BEND BARS TO CLEAR MANHOLE L=T-O" L=10'-0" �L=15'-011 3" CURB FACE 31/z .° 2" R END SECTION FOR REINFORCED CONCRETE CLASS C BEDDING ROCK EXCAVATION 409 601 503 409 409 409 (TYPE 2-SEC. I I MANHOLE 1+ D D 8 6" INLET STEPS CIRCULAR PIPE TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 8,, 403 403 403 403 2' CLR. REQ'D.FOR ALL _ — 601 2" CLR. I °' 7" 503 H >3'-0" F 1 F � 3" CLR. 401 601 601 601 601 6 (�4) 4.1 501 1 0 o Q 401 0 401 0 401 (/4) I 2:1 51/2" O.C. 5/z" O.C. F F - 3" CLR. D.C. o 2:1 " 408 PLAN E LOWER LIMIT OF LOWER LIMIT OF p D L=5' Al H Ham' Hg' , 1/Z PIPE SPACER 12"O C PLAN E TRENCH WALL 12 I IN. TRENCH WALL t2 IN L=IT OR 15'^HS5' ° 9„ D.C. o °.' ° AND 11/4"LOCK NUT 16" MAX. SLOPE NI M SLOPE N. M 1 8 0 9" D.C. TYP °, D' D' D' 3"CLR. 3" CLR. DENSELY m �407 `407 8 o e ° :° - - COMPACTED UNIFORMLY PI D- - --- - --- - f i 0 0 o �� - IBC��B I 1 MATERIAL PIPE O.D. GRADED ROCK OR PE 0. . D D D B WALL (TYP.) RISE all 407 8"WING rL A 1/4 PIPE O.D. 1 COMPACTED DRAWN 407 403 403 p' ° , 1 SELECTED GRADED 403 401 403 9" D.C. - - - - - - - } BRB � D D D D . D -• D • -- A 1 lei • \•\ � �p lI/q"DIA..x 24" .DIAMETER TEMPORARY 4071 RF4—SPAN-1� � D � � GRANULAR MATERIAL - AROUND D•\ D A ° HOLE FOR DRAINAGE AGEGRADE L 11400.C. 11 4o1C a01 - SPA 12" p. p � D p 2" ALL D GALV.STEEL ROD 11" O.C. 9�� D.C.O A COMPACTED CHECKED 2 s o.c. SECTION F—F END VIEW10 EMBEDMENT l - D�I GRANULAR 1/8 PIPE O.D. 6 IN. MIN. DAP 405 406 405 406 405 406 (TYP•) ELEVATION OR A MINIMUM MATERIAL OR 4 IN. MIN. 6" D.C. 6"O.C. „ EQUIVALENT --0I 0(IN.) DIMENSIONS EQUIVALENT NOMINAL IN. DIMENSIONS DESIGNED SECTION F—F DIAM.LAR BRB 3 x3 x/e PLATE SHALL BE PLUGGED WITH 403 ON.) SPAN RISE 1 B c D Il'-8" I6'-8" rr r 3 r ROAD BASE.THE HOLE I�, , _ _ END vlEw clRaa UNSTABLE SUBGRADE SUBDRAIN DETAIL CONCRETE BEFORE 9° O.C.�� aRCUEAR ( ) 0 '6 zz 9 112 �9 33 SECTION A-A REGULAR INLET ACCEPTANCE OF THE - DIAM. (IN.) SPAN RISE A B C E 36 43 27 11 1/6 i5 FILENAME CURB FACE ASSEMBLY 42 s0 31 5 3,1 36 D C D INLET. 39 TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED *PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE. 38 24 9 1/2 54 a8 58 36 21 60 36 0009_Details_Infra C L=1D'-D° L=15'-0' 45 29 11 ,/8 60 54 65 40 25 1/2 50 36 601 503 502 502 504 502 2"ALL AROUND 53 3a 5 3/a 60 60 72 4a 30 60 36 96 1 ♦ 409 501 409 409 se zs 112 60 72 Hs 31 60 39 9s zo :�;X LOWER LIMIT L yl VTRENCH WAL� 6" � � sot �� �� - END SECTION FOR REINFORCED LOWER LIMIT of SLOPE 12 IN. MIN. END SECTION FOR REINFORCED CONCRETE ARCH PIPE TRENCH WALL PQO L�C 413 403 - DENSELY °o 000°00° Oo o Oo oO o0 ••••••• 32" aos 403 CONCRETE ELLIPTICAL PIPE SLOPE + �0000 a0000 °00-w o°oo°o O . COMPACTED o0o a o000° 000 0 00o O� • P BACKFILL o 0 oD o 0000 • 403 � T � o00 o Ooo Ooo o Oo= •CONSTANT 413 I 5'-0° MIN.0.5% SLOPE COMPACTED o 0 000 0°°°o •3" CLR. I 412 Do o V 403 CONSTANT L► 4 GENERAL NOTES: GRANULAR OR 9' O.C. 407 08 3'-4° REVISED CDOH M 603 10 UNIFORM GRADED GRAVEL og°o0°o oo°Oo° • P` �`v 401 8" _ 406 405 3" CLR. l 413 6" O.C. 6" O.C. CONCRETE END SECTIONS ARE TO BE MATERIAL FILTER Oo°°o o° O000°o000 �`O�\G GQN� H >5' 411 412 " 4 IN. MIN. °o°O o°000 00°0 �1 • 42, FURNISHED WITH TOUGE OR GROOVE AS o 0 0 00 0 0 0 0 00 0 Q 413 0 0 0 0 0 0 o v° \' • 403 410 411 412 SECTION B-B REQUIRED. o00000°Oo°o 00°°o°o o°o°°o° 6 IN. MIN. PERFORATED oR o O o O o O o 0 �O VARIABLE C D C D END VIEW INSIDE CONFIGURATION AND JOINT OF CONCRETE o 00 0° 00 o°O°o0 0 00 SLOTTED PIPE FILTER • C� END SECTION AND PIPE SHALL MATCH. 1 1/2 IN. } MATERIAL S/ANAL 6 '6 '6 NOTE: MANHOLE RING AND COVER,STATION POINT a. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ROCK 2"CLR. NOTES: 405 AND OUTFLOW PIPE SHALL BE LOCATED 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 IP O.C. ARE MECHANICALLY LOCKED TOGETHER. END SECTION BROKEN CONCRETE, ETC. WITH DROP BOX N H>5 FT. SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) LENGHTS, WHEN USED, WILL BE INCLUDED IN THE (IF REQUIRED) 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 ® CDOT HQ,3rd Floor M-604-12 Last Modification Date: 07/31/19 R-X �/ Denver, 0 80290 TYPE R Standard Sheet No. I of 2 CKY.0 f CITY OF APPROVED: DETAIL �pf CITY OF APPROVED: DETAIL Detailer Initials: LTA R-X Phone:303-757-9021 FAX:303-757-9868 ■ FORT COLLINS ■ FORT COLLINS �j��.} n STORMWATER �,.} w' STORMWATER Project Develo ment Branch JBK Issued b the Project Development Branch:Jul 31 2019 Project Sheet Number: 6 ` diiI s UTILITIES DATE: O1/31/O1 Fo1 `Cdiins UTILITIES DATE: 1/12/00 CAD Ver.: MicroStation V8 Stole: Not to stole Units: English R-x J P v i P v i /"y FORT CoUJI co. CONSTRUCTION DETAILS D — 15 /"�� FORT COIJJNS, co. CONSTRUCTION DETAILS D — (970) 221-6700 DRAWN BY: NBJ (e70) 221-6700 AWN Y: SKC WIRE SCREEN CONCRETE BLOCK (APPROX. 1/2 IN. MESH) o. a FILTER FABRIC W STEEL OR WOOD POST O � J _ � a � v d � � Q A (APPROX.GRAVEL FALTER 3/4 . DIA.) BACK FILLED TRENCH M CO Z AREA INLET I I iii O WITH GRATE —�I — Co LL � Q V ° FILTER FABRIC ATTACH SECURELY TO Q c STEEL OR POST WOOD POST Z LU CO a COMPACTED BACK FILL RUNOFF 0 A GRAVEL FILTER I=1II=1II=III=III PLAN VIEW III- 4PINR0X14AIN.LTRENCH =1 i I_ � OVERFLOW WIRE SCREEN II III-I I 1=1 I —III I I I—I I —I I I—I 11- �a -III-III-III- I-III-II-I I 1-_I 10 IN. I I I=III=III-III 11-III-III-III-III-I I I-I I GRAVEL FILTER MIN. _I I I,�IIII=III= III-III-III-III-III I I 1=1 A-1 ❑ ❑ ❑ ;III=III I I=1 1=1 =1T1=I III- III-III-III III RUNOFF 1=I 11 I I-III-III-III-I' �.- ❑ ❑ ❑ '11= III-III=1TI-1 j I_ 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 CITY OF APPROVED: DETAIL �pf CITY OF APPROVED: DETAIL FORT COLLINS STORMWATER �} FORT COLLINS STORMWATER C�l�ns UTILITIES DATE: 01/03/01 0 `C0���11$ UTILITIES DATE: 12/27/00 /""�� FORT COLLu1s, CO. CONSTRUCTION DETAILS D — 24 /"`�� FORT COLLINS, co. CONSTRUCTION DETAILS D — 28 (970) 221-8700 DRAWN BY: NBJ (e7o) 221-6700 AWN : NBJ 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 JULY 31, 2024 SHEET 44 of 50 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 0 ALTERNATIVE TO STEPS ON BANKS ABOVE CREST: Cf) IL DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIONS CREST LENGTH, CL 1. SEE PLAN VIEW FOR: 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. Z y -LOCATION OF CHECK DAMS. WITH GROUND SURFACE: AVOID GAPS BETWEEN GABIONS MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 0 v SECTION 8 -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 7) o B TYP.) D SECTION -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). EROSION, AND PERFORM NECESSARY MAINTENANCE. A LENGTH L Lv (1 6 2. CHECK DAMS INDICATED ON INITIAL SWMP SHALL BE INSTALLED AFTER CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN [if 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 Y (MIN) 1�, � HEIGHT 1'6" DOCUMENTED THOROUGHLY. COMPACTED rs �.. " 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FOR THE D BACKFILL, " . .. , ry` Ai APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12") 1 <a 6 TYP (1'6" MIN) 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON '(TYP.) '"." -,� � '"�7-� OR TYPE L (D50 9"). - DISCOVERY OF THE FAILURE. CHANNEL GRADE COMPACTED UPSTREAM AND TOP OF CHECK DAM 4. RIPRAP PAD SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1'. ROCK FILLED GABION 4. SEDIMENT ACCUMULATED UPSTREAM OF REINFORCED CHECK DAMS SHALL BE REMOVED AS DOWNSTREAM q BACKFILL HOG RINGS MIN. BURY 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 (T•P) DEPTH 1'6" ADJACENT GABION DEPTH IS WITHIN Yz THE HEIGHT OF THE CREST. Ld OF THE CHECK DAM. CHECK DAM ELEVATION VIEW 5. REPAIR IN THEREPGABE REINFORCED EIN OUCEDDRCUTCK DAMS WHEN THERE ARE SIGNS OF DAMAGE SUCH o CHECK DAM MAINTENANCE NOTFS REINFORCED CHECK DAM ELEVATION VIEW 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 GRADE MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 1' 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 3' D50=6" RIPRAP 7. WHEN REINFORCED CHECK DAMS ARE REMOVED, ALL DISTURBED AREAS SHALL BE m FLOW MIN. EROSION, AND PERFORM NECESSARY MAINTENANCE. I I ENCLOSED IN GABION 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 EXCAVATION TO NEAT 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1'6' LINE, AVOID OVER-EXCAVATION, EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FLOW MIN (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) BRB (TYP.) DOCUMENTED THOROUGHLY. CHANNEL GRADE 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 050 = 12" RIPRAP, TYPE M OR DISCOVERY OF THE FAILURE. COMPACTED BACKFILL `� GEOTEXTILE BLANKET DIFFERENCES ARE NOTED. TYPE L D50= 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 S -LOCATIONS OF CHECK DAMS. 6. WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE FLOW - CHANNEL GRADE COMPACTED BACKFILL. DISTURBED AREA SHALL BE SEEDED AND MULCHED AND COVERED WITH -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). 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 (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM �P•••••• LINE, AVOID OVER-EXCAVATION •• (T YP') NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. LAND-DISTURBING ACTIVITIES. ��:•`�.PN ��P�' 0� 050 = 12" RIPRAP, TYPE M OR • Q. � '`� 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 MAJOR DRAINAGE, VOL. 1 FOR DIFFERENCES ARE NOTED. WITH A WIRE "HOGXIMUM RINGSOATNING 4" SPACINGON OF OR OTHER AND A APPROVEDNIMUM MEANS WIRE SHALLTHICKNESS USED AT ALL •\ \G 0\S� GRADATION) cr SECTION B GABION SEAMS AND TO SECURE THE GABION TO THE ADJACENT SECTION. Q�\oo�G �•��U SPACING BETWEEN CHECK DAMS SUCH THAT 4. THE CHECK DAM SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1' 6". \0� ••G� q A AND 8 ARE EQUAL ELEVATION \ ••••••• \ J5. GEOTEXTILE BLANKET SHALL BE PLACED IN THE REINFORCED CHECK DAM TRENCH CNN- B EXTENDING A MINIMUM OF 1' 6" ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE REINFORCED CHECK DAM. CHANNEL GRADE PROFILE ell '�` 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) LU Zcc CO 0 a SR co SURFACE ROUGHENING INSTALLATION NOTES S T D LU 1. SEE PLAN VIEW FOR: RIPRAP, TYPE M (D50=12") TYP.SMALLER ROCK I Q TRACKING OR -LOCATIONS) OF SURFACE ROUGHENING. SIZE MAY BE ALLOWABLE FOR SMALLER TRAPS IMPRINTING IF APPROVED BY LOCAL JURISDICTION Q 2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED ' GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY R RT F P O EARTHEN BEM FORECASTED RAIN EVENT. TO � � O 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. CIO 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. 5. A FARMING DISK SHALL NOT BE USED FOR SURFACE ROUGHENING, FLOW M TRANSITION EXISTING g > SURFACE ROUGHENING MAINTENANCE NOTES FLOW - CHANNEL INTO W SEDIMENT TRAP a Q 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. - 7 6" MAX MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 2 1 MAX. POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE LU CO EROSION, AND PERFORM NECESSARY MAINTENANCE. O z 2:1 MAX. co FURROWS 2" TO 4" DEEP 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN c O EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 2" TO -1� 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 ROUGHENED ROWS SHALL BE 4" TO 6" MIN. RIPRAP, TYPE M MAY 2") TYP. 4" TO 6" DEEP WITH 6" MAXIMUM SPACING PARALLEL SMALLER ROCK SIZE ZE MAY BE 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 JULY 31, 2024 SHEET 45 of 50 Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) SEDIMENT CONTROL LOG INSTALLATION NOTES 4' MAX FOR TRENCHED SCLs A SCL A S C IL 10' MAX FOR COMPOST SCLs 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. z z 9�" x 15" x 18" (MIN) 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR F- 9y" x 112" x 18" (MIN) WOODEN STAKE VERTICAL SPACING TO ANY UPGRADIENT LAND-DISTURBING ACTIVITIES. (n IL WOODENSTAKE VARIES DEPENDING Z ON SLOPE 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT v/) 8" DIAMETER (MIN) COMPOST _ FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, N o 9" DIAMETER (MIN) SEDIMENT CONTROL LOG �T\ HOLES AND OBVIOUS WEAR. W SEDIMENT CONTROL LOG 3• 10' M _ O_ ON CENTER MP.; NOTES: 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. CENTER T HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. t.THIS DETAIL IS FOR b "t��NOTES: FLOW ----fir DIAM. USE WITH SEDIMENT 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO Ys DIA ��� / / SC �! CONTROL LOGS THAT a `�' i- A DEPTH OF APPROXIMATELY V3 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS FLOW OF SCL DIAM. / / 1.LARGER DIAMETER ARE A MINIMUM OF SEDIMENT CONTROL G CONTINUOUS SCL DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO GS MAY NEED TO 8 LB/FT / r AT PERIMETER OF DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST CONSTRUCTION SITE LO .r Y y y / �r r r r EMBEDDED DEEPER. > / / / r / 2.PLACE LOG AGAINST STAKING. COMPOST LOGS THAT ARE 8 LB/FT DO NOT NEED TO BE TRENCHED. F SIDEWALK OR BACK OF 2.PLACE LOG AGAINST CURB WHEN ADJACENT SCL-3. SEDIMENT CONTROL LOGS TO CONTROLLd SIDEWALK OR BACK OF TO THESE FEATURES. 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR CURB WHEN ADJACENT SLOPE LENGTH FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY o TO THESE FEATURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTEDI ROLLER PACTED INTO OWNHIE SHAPE N PLACE,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 m CENTER STAKE IN CONTROL LOG 3" 9" DIAMETER (MIN) COMPOST DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A SEDIMENT CONTROL LOG MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF DRAWN COMPACTED EXCAVATED 3" 9" DIAMETER (MIN) BLOWN/PLACED FILTER THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST TRENCH SOIL SEDIMENT CONTROL LOG MEDIA OR SOIL LOGS SHOULD BE STAKED 10' ON CENTER. BRB Ys DIAM. SCL (TYP.) FLOW —= FLOW -- *- SEDIMENT CONTROL LOG MAINTENANCE NOTES CHECKED '<r�r,R✓����` � r DAP 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS DESIGNED 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE BRB EROSION, AND PERFORM NECESSARY MAINTENANCE. FILENAME SECTION n 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 0009_Details_Infra SECTION A COMPOST `_SEDIMENT CONTROL LOG EFFECTIVE DPT OTROUG CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE TRENCHED SEDIMENT CONTROL LOG 12" OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DO LAC (MIN.) DISCOVERY OF THE FAILURE. �LP�..... 12" OVERLAP 1Y2" x 1l§" x 18" (MIN) O��•�p,N WOODEN STAKE 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS V:•� QQ�Q�G`�Q (MIN.) NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED t3�" x 1}Z" x 18" (MIN) SEDIMENTS IS APPROXIMATELY )¢ OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. P �� WOODEN STAKE 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CON STRUCTIO N.COMPOST 9" DIAMETER (MIN) FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE Q ��� •.�:\��/ T � T � � SEDIMENT CONTROL LOG AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH 9" DIAMETER (MIN) TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY SEDIMENT CONTROL LOG LOG JOINTS THE LOCAL JURISDICTION. S�ONAL LOG JOINTS (DETAILS ADAPTED FROM TOWN OF PARKER. COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO, AND CITY OF AURORA. COLDRADO, 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 LU Zcc CO _ � a VTC TC S2 V � W W VTC/ VTC/ > > LU DITCH TO CARRY CM V I T R 20 FOOT WASH WATER TO (WIDTH CAN BE SEDIMENT TRAP LESS IF CONST. q OR BASIN ico Z VEHICLES ARE PUBLIC / PHYSICALLY ROADWAY / / O CONFINED ON BOTH SIDES) "aY DISTURBED AREA, Co SIDEWALK OR OTHER 50 FOOT (MIN.) STABILIZED STORAGE AREA v♦ CONSTRUCTION SITE, PAVED SURFACE LL NOTE: WASH WATER --_ _ �0� MAX, OO O � OR STAGING AREA U MAY NOT CONTAIN Z CHEMICALS OR SOAPS EXISTING 12' IN M WITHOUT OBTAINING PAVED CONSTRUCTION MATS, WOVEN OR TRM A SEPARATE PERMIT WASH RACK ROADWAY Q f 50' MIN g" (MIN.) z LU co 1 .*-0.. 1 67" MIN. O CO PUBLIC UNLESS OTHERWISE SPECIFIED ROADWAY BY LOCAL JURISDICTION, USE REINFORCED CONCRETE RA K 18" MIN 4. CDOT SECT. #703, AASHTO #3 (MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE �pQ Q SPI STAKES COARSE AGGREGATE OR 6° GUARD FOR CONCRETE RACK) �`� G�' MINUS ROCK �O�? �P4 NON-WOVEN GEOTEXTILE FABRIC SECTION A `LO�O,��G1�`' TRM END OVERLAP WITH BETWEEN SOIL AND ROCK } p�J,� �' SPIKES OR STAKES �0 a� CONSTRUCTION MATS, WOVEN o Q p�CQ OR TURF REINFORCEMENT STRAP UNLESS OTHERWISE SPECIFIED BY LOCAL 0 G���o�� MAT (TRM) CONNECTORS INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH o OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE > CONSTRUCTION MAT END OR 6" MINUS ROCK 9„ (MIN.) WASH RACK d RESTRICT CONTT. VEHICLE OVERLAP INTERLOCK WITH c� ACCESS TO SIDES OF MAT STRAP CONNECTORS zco a a r a ° T W 20' OR AS REQUIRED NON-WOVEN GEOTEXTILE TO ACCOMMODATE FABRIC ANTICIPATED COMPACTED SUBGRADE SECTION A TRAFFIC WIDTH CAN BE LESS IF I CONTT. 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 LTRM) 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 JULY 31, 2024 SHEET 46 of 50 SM-4 Vehicle Tracking Control (VTC) SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) SILT STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES �..� INLET GRATE FENCE ZO - - 1. SEE PLAN VIEW FOR CnAREA Z -LOCATION OF CONSTRUCTION ENTRANCES)/EXIT(S). A U -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, SEE ROCK SOCK DESIGN SEE ROCK SOCK DETAIL INLET - U) CONSTRUCTION MAT OR TRM). ROCK DETAIL FOR JOINTING ROCK FOR JOINTING SILT Cn Ld SOCKS 2� 16" CINDER 16" CINDER SOCKS T SHEET FENCE I j 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE BLOCKS FLOW USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) g R_. �- BLOCKS ROCK SOCK ? ECB 2;1 MAX � WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. FLOW -- 0 _ 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS 2"x4" WOOD STUD c ? -�- 1 1' MIN WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. . MIN ; >3 AREA 2' MAX CURB INLET ECB INLET 4 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND 2N4" WOOD - SECTION A - L CONCENTRATED DISTURBING ACTIVITIES. STUD ROCK FILTER FLOW OR ROCK SOCK 5, A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED IP-1 . BLOCK AND ROCK SOCK SUMP OR ON GRADE (USE IF FLOW corlsrRucnoN ENTRANCE/EXIT PRIOR TO THE PLACEMENT of ROCK. INLET PROTECTION IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION IS CONCENTRATED) a 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. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 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. 2. WHEN USING FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH DRAWN 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 MINIMUM Of 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA. CHECKED DOCUMENTED THOROUGHLY. SF DAP TWO CURB SOCKS APPROX 30 DEG. BLOCK AND ROCK SOCK INLET n INLET GRATE 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON o PROTECTION(SEE DETAIL IP-1) U_ � o 0 0 o DESIGNED DISCOVERY OF THE FAILURE. _II' SILT FENCE (SEE SILT BRB �SFJ FENCE DESIGN DETAIL ) o 0 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED FILENAME ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. CURB SOCK .. 0009-Details-Infra 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND FLOW a ° a AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED _ DOWN STORM SEWER DRAINS. `+ IP-4. SILT FENCE FOR SUMP INLET PROTECTION STRAW BALE (SEE STRAW 0 NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. S' MIN 3'-5' rYP. Op CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN BALE DESIGN DETAIL) O�P••••••C DIFFERENCES ARE NOTED. • N �, (DETAILS ADAPTED FROM CITY OF BROOMFIELD. COLORADO, NOT AVAILABLE IN AUTOCAO) 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 `\vo G • 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES Q` • F •�� 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. AT A MAXIMUM SPACING OF 3 FEET. STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES \Q ••••••••\� 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 O �\ 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. NMI- 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 IP-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 cc CO CO El A SIGN P GENERAL INLET PROTECTION INSTALLATION NOTES CWA CWA MAINTENANCE NOTES Z CIP Fo 1. SEE PLAN VIEW FOR: 3:1 =r � 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.-LOCATION OF INLET PROTECTION. 4' MIN. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS U H -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 D Uj r L EROSION, AND PERFORM NECESSARY MAINTENANCE. FLOW 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING VEHICLE TRACKING Q B D (12" MIN.) IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, 3.1 8 X 8 MIN. 3:1 CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. VTC DETAIL) OR EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE OTHER STABLE DOCUMENTED THOROUGHLY. Q CULVERT 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. l SURFACE END SECTION K_ CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON m 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 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 POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS CULVERT INLET PROTECTION SECTION A EROSION, AND PERFORM NECESSARY MAINTENANCE. CONCRETE WASHOUT AREA PLAN IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT Q Z 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 4j- 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 f 1� i3. MIN. �I MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP DISCOVERY OF THE FAILURE, UNDISTURBED OR� >3 T >3 KEY IN ROCK SOCK 2" ON EARTH COMPACTED SOIL VEHICLE TRACKING (DETAIL ADAPTED FROM OOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS B X 8 MIN. CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. O Z SECTION B NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES Co 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR SECTION A DETAIL ) CONSULTDIFFEREN WITH I HARECAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN O CIP-1 . CULVERT INLET PROTECTION STRAW BALES. CULVERT INLET PROTECTION INSTALLATION NOTES 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS CWA-1 . CONCRETE WASHOUT AREA U PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF 1. SEE PLAN VIEW FOR INLET PROTECTION IN STREETS. -LOCATION OF CULVERT INLET PROTECTION. CWA INSTALLATION NOTES 0. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE 1. SEE PLAN VIEW FOR: 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER -CWA INSTALLATION LOCATION. DETAIL. APPROVED BY THE LOCAL JURISDICTION. CULVERT INLET PROTECTION MAINTENANCE NOTES 2. 00 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 B' 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 IS 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 ADAPTEO 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 I13-8 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 JULY 31, 2024 SHEET 47 of 50 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 1-1/2"TO W W W W W W W W W W W W W W W W W W W W 2 EACH 8'BLADES -_ a b° W W W W W W W W W W W W W W W W W W W W W MOUNTED TO POST 2" R. W W W W W W W W W W W W W W W W W W W W I WITH 4 EACH DRIVE A d °•e RIVETS WITH _- W W W W W W W W W W W W W W W W W W W W ♦ 1 1 NYLON WASHERS Z N W W W W W W W W W W W W W W W W W W W W W H d e° de ' • a W W W W W W W W W W W W W W W W W W W W W LIf� � Z Of e e. ;ev•.: d'•.° (O W W W W W W W W W W 3" O 0 _ Driveway W W W W W W W W W W e e A. 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 S1N ample Ave N w❑ d < W W W W W W W W W W W W W W W W W W W W ♦ 2400 ° LU . • a d' ° W W W W W W W W W W W W W W W W W W W W W tJJ W W W W W W W W •'• W W W W W W W W W W W W W W W W W W W //W�� Y W W W W W W W W W W W OUT FALL CURB & GUTTER W W W W W W W W/xW 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 (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 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 00 6" 6" 4" W W W W W W W W W W TOP OF THE SIGN). THE BOTTOM OF THE SIGN °o L 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 0 W W W W W W W W W W W W/•'�W W W W W W W 0 1/8' TO 1/4"R. 1/8"TO 1/4'R. W W W W W W W W W W W W W W W W W W W BOLT WITH METAL AND FROM NYLON WASHERS 0 w w 1 1/2" 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 FL z �p BACK SIDE OF POST. Q e' •..'a ' W W W W W W W W Attached Sidewalk Q A d .,a• �. W W W W W W W J 61 W W W W W W W U .e ..° .. ° .. a .� ° 2'x2'x10'OR12' m 12 GAUGE TELESPAR POST z a e 1 + 1/4 d G ° e .e ° d 1 + 1/4 2'-01, 6'-0" F.L. o DRAWN D e '• P , ' 'P a• . ' 4 a Lip r` BRB e . Min. CRITERIA FOR SINGLE POST 0 CHECKED 3" 3 1/2" 3" 1 1/211 ASPHALT OR Max.Sign Panel Anchor/Stub* Post Size* 0 DAP �k 6"w/concrete pavement CONCRETE PAVEMENT o 8"w/asphalt 36'x36' 2.25'x2.25'x3'-0' 2'x2'x1P'-O' $ 3'-6'ABOVEGRADE 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 61I 6" 61I Joint Material 1/21' Expansion ANCHOR/STUB S 0009_Details_Infra Joint Material o Street Curb 1 1/4" 0 2 1/4'Anchor _ Detached Attached d .° a <• Drivewa (22F12A31) See Figure 16-1 �PDO•��C 6" . Sidewalk' j .. Y Sidewalk• ,�,PN Q t LU a A* a d • NOTES: •O\\G P\�j`� ° 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 e breaking loose from the post when hit by a vehicle. e °.d • ad o o ; d 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. �� S ••••••'•�C� ••a °a r ROADWAY - ° '• 'e :e 3. Signs larger than 36 inches in length or width require wind bracing and special post design. TONAL PAVEMENT All Sidewalk Thickness Shall Be 6"minimum. 4. Anchor Stub and post are square steel tube(perforated). a a A. .1 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. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. NOT TO SCALE 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 STREET STANDARDS DRAWINGS DATE: 04/01/07 '703 STREET STANDARDS DRAWINGS DATE: 02/17/15 1601 STREET STANDARDS DRAWINGS DATE: 08/01/21 1401 W Zcc co 0 � (Radius varAe A 2'Transition (TYP.) 0 Retaining Curb (Optional) -.. -. Transiti W W v o 0 0 0 0 o W' W to retain ground behind back of / 2'(min) >the walk, if needed \ Y v W v ° 000000°0°0 W W W W (typ.) See Note 6 O o000000000 Q W W W W W O 0000000000 W W See Note 5 ° Curb,, FlareWood float Standard Curb W W W W W W W W W W W W `o Z W W W W W W 0 finish thru •ovovoe° \o� 21_61I and Gutter, i W W ramp e�s�e�a�e� �� W W .Y W W W W W .Y Co See Standard 6" Dwg 701 (TYP) Flare Detectable Warning •ve° eee�°' pet K voe° 1 1/2"R. 4 1/2" I w w Y w Y W r W Y Y Y �' 12 0"Curb Height, ° ILL e Detectable Warning, Q 5oa�l Q See Note 4 See Section A-A r v v v Z Walk Broom finish �� h N 211R• (TYP) o o W Gutter edge may be e co �I 0000 A Pedestrian Q Q o°o° Landing Area, Curb tapered or battered. °.d (TYP))I o000 Detectable See Note 2 SIDEWALK Curb to match slope a a d" . . r Gutter e5 of sidewalk, Ramp length (Typical for all Curb& °'e See Note 6 not to exceed 15'-0" &Gutter Types) / da' • a e. <a a e : 0000 Warning 0"Curb See Note 5 °o°o 0 Retaining Curb (Optional) VERTICAL W W W Q 0 CORNER LOCATION W W Q = V w W w W w W w W 0. Wood float finish thru ramp A Transition back of walk(typ.) i W Y W W W W U) 2 Flare Viper ft. 1"per ft. 7 1:20 max 1:12 � � 1:12 I W W W W W •72(Max) Walk Broom finish Slope •o°o o°o Slope Broom finish Curb 7 Per{f, (max) Curb (max.) (max.) 1/2" per ft. °000 °000 W W W W W W W W J. J. W .. W �e ..•%• Gutter 3011 ;:.•. Lip of Gutter " '`'•••�'�•• �:a ; Detectable Warning, 21I T, See Note 8 z varies* 5' varies* See Note 4 PLAN VIEW 61 0 4.511 21.75" 3.75" N.T.S. z SECTION A-A Q 2" NOTES: N.T.S. Y MID-BLOCK LOCATION R b 51I 63" Q On a radius hold 6" at the a . e Retaining 'a. •e < . •. 1. No joints are allowed in the flowline. Six inch wide curb or"dummy joint" may be tooled no closer than 6 inches Curb 'L corners of the truncated d:< a a a 0.1311 d o from flow line as shown. (Optional) 2'-0" (min) dome warning. gl, ° d ° e �, 711 m Detectable Warning 6'1 a ° e q•. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or/4" per foot. rX i I 114"per ft. N ° 3. Joint pattern to be according to intersection gutter detail'or as determined by the local entity. I a e ed d 1:50 see note 2 0 e ROLL-OVER 4. Wood float finish is required over the sloped surface of ramp and flares. 6 d LOVELAN D 5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. SECTION A-A NOTES: 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material 1. T = Concrete thickness, 6" minimum for entire ramp area. to be approved by local engineer TST, INC. CONSULTING ENGINEERS 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 7. T - Concrete thickness, 6" minimum for entire ramp area. 748 Whalers Way 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 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 CONSTRUCTION CONSTRUCTION CONSTRUCTION DRAWINGS DRAWINGS DRAWINGS DULY 31, 2024 URBAN AREA URBAN AREA URBAN AREA STREET STANDARDS DATE: 02/17/15 1603 STREET STANDARDS DATE: 03/01/02 '701 STREET STANDARDS DATE: 08/01/21 1606 SHEET 48 of 50 PLAN WATER LINE EASEMENT �I RIGHT OF WAY 1'-0" PRECAST CONCRETE 3'(MIN.) HYDRANT:AWWA C502 W/1" O \ M.H. SECTION JUARE OPEN RIGHT OPERATING NUT PAVEMENT IF REQUIRED 8 w z J _nCC � LU o s IN / / - OTRACER WIRE TERMINAL BOX 2' GALVANIZED STEEL s OFFSET TO SIDE Z E PIPE AIR VENT LINE SEE PLAN VIEW VALVE BOX wPOLYETHYLENE - 3"MIN ROAD SURFACE POLYETHYLENE '' BOND BREAKER `. -• / / / - _ / 1•2"-2.4" LLJ BOND BREAKER � \\' � \ \\ \ 4'-0" `UNDISTURBED SOIL \//\ UNDISTURBED SOIL TYPICAL BEND TEE TRENCH ZONE// �/ (BACKFILL) /\\ \/\\ 4'-0"x1'-0"x0'6" w CONCRETE ODO COMPACTED GRANULAR FOOTINGS MATERIAL Q POLYETHYLENE O O \�POLYETHYLENE BOND BREAKER COMPACTED \\/ GROUT ALL PIPE _ `.< �� - VALVE LOCATION FILL BORROW DITCH 66"MAX. BOND BREAKER / 'i \\ j\\ \ 12"(TYP) \ \\ \ PENETRATIONS 4.5'MIN.COVER TRACER WIRE m / SWIVEL TEE DRAWN \�i ;olA. + \� \ ( }� ( ) \�VX OR INSULATED \% / / �/pU �p p�Hn p�vp (4'x8xZ BLUEBOARD) THRUST BRB BEARING SURFACE \\/ MATE DI AO' //�/..'- \/1\MIN. O O D O D /�SECTION A-A BLOCK 1' (NOTE3) CHECKED FROST-PROOF M.H. COVER SCREEN } HYDRANT DRAIN OPE INGS DAP / BEARING 2"GALVANIZED AIR MUST REMAIN CLEAR //\\/ SURFACE � � (NOTE 2) VENT LINE NOTE 1 1° 1„ UNDISTURBED SOIL UNDISTURBED SOIL /\\/\ Op Op op op ( ) 4 Xq MESH OF OBSTRUCTIONS DESIGNED III ° B R B PLUG TYPICAL CROSS-SECTION - \ \ \, /\ PRE-CAST CONCRETE THRUST 6"C900 DR18 PVC PIPE _ o 0 BEDDING ZONE \ p p p pl' GROUT FILENAME \/\ .UNDISTURBED SOIL GRADE RINGS BLOCK ° ° t BEARING AREAS FOR VARIOUS FITTINGS (FT �X\/� O D O O ������ M.H. STEPS (NOTE 3) 1 RESTRAIN ALL JOINTS ° 0009-Detail s_Infra j \/ \/\\/ 18„ RESILIENT SEAT GATE VALVE SIZE TEE&PLUG 90'BEND 45'BEND 221 BEND 11."BEND /\ /\ \(\ �n p �p p Op COMPACTED 3' 6" MIN. BOND BREAK O L 6" 4.0 5.5 3.0 1.5 1.0 a O.D. OR 4" MIN. O OO O GRANULAR MATERIAL •....• AIR RELEASE& NOTE 4- PD /C VACUUM VALVE FLEXIBLE O•.• N 8" 6.5 9.0 5.0 2.5 1.5 \/\/ BRASS NIPPLE - COUPLING CONCRETE BLOCK TRACER WIRE TERMINAL PLAN E BOX INSTALLATION •��`P 12" 14.0 20.0 11.0 5.5 3.0 1s° 2s.o 35.0 19.0 10.o /\ \\ \ \ SADDLE, FLANG HYDRANT GRAVEL \ \ \ \ �, /�\\/ \\/\ E, 6" s.o OR BOSS 20" 38.0 54.5 29.5 15.0 7.5 PIPE SUBGRADE; STABILIZATION (NOTE 3 Q GO • FITTING (BRASS) G.V. Q� \ \ \ \ \ \ \ \ \ MATERIAL IF REQUIRED f o, -0 FO <c1 24" 55.5 78.5 42.5 22.0 11.0 \ \ \ \ \ \ � t NOTES: �j •,/ ,/, GROUT NOTES: SEN 4"x4' MESH 1. NO LANDSCAPING(TREES,SHRUBS, <, �0� S ••••••��C9� 30" 86.5 122.0 66.0 34.0 17.0 / / / / / / / / / / / ) AL \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ BOULDERS,ETC.), WALLS OR 36" 124.0 175.5 95.0 48.5 24.5 CONCRETE FOOTINGS J O 1. VENT TO BE SURFACED AT FENCE LINE, FENCES ALLOWED WITHIN 10'OF FIRE FIRE HYDRANT 42" 168.0 237.5 128.5 65.5 33.0 W/244 BARS J O� ��\ O IRRIGATION DITCH OR AS ELSEWHERE HYDRANT. SPECIFIED BY DISTRICT. Do \ o o 2. IF COVER SITUATED WITHIN GRAVEL 2. FIRE HYDRANT PIPING,VALES, ETC.SHALL NOTES: COMPACTED O `Uc' �n ROADWAY LEAVE COVER 4"BELOW BE DOUBLE WRAPPED IN POLYETHYLENE. 1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL 10 OnO '. J� SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT �^ �� 3. GATE VALVE SIZED PER AIR VALVE ELCO OR LEFT OF EACH FIRE HYDRANT ASSEMBLY 2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 4. LOCATE PER FIELD CONDITIONS BOLTS OR PIPE. 4'-0"LD Date File No. Date File No. Date File No. Date File No. ��p1MERCOG Designed N A N/A esd010_twico%thrust �`pQ11MER�+oG Designed N A N/A �pQ11MERCC Designed NIA N/A h't1mrif y y esd005_bedding c%ss �1 G� esd001_oiruoc y1 G Designed -NIA N/A esd017_fire_hydront EAST LARIMER COUNTY WATER DISTRICT EJV 8120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT EJV OB/20 Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 08/91 Drawing No. y�< EAST LARIMER COUNTY WATER DISTRICT EJv 8/20 Drawing No. Drawn Drawn Drawn � Drawn ELCO E✓V B/2o agoCO E✓V l0/21 aos ~O EJV 8/21 001L/: E✓V B/21 a17 TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF /VACUUM VALVE WITH VAULT Revised TYPICAL FIRE HYDRANT INSTALLATION Revised !y NOT TO SCALE !y NOT TO SCALE NOT TO SCALE !y NOT TO SCALE �lfflUlStQ`� Approved RS 8/20 Sheet O1 of 01 ��pfll ` Approved RS B/21 Sheet O1 of 01 A�RDIS Approved RS 8/21 Sheet 01 of 01 4lfRUISS�� Approved RS B/21 Sheet O1 of 02 SURFACE W i WATER MAIN CONSTRUCTION: INSTALL MEGALUG O IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER CROSSING UTILITY / EXISTING WATER LINE FLOW FILL EXTEND TEACH RETAINER GLANDS (TYP.) \ //\ CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER \ 45° BENDS(TYP.) WAY FROM CENTER � LESS THAN MIN. TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW 55 5 (4.5' NORMAL MIN. COVER) MINIMUM COVER IS AGAIN OBTAINED W TRENCH WIDTH TABLE REALIGNED WATER LINE Q 1"MIN. BLUE-BOARD WATER MAIN Q / PVC OR DUCTILE IRON PIPE H (NOTE 4) CO MAXIMUM _ a O SEE TRENCH WIDTH TABLE PIPE DIAMETER TRENCH WIDTH 4 + r (INCHES) (INCHES) GRAVITY co 12" MIN. ANCHOR(TYP.) LL 4 28 (NOTE 5) 4' 4' _ THRUST BLOCK a a _ _ o (TYP.) (NOTE 5) PIPE 6 30 1.5' MIN. 1" MIN. BLUE-BOARD 8 8 > (FULL TRENCH WIDTH) STEEL CASING (NOTE 4) Q 8 32 �j\ 10 34 GENERAL NOTES: co 12 36 1. SEE THRUST BLOCK DETAIL FOR SIZING. �\ 2. ALL FITTINGS&JOINTS IN LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS. O co 14 38 STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE& FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT.X 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 16 40 UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF = U �\ �\ CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC \\//�\//�//�//\ \ / 244 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. Dote File No. �f11MERC� Designed N A N/A esd023 trench_detoi/ ���g11MER�+Cby Designed NIA N/A esdoog crossing calve t `pRIMER�O Designed NIA N/A esd019 moin_lowering EAST LARIMER COUNTY WATER DISTRICT EAST LARIMER COUNTY WATER DISTRICT yy� EAST LARIMER COUNTY WATER DISTRICT C E✓(/ B 20 Drawing No. RKB 10/91 Drawing No. � RKB O5/0.T Drawing No. � / g Drawn Drawn �a t Drawn ~® TRENCH DETAIL EJV B/2o 005 ELC� EJV B/21 ooB �•+L•�r• EJV B/21 019 Revised NOT TO SCALE fir. A INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING Revised NOT TO SCALE J WATER MAIN LOWERING DETAIL Revised V' G� NOT TO SCALE �A01 ` Approved RS 8/20 Sheet 01 of 01 �%ft Approved R$ 8/21 Sheet 07 of 02 �lFRD1S 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 JULY 31, 2024 SHEET 49 of 50 BUTTERFLY VALVE DETAIL o. X< SECTION A-A ° COMPACTED AMBED MANHOLE SIZE TABLE BED MATERIAL MATERIALp VALVE BOX WATER LINE PIPE SIZE MH DIA. BENCH, F- BUTTERFLY VALVE Z �(AW WA C504) (IN.) (MIN.)(IN.) SLOPE=2"/FT. O U 15 OR LESS 48 (TYP) ® 18 TO 30 60 PLAN V) o m , OVER 30 72 RING&COVER-SET Q � \ MH FRAME AND COVER HS20 2' MECHANICAL JOINT LOADING RATED OR EQUAL PARALLEL TO FINISHED (RESTRAINED) SURFACE N+T WATER LINE GROUT — NOTE: >D / ALL VALVES OPEN LEFT PRE-CAST GRADE RINGS PRE-CAST ECCENTRIC CONE A 1i X 1 97 LLJ VALVE OPERATOR iO M SECTION VIEW `" INSIDE LIP TO BE HIGHER 5"MIN THAN OUTSIDE LIP GATE VALVE DETAIL if m TOP OF VALVE BOX SHALL z O v PRE-CAST REINFORCED "WATER"CAST IN TOP OF PRE-FORMED PLASTIC GASKETS BESETBELOW U) CONCRETE MANHOLE BARREL DRAWN SURROUg VALVE BOX COVER NDING ASPHALT O O = PER ASTM-C478 WITH STEPS AND EXTERIOR JOINT WRAP. \\i�\i�\�\i�\i�� z M O 4000 PSI s" BRB c-I z TOP OF BENCH VALVE BOX SHALL 8E SCREWED DOWN 6" 00 _- W 2'MIN. PIPE PENETRATION CONCRETE #5 BARS ON CHECKED OR AS DIRETED PER ELCO INSPECTOR O 1 GASKET PLACED IN CORE 3" 12"CENTERS DAP &BURIED BELOW GRADE IF INSTALLED TO ACCEPT PIPE NOTES: DESIGNED IN A NON-PAVED ROADWAY NOTES: 1. SEE PLAN&PROFILE FOR CASING LENGTH BRB 1. VALVE BOXES SHALL BE - - &DEPTH. CENTERED AND PLUMB OVER - Q FILENAME OPERATING NUT. 2. SEE DRAWING FOR DIA.AND SLOPE. 0009_DetallS_Infra 2. BACKFILL AROUND VALVE 3-PIECE VALVE BOX 6" " 8°;MW.:. PRE-CAST MANHOLE BASE w BOXES SHALL BE HAND PLACED /�//�/ = c AND COMPACTED FORA >\\j/\\j Q AND FIRST BARREL SECTION MINIMUM 4'RADIUS AROUND /\\/ w + VALVE BOX i MIN. 12"COMPACTED 3/4" CAST MONOLITHIC ASTM-C478 \\ 2"OPERATING NUT SCREENED ROCK OPEN LEFTOEM e 0 L/ VARIES \/ a w e SANITARY SEWER LINE 0 �P•N••• �. �\ a #3 STIRRUPS ON �0.• \ h �\/ v 18"CENTERS PIPE SIZE W A B \ SECTION VIEW Pee����'� i GENERAL NOTES: $„ 4" 4„ 4" \G r S • COMPACTED SOIL / \ y O�\ G0� • Cv TRACER WIRE TAPED V 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. SECTION A 10" 4" 4" 4" TO TOP OF PIPE o 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM o F ENTRANCE THROUGH EXIT. 1 12" 4" 4" 4" \Q� •. G� WATERLINE ° a \v" S •••••• 3. JOINT SEALANT SHALL BE TWO(2)ROWS OF PRE-FORMED PLASTIC ROPES ON INNER �CNN- AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. P \ \ \ \ \ ° 4, HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE SECTION q ° WITH NO STANDING WATER(SEE SECTION A). 1 MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWAC500) 0 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. m Date File No. g PREPARED BY: RRL pEe Sgn PREPARED BY: RRL CONCRETE ENCASEMENT h��°Ea Sgn�t9' MER�OG` Designed RKB 08/91 esd016 valve_detol APPROVED BY: BZ STANDARD MANHOLE m ° a APPROVED BY: BZ m EAST LARIMER COUNTY WATER DISTRICT Drawn E✓V OB/2D Drawing No. a ORIGINATION DATE: 10/24/2014 W ORIGINATION DATE: 10/24/2014 DETAIL 016 PHONE:(970)498-0604 pHONE:(970)498-0604 E✓V B/21 VALVE DETAIL Revised NOT TO SCALE REVISION DATE: 01/05/2017 1 IWWW.BOXELDERSANITATION.ORG I REVISION DATE: WWW.BOXELDERSANITATION.ORG kA�R01 `� Approved RS 6/21 Sheet 01 of 01 45°ELBOW ASPHALT OR Uj HARD SURFACE j CO \ n�ir°cn�ninn nrn z 4"�ti�rr E O FINISH GRADE - - v a AIRTIGHT PLUG WITH 41N.X 41N.MARKER LU VALVE BOX WITH LID z % / Q MARKED"SEWER" g SERVICE WYE UNYIELDING PIPE BEDDING OF / COMPACTED ROCK OR LEAN Q F_ X CONCRETE CO z WATER TIGHT / < SCREW CAP 4"PVC SDR 35 PIPE& w FITTINGS(TYP)FROM % / COMPACTED GRANULAR BOTTOM OF ! / MATERIALco � BEDDING ZONE TO TOP OF ELBOW UL PLAN VIEW 8 IN. PVC SEWER PIPE z U Q 4"WYE 4"x45°ELBOW CO O co Z COMPACTED GRANULAR MATERIAL j � 4 IN.x 4 IN. MARKER TRENCH \ Q O v \ V TO COLLECTOR FROM HOUSE /. LINE OR BUILDING / \ PVC SEWER PIPE SERVICE CLEAN OUT0. \ 45°BEND ONLY / REQUIREMENTS: A CLEAN- \ OUT SHALL BE INSTALLED AS j NEAR AS PRACTICAL TO CONTINUATION OF CONNECTION WITH w SECTION VIEW SEWER LINE RAFOOT BUILDING. w \ w AIR TIGHT 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 ALLOWED. 2. CLEAN-OUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CROSS SECTION CODE. - o NOTE: WYE CONNECTION NOT ALLOWED ON VCP. g PREPARED BY: RRL pER s9��t PREPARED BY: RRL 4_`1111 APPROVED BY: BZ SERVICE CLEAN-OUT m "�� APPROVED BY: BZ SERVICE WYE DETAIL90 ORIGINATION DATE: 10/24/2014 DETAIL ORIGINATION DATE: 10/24/2014 PHONE:(970)498-0604 01/05/2017 PHONE:(970)498-0604 REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG 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 JULY 31, 2024 SHEET 50 of 50