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HomeMy WebLinkAboutPROSPECT RIDGE MULTIFAMILY - PDP230015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSTH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S LOT 1, RUDOLPH FARM SUBDIVISION, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. CONTAINING 296,275 SQUARE FEET OR 6.802 ACRES MORE OR LESS. THE BASIS OF BEARINGS IS THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 15-T7N-R68W AS BEARING SOUTH 89° 38' 43'' EAST (ASSUMED BEARING) AND MONUMENTED AS SHOWN ON DRAWING WITH THE WEST QUARTER CORNER OF SECTION 15 BEING A 31 4" ALUMINUM CAP ON #6 REBAR, STAMPED LS 17483 AND THE CENTER QUARTER OF SECTION 15 BEING A 21 2" ALUMINUM CAP ON #6 REBAR, STAMPED PLS 7839 LEGAL DESCRIPTION: ACCORDING TO FIRM PANEL 08069C1003G FOR LARIMER COUNTY, EFFECTIVE DATE 05/02/2012, THIS TRACT LIES WITHIN A FEMA DESIGNATED AREA OF MINIMAL FLOOD HAZARD (ZONE X). PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK NO. 27-01 NORTHEAST CORNER OF C.R. 5 AND E. PROSPECT ROAD, ON THE END BLOCK OF A 15" DIAMETER STEEL PIPE. ELEVATION: 4,918.13 CITY OF FORT COLLINS BENCHMARK NO. 47-01 SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B 16 AM) OVER I-25, ON A DEPT OF HIGHWAYS BRASS CAP. ELEVATION: 4,934.13 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.18'. VICINITY MAPN PROJECT CONTACTS SHEET INDEX SHEET NO.SHEET TITLE 1 COVER SHEET 2 GENERAL NOTES 3 EROSION CONTROL NOTES 4 EXISTING CONDITIONS & DEMOLITION PLAN 5 OVERALL PAVING AND SIGNAGE PLAN 6 PAVING & SIGNAGE PLAN - NORTH 7 PAVING & SIGNAGE PLAN - SOUTH 8 OVERALL GRADING PLAN 9 GRADING PLAN - NORTH 10 GRADING PLAN - SOUTH 11 OVERALL UTILITY PLAN 12 UTILITY PLAN - NORTH 13 UTILITY PLAN - SOUTH 14 EROSION CONTROL PLAN 15 PROPOSED DRAINAGE PLAN BASIS OF BEARING DATA: BENCHMARK DATA: FLOODPLAIN NOTE: PACIFIC NORTH ENTERPRISES, LLC 900 CASTLETON DRIVE, SUITE 118 CASTLE ROCK, CO 80109 PHONE: (907) 299-6811 CONTACT: BRYAN BYLER DEVELOPER/APPLICANT: GODDEN SUDIK ARCHITECTS, INC. 5975 QUEBEC STREET CENTENIAL, CO 80111 PHONE: (303) 455-4437 CONTACT: CHRISTOPHER WALLA ELECTRICAL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, SUITE 300 GREENWOOD VILLAGE, CO 80111 PHONE:(720) 943-9962 CONTACT: JEFF PLANCK, P.E. TRAFFIC OPERATIONS: NORTHERN ENGINEERING SERVICES, INC. 301 N. HOWES STREET, SUITE 100 FORT COLLINS, CO 80521 PHONE: (970) 221-4158 CONTACT: ROBERT TESSELY SURVEYOR: GODDEN SUDIK ARCHITECTS, INC. 5975 S QUEBEC STREET CENTENNIAL, CO 80111 PHONE: (303) 455-4437 CONTACT: CHRISTOPHER WALLA ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3801 AUTOMATION WAY, SUITE 210 FORT COLLINS, CO 80525 PHONE: (970) 852-6858 CONTACT: ANDY REESE EMILY FELTON, P.E. CIVIL ENGINEER: LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3801 AUTOMATION WAY, SUITE 210 FORT COLLINS, CO 80525 PHONE: (720) 636-8272 CONTACT: EMILY WILSON, P.L.A. NORTHERN ENGINEERING SERVICES, INC. 301 N. HOWES STREET, SUITE 100 FORT COLLINS, CO 80521 PHONE: (970) 221-4158 CONTACT: ROBERT TESSELY PROJECT NO. 1124-005 DATE: JUNE 16, 2020 FIELD SURVEY BY: SCALE: 1" = 1000' THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. DISCLAIMER STATEMENT CERTIFICATION STATEMENT 1 CO V E R S H E E T LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, LOT 1 OF RUDOLPH FARM SUBDIVISION CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN PRELIMINARY CONSTRUCTION PLANS FOR PROSPECT RIDGE MULTIFAMILY EARTH ENGINEERING CONSULTANTS, LLC SUBSURFACE EXPLORATION REPORT PROSPECT/I-25 DEVELOPMENT EEC PROJECT NO. 1052027 DATE: APRIL 11, 2005 GEOTECHNICAL REPORT BY: EARTH ENGINEERING CONSULTANTS, LLC SUPPLEMENTAL PRELIMINARY SUBSURFACE EXPLORATION REPORT PROSPECT/I-25 DEVELOPMENT EEC PROJECT NO. 1222014 DATE: JUNE 03,2022 ADDITIONAL GEOTECHNICAL REPORT BY: PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION PROJECT SITE LOT 1 6.80 AC. IN T E R S T A T E 2 5 MULBERRY STREET CO U N T Y R O A D 5 PROSPECT ROAD PRO S P E C T R I D G E D R . CAR R I A G E P K W Y . VI X E N D R . TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S GRADING AND EROSION CONTROL NOTES: STREET IMPROVEMENT NOTES: TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES: STORM DRAINAGE NOTES: 1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1- 800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH /IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-2 THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9.IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10.THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 11.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 12.THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 13.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 15.THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 17.CERTIFICATION OF GRADING AND DRAINAGE FACILITIES MUST BE COMPLETED BY A REGISTERED ENGINEER AND SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. 18.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-3 19.ALL RECOMMENDATIONS FROM THE DRAINAGE COMPLIANCE LETTER AND EROSION CONTROL STUDY TO BE COMPLETED BY KIMLEY-HORN SHALL BE FOLLOWED AND IMPLEMENTED. 20.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 22.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 23.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 24.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE GEOTECHNICAL ENGINEER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 25.THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 26.ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-4 SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 27.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 28.ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 30.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 31.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 32.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 33.THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 34.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 35.THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 36.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 37.THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-5 38.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK NO. 27-01 NORTHEAST CORNER OF C.R. 5 AND E. PROSPECT ROAD, ON THE END BLOCK OF A 15" DIAMETER STEEL PIPE. ELEVATION: 4,918.13 CITY OF FORT COLLINS BENCHMARK NO. 47-01 SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B 16 AM) OVER I-25, ON A DEPT OF HIGHWAYS BRASS CAP. ELEVATION: 4,934.13 BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 15-T7N-R68W AS BEARING SOUTH 89° 38' 43" (ASSUMED BEARING) AND MONUMENTED AS SHOWN ON DRAWING WITH THE WEST QUARTER CORNER OF SECTION 15 BEING A 3 1 4 " ALUMINUM CAP ON #6 REBAR, STAMPED LS 17483 AND THE CENTER QUARTER OF SECTION 15 BEING A 2 1 2" ALUMINUM CAP ON #6 REBAR, STAMPED PLS 7839 41.ALL STATIONING IS BASED ON FLOWLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 46.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-6 47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: N/A. 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: N/A. 1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND-BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTSOF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN FOURTEEN (14) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY OF LOVELAND. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-2 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE CITY OF FORT COLLINS OR HOMEOWNERS ASSOCIATION (HOA). 13.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-3 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (LOVELAND GMA & CITY LIMITS ONLY). (A.) BELOW ALL GUTTER DOWNSPOUTS. (B.) OUT TO DRAINAGE SWALES. (C.) ALONG LOT PERIMETER. (D.) OTHER LOCATIONS, IF NEEDED. 16.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY OF FORT COLLINS. 17.A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHENEVER IT IS NECESSARY FOR CONSTRUCTION EQUIPMENT INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E., STONE, DIRT, ETC., SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILE(S), STAGING AREA(S), CONSTRUCTION MATERIAL(S), CONCRETE WASHOUT AREA(S) AND/OR BUILDING SITE(S). 18.CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN IN THESE PLANS SHALL BE PERFORMED BY A STATE OF COLORADO LICENSED LAND SURVEYOR. THE CONTRACTOR SHALL PROVIDE A SIGNED AND SEALED AS-BUILT SURVEY OF UTILITIES AND SITE IMPROVEMENTS IN PDF AND AUTOCAD FORMAT PRIOR TO FINAL CLOSEOUT OF THE PROJECT. 1.ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2.A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3.WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN LOVELAND. 4.STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 5.FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-4 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS 6.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 7.ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. 8.THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN ¼ INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 9.PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. “PROOF ROLL” VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE “PROOF ROLL.” ALL “PROOF ROLLS” SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR. 1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3.ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5.ALL LANE LINES SHALL BE LATEX PAINT. 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8.LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. 16.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. 17.NO “RESET” ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. 18.ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA. 1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2.ALL RECOMMENDATIONS OF THE DRAINAGE COMPLIANCE LETTER AND EROSION CONTROL STUDY TO BE COMPLETED BY KIMLEY-HORN SHALL BE FOLLOWED AND IMPLEMENTED. 3.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 4.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL - APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. 1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. CITY OF FORT COLLINS SITE PLAN NOTES: ABBREVIATIONS: CF = CONSTRUCTION FENCE CO = CLEANOUT CWA = CONCRETE WASHOUT AREA EV = ELECTRIC VEHICLE ELCO = EAST LARIMER COUNTY (WATER DISTRICT) FFE = FINISHED FLOOR ELEVATIONS FG = FINISHED GRADE FL = FLOWLINE LOC = LIMITS OF CONSTRUCTION ME = MATCH EXISTING MH = MANHOLE MJ = MECHANICAL JOINT RS = ROCK SOCK SF = SILT FENCE SP = TEMPORARY SOIL STOCKPILE SS = SANITARY SEWER SSA = STABILIZED STAGING AREA VTC = VEHICLE TRACKING CONTROL 2 GE N E R A L N O T E S WATER NOTE: TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S STANDARD EROSION CONTROL NOTES: 1.THE PROPERTY OWNER, OWNER'S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. 12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. 18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES' DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES. 20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. 32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. 36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. 37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. 39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. 40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST 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 ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. 41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. 42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. 43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. 44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. 45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. 49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. 3 ER O S I O N C O N T R O L N O T E S PROPERTY LINE EXISTING EASEMENT LINE EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING ELECTRIC LINE EXISTING IRRIGATION LINE EXISTING LOT LINE DEMOLITION NOTES: 1.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. CONTRACTOR SHALL INSPECT AND BECOME FAMILIAR WITH THE SITE CONDITIONS AND REQUIRED DEMOLITION PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL REVIEW PLANS AND FIELD VERIFY THE LIMITS OF DEMOLITION. ALL EXISTING UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. 3.ALL MATERIAL REMOVAL AND SALVAGE SHALL BE COORDINATED WITH THE OWNER. SALVAGE RIGHTS SHALL BE GRANTED TO THE OWNER FIRST. SHOULD THE OWNER REFUSE SALVAGE RIGHTS RELATED TO MATERIALS BEING REMOVED OR DEMOLISHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THESE ITEMS FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. 4.THE CONTRACTOR SHALL REMOVE ALL EXISTING PAVEMENT, SIDEWALK, AND CURB AND GUTTER WITHIN THE PROJECT LIMITS OF CONSTRUCTION AND AS IDENTIFIED ON THIS PLAN. 5.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS APPROVED BY THE CITY OF FORT COLLINS AND CONSTRUCTION MANAGER. 6.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW FACILITIES. SIGNAGE SHALL BE POSTED TO DIRECT THE PUBLIC TO THE PATH OF TRAVEL. SIDEWALK ALONG THE RIGHT-OF-WAY IS NOT ANTICIPATED TO BE IMPACTED WITH THIS CONSTRUCTION. IF NEEDED, CONTRACTOR SHALL COORDINATE CLOSURE WITH CITY OF FORT COLLINS AND RIGHT-OF-WAY INSPECTOR. 7.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 8.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING, IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 10.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 11.LIMITS OF STREET REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY CITY ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS ARE MADE. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STANDARDS. 12.CONTRACTOR TO REFER TO THE EROSION CONTROL PLAN, SHEET 14 FOR THE TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION BEFORE COMMENCING ANY DEMOLITION WORK. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING CURB AND GUTTER EXISTING SIGN XXXX XXXX EXISTING FIRE HYDRANT EXISTING SIDEWALK CONCRETE AND BASE TO REMAIN EXISTING LANDSCAPE VEGETATION TO BE REMOVED EXISTING SIDEWALK CONCRETE AND BASE TO BE REMOVED EXISTING SIDEWALK CONCRETE AND BASE TO REMAIN SS W E IRR LEGEND TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - D E M O . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 4 EX I S T I N G C O N D I T I O N S & D E M O L I T I O N P L A N NORTH S S S S S S S S S S WW W W W W W W W W W W U D U D U D U D U D U D U D UD U D UD UD UD UD UD UD UD UD UD UD UD SS W W W W W IR R IR R IRR IRR IRR IRR IR R IR R IRR IR R IR R IR R IR R IR R IR R IR R IR R IR R I R R I R R I R R I R R I R R I R R I R R IR R IR R IRR IRR IRR IRR P IR R TC T VAULT F.O. C FO CT V W W W W W W W W W W W W W W W W W W 49 1 0 49 1 5 49 1 1 49 1 2 49 1 3 49 1 4 49 1 6 49 1 6 4917 49 1 7 491 5 4912 4913 491 4 49 1 6 49 1 7 4910 4910 4 9 1 5 4911 4912 4 9 1 3 4 9 1 4 4916 4917 4917 4 9 0 5 4 9 1 0 4 9 0 4 4 9 0 6 4 9 0 7 4 9 0 8 49 0 8 4 9 0 8 4 9 0 9 4900 4896 4897 4898 4899 4901 4902 4903 4 9 1 6 4 9 1 7 4 9 1 6 4917 491 8 491 9 491 7 49 1 8 49 1 9 4 9 1 8 4 9 1 7 4 9 1 8 49 1 9 4917 EXISTING LANDSCAPE AREA TO BE CLEARED AND GRUBBED PROPERTY LINE EXISTING FES OUTLET EXISTING STORM INLET EXISTING IRRIGATION STUB EXISTING IRRIGATION STUB EXISTING 24" RCP STORM LINE EXISTING STORM INLET LOT 2 1.46 AC. EXISTING 8" PVC WATER MAIN EXISTING 15" PVC SANITARY MAIN EXISTING CURB AND GUTTER TO BE REMOVED EXISTING LANDSCAPE AREA TO BE REMOVED EXISTING CONCRETE SIDEWALK AND BASE TO BE REMOVED EXISTING PUBLIC SIDEWALK TO REMAIN EXISTING CURB AND GUTTER TO BE REMOVED EXISTING LANDSCAPE AREA TO BE REMOVED EXISTING CONCRETE SIDEWALK AND BASE TO BE REMOVED EXISTING PUBLIC SIDEWALK TO REMAIN EXISTING FIRE HYDRANT EXISTING ELCO EASEMENT REC. NO. 20220050052 TRACT E RUDOLPH FARM POND 1 PR O S P E C T R I D G E D R . PROSPECT RIDGE DR. EXISTING LIGHT POLE TO BE RELOCATED RUDOLPH FARM RAIN GARDEN 1 LOT 1 6.80 AC. LOT 4 2.38 AC. EXISTING COMMUNITY TRAIL EXISTING IRRIGATION STRUCTURE 9' U T I L I T Y E A S E M E N T T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L L A K E C A N A L EX I S T I N G 2 0 ' D R A I N A G E E A S E M E N T HY D H Y D H YD HY D H YD HYD T T T T T T VAN VAN LOT 2 1.46 AC. 9. 0 ' E X . U T I L . E S M T POOL & HOT TUB BUILDING 4 BUILDING 6 BUILDING 3 BUILDING 2 BUILDING 5 BUILDING 1 SOUTH LEASING R = 313.5' L = 19 6.4' S0 ° 0 0 ' 0 0 " E 15 7 . 1 9 ' S0 ° 0 0 ' 0 9 " W 29 5 . 8 1 ' 2 6 ' E M E R . A C C E S S E S M T PROPOSED FOREBAY PROPOSED FOREBAY 3 0 . 0 ' U T I L . E S M T TRACT E RUDOLPH FARM POND 1 R = 3 1 3 . 5 ' L = 1 0 5 . 6 ' PR O S P E C T R I D G E D R . BUILDING 1 NORTH PROPOSED CONCRETE-LINED SWALE PROPOSED SWALE S0 ° 1 1 ' 1 2 " W 27 5 . 3 0 ' N 1 5 ° 2 9 ' 4 0 " W 2 0 4 . 4 6 ' N 2 2 ° 1 1 ' 3 1 " W 2 5 8 . 4 1 ' S67°4 8 ' 2 9 " W 53.71 ' N 3 7 ° 4 4 ' 1 7 " W 1 2 0 . 2 9 ' RUDOLPH FARM RAIN GARDEN 1 S 5 4 ° 4 7 ' 4 2 " E 48 6 . 4 6 ' 30.0' EX . UTIL. ES M T 50.0' EX. TR A I L E S M T 20 . 0 ' E X . D R N G E S M T PROSPECT RIDGE DR. T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L L A K E C A N A L 20 . 0 ' UT I L . ES M T 2 6 ' E M E R . A C C E S S E S M T 24' UTIL. & EMER. ACCESS ESMT 3 0 . 0 ' U T I L . E S M T 3 0 ' U T I L . E S M T 26' E M E R . ACCE S S E S M T 3 0 . 0 ' U T I L . E S M T 10' COMMUNITY TRAIL T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. PROPOSED CURB AND GUTTER PROPOSED CONCRETE FLATOWRK PROPOSED ASPHALT PAVING NOTES: PROPOSED ROAD SIGN PROPOSED PROPERTY LINE EXISTING EASEMENT LINE PROPOSED FLOWLINE 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.TWO COATS WHITE LATEX TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING ON PARKING STALLS. 3.ADA ACCESS AISLE STRIPING SHALL BE PAINTED 4" SINGLE WHITE SOLID LINE AT 2'-0" O.C. 45° TO THE DRIVE AISLE. FIRE ACCESS SHALL BE RED. 4.ALL INNER CURBED RADII ARE TO BE 3' UNLESS OTHERWISE NOTED. 5.CROSS WALK STRIPING SHALL BE PAINTED 2' SINGLE WHITE SOLID LINE AT 4'-0". 6.CROSS WALK STRIPING, DRIVE-THRU PAINT AND STOP BARS SHALL BE WHITE. 7.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 8.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 9.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 10.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 11.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 12.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 13.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. EXISTING LOT LINE PROPOSED CONCRETE PAVEMENT PROPOSED SIDEWALK CHASE PROPOSED LIGHT POLE LEGEND TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - P A V E . O A . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 5 OV E R A L L P A V I N G A N D S I G N A G E P L A N NORTH SHEET 7 SHEET 6 T T T VAN 24.0' 24. 0 ' 2 4 . 0 ' 6 . 0 ' N: 124603.79 E: 216170.70 N: 124650.06 E: 216209.56 N: 124515.40 E: 216402.01 N: 124465.24 E: 216374.01 N: 124391.71 E: 216352.38 N: 124240.20 E: 216280.55 N: 124397.56 E: 216412.17 N: 124243.00 E: 216404.68 N: 124542.41 E: 216040.22 N: 124563.25 E: 216093.78 N: 124316.15 E: 216103.27 N: 124327.16 E: 216162.68 N: 124307.21 E: 216170.50 N: 124278.57 E: 216121.33 R25.0' R50.0' R 3 0 . 0 ' R5 . 0 ' BUILDING 4 BUILDING 3 BUILDING 2 BUILDING 1 SOUTH 9.0' (TYP . ) 1 9 . 0 ' ( T Y P . ) 2 4 . 0 ' 6 . 0 ' 5.0' SIDEWALK 1 0 . 0 ' TY P . 5 . 0 ' 5.0' S I D E W A L K 5.0' SID E W A L K 5.0 ' S I D E W A L K R5.0' PR O S P E C T R I D G E D R . 9. 0 ' E X . U T I L . E S M T 26' EMER. ACCESS ESMT 26' E M E R . ACC E S S E S M T 30.0' U T I L . E S M T N: 124282.59 E: 216417.64 N: 124293.94 E: 216359.68 N: 124282.92 E: 216357.40 1 0 . 0 ' T Y P . 1 0 . 0 ' T Y P . 1 0 . 0 ' BUILDING 1 NORTH R = 3 1 3 . 5 ' L = 1 0 5 . 6 ' S0 ° 0 0 ' 0 0 " E 15 7 . 1 9 ' PROPOSED ACCESS DRIVE TRANSFORMER (TYP). R49. 0 ' S0 ° 1 1 ' 1 2 " W 27 5 . 3 0 ' N 5 4 ° 4 7 ' 4 2 " W 48 6 . 4 6 ' N 1 5 ° 2 9 ' 4 0 " W 2 0 4 . 4 6 ' PROPOSED STOP SIGN W/ STOP BAR PROPOSED ACCESSIBLE SIGN (TYP) PROPOSED CONNECTION TO COMMUNITY TRAIL 50' EX. T R A I L E S M T 30' EX. U T I L E S M T 10' COMMUNITY TRAIL SIDEWALK CHASE SIDEWALK CHASE 18" CURB & GUTTER (TYP.) 9.0' (TYP . ) 1 9 . 0 ' ( T Y P . ) 4' CONCRETE-LINED SWALE PROPOSED 4' CONCRETE PAN R2 5 . 0 ' R 2 5 . 0 ' 3 0 . 0 ' U T I L . E S M T 26.0' E M E R . ACCES S E S M T T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L L A K E C A N A L PROPOSED STAIRS (TYP.) 9.0' (TYP . ) 1 9 . 0 ' ( T Y P . ) 9.0' (TYP . ) 1 9 . 0 ' ( T Y P . ) PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED CURB AND GUTTER PROPOSED CONCRETE FLATOWRK PROPOSED ASPHALT PAVING NOTES: PROPOSED ROAD SIGN PROPOSED PROPERTY LINE EXISTING EASEMENT LINE PROPOSED FLOWLINE 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.TWO COATS WHITE LATEX TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING ON PARKING STALLS. 3.ADA ACCESS AISLE STRIPING SHALL BE PAINTED 4" SINGLE WHITE SOLID LINE AT 2'-0" O.C. 45° TO THE DRIVE AISLE. FIRE ACCESS SHALL BE RED. 4.ALL INNER CURBED RADII ARE TO BE 3' UNLESS OTHERWISE NOTED. 5.CROSS WALK STRIPING SHALL BE PAINTED 2' SINGLE WHITE SOLID LINE AT 4'-0". 6.CROSS WALK STRIPING, DRIVE-THRU PAINT AND STOP BARS SHALL BE WHITE. 7.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 8.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 9.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 10.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 11.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 12.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 13.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. EXISTING LOT LINE PROPOSED CONCRETE PAVEMENT PROPOSED SIDEWALK CHASE PROPOSED LIGHT POLE LEGEND T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - P A V E . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 6 PA V I N G & S I G N A G E P L A N - N O R T H NORTH MATCHLINE SEE SHEET 7 SHEET 7 SHEET 6 T T T VAN TRACT E RUDOLPH FARM POND 1 LOT 2 1.46 AC. 24. 0 ' 24.0' 24 . 0 ' 2 4 . 0 ' 2 6 . 0 ' 5. 0 ' N: 124240.20 E: 216280.55 N: 124187.95 E: 216310.26 N: 124243.00 E: 216404.68 N: 124307.21 E: 216170.50 N: 124278.57 E: 216121.33 N: 124130.00 E: 216216.03 N: 124161.08 E: 216267.47 N: 124101.80 E: 216323.25 N: 124057.65 E: 216286.45 N: 123928.54 E: 216497.77 N: 123890.15 E: 216451.11 N: 124050.52 E: 216624.20 N: 123989.56 E: 216609.42 N: 124092.22 E: 216467.36 N: 124139.33 E: 216503.02 R 2 5 . 0 ' R5 . 0 ' POOL & HOT TUB R25.0' R 2 0 . 0 ' R5.0' BUILDING 4 BUILDING 6 BUILDING 5 BUILDING 1 SOUTH LEASING 24. 0 ' 9.0' (TY P . ) 19 . 0 ' ( T Y P . ) 19. 0 ' ( T Y P . ) 9. 0 ' (T Y P . ) 9. 0 ' ( T Y P . ) 19. 0 ' ( T Y P . ) 9.0 ' (T Y P . ) 19 . 0 ' ( T Y P . ) 24 . 0 ' R2 0 . 0 ' R5 . 0 ' 5 . 0 ' 5.0' S I D E W A L K STOP SIGN W/ STOP BAR P R O S P E C T R I D G E D R . 26' E M E R . ACC E S S E S M T 3 0 . 0 ' U T I L . E S M T 30.0 ' U T I L . E S M T N: 124282.59 E: 216417.64 N: 124293.94 E: 216359.68 N: 124282.92 E: 216357.40 PROPOSED CONCRETE-LINED SWALE PROPOSED SWALE 1 0 . 0 ' N: 124162.65 E: 216408.53 N: 124162.79 E: 216471.52 S0 ° 0 0 ' 0 9 " W 29 5 . 8 1 ' R = 3 1 3 . 5 ' L = 1 0 5 . 6 ' PROPOSED ACCESS DRIVE PROPOSED ACCESS DRIVE 1 0 . 0 ' 1 0 . 0 ' T Y P . 1 0 . 0 ' T Y P . TRANSFORMER (TYP.) R49. 0 ' SIDEWALK CHASE PROPOSED FOREBAY PROPOSED FOREBAY RUDOLPH FARM RAIN GARDEN 1 S67°4 8 ' 2 9 " W 53.71 ' N 2 2 ° 1 1 ' 3 1 " W 2 5 8 . 4 1 ' R = 313.5' L =196.4' N 3 7 ° 4 4 ' 1 7 " W 1 2 0 . 2 9 ' PROPOSED STOP SIGN W/ STOP BAR R20 . 0 ' R5.0' R5.0 ' R 1 0 . 0 ' PROPOSED 1' CURB CUT PROPOSED ACCESSIBLE SIGN (TYP) PROPOSED LEASING SIGNS (FUTURE RESIDENT PARKING) SIDEWALK CHASE R2 5 . 0 ' R 2 5 . 0 ' 18" CURB & GUTTER (TYP.) 18" CURB & GUTTER (TYP.) PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN 20 ' E X . D R N G E S M T PROPOSED STAIRS 9.0' (TYP . ) 1 9 . 0 ' ( T Y P . ) SIDEWALK CHASE 24' UTILITY & EMERGENCY ACCESS ESMT 26' EMER. ACCESS ESMT PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED CURB AND GUTTER PROPOSED CONCRETE FLATOWRK PROPOSED ASPHALT PAVING NOTES: PROPOSED ROAD SIGN PROPOSED PROPERTY LINE EXISTING EASEMENT LINE PROPOSED FLOWLINE 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.TWO COATS WHITE LATEX TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING ON PARKING STALLS. 3.ADA ACCESS AISLE STRIPING SHALL BE PAINTED 4" SINGLE WHITE SOLID LINE AT 2'-0" O.C. 45° TO THE DRIVE AISLE. FIRE ACCESS SHALL BE RED. 4.ALL INNER CURBED RADII ARE TO BE 3' UNLESS OTHERWISE NOTED. 5.CROSS WALK STRIPING SHALL BE PAINTED 2' SINGLE WHITE SOLID LINE AT 4'-0". 6.CROSS WALK STRIPING, DRIVE-THRU PAINT AND STOP BARS SHALL BE WHITE. 7.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 8.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 9.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 10.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 11.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 12.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 13.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. EXISTING LOT LINE PROPOSED CONCRETE PAVEMENT PROPOSED SIDEWALK CHASE PROPOSED LIGHT POLE LEGEND T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - P A V E . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 7 PA V I N G & S I G N A G E P L A N - S O U T H NORTH SHEET 7 SHEET 6 MATCHLINE SEE SHEET 6 T T T T T T VAN VAN TS U D U D U D U D U D U D U D UD U D U D UD UD UD UD UD UD UD UD UD 4 9 1 6 49 1 6 49 1 5 4913 49 1 3 49 1 4 4 9 1 5 491 1 4912 4913 49 1 4 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 8 4 9 1 5 49 1 1 491 1 4 9 1 2 4 9 1 3 49 1 4 491 6 49 1 5 4 9 1 5 4915 4 9 1 5 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 9 4 9 1 9 49 1 9 491 7 49 1 7 4918 491 5 4914 491 6 49 1 7 4 9 1 5 4 9 1 5 491 3 4 9 1 4 49 1 0 49 1 5 49 1 1 49 1 2 49 1 3 49 1 4 49 1 6 49 1 6 491 7 49 1 7 491 5 4912 4913 491 4 49 1 6 49 1 7 4910 4910 4 9 1 5 4911 4912 4 9 1 3 4 9 1 4 4916 4917 4917 4 9 0 5 4 9 1 0 4 9 0 4 4 9 0 6 4 9 0 7 4 9 0 8 49 0 8 4 9 0 8 4 9 0 9 4900 4896 4897 4898 4899 4901 4902 4903 4 9 1 6 4 9 1 7 4 9 1 6 4917 491 8 491 9 49 1 7 491 8 49 1 9 4 9 1 8 4 9 1 7 4 9 1 8 49 1 9 4917 MATCH EXISTING T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L BUILDING 4 BUILDING 2 BUILDING 1 SOUTH MATCH EXISTING BUILDING 3 FFE: 4918.15' FFE: 4918.00' FFE: 4917.92' LOT 2 1.46 AC. BUILDING 6 LEASING FFE: 4916.68' FFE: 4919.83' FFE: 4916.25' FFE: 4915.75' BUILDING 5 FFE: 4919.15' TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 PR O S P E C T R I D G E D R . BUILDING 1 NORTH EXISTING SWALE PROSPECT RIDGE DR. L A K E C A N A L MATCH EXISTING ELEVATION AT TOP OF SWALE PROPERTY LINE EXISTING LOT LINE EXISTING EASEMENT LINE PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS PROPOSED FLOWLINE XXXX PROPOSED CURB AND GUTTER GENERAL NOTES: 1.REFER TO DRAINAGE MEMO FOR DRAINAGE CONVEYANCE PATH. 2.MAXIMUM ELEVATIONS IN ADA PARING AREAS TO BE 2.00% 3.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 4.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 6.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 7.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS. LEGEND X.XX% DELINEATION OF ADA PARKING AND ACCESS. SLOPES NOT TO EXCEED 2% IN THIS AREA PROPOSED SLOPE PROPOSED GRADE BREAK XXXX XXXX XXXX T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - G R A D . O A . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 8 OV E R A L L G R A D I N G P L A N NORTH SHEET 10 SHEET 9 SD AR AR AR AR AR AR AR A R AR AR AR AR AR AR AR A R AR AR AR A R A R A R A R A R A R A R A R A R A R A R AR AR AR AR A R A R A R A R A R A R A R A R A R A R A R AR AR AR AR AR AR AR AR AR AR AR A R AR AR AR AR AR AR AR AR A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R AR AR A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R AR AR AR AR AR T T T A R A R AR AR AR A R A R AR VAN UD 4 9 1 6 49 1 6 49 1 5 4913 491 3 49 1 4 4 9 1 8 4 9 1 8 49 1 5 4 9 1 5 4915 4 9 1 5 4 9 1 6 4 9 1 7 4 9 1 8 49 1 9 4 9 1 9 49 1 9 491 7 49 1 7 4918 49 1 5 49 1 2 49 1 3 49 1 4 49 1 6 491 7 49 1 7 491 5 4912 4913 491 4 49 1 6 49 1 7 4 9 1 6 4 9 1 7 4 9 1 6 4917 491 8 491 9 491 7 49 1 8 49 1 9 4 9 1 7 4 9 1 8 49 1 9 MATCH EXISTING T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L BUILDING 4 BUILDING 1 SOUTH BUILDING 3 FG: 4914.44' FG: 4915.58' FG: 4914.61' FG: 4914.09' FG: 4916.00' FG: 4916.18' FG: 4919.17' FG: 4919.17' FG: 4919.17' FG: 4919.17' FG: 4918.48' FG: 4918.48' FG: 4919.05' FG: 4918.48' FG: 4918.48' FG: 4916.15' FG: 4919.15' 0 . 5 % 2.5% 2 . 1 % 2' SIDEWALK CHASE 2. 0 ' PROPOSED 4' CONCRETE PAN 4.0' 0 . 5 % 0 . 5 % 0 . 5 % 0 . 5 % 4.0' 4.0' BUILDING 2 PR O S P E C T R I D G E D R . FFE=4916.25' FFE=4919.83' FFE=4916.68' BUILDING 1 NORTH FFE=4919.15' 3.1 % PROPOSED GRASS SWALE 4.0' 3.6% 2.1% 2.2% 3.4% 2.2% 2.7% 0.9 % PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED CONNECTION TO COMMUNITY TRAIL FG: 4919.33' FG: 4919.33' 0.6% SIDEWALK CHASE SIDEWALK CHASE MAX EXPOSURE ~1.5' MAX EXPOSURE ~2.0' 3.3% 0.8% L A K E C A N A L HP: 4918.75' HP: 4918.49' FFE: 4918.15'-4919.15' (STEPPED INTERNALLY) PROPOSED STAIRS PROPOSED STAIRS FG: 4918.15' FG: 4919.15' FG: 4919.15' FG: 4919.15' FG: 4919.83' FG: 4919.83' FG: 4916.68' FG: 4916.68' FG: 4916.25' SD AR AR AR AR AR AR A R A R A R A R A R A R A R AR AR AR AR AR 4 9 1 5 49 1 4 4 9 1 6 4 9 1 7 49 1 2 4 9 1 8 PROPERTY LINE EXISTING LOT LINE EXISTING EASEMENT LINE PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS PROPOSED FLOWLINE XXXX PROPOSED CURB AND GUTTER GENERAL NOTES: 1.REFER TO DRAINAGE MEMO FOR DRAINAGE CONVEYANCE PATH. 2.MAXIMUM ELEVATIONS IN ADA PARING AREAS TO BE 2.00% 3.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 4.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 6.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 7.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS. LEGEND X.XX% DELINEATION OF ADA PARKING AND ACCESS. SLOPES NOT TO EXCEED 2% IN THIS AREA PROPOSED SLOPE PROPOSED GRADE BREAK XXXX XXXX XXXX T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - G R A D . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 9 GR A D I N G P L A N - N O R T H NORTH SHEET 9 SHEET 10 MATCHLINE SEE SHEET 10 SD SD AR AR AR AR AR AR AR AR AR AR AR AR AR AR AR A R A R A R A R A R A R A R A R A R A R A R AR AR AR AR AR AR AR A R A R AR AR AR AR AR AR AR AR AR AR AR AR A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R AR AR AR AR AR AR AR AR AR AR A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R A R AR AR A R A R A R A R A R A R A R A R A R AR AR AR AR AR AR T T T AR AR AR AR AR AR AR A R A R AR AR AR A R A R AR AR VAN U D U D U D U D U D U D U D U D U D U D U D U D UD UD UD UD UD U D U D UD UD UD UD 49 1 5 4913 49 1 3 49 1 4 4 9 1 5 491 1 4912 4913 49 1 4 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 8 4 9 1 5 49 1 1 491 1 4 9 1 2 4 9 1 3 49 1 4 491 6 491 5 4914 491 6 49 1 7 4 9 1 5 4 9 1 5 491 3 4 9 1 4 49 1 0 49 1 1 49 1 2 49 1 3 4912 4910 4910 4 9 1 5 4911 4912 4 9 1 3 4 9 1 4 4916 4917 4917 4 9 0 5 4 9 1 0 4 9 0 4 4 9 0 6 4 9 0 7 4 9 0 8 49 0 8 4 9 0 8 4 9 0 9 4900 4896 4897 4898 4899 4901 4902 4903 4 9 1 8 4 9 1 7 4 9 1 8 4917 MATCH EXISTING TRACT E RUDOLPH FARM POND 1 BUILDING 4 BUILDING 1 SOUTH MATCH EXISTING LOT 2 1.46 AC. BUILDING 6 LEASING BUILDING 5 FG: 4914.46' FG: 4910.89' FG: 4910.89' FG: 4914.25' FG: 4916.00' FG: 4914.44' FG: 4915.58' FG: 4919.05' FG: 4918.48' FG: 4918.48' FG: 4916.15' FG: 4919.15' FG: 4917.25' FG: 4917.25' FG: 4917.25' FG: 4915.85' FG: 4917.48' PROPOSED 4' CONCRETE PAN 2 . 0 ' SIDEWALK CHASE 4.0 ' 3.5% 3. 1 % 3.2% 0 . 9 % 1. 0 % 0. 9 % 2.0 % 2.0 % 2.8% 4.8 % 0 . 5 % PROPOSED 1' CURB CUT 0 . 5 % 4.0' PROPOSED SWALE 4.0' PROPOSED FOREBAY PROPOSED FOREBAY PROPOSED CONCRETE PAN PROPOSED 4' CONCRETE PAN P R O S P E C T R I D G E D R . RUDOLPH FARM RAIN GARDEN 1 FFE=4916.25' FFE=4915.75' FFE=4918.00' FFE=4917.92' PROPOSED GRASS SWALE PROPOSED CONCRETE RUNDOWN 4.0 ' 2.2% 2.7% 2.4 % 4.7% 4.7 % 2.1% 3. 4 % 3. 2 % PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS SIDEWALK CHASE SIDEWALK CHASE MAX EXPOSURE ~2.0' 3.3% 0.8% MAX EXPOSURE ~2.0' MAX EXPOSURE ~4.6' MAX EXPOSURE ~2.0' MATCH EXISTING GRADE AT TOP OF SWALE HP: 4918.75' HP: 4918.49' FG: 4914.03' FFE: 4918.15'-4919.15' (STEPPED INTERNALLY) PROPOSED STAIRS PROPOSED STAIRS FG: 4918.15' FG: 4917.25' FG: 4917.25' FG: 4917.25' FG: 4917.25' FG: 4919.15' FG: 4919.15'FG: 4916.25' FG: 4915.75' FG: 4915.75' FG: 4915.75' FG: 4918.00' SIDEWALK CHASE SIDEWALK CHASE SD AR AR AR AR A R AR AR AR AR AR AR AR AR AR A R A R A R A R A R A R A R A R A R A R AR AR A R A R AR 49 1 5 4913 49 1 3 49 1 4 4 9 1 8 4 9 1 8 49 1 2 49 1 3 4912 4 9 1 7 4 9 1 8 PROPERTY LINE EXISTING LOT LINE EXISTING EASEMENT LINE PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS PROPOSED FLOWLINE XXXX PROPOSED CURB AND GUTTER GENERAL NOTES: 1.REFER TO DRAINAGE MEMO FOR DRAINAGE CONVEYANCE PATH. 2.MAXIMUM ELEVATIONS IN ADA PARING AREAS TO BE 2.00% 3.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 4.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 6.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 7.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS. LEGEND X.XX% DELINEATION OF ADA PARKING AND ACCESS. SLOPES NOT TO EXCEED 2% IN THIS AREA PROPOSED SLOPE PROPOSED GRADE BREAK XXXX XXXX XXXX T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - G R A D . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 10 GR A D I N G P L A N - S O U T H NORTH SHEET 10 SHEET 9 MATCHLINE SEE SHEET 9 F SS SS SSF F W W W W W W W W W W W W W SS SD SD HY D H YD H YD HY D H YD HYD W S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS W F W W T T T T T T VAN VAN TS S S S S S S S S S S WW W W W W W W W W W W U D U D U D U D U D U D U D UD U D U D UD UD UD UD UD UD UD UD UD SS W W W W W IR R IR R IRR IRR IRR IRR IR R IR R IRR IR R IR R IR R IR R IR R IR R IR R IR R IR R I R R I R R I R R I R R I R R I R R I R R IR R IR R IRR IRR IRR P IR R TC T VAULT F.O. C FO CT V W W W W W W W W W W W W W W W W W W T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L TRACT E RUDOLPH FARM POND 1 LOT 2 1.46 AC. BUILDING 4 BUILDING 6 BUILDING 3 BUILDING 2 BUILDING 5 LEASING CONNECT TO EXISTING WATER MAIN WITH TEE CONNECT TO EXISTING SANITARY SEWER WITH PROPOSED MANHOLE CONNECT TO EXISTING 8" WATER MAIN WITH TEE PROPOSED 8" PVC WATER MAIN PROPOSED 8" PVC SANITARY MAIN PROPOSED FH ASS'Y PROPOSED ELECTRICAL TRANSFORMER (TYP.) EXISTING 20' DRAINAGE EASEMENT 24' UTILITY & EMERGENCY ACCESS ESMT BUILDING 1 (NORTH) BUILDING 1 (SOUTH) RUDOLPH FARM RAIN GARDEN 1 EXISTING 8" PVC WATER MAIN EXISTING 15" PVC SANITARY MAIN EXISTING FIRE HYDRANT PR O S P E C T R I D G E D R . PROPOSED PVC STORM SEWER PROPOSED FH ASS'Y PROPOSED FH ASS'Y PROPOSED FH ASS'Y PROPOSED FH ASS'Y PROPOSED FH ASS'Y EXISTING NON-POTABLE IRRIGATION MAIN 30' UTIL. ESMT 30' UTIL. ESMT 26' EA ESMT 26' EA ESMT 30' UTIL. ESMT 26' EA ESMT 20' UTIL. ESMT EX . 9 ' U T I L E A S E M E N T E X . 9 ' U T I L . E A S E M E N T 26' EMER. ACCESS ESMT PROSPECT RIDGE DR. 30' UTILITY EASEMENT PROPOSED WATER METER VAULT (TYP) L A K E C A N A L EXISTING FIRE HYDRANT PROPOSED LIGHT POLE (TYP) PROPOSED LIGHT POLE (TYP) T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - U T I L . O A . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S NORTH 11 OV E R A L L U T I L I T Y P L A N NORTH SHEET 13 SHEET 12 PROPERTY LINE EXISTING EASEMENT LINE EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING ELECTRIC LINE EXISTING IRRIGATION LINE PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED ELECTRICAL LINE PROPOSED CURB AND GUTTER PROPOSED STORM PIPE EXISTING LOT LINE PROPOSED TRANSFORMERT W PROPOSED LIGHT POLE PROPOSED WATER METER VAULT PROPOSED SIDEWALK CHASE PROPOSED SANITARY MANHOLE PROPOSED SIGN PROPOSED AREA DRAIN PROPOSED STORM MANHOLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT GENERAL NOTES 1.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY (ELCO) WATER DISTRICT. UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. LEGEND T T T VAN S S S S S S S S S S S S S W W W W W W W W W W W W W UD W W W W W W W W W IR R IR R IR R IRR IR R IR R IR R IRRIRR IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R I R R I R R I R R I R R I R R P IR R TC T VAULT F.O. C FO FO FO FO FO CT V CT V CT V CT V CT V W W W W W W W W W W SD HY D H Y D HYD W SS SS SS SS SS W T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L BUILDING 4 BUILDING 3 BUILDING 2 BUILDING 1 (SOUTH) PR O S P E C T R I D G E D R . PUBLIC 6" DIP FIRE LINE BUILDING CONNECTION TO FIRE SERVICE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO FIRE SERVICE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO FIRE SERVICE SSMH A9 WYE A8 BLDG 1 CONNECTIONCLEANOUT A5-1 SSMH A6 WYE A5 SSMH A SSMH A7 EX SSMH A2-3 SSMH A10 BLDG 2 CONNECTION BLDG 3 CONNECTION BLDG 4 CONNECTION WYE A4 8 " P V C S E W E R 8" PV C S E W E R 6" PVC SEWER 6" PV C S E W E R 8 " P V C S E W E R 6" PVC SEWER 6" PVC SEWER 8 " P V C S E W E R 8 " P V C S E W E R 1 5 " P V C S E W E R 1 5 " P V C S E W E R 8" PV C S E W E R 8 " P V C S E W E R 6" PVC SEWER 26' EA ESMT 26' EA ESMT 30' UTIL. ESMT 26' EA ESMT 20' UTIL. ESMT EX . 9 ' U T I L E A S E M E N T CONNECT TO EXISTING WATER MAIN w/ TEE & (2) 8" GV (S, W) PROPOSED CONNECTION TO SANITARY SEWER MAIN PROPOSED TRANSFORMER (TYP.) EXISTING 8" PVC WATER MAIN EXISTING 15" PVC SANITARY MAIN CONNECT TO EXISTINGWATER MAIN WITH SADDLE TEE PROPOSED NYLOPLAST AREA DRAIN (TYP.) PROPOSED 6' PVC STORM SEWER PROPOSED FH ASSEMBLY PROPOSED FH ASSEMBLY PROPOSED FH ASSEMBLY EXISTING FH ASSEMBLY L A K E C A N A L PROPOSED WATER METER VAULT PROPOSED WATER METER VAULT PROPOSED WATER METER VAULT BUILDING 1 (NORTH) PROPOSED 8" PVC WATERLINE S S W I R R SD H YD SS SSW T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - U T I L . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 12 UT I L I T Y P L A N - N O R T H NORTH SHEET 13 SHEET 12 MATCHLINE SEE SHEET 13 PROPERTY LINE EXISTING EASEMENT LINE EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING ELECTRIC LINE EXISTING IRRIGATION LINE PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED ELECTRICAL LINE PROPOSED CURB AND GUTTER PROPOSED STORM PIPE EXISTING LOT LINE PROPOSED TRANSFORMERT W PROPOSED LIGHT POLE PROPOSED WATER METER VAULT PROPOSED SIDEWALK CHASE PROPOSED SANITARY MANHOLE PROPOSED SIGN PROPOSED AREA DRAIN PROPOSED STORM MANHOLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT GENERAL NOTES 1.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY (ELCO) WATER DISTRICT. UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. LEGEND T T T VAN TS TS TS S S S S S S WW W W W W W W U D U D U D U D U D U D UD U D U D U D U D U D UD UD UD UD U D U D UD UD UD UD UD UD UD SS I R R I R R I R R I R R IRR I R R I R R I R R I R R I R R IR R IR R IR R IRR IRR IRR IRR W W W W W W W W W W W W W W W W W W W W W W SD SD H YD HY D H YD W SS SS SS SS SS SS W W LOT 2 1.46 AC. BUILDING 4 BUILDING 6 BUILDING 5 LEASING RUDOLPH FARM RAIN GARDEN 1 30' UTILITY EASEMENT BUILDING 1 (SOUTH) P R O S P E C T R I D G E D R . TRACT E RUDOLPH FARM POND 1 PROPOSED FH ASSEMBLY PUBLIC 6" DIP FIRE LINE PROPOSED AREA DRAIN (TYP.) BUILDING CONNECTION TO FIRE SERVICE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO FIRE SERVICE BUILDING CONNECTION TO FIRE SERVICE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO DOMESTIC WATER LINE BUILDING CONNECTION TO FIRE SERVICE BLDG 6 CONNECTION SSMH A2-3 SSMH A6 BLDG 5 CONNECTION WYE A2-2 LEASING CONNECTION WYE A5 BEND A2-1.1 SSMH A3 WYE A2-1 SSMH A2 SSMH A1 SSMH A EX SSMH A2-3 EX SSMH A2-2 BLDG 4 CONNECTION WYE A4 8 " P V C S E W E R 8" P V C S E W E R 8" PV C S E W E R 6" P V C S E W E R 8 " P V C S E W E R 6" PVC SEWER 4" PVC SEWER8 " P V C S E W E R 4" P V C S E W E R 6" PVC SEWER 6" PV C S E W E R 8 " P V C S E W E R 1 5 " P V C S E W E R 1 5 " P V C S E W E R 8 " P V C S E W E R 6" PVC SEWER 24' UTILITY & EMERGENCY ACCESS ESMT EX. 20' DRAINAGE EASEMENT 24' UTILITY & EMERGENCY ACCESS ESMT 30' UTIL. ESMT 30' UTIL. ESMT 26' EA ESMT 26' EA ESMT 30' UTIL. ESMT E X . 9 ' U T I L . E A S E M E N T 26' EMER. ACCESS ESMT PROPOSED CONNECTION TO SANITARY SEWER MAIN PROPOSED TRANSFORMER (TYP.) EXISTING 8" PVC WATER MAIN EXISTING 15" PVC SANITARY MAIN CONNECT TO EXISTINGWATER MAIN WITH SADDLE TEE PROPOSED FH ASSEMBLY PROPOSED FH ASSEMBLY CONNECT TO EXISTING WATER MAIN w/ TEE & (2) 8" GV (S, W) EXISTING 24" RCP STORM DRAIN BUILDING CONNECTION TO FIRE WATER LINE EXISTING FH ASSEMBLY PROPOSED WATER METER VAULT PROPOSED WATER METER VAULT PROPOSED WATER METER PROPOSED WATER METER VAULT PROPOSED 8" PVC WATERLINE S S W W W I R R I R R SD W SS SS T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - U T I L . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S 13 UT I L I T Y P L A N - S O U T H NORTH SHEET 13 SHEET 12 MATCHLINE SEE SHEET 12 PROPERTY LINE EXISTING EASEMENT LINE EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING ELECTRIC LINE EXISTING IRRIGATION LINE PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED ELECTRICAL LINE PROPOSED CURB AND GUTTER PROPOSED STORM PIPE EXISTING LOT LINE PROPOSED TRANSFORMERT W PROPOSED LIGHT POLE PROPOSED WATER METER VAULT PROPOSED SIDEWALK CHASE PROPOSED SANITARY MANHOLE PROPOSED SIGN PROPOSED AREA DRAIN PROPOSED STORM MANHOLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT GENERAL NOTES 1.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY (ELCO) WATER DISTRICT. UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. LEGEND TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S LIMITS OF DISTURBANCE CONSTRUCTION FENCE AREA OF DISTURBANCE ONSITE IMPROVEMENTS =± 6.80 ACRES (296,274 SF) OFFSITE IMPROVEMENTS =±0.04 ACRES (1,835 SF) TOTAL =±6.84 ACRES (298,109 SF) PROJECT SPECIFIC EROSION CONTROL NOTES: 1.STORMWATER QUALITY CONTROL MEASURES SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS, AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS. 2.THE INTENT OF THIS PLAN IS TO IDENTIFY THE EROSION CONTROL PRACTICES RECOMMENDED. THE CONTRACTOR SHALL REFERENCE ADDITIONAL CONSTRUCTION PLANS FOR DEMOLITION OF EXISTING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS. 3.REFERENCE FORT COLLINS STORMWATER CRITERIA MANUAL FOR ADDITIONAL DETAILS. 4.CONTRACTOR SHALL MAINTAIN ADJACENT STREETS/DRIVES FREE OF SEDIMENT AND DEBRIS. STREET SWEEPING SHALL BE CONDUCTED ON AN INTERMITTENT BASIS AS NEEDED TO CONTROL SEDIMENT OR AS REQUIRED BY THE ADJACENT PROPERTY OWNER. AT A MINIMUM, STREET SWEEPING SHALL TAKE PLACE ON A DAILY BASIS UPON COMPLETION OF THAT DAYS CONSTRUCTION ACTIVITIES. 5.THE CONTRACTOR SHALL UTILIZE AN APPROVED ROLLED EROSION CONTROL PRODUCT (RECP) ON ALL SLOPES GREATER THAN 3H:1V IN ACCORDANCE WITH THE RECP FACT SHEET. 6.PORTABLE TOILETS LOCATIONS SHALL BE DETERMINED BY THE DEVELOPER/CONTRACTOR AND UPDATED ON THE EROSION CONTROL PLANS AS REQUIRED BY THE CITY. XXXX XXXX XXXX XXXX PROPERTY LINE EXISTING LOT LINE EASEMENT LINE PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS 14 ER O S I O N C O N T R O L P L A N NORTH LEGEND NORTH CF ROCK SOCK STABILIZED STAGING AREA CONCRETE WASHOUT AREA INLET PROTECTION VEHICLE TRACKING CONTROL RS SSA VTC CWA IP SEED AND MULCH PERMANENT STABILIZATION (REFER TO LANDSCAPE PLANS) PROPOSED STORM PIPE PROPOSED AREA INLET PROJECT: PROSPECT RIDGE MULTIFAMILY10' X 10' CABANA (TYP.) SIDE TABLE (TYP.) CHAISE LOUNGE CHAIR (TYP.) SEAT HEIGHT RAISED PLANTER (TYP.) 4' IRON FENCE (TYP.) GATE (TYP.) SEAT HEIGHT RAISED PLANTER (TYP.) CHAISE LOUNGE CHAIR (TYP.) SUNDECK WITH POOL CHAISE LOUNGE CHAIRS ROUND TABLES (TYP.) 615 SF POOL 5' MAX. DEPTH 131 SF RAISED HOT TUB LOUNGE SEATING (TYP.) 3' X 7' FIRE FEATURE ROUND TABLES (TYP.) 6' WILSHIRE PLANTER BY TOURNESOL (TYP.) 3-BURNER GRILL AND FOOD PREPARATION AREA COVERED PATIO BENCH 6' WILSHIRE PLANTER BY TOURNESOL (TYP.) 4 9 1 6 49 1 6 49 1 5 4913 49 1 3 49 1 4 4 9 1 5 491 1 4912 4913 49 1 4 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 8 4 9 1 5 49 1 1 491 1 4 9 1 2 4 9 1 3 49 1 4 491 6 49 1 5 4 9 1 5 4915 4 9 1 5 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 9 4 9 1 9 49 1 9 491 7 49 1 7 4918 491 5 4914 491 6 49 1 7 4 9 1 5 4 9 1 5 491 3 4 9 1 4 4 9 1 6 49 1 6 49 1 5 4913 49 1 3 49 1 4 4 9 1 5 491 1 4912 4913 49 1 4 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 8 4 9 1 5 49 1 1 491 1 4 9 1 2 4 9 1 3 49 1 4 491 6 49 1 5 4 9 1 5 4915 4 9 1 5 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 9 4 9 1 9 49 1 9 491 7 49 1 7 4918 491 5 4914 491 6 49 1 7 4 9 1 5 4 9 1 5 491 3 4 9 1 4 TS U D U D U D U D U D U D U D UD U D U D UD UD UD UD UD UD UD TC T VAULT F.O. C FO CT V T T T T T T VAN VAN IR R IR R IR R C F C F C F C F C F C F CF CF CF C F C F C F C F C F C F C F CF CF C F C F C F C F CF CF CF CF CF CF CF CF C F C F C F C F C F CF VTC VTC 49 1 0 49 1 5 49 1 1 49 1 2 49 1 3 49 1 4 49 1 6 49 1 6 491 7 49 1 7 491 5 4912 4913 491 4 49 1 6 49 1 7 4910 4910 4 9 1 5 4911 4912 4 9 1 3 4 9 1 4 4916 4917 4917 4 9 0 5 4 9 1 0 4 9 0 4 4 9 0 6 4 9 0 7 4 9 0 8 49 0 8 4 9 0 8 4 9 0 9 4900 4896 4897 4898 4899 4901 4902 4903 4 9 1 6 4 9 1 7 4 9 1 6 4917 491 8 491 9 49 1 7 491 8 49 1 9 4 9 1 8 4 9 1 7 4 9 1 8 49 1 9 4917 SSA LIMITS OF DISTURBANCE PR O S P E C T R I D G E D R . PR O S P E C T RID G E D R . T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L LOT 2 1.46 AC. CONSTRUCTION FENCE GATE CONSTRUCTION FENCE GATE TRACT E RUDOLPH FARM POND 1 LEASING BUILDING 6 BUILDING 3 B U I L D I N G 2 BUILDING 5 BUILDING 4 BUILDING 1 NORTH BUILDING 1 SOUTH RUDOLPH FARM RAIN GARDEN 1 PROPOSED FOREBAY PROPOSED FOREBAY CWA IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP RS RS RS RSRS RS RS RS RS RS RS RS RS RS IP RS RS RS RS RS IP IP L A K E C A N A L TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 3 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 38 0 1 A U T O M A T I O N W A Y , S U I T E 2 1 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ P l a n S h e e t s \ C - D M A P . d w g PROJECT NO. SHEET 10/25/2023 AGR MH HPC OF 15 196395003 PR O S P E C T R I D G E M U L T I F A M I L Y PR E L I M I N A R Y C O N S T R U C T I O N P L A N S NORTH XXXX XXXX XXXX XXXX PROPERTY LINE EASEMENT LINE SETBACK/BUILD-TO LINE PROPOSED ASPHALT PAVEMENT PROPOSED LANDSCAPE AREA CONCRETE PAVEMENT/SIDEWALK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DRAINAGE BASIN BOUNDARY PROPOSED FLOW ARROW OVERFLOW PATH ARROW A = BASIN ID B = BASIN AREA (AC) C = BASIN IMPERVIOUSNESS DESIGN POINT 15 PR O P O S E D D R A I N A G E P L A N NORTH LEGEND SWALE CROSS SECTION A-A N.T.S. (SWALE WIDTH VARIES) TS U D U D U D U D U D U D U D UD UD U D UD UD UD UD UD UD TC T VAULT F.O. C FO CT V T T T T T T VAN VAN 4 9 1 6 49 1 6 49 1 5 4913 491 3 49 1 4 4 9 1 5 491 1 4912 4913 49 1 4 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 8 49 1 5 49 1 1 4911 491 2 49 1 2 4 9 1 2 4 9 1 3 49 1 4 491 6 49 1 7 49 1 5 4 9 1 5 4915 4 9 1 5 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 9 4 9 1 9 49 1 9 491 7 49 1 7 4918 491 5 4914 491 6 49 1 7 4 9 1 5 4 9 1 5 491 3 4 9 1 4 4 9 1 6 49 1 6 49 1 5 4913 491 3 49 1 4 4 9 1 5 491 1 4912 4913 49 1 4 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 8 49 1 5 49 1 1 4911 491 2 49 1 2 4 9 1 2 4 9 1 3 49 1 4 491 6 49 1 7 49 1 5 4 9 1 5 4915 4 9 1 5 4 9 1 6 4 9 1 7 4 9 1 8 4 9 1 9 4 9 1 9 49 1 9 491 7 49 1 7 4918 491 5 4914 491 6 49 1 7 4 9 1 5 4 9 1 5 491 3 4 9 1 4 49 1 0 49 1 5 49 1 1 49 1 2 49 1 3 49 1 4 49 1 6 49 1 6 491 7 49 1 7 491 5 4912 4913 491 4 49 1 6 49 1 7 4 9 1 5 4911 4912 4 9 1 3 4 9 1 4 4916 4917 4917 4 9 0 5 4 9 1 0 4 9 0 4 4 9 0 6 4 9 0 7 4 9 0 8 49 0 8 4 9 0 8 4 9 0 9 4900 4896 4897 4898 4899 4901 4902 4903 4 9 1 6 4 9 1 7 4 9 1 6 4917 491 8 491 9 49 1 7 49 1 8 491 9 4 9 1 8 4 9 1 7 4 9 1 8 49 1 9 4917 BUILDING 4 BUILDING 6 BUILDING 3 BUILDING 2 BUILDING 5 BUILDING 1 SOUTH LEASING PROPOSED SITE DRAINAGE TO RAIN GARDEN WITH FOREBAY E EXISTING RUDOLPH FARM RAIN GARDEN 1 (LID TREATMENT PROVIDED WITH MASTER DRAINAGE PLAN) TRACT E RUDOLPH FARM POND 1 LOT 2 1.46 AC. T R A C T E TI M N A T H R E S E R V O I R I N L E T C A N A L FOREBAY D2 PROPOSED 1' CURB CUT 2' SIDEWALK CHASE PROPOSED STORM LINE - SEE UTILITY PLANS 9. 0 ' E X . U T I L . E S M T 10 . 0 ' E X . D R N G E S M T 4.0' CON C . P A N 2.0 ' C O N C . P A N PROPOSED SWALE 2' SIDEWALK CHASE 4. 0 ' C O N C . P A N 20' UTIL. ESMT. 24' UTIL. & EMER. ACCESS ESMT 30' UT I L . ESMT. 2 6 ' E M E R . A C C E S S E S M T 30' U T I L . ESM T . PROPOSED AREA DRAIN (TYP.) PROPOSED 2' CURB CUT EXISTING FOREBAY RG1.2 LOT 1 6.80 AC. PROPOSED CONCRETE-LINED SWALE SEE CROSS SECTION A-A FOREBAY D1 PR O S P E C T R I D G E D R . L A K E C A N A L PROSPECT RIDGE DR. LOT 4 2.38 AC. BUILDING 1 NORTH 4.0' C O N C R E T E - L I N E D S W A L E PROPOSED SIDEWALK PROPERTY LINE EXISTING S L O P E S ~ 3 % MAX CROSS SLOPE 2% 4' CONCRETE PAN