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HomeMy WebLinkAboutPlans - Utility Plan - 07/16/2025I- 2 5 SITE HARMONY RD ZI E G L E R R O A D ST R A U S S C A B I N R D LA D Y M O O N D R ROCK CREEK DR CI N Q U E F O I L L A N E 2% MIN 2% MIN 42' FL-FL 9' PARKING 8' WALK 9' PARKING 8' WALK 2% MIN 2' PAN PRIVATE SPILL CURB PRIVATE SPILL CURB 59' TRACT 6' WALK 20' FL-FL 2% MIN PRIVATE SPILL CURB PRIVATE CATCH CURB 6' WALK PRIVATE CATCH CURB 26' FL-FL6' WALK 2% MIN2% MIN 6' LANDSCAPE 6' WALK 6' LANDSCAPE 51' TRACT 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - C O V R . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C0.0 CO V E R S H E E T 1 OF 51 BASIS OF BEARINGS ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL: (970) 822-7911 CONTACT: ANDY REESE SURVEYOR: EPS GROUP, INC. 301 N. HOWES STREET, SUITE 100 FORT COLLINS, CO 80521 TEL:(970) 221-4158 CONTACT: THAREN HELGERSON LANDSCAPE ARCHITECT: RIPLEY DESIGN, INC. 419 CANYON AVENUE, SUITE 200 FORT COLLINS, CO 80521 TEL:(970) 224-5828 CONTACT: TENAE BEANE OWNER/DEVELOPER: TOUCHMARK 5150 SW GRIFFITH DRIVE BEAVERTON, OR 97005 TEL:(503) 646-5186 CONTACT: RYAN BENSON CONTACTS NORTH VICINITY MAP SCALE: 1" = 1000' BENCHMARK THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., LARIMER COUNTY, COLORADO, WITH THE CENTER QUARTER CORNER OF SAID SECTION 4 BEING MONUMENTED BY A #6 REBAR WITH A 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193 AND THE EAST CORNER BEING MONUMENTED BY A #6 REBAR WITH A 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK NO. 7-01 NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100' WEST OF THE WEST CURB LINE OF THE EAST ENTRANCE TO H.P. ELEVATION: 4914.53 CITY OF FORT COLLINS BENCHMARK BUCKMAN APPROX. 115' WEST OF THE SOUTHWEST CORNER OF LADYMOON DR. AND ROCKCREEK DR., AND 60' SOUTH OF ROCKCREEK DR., AT THE NORTHEAST CORNER OF A 3' HIGH RAISED INLET. ELEVATION: 4907.16 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.2' A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO ARCHITECT: LRS ARCHITECTS 720 NW DAVIS, SUITE 300 PORTLAND, OR 97209 TEL:(503) 221-1121 CONTACT: AMY SMITH TOUCHMARK FORT COLLINS UTILITY PLANS FOR SHEET INDEX SHEET NUMBER SHEET DESCRIPTION SHEET TITLE C0.0 1 COVER SHEET C0.1 2 GENERAL NOTES C0.2 3 EROSION CONTROL NOTES C1.0 4 EXISTING CONDITIONS AND DEMO PLAN C2.0 5 OVERALL PAVEMENT AND SIGNAGE PLAN C2.1 - C2.4 6 - 9 PAVEMENT AND SIGNAGE PLAN C3.0 10 OVERALL GRADING PLAN C3.1 - C3.4 11 - 14 GRADING PLAN C3.9 - C3.10 19 - 20 DETAILED GRADING - EAST AMENITY AREA C3.11 21 DETAILED GRADING PLAN - SOUTH PATIO C4.0 - C4.1 22 - 23 RAIN GARDEN DETAILS C4.2 - C4.3 24-25 RECREATIONAL PAVED TRAIL C5.0 26 OVERALL UTILITY PLAN C5.1 - C5.4 27 - 30 UTILITY PLAN C6.0 - C6.2 31 - 33 SANITARY SEWER PLAN AND PROFILE SANITARY LINE A C7.0 - C7.3 34 - 37 STORMWATER PLAN AND PROFILE STORM LINES A & B C8.0 - C8.1 38 - 40 SITE DETAILS C8.3 - C8.5 41 - 43 STORMWATER DETAILS C8.6 - C8.8 44 - 46 UTILITY DETAILS C9.0 47 INITIAL EROSION CONTROL PLAN C9.1 48 INTERIM EROSION CONTROL PLAN C9.2 49 FINAL EROSION CONTROL PLAN C9.3 50 EROSION CONTROL DETAILS C10.0 51 PROPOSED DRAINAGE EXHIBIT FIELD SURVEY BY: ALTA SURVEY: EPS GROUP INC. PROJECT NO. 24-0411 DATE: AUGUST 2024 SUBSURFACE EXPLORATION BY: TERRACON CONSULTANTS, INC. PRELIMINARY GEOTECHNICAL ENGINEERING REPORT TOUCHMARK DEVELOPMENT RETIREMENT HOMES FORT COLLINS, CO PROJECT NO. 20245032 DATE: OCTOBER 31, 2024 JULY 2025 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the South Fort Collins Sanitation District District Engineer Date SOUTH FORT COLLINS SANITATION DISTRICT City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. DISCLAIMER STATEMENT: 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. CERTIFICATION STATEMENT: PRIVATE TRACT E SECTION PRIVATE ALLEY SECTION PRIVATE TRACT D SECTION 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - C O V R . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C0.1 GE N E R A L N O T E S 2 OF 51 CITY OF FORT COLLINS GENERAL 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 AND EROSION CONTROL REPORT 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. 7-01 NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100' WEST OF THE WEST CURB LINE OF THE EAST ENTRANCE TO H.P. ELEVATION: 4914.53 CITY OF FORT COLLINS BENCHMARK BUCKMAN 115' WEST OF THE SOUTHWEST CORNER OF LADYMOON DR. AND ROCKCREEK DR., AND 60' SOUTH OF ROCKCREEK DR., AT THE NORTHEAST CORNER OF A 3' HIGH RAISED INLET. ELEVATION: 4907.16 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.2' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., LARIMER COUNTY, COLORADO, WITH THE CENTER QUARTER CORNER OF SAID SECTION 4 BEING MONUMENTED BY A #6 REBAR WITH A 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193 AND THE EAST CORNER BEING MONUMENTED BY A #6 REBAR WITH A 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. 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 GRADING AND EROSION CONTROL NOTES 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. STREET IMPROVEMENT NOTES 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. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 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. STORM DRAINAGE NOTES 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 AND EROSION CONTROL REPORT 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. WATER NOTE 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. SOUTH FORT COLLINS SANITATION DISTRICT NOTES 1.ALL SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED ACCORDING TO SOUTH FORT COLLINS SANITATION DISTRICT SPECIFICATIONS. 2.IN CASES OF CONFLICT BETWEEN THESE SIGNED CONSTRUCTION DRAWINGS AND THE DISTRICT SPECIFICATIONS, THE STANDARD DETAIL DRAWINGS, AND/OR OTHER STANDARDS, THE MOST RESTRICTIVE STANDARDS SHALL APPLY. 3.CONSTRUCTION OF SEWER FACILITIES REQUIRES A PRE-CONSTRUCTION MEETING WITH THE DISTRICT INSPECTOR BEFORE COMMENCING CONSTRUCTION. 4.CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR BEFORE STARTING WORK. 5.CONTRACTOR SHALL CONTACT THE DISTRICT INSPECTOR FOR INSPECTION AT LEAST TWO WORKING DAYS BEFORE NEW WORK IS TO BE INSPECTED, INCLUDING CONNECTING TO EXISTING SEWER STUBS. 6.PIPE PRESSURE AND MANHOLE VACUUM TESTING SHALL BE WITNESSED BY THE DISTRICT INSPECTOR. 7.AS-BUILT RECORD DRAWINGS SHALL BE SUBMITTED IN .PDF AND .DWG FORMATS TO THE DISTRICT FOR FINAL APPROVAL. 8.ONCE THE SYSTEM IS OPERATIONAL, PROOF OF EASEMENT RECORDING HAS BEEN RECEIVED BY THE DISTRICT, RECORD DRAWINGS HAVE BEEN RECEIVED BY THE DISTRICT, AND ALL TESTS HAVE PASSED, CONTRACTOR SHALL REQUEST SUBSTANTIAL COMPLETION WITH A LETTER TO THE DISTRICT THAT INCLUDES THE DOLLAR VALUE OF THE SEWER IMPROVEMENTS TO BE OWNED BY THE DISTRICT. 9.UPON GRANTING SUBSTANTIAL COMPLETION, THE TWO YEAR WARRANTY PERIOD WILL COMMENCE. REFER TO DISTRICT SPECIFICATIONS FOR REQUIREMENTS DURING AND AT THE END OF THE WARRANTY PERIOD. 10.FINAL CONSTRUCTION DRAWINGS SIGNED BY THE DISTRICT ENGINEER WILL ONLY BE VALID FOR A PERIOD OF TWO YEARS UNTIL THE INITIATION OF CONSTRUCTION OR OTHER ARRANGEMENTS ARE MADE WITH THE DISTRICT. UNKNOWN SUBSURFACE PROTOCOLS THESE PLANS DISPLAY SUBSURFACE INFORMATION PROVIDED BY OTHERS. REASONABLE EFFORTS HAVE BEEN MADE TO VERIFY THIS INFORMATION AND ACCOUNT FOR IT IN THE ENGINEERING DESIGN, HOWEVER IT IS POSSIBLE, IF NOT LIKELY, THAT UNKNOWN SUBSURFACE CONDITIONS WILL BE ENCOUNTERED DURING CONSTRUCTION. THESE CONDITIONS MAY HAVE COST AND SCHEDULE IMPLICATIONS TO THE PROJECT. PRIOR TO FINALIZING CONTRACT TERMS, IT IS RECOMMENDED THAT THE OWNER AND GENERAL CONTRACTOR FORMULATE A STRATEGY FOR DEALING WITH THESE SITUATIONS SHOULD THEY ARISE. THE ARCHITECT, ENGINEER(S) AND CONSTRUCTION SURVEYOR SHALL BE MADE AWARE OF ANY PROTOCOLS PUT IN PLACE BY THE OWNER AND GENERAL CONTRACTOR PRIOR TO STARTING CONSTRUCTION. 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 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - C O V R . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C0.2 ER O S I O N C O N T R O L N O T E S 3 OF 51 THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 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 LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 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. VEHICLE TRACKING 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. LOADING AND UNLOADING OPERATIONS 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. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS 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. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 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. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 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. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT. 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. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 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. CONCRETE SAW CUTTING MATERIALS 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. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 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. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 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. FINAL STABILIZATION AND PROJECT COMPLETION 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 AND PER CITY OF FORT COLLINS STANDARDS 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 OR THE EROSION CONTROL 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 DOESNOT 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. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) EX . 8 " P V C SA N I T A R Y SE W E R > > S S S S S E E E E E E E E G G G G G G G G W W TF TF TF ELEC ELEC WVWV WV HYD WV GAS GAS WVWV GAS S H2OVENT WV WV HYD S WV WV S G SS SS SS W WG G G G G G G G G G G G G G G G CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M E E E E E E E E E E E E E E E E E E E E G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E G COMM COMM COMMEECOMME E SS SS SS SS SS SS SS SS SS SS WCS IRRCONTROL IRR HYD SS WV WV WV WV S HYD WV SS WV WV WV WV WV WV S S ELEC ELEC ELEC F.O. VAULT F.O. VAULT F.O. VAULT HYD WV ELEC WV WV WV F.O. VAULT ELEC ELEC TELE WV WV WV WV WV ELEC ELEC ELEC FES H2OVENT S WVWV WV W SS G G G G G G G G FES D D D D D D D D 49 0 5 49 0 5 49 0 6 49 0 7 490 8 49 0 8 49034904 490 5 4906 4906 490 6 49 0 6 4906 49 0 0 49 0 5 48 9 6 48 9 7 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 4 49 0 0 490 5 4899 49 0 1 49 0 2 490 3 49 0 4 490 6 48 9 0 48 9 5 49 0 0 4890 4895 4900 488 0 488 5 4890 4890 48 9 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 488 5 48 8 5 48 8 5 489 0 48 9 0 48 9 0 489 5 4900 488 5 488 6 48 8 7 49 0 5 49 0 1 49 0 2 49 0 3 490 4 49 0 6 4907 4887 4887 4888 4888 4892 489 2 48 9 2 48 9 2 48 9 2 48 9 2 489 1 48 9 1 48 9 2489 3 49 0 2 48 8 0 48 8 5 48 7 9 48 8 1 48 8 2 48 8 3 48 8 4 4904 4904 4905490649074908 490 8 49 0 5 49 0 5 49 0 4 4888 4890 48 8 6 488 74888488948914892489 3 489 4 LE FEVER DRIVE CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION REMOVE EXISTING TREES (TYP.) REMOVE EXISTING SIGNS CURB & GUTTER TO BE REMOVED CURB & GUTTER TO BE REMOVED APPROXIMATE LIMITS OF SAWCUT (TYP) REMOVE EXISTING HYDRANT AND SALVAGE FOR RELOCATION CURB & GUTTER TO BE REMOVED APPROXIMATE LIMITS OF SAWCUT STORM DRAIN PROPOSED BY SAVOY (TO BE REVISED/RELOCATED) EXISTING POND OUTFALL (TO REMAIN) EXISTING FIRE HYDRANT (TO BE RELOCATED) EXISTING SEWER STUB AND MANHOLE (TO BE REMOVED PER SFCSD SPECS.) EX. 36" RCP STORM DRAIN EX. 8" PVC SANITARY SEWER EX. 8" PVC WATERLINE EX . 8 " P V C S A N I T A R Y S E W E R EX . 3 6 " R C P S T O R M D R A I N EX . 8 " P V C W A T E R L I N E EX. 36" RCP STORM DRAIN EX. 24 " R C P S T O R M D R A I N EX . 8 " P V C W A T E R L I N E EX. 8" PVC WATERLINE EX. 36" RCP ST O R M D R A I N EX. CLEANOUT EX. CLEANOUT EX. CLEANOUT EXISTING 8" WATERLINE STUB EX. STORM INLET EX. STORM INLET EX. SEWER MANHOLE EX. IRRIGATION METER EX. VACUUM BREAKER EX. SEWER MANHOLE ASPHALT TO BE REMOVED/REPLACED FOR UTILITY INSTALLATION //////////// ////////////// APPROXIMATE LIMITS OF SAWCUT (TYP) APPROXIMATE LIMITS OF SAWCUT (TYP) 15 ' U T I L I T Y EA S E M E N T 42 ' U T I L I T Y EA S E M E N T 9' U T I L I T Y EA S E M E N T DR A I N A G E E A S E M E N T 20 ' D R A I N A G E EA S E M E N T QUIT C L A I M D E E D T O T H E N O R T H O F POU D R E I R R I G A T I O N C O M P A N Y 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - D E M O . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 PROPERTY LINE EXISTING EASEMENT LINE EXISTING LIGHT POLE EXISTING TREES TO REMAIN EXISTING SIGN EXISTING CURB AND GUTTER TO REMAIN EXISTING PAVEMENT TO BE REMOVED AND REPLACED 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 INITIAL EROSION CONTROL PLAN FOR THE TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION BEFORE COMMENCING ANY DEMOLITION WORK. 13.ALL WATER AND SEWER REMOVAL/ABANDONMENT SHALL BE COMPLETED AT THE MAIN. EXISTING TREES TO BE REMOVED EXISTING SIGN TO BE REMOVED EXISTING WATER LINE EXISTING TELEPHONE LINE EXISTING ELECTRIC LINE G EXISTING GAS LINE E T W EXISTING CURB AND GUTTER TO BE REMOVED LEGEND: SS EXISTING SANITARY SEWER LINE C1.0 EX I S T I N G C O N D I T I O N S A N D D E M O P L A N 4 OF 51 EXISTING SANITARY SEWER LINE NORTH C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS T T T T T T T T >>>> FDC BLDG 2 BLDG 6 BLDG 7 BLDG 101 BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 17 BLDG 20BLDG 21 BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 32 BLDG 31 BLDG 24 BLDG 3 BLDG 5BLDG 4 BLDG 8 BLDG 9 BLDG 18 BLDG 19 BLDG 1 T T LE FEVER DRIVE CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION 9' UTILITY EASEMENT 9' UTILITY EASEMENT DRAINAGE EASEMENT 20' DRAINAGE EASEMENT STORM EASEMENT QUIT CLAIM DEED TO THE NORTH OF POUDRE IRRIGATION COMPANY RAIN GARDEN A RAIN GARDEN B RAIN GARDEN C RAIN GARDEN D TRACT E TRACT B TRACT A TRACT C TRACT B TRACT E TRACT A TRACT A TRACT C TRACT C TRACT D 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - O V E R - S I T E . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C2.0 OV E R A L L P A V E M E N T A N D S I G N A G E P L A N 5 OF 51 KEY MAP SCALE: 1" = 375'NORTH C2.1 C2.2 C2.3 C2.4 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.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. 6.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. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED CURB AND GUTTER PROPOSED SPILL CURB LEGEND: PROPERTY LINE PROPOSED CRUSHER FINES PROPOSED TRANSFORMERT V V V V V V V V V PROPOSED GRAVEL SHOULDER R1-1 RESERVEDPARKING R7-8 NORTH T T T T T >>>>>>>> T T T T T >>>>>>>> RAIN GARDEN A RAIN GARDEN B V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V VVVVVVVVVVVVVVVV VVVVVVVVVVVVVVVV V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V TRANSFORMER (TYP.) PROPOSED FENCE (TYP) PROPOSED FENCE 8' CROSSPAN 18" VERTICAL CURB AND GUTTER 6' CONCRETE APRON 6' CONCRETE APRON PROPOSED TIERED WALLS STOP SIGN STOP SIGN 20' DRAINAGE EASEMENT DRAINAGE EASEMENT 23' 8' 20' UTILITY, ACCESS, & EMERGENCY ACCESS EASEMENT 20' UTILITY, ACCESS & EMERGENCY ACCESS EASEMENT RAISED CROSSWALK TRACT E TRACT B TRACT A TRACT A TRACT C TRACT C CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC BA N N E R H E A L T H BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 32 BLDG 31 BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 BLDG 10 BLDG 101 6' C O N C R E T E W A L K 5' S I D E W A L K 8' C O N C R E T E W A L K 8' C O N C R E T E W A L K 6' CONCRETE WALK 6' CONCRETE WALK 4' C R U S H E R F I N E S P A T H 4' CRUSHER F I N E S P A T H TRACT D TRACT D 26' FL-FL 26' FL-FL SAWCUT TREE GRATE (TYP) TREE GRATE (TYP)2' CONCRETE PAN 2' CONCRETE PAN TYPE III BARRICADE 51' TRACT 51' TRACT42' FL-FL 59' TRACT 42' FL-FL 59' TRACT 20' FL-FL 20' FL-FL 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S I T E . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C2.1 PA V E M E N T A N D S I G N A G E P L A N 6 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH C2.2 C2.3 C2.4 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.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. 6.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. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED CURB AND GUTTER PROPOSED SPILL CURB LEGEND: PROPERTY LINE PROPOSED CRUSHER FINES PROPOSED TRANSFORMERT V V V V V V V V V PROPOSED GRAVEL SHOULDER R1-1 RESERVEDPARKING R7-8 SE E S H E E T C2 . 2 SEE SHEET C2.3 C2.1 RAIN GARDEN B RAIN GARDEN C DRAINAGE EASEMENT QUIT CLAIM DEED TO THE NORTH OF POUDRE IRRIGATION COMPANY PROPOSED 20' PUBLIC ACCESS EASEMENT TRACT C FOS S I L C R E E K R E S E R V O I R I N L E T D I T C H CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BLDG 11 BLDG 12 10' C O N C R E T E T R A I L 4' C R U S H E R F I N E S P A T H TYPE III BARRICADE 10' C O N C R E T E T R A I 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S I T E . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C2.2 PA V E M E N T A N D S I G N A G E P L A N 7 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH C2.1 C2.3 C2.4 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.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. 6.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. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED CURB AND GUTTER PROPOSED SPILL CURB LEGEND: PROPERTY LINE PROPOSED CRUSHER FINES PROPOSED TRANSFORMERT V V V V V V V V V PROPOSED GRAVEL SHOULDER R1-1 RESERVEDPARKING R7-8 SEE SHEET C2.4 SE E S H E E T C2 . 1 C2.2 T T T FDC T T T FDC V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V VVVVVVVVVVVVVVVV VVVVVVVVVVVVVVVV VVVVVVVVV V V V V V V V V V V V VVVVVVVVVVVVVVVVVV V V V V V V V V V V V V V V VV V V V V V V VV V VVVVVVVVVVVVVVVVVVVVVV V VVVVVVVV V V V V V V V V V VVVVVVVVV V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V TRANSFORMER (TYP.) PROPOSED FENCE (TYP) 6' CROSSPAN 8' CROSSPAN 6' CONCRETE APRON 2' CROSSPAN 2' CROSSPAN ENHANCED CROSSWALK (TYP) ADA PARKING SIGN STOP SIGN ADA PARKING SIGN 18" VERTICAL CURB AND GUTTER 9' 17' 23' 8' 26' PRIVATE & EMERGENCY ACCESS EASEMENT 20' UTILITY, ACCESS, & EMERGENCY ACCESS EASEMENT 20' UTILITY, ACCESS, & EMERGENCY ACCESS EASEMENT 30' PRIVATE & EMERGENCY ACCESS EASEMENT 20' UTILITY, ACCESS & EMERGENCY ACCESS EASEMENT 20' UTILITY, ACCESS & EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT RAISED CROSSWALK TRACT A TRACT E TRACT B TRACT A TRACT A TRACT E CI N Q U E F O I L L A N E BA N N E R H E A L T H BS P V I B E L L C IMAGO ENTERPRISE INC LE FEVER DRIVE BLDG 20 BLDG 24BLDG 26 BLDG 28 BLDG 27 BLDG 101 BLDG 21BLDG 22BLDG 23 BLDG 25 6' CONCRETE WALK 6' C O N C R E T E W A L K 5' C O N C R E T E W A L K 6' CONCRETE WALK 7' CONCRETE WALK 5' S I D E W A L K 6' CON C R E T E W A L K 6' C O N C R E T E W A L K 8' C O N C R E T E W A L K 9' UTILITY EASEMENT 5' CONCRETE WALK 26' FL-FL 26' PRIVATE & EMERGENCY ACCESS EASEMENT 20' FL-FL SAWCUT TREE GRATE (TYP) 2' CONCRETE PAN 62' TRACT 42' FL-FL 59' TRACT 26' FL-FL 26' FL-FL 20' FL-FL 20' FL-FL 20' FL-FL V V V V V V V V V V V V V 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S I T E . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C2.3 PA V E M E N T A N D S I G N A G E P L A N 8 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH C2.1 C2.2 C2.4 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.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. 6.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. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED CURB AND GUTTER PROPOSED SPILL CURB LEGEND: PROPERTY LINE PROPOSED CRUSHER FINES PROPOSED TRANSFORMERT V V V V V V V V V PROPOSED GRAVEL SHOULDER R1-1 RESERVEDPARKING R7-8 SEE SHEET C2.1 SE E S H E E T C2 . 4 C2.3 T T T T T T T T RAIN GARDEN D V V V V V V V V V V V V V V V V V V V V PROPOSED FENCE (TYP) 6' CROSSPAN 18" VERTICAL CURB AND GUTTER 6' CROSSPAN 18" VERTICAL CURB AND GUTTER STOP SIGN 9' UTILITY EASEMENT STORM EASEMENT QUIT CLAIM DEED TO THE NORTH OF POUDRE IRRIGATION COMPANY DRAINAGE EASEMENT PROPOSED 20' PUBLIC ACCESS EASEMENT 30' PRIVATE & EMERGENCY ACCESS EASEMENT TRACT C TRACT A TRACT A TRACT C PROPOSED PUBLIC ACCESS EASEMENT (WIDTH VARIES) ADA PARKING SIGN FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H LE FEVER DRIVE MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATIONIMAGO ENTERPRISE INC CF WYATT MULTIFAMILY DST BLDG 18 BLDG 19 BLDG 17 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 101 6' C O N C R E T E W A L K 6' C O N C R E T E W A L K 7' CONCRETE WALK 9' UTILITY EASEMENT 5' CONCRETE WALK 8' CONCRETE TRAIL 4' C R U S H E R F I N E S P A T H 4' C R U S H E R F I N E S P A T H TRACT D 26' FL-FL 26' FL-FL SAWCUT 51' TRACT 51' TRACT 10' C O N C R E T E T R A I 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S I T E . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C2.4 PA V E M E N T A N D S I G N A G E P L A N 9 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH C2.1 C2.2 C2.3 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.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. 6.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. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED CURB AND GUTTER PROPOSED SPILL CURB LEGEND: PROPERTY LINE PROPOSED CRUSHER FINES PROPOSED TRANSFORMERT V V V V V V V V V PROPOSED GRAVEL SHOULDER R1-1 RESERVEDPARKING R7-8 SEE SHEET C2.2 SE E S H E E T C2 . 3 C2.4 FES FES D D D D D D D D 49 0 5 49 0 5 49 0 6 49 0 7 490 8 49 0 8 49034904 490 5 4906 4906 490 6 49 0 6 4906 49 0 0 49 0 5 48 9 6 48 9 7 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 4 49 0 0 490 5 4899 49 0 1 49 0 2 490 3 49 0 4 490 6 48 9 0 48 9 5 49 0 0 4890 4895 4900 488 0 488 5 4890 4890 48 9 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 488 5 48 8 5 48 8 5 489 0 48 9 0 48 9 0 489 5 4900 488 5 488 6 48 8 7 49 0 5 49 0 1 49 0 2 49 0 3 490 4 49 0 6 4907 4887 4887 4888 4888 4892 489 2 48 9 2 48 9 2 48 9 2 48 9 2 489 1 48 9 1 48 9 2489 3 49 0 2 48 8 0 48 8 5 48 7 9 48 8 1 48 8 2 48 8 3 48 8 4 4904 4904 4905490649074908 490 8 49 0 5 49 0 5 49 0 4 4888 4890 48 8 6 488 74888488948914892489 3 489 4 LE FEVER DRIVE CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION UD UD UD 49 0 0 9899123 3 4 6 49 0 5 6789 9 99 49 0 5 6 8 7 49 0 5 4 3 4 2 98 96 3 3 22 33 96 97 4905 3 4 6 789 490 5 3 46 7 89 234 49 0 0 4905 991234 1 2 4905 3 4 6 777 8 9 7 8 9 6 7 8 49 1 0 7 8 9 4905 4910 67 8 9 96 97 98 98 4900 99 1 22 2 490 5 6 6 6 7 8 9 7 6 7 8 490 5 4 2 2 3 3 3 4 490 5 490 5 4 4 490 01 99 98 48 9 5 93 49 0 0 98 48 9 5 96 C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS T T T T T T T T >>>> FDC BLDG 2 BLDG 6 BLDG 7 BLDG 101 BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 17 BLDG 20BLDG 21 BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 32 BLDG 31 BLDG 24 BLDG 3 BLDG 5BLDG 4 BLDG 8 BLDG 9 BLDG 18 BLDG 19 BLDG 1 T T RAIN GARDEN A RAIN GARDEN B RAIN GARDEN C RAIN GARDEN D PROPOSED WALLS TRACT E TRACT B TRACT A TRACT C TRACT B TRACT A TRACT A TRACT C TRACT C TRACT D TRACT D STORM DRAIN A SEE SHEET C7.0 STORM DRAIN B SEE SHEET C7.0 STORM DRAIN C SEE SHEET C7.1 STORM DRAIN D SEE SHEET C7.2 RAIN GARDEN A SEE SHEET C4.0 RAIN GARDEN B SEE SHEET C4.0 RAIN GARDEN C SEE SHEET C4.1 RAIN GARDEN D SEE SHEET C4.1 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - O V E R - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 NORTH C3.0 OV E R A L L G R A D I N G P L A N 10 OF 51 KEY MAP SCALE: 1" = 375'NORTH C3.1 C3.2 C3.3 C3.4 EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. 3 4 2 98 96 2 2 2 3 4 49 0 0 4905 991234 1 2 4905 4 2 3 490 5 490 5 4 4 F ES D D D T T T >>>>>>>>>>>> 490 5 4906 49 0 0 49 0 5 48 9 6 48 9 7 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 4 49 0 4 48914892 489 3 489 4 UD UD UD TRACT E TRACT A TRACT C TRACT C TRACT D 1.5% 0. 8 % 1.4% 0.5% 1.5 % 1. 9 % 1. 9 % 2.7% 4.5% 2.0% 2.6% 2.0% 2. 6 % 2. 0 % 2. 0 % 1.5 % 2.1 % 5.1 % 2.3% 93 . 3 8 B W 95.30 BW FG=6.14 TF=6.81 FG=5.51 TF=6.18 FG=4.85 TF=5.52 FG=4.09 TF=4.76 FG=3.61 TF=4.28 FG=3.75 TF=4.42 FG=4.52 TF=5.19 FG=5.20 TF=5.87FG=5.42 TF=6.09 FG=5.42 TF=6.09 FFE= 10.00 1.66 5.29 5.03 4.14 4.27 5.14 3.21 2.13 1.68 1. 9 1 4.49 4. 1 6 1. 5 7 1.34 1.73 2.86 2. 4 8 2. 2 0 1. 8 5 1. 6 3 1. 5 6 1.36 1.78 3.82 3.88 3.15 2.43 2. 4 0 2. 8 8 3. 5 9 4. 3 0 4. 9 3 4.88 5.89 5.07 4. 4 4 3. 7 2 3. 0 2 2. 5 3 1. 7 9 2.11 4.55 4.54 96 . 4 8 95. 3 1 95.0 7 94.3 0 97.9 6 98.7 2 96. 4 4 99.3 3 0.71 1.66 2.20 2.18 91 . 7 6 91 . 8 4 92 . 0 0 2.52 2.0 6 2. 3 0 2. 2 0 4.85 5.91 10.00 4.21 3.84 3.1 0 99.20 BW 3.3 7 T W 2.05 2.00 2. 7 4 1.44 2.99 2.06 1. 9 2 2.47 2.67 3.09 4. 6 2 4. 9 9 4. 1 2 3. 6 0 3. 5 0 5.69 5.68 5.63 5.38 5.19 5.32 4.40 2.17 2.52 98.93 98.75 1.37 BW 0. 9 2 2.4 0 3.85 1.56 0.61 99.2 3 2.17 91.00 BW 3.50 4.22 4.95 4.06 99.47 2.2 5 3. 1 3 3.00 6.00 10.00 10.00 2.42 10.00 3.60 5.26 3.84 3.36 2.61 1. 0 6 BLDG 101 BLDG 8 BLDG 7 BLDG 6 BLDG 5BLDG 4 BLDG 3BLDG 2 BLDG 1 BLDG 31BLDG 32 HARMONY ROAD 5 LLC REC. NO. 20240014424 CI N Q U E F O I L L A N E EXISTING STORM DRAIN STORM DRAIN A SEE SHEET C7.0 RAIN GARDEN A SEE SHEET C4.0 8" ACO S200K TRENCH DRAIN OR APPROVED EQUAL 18" NYLOPLAST AREA DRAIN OR APPROVED EQUAL (TYP)BOULDER WALL BOULDER WALL CLEANOUT (TYP) ST-A1 ST-A2 RG A-2 1.5 8 B W 2. 5 0 T W 1.24 TW 99.18 BW 97.80 TW 97. 8 8 95 . 8 8 T W 88.88 BW 92.88 TW 2.19 BW 98.69 TW 94.80 TW 96.12 BW 98.62 TW 91.62 BW 95.62 TW 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.1 GR A D I N G P L A N 11 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SE E S H E E T C3 . 2 SEE SHEET C3.3 C3.1 C3.8 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 96 97 490 5 490 5 4 S 4890 488 0 488 5 4890 4890 4887 4887 4888 4888 4892 489 2 4888 4890 48 8 6 488 7 4888488948914892 1.34 TW 93.56 BW TRACT C 2.6% 93 . 3 8 B W 95.30 BW 97.84 TW FG=4.52 TF=5.19 FG=5.20 TF=5.87 FG=5.14 TF=5.81 93.20 BW 3.21 2.86 3.82 97.9 6 98.7 2 91.6 9 B W 97.1 8 97.0 8 83.1 2 86.5 1 88 . 2 5 91 . 7 6 91 . 8 4 92 . 0 0 87 . 0 0 86.5 2 97.6 4 T W 95.14 BW 91.00 BW 4.95 4.89 4.32 88 . 3 3 FOS S I L C R E E K R E S E R V O I R I N L E T D I T C H CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BLDG 10 BLDG 9 BLDG 8 BLDG 7 HARMONY ROAD 5 LLC REC. NO. 20240014424 10' C O N C R E T E T R A I L RAIN GARDEN B SEE SHEET C4.0 LANDSCAPE RETAINING WALL (DESIGNED BY OTHERS) 97.80 TW 97. 8 8 95 . 8 8 T W 88.88 BW 92.88 TW 94.80 TW 94.64 TW 95.15 TW 4.01 BW 99.09 TW 4.10 T W 99.09 TW 98.15 TW 95.65 BW 98.93 TW 96.43 BW 98.93 TW 96.43 BW 93.35 BW 95.92 TW 93.10 BW 95.79 TW 96.12 BW 98.62 TW 91.62 BW 95.62 TW 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.2 GR A D I N G P L A N 12 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SEE SHEET C3.4 SE E S H E E T C3 . 1 C3.1 C3.8 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 SE E S H E E T C3 . 5 49 0 5 6 8 7 49 0 5 490 5 3 4 6 7 8 9 3 4 7 8 9 6 6 6 7 490 5 4 3 4 D T T T FDC 49 0 6 49 0 7 4906 490 6 49 0 6 4906 490 5 49 0 5 TRACT E TRACT E TRACT A TRACT A TRACT A TRACT D 0. 6 % 3.2 % 1.5% 0. 6 % 0. 6 % 1.5% 0. 8 % 1. 9 % 0. 7 % 1.8 % 1.9 % 1. 9 % 1. 9 % 3.2% 1. 9 % 1. 9 % 4.5% 2.6% 2.0 % 2.0% 2.0% TRACT B FG=8.75 TF=9.42 FG=7.89 TF=8.56 FG=7.89 TF=8.56 FG=6.40 TF=7.07 FG=7.50 TF=8.17 FG=5.85 TF=6.52 FG=6.65 TF=7.32 FFE= 10.00 FFE= 10.00 10 . 0 0 4.42 5.35 5.42 5.91 3.21 2.86 2.86 3.26 3.82 10.0 0 9.8 7 9.1 1 4.34 4.15 4.05 4.00 3.60 4.85 5.91 6.08 6.25 6.55 7.14 7.34 7.48 7.64 7.71 8.52 9.14 9. 2 1 9.51 9.21 9.30 9.40 9.63 8. 8 9 8.3 6 7.9 5 9.75 7.40 5.38 10.0 0 10. 0 0 10 . 0 0 10. 0 0 10.00 10.00 10.00 10.00 5.0 2 4.21 3.84 9.7 6 9.11 5.95 5.71 4.15 3.91 5.95 5.58 3.09 4. 6 2 4. 9 9 4. 1 2 3. 6 0 3. 5 0 3.25 3.31 3.46 3.50 3.90 3.82 3. 9 4 5. 4 3 5. 8 0 4. 3 1 4.06 4.08 4.15 4.30 4.35 4.61 4.6 0 4.5 4 4.50 4.49 4. 7 5 6. 2 4 6.50 6. 6 1 6. 2 5 5. 1 7 4.86 4.30 5. 6 3 6.2 1 8.3 2 8.7 0 10.00 5.69 5.68 5.63 4.32 4.10 4.1 6 6.4 7 7.98 6.4 3 7.3 9 5. 7 5 7.47 7.03 6.71 6.3 5 7.11 3.77 9.10 4.37 6.7 9 8.3 4 9. 2 2 4.06 3. 1 3 3.00 3.89 3.83 6.6 9 8.8 8 9.0 4 9.35 3.92 7.44 8.40 10.00 10.00 10.00 3.60 10 . 0 0 10.00 9.00 10.0 0 FG=6.40 TF=7.07 FG=7.50 TF=8.17 4.22 4.22 CI N Q U E F O I L L A N E BLDG 101 BLDG 101 BLDG 26 BLDG 25 BLDG 24 BLDG 27BLDG 28 BLDG 30 BLDG 29 DETAIL GRADING - AMENITY AREA SEE SHEET C3.9 DETAIL GRADING - AMENITY AREA SEE SHEET C3.10 18" NYLOPLAST AREA DRAIN OR APPROVED EQUAL (TYP) 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.3 GR A D I N G P L A N 13 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SE E S H E E T C3 . 4 SEE SHEET C3.6 C3.1 C3.8 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 SEE SHEET C3.1 4 3 3 33 4905 3 4 6 7 89 3 4 96 97 98 98 4900 99 1 2 2 2 2 3 3 4 490 0 1 99 98 48 9 5 93 T T 49 0 0 4899 49 0 1 49 0 2 490 3 49 0 4 48 9 5 49 0 0 4890 4895 4900 4888 UD UD UD UD UD 1.34 TW 93.56 BW TRACT A TRACT A TRACT A TRACT A TRACT C TRACT D 0.5% 0.5 % 2.6% 2.0 % 2.0 % 2.0 % 2.1 % 10' C O N C R E T E T R A I L 97.84 TW FG=5.14 TF=5.81 FG=4.73 TF=5.39 FG=3.10 TF=3.77 FG=3.68 TF=4.34 FG=4.00 TF=4.67 FG=4.10 TF=4.76 FG=4.40 TF=5.07 FFE= 10.00 93.20 BW 10 . 0 0 98 . 0 0 10 . 0 0 98.00 3. 5 6 2.95 2.73 3.21 3.00 1.86 3.21 2.86 2.2 5 1.51 2.43 2.78 2.40 2.63 3.00 2.98 3.10 10.00 10 . 0 0 3.84 3.72 3.59 3.38 3.15 2.7 4 2.4 0 2.9 9 3.26 3.82 99.9 9 98.8 1 98.5 6 97.1 8 98 . 6 6 98.88 99.1 7 97 . 6 1 92 . 7 2 92 . 7 7 92 . 8 9 97.0 8 99.5 1 0.59 1.90 98.1 6 0.31 0.31 3.0 5 0.31 0.31 3. 0 4 10.00 92.72 92.63 92.28 92.6 2 92. 6 0 92. 5 9 7.9 5 7.40 5.38 2.5 7 2.4 2 2.4 2 2.6 0 2.7 8 3.68 0.3 2 0.2 2 3.49 10. 0 0 10. 0 0 10.0 0 10. 0 0 10 . 0 0 3.36 3.40 3.58 3.77 3.3 3 4. 2 8 3.03 97.6 4 T W 95.14 BW 4.32 97 . 6 9 1.51 3.06 98.3 0 BLDG 101 BLDG 15 BLDG 14 BLDG 13 BLDG 12 BLDG 11 BLDG 10 BLDG 9 STORM DRAIN B SEE SHEET C7.0 STORM DRAIN C SEE SHEET C7.1 RAIN GARDEN B SEE SHEET C4.0 RAIN GARDEN C SEE SHEET C4.1DETAIL GRADING - AMENITY AREA SEE SHEET C3.9 DETAIL GRADING - AMENITY AREA SEE SHEET C3.10 ST-B1 ST-B2 RG B-2 RG C-2 ST-C2 ST-C1 94.64 TW 95.15 TW 4.10 T W 99.09 TW 98.15 TW 95.65 BW 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.4 GR A D I N G P L A N 14 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SE E S H E E T C3 . 5 SEE SHEET C3.7 C3.1 C3.8 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 SE E S H E E T C3 . 3 SEE SHEET C3.2 48 9 0 48 9 5 49 0 0 48 9 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 48 9 2 48 9 2 84.9 9 92.72 92.63 92.28 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H CF WYATT MULTIFAMILY DST REC. NO. 20210032178 10' C O N C R E T E T R A I 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.5 GR A D I N G P L A N 15 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SE E S H E E T C3 . 4 SEE SHEET C3.8 C3.1 C3.8 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 SEE SHEET C3.2 9 99 8 7 4905 6 7 77 8 9 8 9 6 7 8 49 1 0 7 8 9 8 9 7 6 7 8 DD 49 0 7 490 8 49 0 8 490 5 490 6 49 0 5 49 0 6 4907 4905490649074908 490 8 TRACT E TRACT A TRACT E TRACT A 1.1% 1.6% 1.0 % 3.2 % 1. 5 % 1.9% 1.9% 1. 6 % 2. 0 % 1. 9 % 1.9% 1.9% 5.2 % 1.9% 1.9 % 1.9 % DETAIL GRADING - AMENITY AREA SEE SHEET C3.11FG=8.18 TF=8.85 FG=8.70 TF=9.37 FG=9.21 TF=9.88FG=9.25 TF=9.92 FG=8.75 TF=9.42 FG=7.89 TF=8.56 FG=7.89 TF=8.56 FFE= 10.00 7.94 7.51 7.43 8.51 8.66 8. 0 0 10.0 0 8.85 7. 7 3 8. 1 9 8.4 0 8.60 8.9 6 9. 2 5 8. 9 3 8. 9 5 8.68 8.42 7. 8 9 8. 1 2 8. 1 9 8. 5 1 8. 2 2 8.25 9.43 9.08 8.45 8.02 7. 4 5 6. 9 9 6. 4 7 6.28 6.20 6. 1 6 6. 3 8 6. 1 0 5. 9 3 5.8 2 6.0 1 6.2 1 6.1 6 7.2 5 7.3 1 7.4 3 8. 2 2 8.73 9.00 9.0 9 9.7 6 9.11 5.30 5.55 6. 5 1 6. 8 4 7.15 7. 1 5 7. 5 9 7. 7 6 8.3 2 8.7 0 9.07 8.26 7.4 9 6.9 3 6.93 7.40 6.11 5.5 2 5.6 2 6.8 1 8.7 2 9.4 0 9.1 1 10.00 9.9 2 10.00 10.00 10.00 10.00 7.5 4 9.90 8.5 3 9.02 9.28 7.98 7.66 7.51 4.37 6.7 9 8.3 4 8.6 7 9. 2 2 6.35 7. 4 6 8. 4 9 6.50 9.357.44 8.33 8.5 1 10. 0 0 10 . 0 0 7.6 6 6.9 9 6.9 5 7.6 2 7. 8 6 8.06 CI N Q U E F O I L L A N E IMAGO ENTERPRISE INC REC. NO. 2024005414 LE FEVER DRIVE BLDG 101 BLDG 20 BLDG 21BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 24 STORM DRAIN D SEE SHEET C7.2 18" NYLOPLAST AREA DRAIN OR APPROVED EQUAL (TYP) ST-D1 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.6 GR A D I N G P L A N 16 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SE E S H E E T C3 . 7 SEE SHEET C3.3 C3.1 C3.8 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 123 3 4 6 49 0 5 6789 33 8 9 4905 4910 67 8 9 4 49 0 0 98 48 9 5 96 T T T 4904 48 9 5 49 0 0 49 0 5 49 0 2 49 0 3 490 4 4904 4904 4905 UD UD UD UD UD TRACT C TRACT A TRACT A TRACT A TRACT D1.0 % 0. 5 % 3. 1 % 1.9% 1.9 % 2.0% 2.0% 1.9% 5.8% FG=4.40 TF=5.07 FG=4.73 TF=5.40 FG=4.60 TF=5.27 FG=4.27 TF=4.94 FG=4.00 TF=4.67 FFE= 10.00 FFE= 10.00 10 . 0 0 98 . 0 0 10 . 0 0 98.00 10. 0 0 4.6 5 4. 2 5 4. 4 2 4. 4 7 3.00 3.15 3.29 3.36 3.31 3.11 3. 5 6 2.95 3.28 3.91 3.41 3.20 2.99 4.68 3.56 3.70 3.46 3.21 3.00 2.98 3.10 3.36 3.00 2.85 2.65 4.01 8. 1 2 9. 0 6 9.77 3. 8 5 4.11 4. 6 6 8. 8 4 9.14 8.95 8.66 8.60 8. 5 2 4.37 10.00 10 . 0 0 4. 7 3 4.75 3.57 3.39 3.59 3.66 3.80 3.95 4.10 3.84 3.72 98.1 6 0.31 0.31 3.0 5 0.31 0.31 3. 0 4 10.00 10.00 10.0 0 10.00 10.0 0 10. 0 0 10.00 10.00 10 . 0 0 10 . 0 0 10 . 0 0 3. 6 8 2.8 4 2.7 6 2. 3 8 2. 3 1 2.5 5 2. 4 7 2.56 2.44 1.60 5. 0 3 99.0 0 93.06 10. 0 0 5.00 3.37 3.58 3.64 3.85 4.07 3.58 9.7 3 9.73 8. 2 2 9. 0 0 8.73 9.00 9.0 9 8.26 7.4 9 10.0 0 10.00 9.8 1 10. 0 0 10.0 0 10.0 0 10 . 0 0 10. 0 0 10 . 0 0 10 . 0 0 10.0 0 4.99 8.5 3 4. 2 8 3.18 3.03 8.8 3 3.06 9.58 8.56 8.33 8.5 1 10. 0 0 MORNINGSIDE VILLAGE MASTER ASSOCIATION IMAGO ENTERPRISE INC REC.NO. 2024005414 BLDG 101 BLDG 101 BLDG 19 BLDG 18 BLDG 17 BLDG 16 BLDG 15 LE FEVER DRIVE STORM DRAIN D SEE SHEET C7.2 RAIN GARDEN D SEE SHEET C4.1 DETAIL GRADING - AMENITY AREA SEE SHEET C3.11 DETAIL GRADING - AMENITY AREA SEE SHEET C3.10 8" ACO S200K TRENCH DRAIN OR APPROVED EQUAL 18" NYLOPLAST AREA DRAIN OR APPROVED EQUAL (TYP) CLEANOUT (TYP) ST-D2 ST-D3 ST-D4 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.7 GR A D I N G P L A N 17 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SE E S H E E T C3 . 8 SEE SHEET C3.4 C3.1 C3.8 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 SE E S H E E T C3 . 6 49 0 0 9899 123 96 97 49 0 0 98 48 9 5 96 D 4903 48 9 0 48 9 5 49 0 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 488 5 488 5 48 8 5 489 0 48 9 0 48 9 0 489 5 4900 488 5 488 6 48 8 7 49 0 1 49 0 2 48 9 2 48 9 2 48 9 2 489 1 48 9 1 48 9 2 489 3 49 0 2 48 8 0 48 8 5 48 7 9 48 8 1 48 8 2 48 8 3 48 8 4 UD TRACT C 3. 5 1 2. 6 2 2.5 5 2.56 2.44 1.60 2.8 2 2.4 3 2.43 81.8 3 83.88 99.0 0 92.67 93.06 LE FEVER DRIVE MORNINGSIDE VILLAGE MASTER ASSOCIATION FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H MORNINGSIDE VILLAGE MASTER ASSOCIATION 10 ' C O N C R E T E T R A I L EX. POND OUTFALL 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.8 GR A D I N G P L A N 18 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH C3.1 C3.8 EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SE E S H E E T C3 . 7 SEE SHEET C3.5 C3.5 C3.2 C3.3 C3.4 C3.6 C3.7 4 490 5 3 4 6 7 8 9 2 3 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSS CI BLDG 101 FG=4.73 TF=5.39 FFE= 10.00 TRACT A TRACT D 10.00 10.00 10.00 10.00 10.00 10 . 0 0 7.65 7.63 5.97 6.07 5.48 6.2 2 6.54 7.0 4 7.47 7.36 7.57 7.76 8. 1 0 8.09 7. 3 6 8.06 8.95 9.23 9.68 9.11 9.22 9.39 9.50 9.66 9.47 9.37 9.46 9.79 9.97 8.22 8.29 5.56 7.21 7.67 3.73 3.36 7.79 7.69 9.89 7.91 7.42 8.97 9.19 7.98 7.81 4.44 3.57 3.79 3.64 3.61 3.48 5.43 5.02 6.00 3.20 3.11 3.59 3.90 3.51 3.82 2.68 2.77 2.88 3.42 2.61 2.47 9.08 7.58 6.71 7.11 6.53 6.13 6.80 6.50 3. 9 0 6. 2 1 5.05 3.57 2.83 2.58 2.34 2.0% 1.9 % 2.0% 2.1% 2. 0 % 1.0 % 2.0 % 2.1% 0.7 % 0.8 % 0.8 % 0.8 % 2.2 % 1.2 % 0.4 % 2.5% 2.2% 4.7% 1.3% 0.9% 2.9 % 1.7% 0.8 % 4. 9 % 0. 6 % 3.7% 0.8% 4. 0 % 3.6 % 5.1 % 4.5 % BLDG 101 FFE= 10.00 1. 4 % 1.1 % 4.3 % 1. 9 % 1.4 % 1.4% 4.1% 4.6% 5.2 % 3.0% CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB (4) 6" STEP (4) 6" STEP (6) 6" STEP BOULDER WALL BOULDER WALL BOULDER WALL BOULDER WALL 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D - B L O W U P . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.9 DE T A I L E D G R A D I N G - E A S T A M E N I T Y A R E A 19 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SEE SHEET C3.2 SE E S H E E T C3 . 3 C3.10 C3.9 4905 3 4 6 7 89 2 2 C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C B B B B B B B C B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S 49 0 2 490 3 49 0 4 CI CI CI STORM DRAIN C TRACT A TRACT A 10 . 0 0 10.0 0 10.0 0 10.00 98. 0 0 10. 0 0 98. 0 0 8.29 5.56 7.21 3.36 7.79 7.69 9.89 7.91 7.42 8.97 9.19 7.98 7.81 4.44 3.57 3.79 3.42 2.47 5.05 3.57 2.58 2.34 2.38 2.37 2.53 2.61 2.64 9.80 10.00 9.72 8.25 7.61 9.06 6.56 9.24 6.74 9.33 4.21 5.66 3.49 3.29 5.90 7.38 6.21 6.51 4.72 4.82 2.80 2.82 4.98 2.81 2.98 3.46 0.29 1.0 %0.8 % 2.0 % 0.4 % 2.5% 0.8% 1.7% 2.2% 0.8 % 4.3 % 4.9% 0.8 % 1. 6 % 4.2% 1.8% 2.1 % 4.7% 6. 1 % 0.5 % 6.5% 4.8% 4.5% 3.8% 4. 0 % 4.7 % 3. 5 % 3.6 % 5.1 % 4.5 % 6.5 % BLDG 101 FFE= 10.00 BLDG 101 FFE= 10.00 1. 4 % 1.1 % 4.3 % 0.9 % LANDSCAPE WALLS DESIGNED BY OTHERS LANDSCAPE WALLS DESIGNED BY OTHERS LANDSCAPE WALLS DESIGNED BY OTHERS CURB CURB CURB CURB CURB CURB CURB CURB BOULDER WALL BOULDER WALL BOULDER WALL BOULDER WALL 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D - B L O W U P . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.10 DE T A I L E D G R A D I N G - E A S T A M E N I T Y A R E A 20 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. SEE SHEET C3.2 SE E S H E E T C3 . 3 C3.10 C3.9 49 0 5 4904 STORM DRAIN D 10.00 4.43 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.0010.00 9.96 9.93 9.78 9.75 9.74 9.76 9.99 9.73 9.71 9.71 9.60 10.00 10.00 1. 9 % 0.5% 0.0 % 0.0 % 1. 9 % 1. 5 % 1. 8 % 1.6 %1. 8 % 1. 7 % 0.0% 1.8 % 0.0% 0.0% 0.0% BLDG 101 FFE= 10.00 BLDG 101 FFE= 10.00 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - G R A D - B L O W U P . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C3.11 DE T A I L E D G R A D I N G P L A N - S O U T H P A T I O 21 OF 51 NORTH KEY MAP SCALE: 1" = 375'NORTH EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPERTY LINE LEGEND: NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.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. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES OR OTHER DRAINAGE FACILITIES. C3.11 BLDG 6 BLDG 5 W S UD UD UD UD UD UD UD 49 0 0 48 9 7 48 9 8 48 9 9 49 0 1 4902 48 9 5 48 9 3 48 9 4 489 6 97.6 6 97.6 6 97.6 6 97.6 6 97.6 6 97.6 6 97.6 6 97. 6 6 97.6 6 97.6 6 98.6 6 98.6 6 98. 6 6 98. 6 6 4.0 : 1 3.5 : 1 5.3 : 1 4.0:1 4.0:1 2.0% 4. 0 : 1 98.6 6 98.6 6 98.66 98.6 6 98.6 6 98.6 6 490 0 4901 4902 4902 489 8 49 0 0 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 0 4898 4899 49 0 1 48 9 6 48 9 7 4897 489 7 4897 490 0 490 1 490 2 490 3 STORM LINE A SEE SHEET C7.0 RAIN GARDEN A TREATMENT AREA: 5.81 ac REQ'D VOL: 4,880 cf PROVIDED VOL.: 4,885 cf RG A OUTFALL SEE SHEET C7.3 CO 4" P V C OUTLET STRUCTURE 4900 T BLDG 10 W W W S S UD UD UD UD 4895 4900 4893 4894 4896 4897 4898 4899 4901 4902 4903 49 0 0 489 8 48 9 9 49 0 1 490 2 490 3 490 4 4900 489 8 489 9 4901 4902 490 2 4902 4900 489 8 489 8 4898 489 9 4901 4902 97.25 97.25 97.2 5 98.2 5 98.2 5 98.2 5 97.25 98.2 5 4.0:1 4.0:1 4. 0 : 1 4. 0 : 1 3.1: 1 4.4 : 1 7.2 % 2.0 % RAIN GARDEN B TREATMENT AREA: 1.73 ac REQ'D VOL: 1,154 cf PROVIDED VOL.: 1,569 cf RG B OUTFALL SEE SHEET C7.3 STORM LINE B SEE SHEET C7.0 4" P V C OUTLET STRUCTURE CO 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - R A G A . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C4.0 RA I N G A R D E N D E T A I L S 22 OF 51 NORTH PROPERTY LINE EXISTING EASEMENT LINE 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 15 FOR THE TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION BEFORE COMMENCING ANY DEMOLITION WORK. LEGEND: EXISTING STORM LINE PROPOSED STORM LINE RAIN GARDEN A RAIN GARDEN B 4904 49 0 2 49 0 3 H G G G G BLDG 19 W UD UD UD UD UD UD UD UD UD UD 99 . 9 0 1.0 0 99. 9 0 0.9 0 0.90 99.9 0 99 . 9 0 0.90 0.9 0 0.9 0 0.9 0 0.90 4900 4900 4901 4901 4902 4902 4903 49 0 3 4904 49 0 0 49 0 1 49 0 2 49 0 3 4903 4904 8. 1 % 4.0 : 1 4.0:1 2. 5 : 1 2. 8 : 1 4. 0 : 1 49 0 2 4903 4904 RAIN GARDEN D TREATMENT AREA: 1.69 ac REQ'D VOL: 1,350cf PROVIDED VOL.: 1,484 cf STORM LINE D SEE SHEET C7.2 CO 4" PVC 5' MH W/ GRATED LID 4900 BLDG 11 W UD UD UD UD UD UD 4895 490 0 4894 4896 4897 4898 489 9 490 1 490 2 98.2 5 7.2 % 98.1 0 98.1 0 98.1 0 98 . 1 0 98.10 98.10 98.10 98.10 490 0 489 9 . 0 490 1 . 0 490 2 . 0 490 3 . 0 490 0 49 0 0 490 1 49 0 1 490 2 490 2 4895 4900 4893 4894 4896 4897 4898 4899 4895 490 0 4893 4894 4896 489 7 489 8 489 9 4901 490 2 490 3 99.1 0 99.1 0 99.1 0 99.0 0 99.10 99.10 99.10 99.09 99.10 4.0:1 4.0: 1 4.0 : 1 4.0: 1 4.1: 1 4.5:1 4.8 : 1 RAIN GARDEN C TREATMENT AREA: 1.56 ac REQ'D VOL: 1,085 cf PROVIDED VOL.: 1,656 cf RG C OUTFALL SEE SHEET C7.3 STORM LINE C SEE SHEET C7.1 CO 4" P V C OUTLET STRUCTURE 18 " H D P E 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - R A G A . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 PROPERTY LINE EXISTING EASEMENT LINE 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 15 FOR THE TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION BEFORE COMMENCING ANY DEMOLITION WORK. LEGEND: C4.1 RA I N G A R D E N D E T A I L S 23 OF 51 EXISTING STORM LINE NORTH PROPOSED STORM LINE RAIN GARDEN C RAIN GARDEN D 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+28 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 4880 4885 4890 4895 4880 4885 4890 4895 17+0018+0019+0020+0021+0022+0022+50 -1.90% -0.60% 1.00% 0.60% 0.60% PV I S T A = 1 9 + 7 9 . 0 0 PV I E L E V = 4 8 8 6 . 0 3 PV I S T A = 2 0 + 6 7 . 6 2 PV I E L E V = 4 8 8 6 . 5 6 PV I S T A = 2 2 + 2 8 . 2 1 PV I E L E V = 4 8 8 6 . 3 4 45.0' VC HP ELEV = 4887.39 HP STA = 21+58.08 PVI STA = 21+65.06 PVI ELEV = 4887.54 BV C S : 2 1 + 4 2 . 5 6 BV C E : 4 8 8 7 . 3 1 EV C S : 2 1 + 8 7 . 5 6 EV C E : 4 8 8 7 . 1 1 A.D. = 2.90 K = 15.52 45.0' VC LP ELEV = 4884.93 LP STA = 17+83.15 PVI STA = 17+83.15 PVI ELEV = 4884.86 BC V S : 1 7 + 6 0 . 6 5 BV C E : 4 8 8 4 . 9 9 EC V S : 1 8 + 0 5 . 6 5 EV C E : 4 8 8 4 . 9 9 A.D. = 1.20 K = 37.50 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 17+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 18+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 19+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 20+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 21+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 22+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - T R A I L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C4.2 RE C R E A T I O N A L P A V E D T R A I L 24 OF 51 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.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. 6.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. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED CURB AND GUTTER PROPOSED SPILL CURB LEGEND: PROPERTY LINE PROPOSED CRUSHER FINES PROPOSED TRANSFORMERT V V V V V V V V V PROPOSED GRAVEL SHOULDER R1-1 RESERVEDPARKING R7-8 NO R T H W W W W F ES D 10+ 0 0 11 + 0 0 12+00 13+00 14+00 15+00 16+00 11+0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 4880 4885 4890 4895 4880 4885 4890 4895 10+0011+0012+0013+0014+0015+0016+00 1.50% -5.00 % 0.60%-0.60% 5.00% PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 8 8 6 . 0 5 PV I S T A = 1 0 + 7 8 . 8 9 PV I E L E V = 4 8 8 9 . 9 9 PV I S T A = 1 0 + 8 8 . 8 9 PV I E L E V = 4 8 9 0 . 1 4 45.0' VC HP ELEV = 4886.80 HP STA = 14+47.59 PVI STA = 14+47.59 PVI ELEV = 4886.87 BV C S : 1 4 + 2 5 . 0 9 BV C E : 4 8 8 6 . 7 4 EV C S : 1 4 + 7 0 . 0 9 EV C E : 4 8 8 6 . 7 4 A.D. = 1.20 K = 37.50 55.0' VC LP ELEV = 4885.45 LP STA = 12+07.30 PVI STA = 11+85.69 PVI ELEV = 4885.30 BC V S : 1 1 + 5 8 . 1 9 BV C E : 4 8 8 6 . 6 8 EC V S : 1 2 + 1 3 . 1 9 EV C E : 4 8 8 5 . 4 7 A.D. = 5.60 K = 9.82 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 11+00 4882 4884 4888 4892 4896 4882 4884 4888 4892 4896 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 12+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 13+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 14+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 15+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 CE N T E R L I N E Horz. Scale: 1"=20' Vert. Scale: 1"=2' 16+00 4878 4880 4884 4888 4892 4878 4880 4884 4888 4892 0 20 400-20-40 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - T R A I L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C4.3 RE C R E A T I O N A L P A V E D T R A I L 25 OF 51 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.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. 6.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. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED CURB AND GUTTER PROPOSED SPILL CURB LEGEND: PROPERTY LINE PROPOSED CRUSHER FINES PROPOSED TRANSFORMERT V V V V V V V V V PROPOSED GRAVEL SHOULDER R1-1 RESERVEDPARKING R7-8 NO R T H > > S S S S S E E E E E E E E G G G G G G G G W W TF TF TF ELEC ELEC C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS T T T T T T T T >>>> FDC BLDG 2 BLDG 6 BLDG 7 BLDG 101 BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 17 BLDG 20BLDG 21 BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 32 BLDG 31 BLDG 24 BLDG 3 BLDG 5BLDG 4 BLDG 8 BLDG 9 BLDG 18 BLDG 19 BLDG 1 T T WVWV WV HYD WV GAS GAS WVWV GAS S H2OVENT WV WV HYD S WV WV S G SS SS SS W WG G G G G G G G G G G G G G G G CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M E E E E E E E E E E E E E E E E E E E E G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E G COMM COMM COMMEECOMME E SS SS SS SS SS SS SS SS SS SS WCS IRRCONTROL IRR SS WV WV WV WV S S WV WV WV WV WV WV S S ELEC ELEC ELEC F.O. VAULT F.O. VAULT F.O. VAULT HYD WV ELEC WV WV WV F.O. VAULT ELEC ELEC TELE WV WV WV WV WV ELEC ELEC ELEC FES H2OVENT S WVWV WV W SS G G G G G G G G FES D D D D D D D D W W W W W W W W W W W SSS WWW S WW S S S W W S S S S S S S S S W W UD UD UD LE FEVER DRIVE CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION EXISTING STORM DRAIN RAIN GARDEN OUTFALL A RAIN GARDEN OUTFALL B RAIN GARDEN OUTFALL C SANITARY LINE A SANITARY LINE A SANITARY LINE C SANITARY LINE B SANITARY LINE B STORM DRAIN A STORM DRAIN B STORM DRAIN C STORM DRAIN D EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EX. POND OUTFALL9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T RAIN GARDEN OUTFALL D RAIN GARDEN A RAIN GARDEN B RAIN GARDEN C RAIN GARDEN D PROPOSED FIRE HYDRANT TRACT E TRACT B TRACT A TRACT C TRACT B TRACT A TRACT A TRACT C TRACT C TRACT D TRACT D KEY MAP SCALE: 1" = 375'NORTH 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - O V E R - U T I L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C5.0 OV E R A L L U T I L I T Y P L A N 26 OF 51 NORTH C5.1 C5.2 C5.3 C5.4 PROPERTY LINE LEGEND: COM E G S W W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WCS IRR CONTROL IRR S WV WV WV WV WV WV S S HYD WV F ES D D D D BBB B C C C BB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S SSSS T T T T T >>>>>>>> W W W W W W W W W W W W W W W SSSSSS WWWWWW S S S WW S SS S SS S S S SS S S S S S WW W W W W W W W W W W W W W W W W W W S S S S S S S S S W W S S UD UD UD UD CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BLDG 101 BLDG 10 BLDG 9 BLDG 8 BLDG 7 BLDG 6 BLDG 5BLDG 4BLDG 3BLDG 2BLDG 1 BLDG 30 BLDG 29 BLDG 31BLDG 32 CONNECT TO EX. 8" SANITARY CONNECT TO EX. 8" WATER 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T EXISTING STORM DRAIN SANITARY LINE C STORM DRAIN B STORM DRAIN C EX. FIRE HYDRANT ST-C1 ST-C2 ST-A1 ST-B1 ST-A2 FES-C3 FES-A3 FES-B3 SSMH-B3 SSMH-C1 SSMH-B2 SSMH-A8 SSMH-A9 SSMH-A7 SSMH-A5 SSMH-A6 SSMH-C2 EXISTING IRRIGATION METER EXISTING VACUUM BREAKER RAIN GARDEN A RAIN GARDEN B EX . 8 " P V C W A T E R L I N E EX . 8 " P V C S A N I T A R Y S E W E R EX . 8 " R C P S T O R M D R A I N EX. 8" RCP STORM DRAIN 6" FIRE SERVICE 4" DOMESTIC WATER SERVICE 8" PVC SANITARY SEWER 8" P V C S A N I T A R Y S E W E R 8" PVC SANITARY SEWER WATER SERVICE LINE (TYP) SANITARY SERVICE LINE (TYP) PRIVATE 2" WATER SERVICE LINE 4 LF OF 8'' PVC 176 L F O F 8 ' ' P V C 38 L F O F 8 ' ' P V C 11 LF OF 8'' PVC 62 LF OF 8'' PVC 6 LF OF 8'' PVC 35 LF OF 8'' PVC 112LFOF8''PVC 14 2 L F O F 8 ' ' P V C 16 7 L F O F 8 ' ' P V C 4 LF OF 6'' PVC 12 LF OF 6'' PVC 125 LF OF 6'' PVC 8'' DI 22.5° BEND MJ N: 107175.93 E: 214452.05 8'' DI 22.5° BEND MJ N: 107195.57 E: 214418.96 8'' DI 11.25° BEND MJ N: 107197.33 E: 214406.70 8'' GV MJ N: 107189.44 E: 214114.21 8'' GV MJ N: 107195.52 E: 214339.57 8'' GV MJ N: 106960.48 E: 214640.98 8'' GV MJ N: 107190.57 E: 214343.62 8'' GV MJ N: 107041.95 E: 214347.64 8'' GV MJ N: 106873.99 E: 214352.18 INSTALL FH ASSEMBLY N: 107174.73 E: 214303.44 INSTALL FH ASSEMBLY N: 107043.30 E: 214203.38 6'' GV MJ N: 107047.05 E: 214342.65 6" SANITARY SEWER SERVICE 352 LF OF 8''PVC TRACT B TRACT E TRACT E TRACT A TRACT A TRACT A TRACT C TRACT C TRACT D TRACT D FIRE HYDRANT ASSEMBLY N: 106966.52 E: 214650.35 ST-B2 6'' GV MJ N: 107043.64 E: 214216.27 174 LF OF 8'' PVC 8"X6" DI TEE MJ N: 106958.00 E: 214645.33 8''x6'' DI TEE MJ N: 107194.53 E: 214302.91 WATER & STORM CROSSING WATER & STORM CROSSING WATER & STORM CROSSING SEWER & STORM CROSSING SEWER & STORM CROSSING WATER & SEWER CROSSING 4 LF OF 8'' PVC 8''x6'' DI TEE MJ N: 107047.18 E: 214347.50 3 LF OF 8'' PVC 8'' DI TEE MJ N: 107195.62 E: 214343.49 STORM LINE A SEE SHEET C7.0 STORM LINE B SEE SHEET C6.1 SANITARY LINE A SEE SHEET C6.2 SANITARY LINE A SEE SHEET C6.2 WATER & STORM CROSSING SANITARY LINE C SEE SHEET C6.2 SANITARY LINE B SEE SHEET C6.1 STORM OUTFALL B SEE SHEET C7.3 STORM OUTFALL A SEE SHEET C7.3 NHBZ LIMIT 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - U T I L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C5.1 UT I L I T Y P L A N 27 OF 51 KEY MAP SCALE: 1" = 375'NORTH NORTH C5.2 C5.3 C5.4 PROPERTY LINE LEGEND: COM E G S W W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS C5.1 SE E S H E E T C5 . 2 SEE SHEET C5.3 BBB B C C C BB B B B B B B B B B B B B B B W W S S W W S S S S UD UD UD FOS S I L C R E E K R E S E R V O I R I N L E T D I T C H CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BLDG 12 BLDG 11 STORM DRAIN B STORM DRAIN C ST-C1 ST-C2 FES-C3 FES-B3 SSMH-A5 RAIN GARDEN B RAIN GARDEN C WATER SERVICE LINE (TYP) SANITARY SERVICE LINE (TYP)352LFOF 8''PVC TRACT A TRACT C WATER & STORM CROSSING SEWER & STORM CROSSING STORM LINE B SEE SHEET C6.1 STORM LINE C SEE SHEET C6.2 SANITARY LINE A SEE SHEET C6.2 STORM OUTFALL B SEE SHEET C7.3 STORM OUTFALL C SEE SHEET C7.3 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - U T I L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C5.2 UT I L I T Y P L A N 28 OF 51 KEY MAP SCALE: 1" = 375'NORTH NORTH C5.1 C5.3 C5.4 PROPERTY LINE LEGEND: COM E G S W W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS C5.2 SEE SHEET #### SE E S H E E T C5 . 1 > > > >S S S S S S S E E E E E E E E E E E E E G G G G G G G G G G G W ELEC WVWV S H2OVENT WV WV HYD S SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS WV WV WV WV S H2OVENT S WVWV WV D D D C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSS T T T FDC W W W W W W W W W S S S S WWWWW S S S S S S S W W S S S S S S S SS S S W W W W W W W W W W W W W WW W S S S S W W WW W W S S S S SS S UD CI N Q U E F O I L L A N E BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 20 2 0 0 0 7 3 9 2 5 IMAGO ENTERPRISE INC REC. NO. 2024005414 LE FEVER DRIVE BLDG 101 BLDG 101 BLDG 20 BLDG 21BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 24 BLDG 27BLDG 28 CONNECT TO EX. SANITARY MANHOLE SANITARY SERVICE LINE (TYP) WATER SERVICE LINE (TYP) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T STORM DRAIN C STORM DRAIN D EX. FIRE HYDRANT EX. FIRE HYDRANT ST-D1 ST-C1 ST-C2 ST-B1 FES-C3 EX. SSMH-B SSMH-B1 SSMH-B3 SSMH-B1-1 SSMH-B2 SSMH-A5 SSMH-A6 EX . 8 " P V C S A N I T A R Y S E W E R EX . 8 " P V C W A T E R L I N E EX . 8 " R C P S T O R M D R A I N EX. 8" PVC SANITARY SEWER EX. 8" PVC WATER LINE EX. 8" RCP STORM DRAIN EX . 8 " R C P S T O R M D R A I N EX . 8 " P V C S A N I T A R Y S E W E R EX . 8 " P V C W A T E R L I N E 8" PVC SANITARY SEWER 6" SANITARY SEWER SERVICE 6" FIRE SERVICE 4" DOMESTIC WATER SERVICE 8" PVC SANITARY SEWER PRIVATE 2" WATER SERVICE LINE SS CO 72 L F O F 8 ' ' P V C 14 LF OF 8'' PVC 3 LF OF 6'' PVC 23 LF OF 8'' PVC 10 LF OF 6'' PVC 3 LF OF 8'' PVC 16 7 L F O F 8 ' ' P V C 78 L F O F 8 ' ' P V C 3 LF OF 8'' PVC 4 LF OF 8'' PVC 14 LF OF 6'' PVC 3 LF OF 6'' PVC 126 LF OF 6'' PVC 10 0 L F O F 6 ' ' P V C 12 LF OF 6'' PVC 4 LF OF 8'' PVC 3 LF OF 8'' PVC 8'' DI 22.5° BEND MJ N: 106658.76 E: 214386.05 8'' DI 22.5° BEND MJ N: 106725.68 E: 214356.19 8'' DI 45° BEND MJ N: 106623.98 E: 214182.79 8'' DI 45° BEND MJ N: 106634.52 E: 214171.57 6'' DI 90° BEND MJ N: 106630.61 E: 214428.82 8'' DI CROSS MJ N: 106629.48 E: 214386.83 INSTALL FH ASSEMBLY N: 106508.45 E: 214261.81 INSTALL FH ASSEMBLY N: 106511.96 E: 214390.00 8'' GV MJ N: 106873.99 E: 214352.18 8'' GV MJ N: 106795.32 E: 214354.30 8'' GV MJ N: 106635.06 E: 214386.68 6'' GV MJ N: 106621.43 E: 214258.83 6'' GV MJ N: 106520.59 E: 214261.49 8'' GV MJ N: 106629.36 E: 214382.45 INSTALL FH ASSEMBLY N: 106787.39 E: 214210.30 INSTALL FH ASSEMBLY N: 106620.69 E: 214429.09 6" SANITARY SEWER SERVICE 4" SANITARY SEWER SERVICE W/ GREASE INTERCEPTOR 4" SANITARY SEWER SERVICE W/ GREASE INTERCEPTOR 6" SANITARY SEWER SERVICE 352 LF OF 8''PVC TRACT E TRACT A TRACT E TRACT E TRACT B TRACT A TRACT A TRACT A TRACT A ST-B2 6'' GV MJ N: 106787.73 E: 214223.02 75 LF OF 8'' PVC 6'' GV MJ N: 106526.35 E: 214389.62 FIRE HYDRANT ASSEMBLY N: 106770.24 E: 214394.01 6'' GV MJ N: 106791.14 E: 214349.86 8"X6" DI TEE MJ N: 106769.18 E: 214355.01 8"X6" DI TEE MJ N: 106958.00 E: 214645.33 WATER & STORM CROSSING WATER & STORM CROSSING SEWER & STORM CROSSING SEWER & STORM CROSSING WATER & SEWER CROSSING WATER & SEWER CROSSING 93 L F O F 6 ' ' P V C 8''X6'' DI RED MJ N: 106619.88 E: 214387.09 4 LF OF 8'' PVC 8''X6'' DI RED MJ N: 106629.62 E: 214392.11 36 LF OF 6'' PVC 2 LF OF 6'' PVC 6'' GV MJ N: 106627.14 E: 214428.92 6 LF OF 6'' PVC 8''x6'' DI TEE MJ N: 106626.03 E: 214258.71 123 LF OF 8'' PVC 8''x6'' DI TEE MJ N: 106791.26 E: 214354.41 64 L F O F 8 ' ' P V C SANITARY LINE A SEE SHEET C6.2 SANITARY LINE B SEE SHEET C6.1 SANITARY LINE B SEE SHEET C6.1 SANITARY LINE B1 SEE SHEET C6.1 STORM LINE D SEE SHEET C7.2 STORM LINE D SEE SHEET C7.2 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - U T I L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C5.3 UT I L I T Y P L A N 29 OF 51 KEY MAP SCALE: 1" = 375'NORTH NORTH C5.1 C5.2 C5.4 PROPERTY LINE LEGEND: COM E G S W W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS SEE SHEET C5.1 SE E S H E E T C5 . 4 C5.3 E E E E G G G ELEC WVWV WV HYD WV WV WV S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WV WV WV WV WV WV WV WV F ES W W D C C C C C C C C C B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B B B B B B B B B B B B B B B B B B B B B B T T T T W W W W W W W W W S S S S S S S S S W W W W W W W W W S S S S S S S S S S S S S S S S SS UD UD UD UD FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H LE FEVER DRIVE MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION IMAGO ENTERPRISE INC REC.NO. 2024005414 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BLDG 101 BLDG 19 BLDG 18 BLDG 17 BLDG 16 BLDG 15 BLDG 14 BLDG 13 BLDG 12 BLDG 11 CONNECT TO EX. SANITARY MANHOLE CONNECT TO EX. 8" WATER 9' UTILITY EASEMENT STORM DRAIN C STORM DRAIN D EX. FIRE HYDRANT EX. POND OUTFALL ST-D2 ST-D3 ST-D4 ST-C1 ST-C2 FES-D5 FES-C3 SSMH-A1 SSMH-A2 SSMH-A3 SSMH-A4 SSMH-A5 EX. SSMH-A EX . 8 " P V C W A T E R L I N E RAIN GARDEN D EX. 8" RCP STORM DRAIN 6" SANITARY SEWER SERVICE EX. 24 " R C P S T O R M D R A I N WATER SERVICE LINE (TYP) SANITARY SERVICE LINE (TYP) WATER SERVICE LINE (TYP) SANITARY SERVICE LINE (TYP) 8" P V C S A N I T A R Y S E W E R SS CO 86 L F O F 8 ' ' P V C 91 LF OF 8 ' ' P V C 352 LF OF 8'' PVC 8'' DI 11.25° BEND MJ N: 106473.10 E: 214871.54 8'' GV MJ N: 106649.48 E: 214891.69 6" SANITARY SEWER SERVICE 6" PVC SANITARY SEWER SERVICE 4" SANITARY SEWER SERVICE W/ GREASE INTERCEPTOR 4" SANITARY SEWER SERVICE W/ GREASE INTERCEPTOR 352LFOF 8''PVC TRACT C TRACT A TRACT A TRACT A TRACT C TRACT D FIRE HYDRANT ASSEMBLY N: 106646.39 E: 214902.55 8"X6" DI TEE MJ N: 106645.63 E: 214891.99 WATER & STORM CROSSING WATER & STORM CROSSING SEWER & STORM CROSSING SEWER & STORM CROSSING STORM LINE C SEE SHEET C6.2 STORM LINE D SEE SHEET C7.2 SANITARY LINE A SEE SHEET C6.2 SANITARY LINE A SEE SHEET C6.2 SANITARY LINE A SEE SHEET C6.2 SANITARY LINE A SEE SHEET C6.2 SANITARY LINE A SEE SHEET C6.2 STORM OUTFALL D SEE SHEET C7.3 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - U T I L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C5.4 UT I L T Y P L A N 30 OF 51 KEY MAP SCALE: 1" = 375'NORTH NORTH C5.1 C5.2 C5.3 PROPERTY LINE LEGEND: COM E G S W W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS SEE SHEET C5.2 SE E S H E E T C5 . 3 C5.4 T T T >>>>> BLDG 2 BLDG 6 BLDG 32 BLDG 31 BLDG 3 BLDG 5BLDG 4BLDG 1 W W W W SSS WWW W SS S S S SS S S WW W W W W W W W W W W W S UD G G G G G G G E E W W W W W W W W E E E E E SS SS SS SS SS SS WCS IRR CONTROL IRR S WV WV WV WV WV WV S S ELEC ELEC F.O. VAULT F.O. VAULT F.O. VAULT HYD WV ELEC D D D 10+00 11+00 12+00 12+94 SSMH-C2 STA. 12+94.06 N:107187.47 E: 214412.09 294 LF ~ 8" PVC @ 0.45% SSMH-C1 STA. 10+00.00 N:107179.55 E: 214118.13 CONNECT TO EX. 12" SANITARY 9' U T I L I T Y E A S E M E N T 8" WATER LINE 8" WATER LINE SANITARY AND WATER CROSSING TRACT D BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 SANITARY SEWER SERVICE (TYP.) SANITARY SEWER SEE SHEET #### EXISTING STORM AND SANITARY CROSSING 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 10+00 11+00 12+00 13+00 13+50 SS M H - C 2 ST A : 1 2 + 9 4 . 0 6 RI M : 4 9 0 1 . 7 0 IN V O U T : 4 8 9 7 . 0 8 294 LF ~ 8" PVC @ 0.45% SS M H - C 1 ST A : 1 0 + 0 0 RI M : 4 9 0 5 . 1 3 IN V I N : 4 8 9 5 . 7 6 IN V I N : 4 8 9 5 . 7 6 IN V O U T : 4 8 9 5 . 5 6 EXISTING GROUND PROPOSED GRADE 1. 6 0 ' 8'' PVC WATER LINE INV: 4894.53 6'' PVC WATER LINE INV: 4894.45 1. 5 4 ' 2. 2 9 ' 36" RCP STORM CROSSING INV: 4890.17 KEY MAP SCALE: 1" = 375'NORTH PROPERTY LINE LEGEND: COM E G S W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S S W R . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C6.2 33 OF 51 NORTHNORTH HORZ.SCALE VERT.SCALE SANITARY LINE C 1" = 5' 1" = 20' C6.2 SA N I T A R Y S E W E R P L A N A N D P R O F I L E SA N I T A R Y L I N E C T T W W W W W S S W W W S S S S W S S S S S S S S S S S W W W W W W W W W W W W WW W W W W W W W W S S GA S S H2 O VENT SSSSSSSS GGGGGGGGGGG COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM EEEEEEEEEEEE EEEEEEEEEEE G G WWWWWWWWWWW W SSSSSSSSSS SSSS S S WV WV WVWV S EL E C H2 O VENT D D D 10 + 0 0 11 + 0 0 12+0013+0014+00 15 + 0 0 15 + 7 3 EX. SSMH-B STA. 10+00.00 N:106646.75 E: 214172.49 SSMH-B1 STA. 11+76.24 N:106638.45 E: 214348.54 SSMH-B3 STA. 15+69.67 N:106914.89 E: 214227.20 SSMH-B2 STA. 14+55.85 N:106917.96 E: 214340.99 17 6 L F ~ 8 " P V C @ 0 . 5 2 % 280 LF ~ 8" PVC @ 0.52% 11 4 L F ~ 8 " P V C @ 0 . 5 2 % 9' U T I L I T Y E A S E M E N T SANITARY LINE B WATER LINE WATER LINE 8" WATER LINE TRACT E TRAC T E TR A C T B CINQUEFOIL LANE 10 + 7 0 10 + 0 0 SANITARY LINE B 8" WATER LINE 8" WATER LINE 8" WATER LINE 8" WATER LINE 8" WATER LINE SANITARY SEWER SERVICE (TYP.) BLDG 20 BLDG 21 BLDG 22 BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 24 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 SS M H - B 1 ST A : 1 1 + 7 6 . 2 4 RI M : 4 9 0 6 . 4 8 IN V I N : 4 8 9 5 . 8 0 IN V I N : 4 8 9 5 . 8 0 IN V O U T : 4 8 9 5 . 6 0 176 LF ~ 8" PVC @ 0.52% 280 LF ~ 8" PVC @ 0.52% SS M H - B 2 ST A : 1 4 + 5 5 . 8 5 RI M : 4 9 0 3 . 7 7 IN V I N : 4 8 9 7 . 4 5 IN V O U T : 4 8 9 7 . 2 5 114 LF ~ 8" PVC @ 0.52% SS M H - B 3 ST A : 1 5 + 6 9 . 6 7 RI M : 4 9 0 5 . 6 3 IN V O U T : 4 8 9 8 . 0 4 EX . S S M H - B ST A : 1 0 + 0 0 RI M : 4 9 0 7 . 3 0 IN V I N : 4 8 9 4 . 6 8 IN V O U T : 4 8 9 4 . 4 3 EXISTING GROUND PROPOSED GRADE 6'' PVC WATER LINE INV: 4899.41 2. 1 1 ' T FDC BLDG 101 BLDG 20BLDG 21 BLDG 22 BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 24 W W W S S WWW S S S W S S S S S S S W WWW W W W W W WWW W W W W S GAS S H2OVENT SS SS SS E E E E E E E E E E E G W W W W W W W W W SS SS SS SS WV WV WV WV S ELEC H2OVENT DD SSMH-B1-1 STA. 11+76.24 N:106640.34 E: 214418.5670 LF ~ 8" PVC @ 0.52% 9' UTILITY EASEMENT TR A C T E TRACT B 10+70 10+00 8" WATER LINE SSMH-B1 STA. 10+00.00 N:106638.45 E: 214348.54 8" WATER LINE SANITARY AND WATER CROSSING SANITARY SEWER SERVICE (TYP.) BLDG 101 CI N Q U E F O I L L A N E SANITARY SEWER SERVICE (TYP.) 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 10+00 11+00 11+50 SS M H - B 1 ST A : 1 0 + 0 0 RI M : 4 9 0 6 . 4 8 IN V I N : 4 8 9 5 . 8 0 IN V I N : 4 8 9 5 . 8 0 IN V O U T : 4 8 9 5 . 6 0 70 LF ~ 8" PVC @ 0.52% SS M H - B 1 - 1 ST A : 1 0 + 7 0 . 0 4 RI M : 4 9 0 5 . 5 8 IN V O U T : 4 8 9 6 . 1 6 EXISTING GROUND PROPOSED GRADE 8'' PVC WATER LINE INV: 4900.55 4. 0 6 ' KEY MAP SCALE: 1" = 375'NORTH PROPERTY LINE LEGEND: COM E G S W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S S W R . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C6.1 32 OF 51 HORZ.SCALE VERT.SCALE SANITARY LINE B 1" = 5' 1" = 50'HORZ.SCALE VERT.SCALE SANITARY LINE B-1 1" = 5' 1" = 50' C6.1 NORTHNO R T H SA N I T A R Y S E W E R P L A N A N D P R O F I L E SA N I T A R Y L I N E S B & B 1 C C C C C C C C CC C C BB B B B B B B B B B B B B B BB B B B B B B B B B C C C B B B B B B B C B B B B B B B B B B B BB B B B B B B B B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B BBBB B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S SSSS S S S S S S S S S S S S S S T T T T > > FDC T T W W W W W W W W W W S S S S S S S S S S S S S S S S WW W W W W W W W W W W W W W W S S S S S S S S S S S W W W S S S S S S S UD UD UD WV GA S GA S WVWV SG WWW W W W W W W W W W W W W G CO M M E CO M M WV WV WV F. O . VA U L T EL E C EL E C TE L E WV SS GG G G F ES D > > > >> > S S S E E E E E E E E E G G G G G G W W W W TF TF TF EL E C 10+0011+00 12+00 13+00 14+00 15+0 0 16 + 0 0 17 + 0 0 18+ 0 0 19+ 0 0 20+ 0 0 12 + 9 4 SSMH-A1 STA. 11+38.77 N:106459.59 E: 214858.88 EX. SSMH-A STA. 10+33.53 N:106354.35 E: 214858.48 SSMH-A2 STA. 13+02.44 N:106621.49 E: 214882.90SSMH-A3 STA. 14+05.66 N:106723.44 E: 214866.72 SSMH-A8 STA. 18+67.93 N:107034.73 E: 214540.30 SSMH-A4 STA. 15+08.89 N:106815.63 E: 214820.27 SSMH-A5 STA. 15+93.87 N:106876.27 E: 214760.74 SSMH-A7 STA. 17+70.45 N:106965.03 E: 214608.45 SSMH-A9 STA. 20+06.01 N:107145.42 E: 214457.76 SSMH-A6 STA. 16+86.28 N:106927.27 E: 214683.68 105 LF ~ 8" PVC @ 0.45% 164 LF ~ 8" PVC @ 0 . 4 5 % 103 LF ~ 8" PVC @ 0 . 4 5 % 92 L F ~ 8 " P V C @ 0 . 4 5 % 84 LF ~ 8" PVC @ 0.45% 97 LF ~ 8" PVC @ 0.45% 138 LF ~ 8" PVC @ 0.45% 103 L F ~ 8" P V C @ 0 . 4 5 % 85 L F ~ 8" P V C @ 0 . 4 5 % STORM DRAIN A SEE SHEET C4.9 STORM DRAIN B SEE SHEET C4.9 STORM DRAIN D SEE SHEET C4.9 STORM DRAIN 43 SEE SHEET C4.9 STORM DRAIN C SEE SHEET C4.9 IM A G O E N T E R P R I S E I N C RE C . N O . 2 0 2 4 0 0 5 4 1 4 LE F E V E R D R I V E MO R N I N G S I D E V I L L A G E MA S T E R A S S O C I A T I O N IM A G O EN T E R P R I S E I N C RE C . NO . 20 2 4 0 0 5 4 1 4 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T SANITARY LINE A SANITARY LINE A 8" W A T E R L I N E 8" WATER LINE 8" WATER LINE STORM AND SANITARY CROSSING STORM AND SANITARY CROSSING STORM AND SANITARY CROSSING 8" WATER LINE 8" WATER LINE TRA C T D TRACT D SANITARY SEWER SERVICE (TYP.) SANITARY SEWER SERVICE (TYP.) BLDG 6 BLDG 7 BLDG 101 BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 17 BLDG 20 BLDG 5 BLDG 8 BLDG 9 BLDG 18 BLDG 19 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50 105 LF ~ 8" PVC @ 0.45% SS M H - A 1 ST A : 1 1 + 3 8 . 7 7 RI M : 4 9 0 4 . 5 1 IN V I N : 4 8 9 1 . 9 4 IN V O U T : 4 8 9 1 . 8 4 164 LF ~ 8" PVC @ 0.45% SS M H - A 2 ST A : 1 3 + 0 2 . 4 4 RI M : 4 9 0 3 . 4 6 IN V I N : 4 8 9 2 . 7 7 IN V I N : 4 8 9 3 . 3 3 IN V O U T : 4 8 9 2 . 6 7 103 LF ~ 8" PVC @ 0.45% SS M H - A 3 ST A : 1 4 + 0 5 . 6 6 RI M : 4 9 0 3 . 3 1 IN V I N : 4 8 9 3 . 3 4 IN V O U T : 4 8 9 3 . 2 4 103 LF ~ 8" PVC @ 0.45% SS M H - A 4 ST A : 1 5 + 0 8 . 8 9 RI M : 4 9 0 2 . 7 8 IN V I N : 4 8 9 3 . 9 0 IN V O U T : 4 8 9 3 . 8 0 85 LF ~ 8" PVC @ 0.45% SS M H - A 5 ST A : 1 5 + 9 3 . 8 7 RI M : 4 9 0 2 . 3 0 IN V I N : 4 8 9 4 . 3 8 IN V O U T : 4 8 9 4 . 2 8 92 LF ~ 8" PVC @ 0.45% SS M H - A 6 ST A : 1 6 + 8 6 . 2 8 RI M : 4 9 0 1 . 8 8 IN V I N : 4 8 9 4 . 9 0 IN V O U T : 4 8 9 4 . 8 0 84 LF ~ 8" PVC @ 0.45% SS M H - A 7 ST A : 1 7 + 7 0 . 4 5 RI M : 4 9 0 2 . 2 9 IN V I N : 4 8 9 5 . 3 8 IN V O U T : 4 8 9 5 . 2 8 SS M H - A 8 ST A : 1 8 + 6 7 . 9 3 RI M : 4 9 0 3 . 1 5 IN V I N : 4 8 9 5 . 9 2 IN V O U T : 4 8 9 5 . 8 2 138 LF ~ 8" PVC @ 0.45% SS M H - A 9 ST A : 2 0 + 0 6 . 0 1 RI M : 4 9 0 2 . 2 3 IN V O U T : 4 8 9 6 . 5 4 EX . S S M H - A ST A : 1 0 + 3 3 . 5 3 RI M : 4 9 0 3 . 7 9 IN V I N : 4 8 9 1 . 3 6 18" RCP STORM CROSSING INV: 4897.47 18" RCP STORM CROSSING INV: 4898.35 EXISTING GROUND PROPOSED GRADE 97 LF ~ 8" PVC @ 0.45%1. 5 9 ' 3. 0 1 ' 7. 0 2 ' 164 LF ~ 8" PVC @ 0.45% 18" RCP STORM CROSSING INV: 4900.12 KEY MAP SCALE: 1" = 375'NORTH PROPERTY LINE LEGEND: COM E G S W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S S W R . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C6.0 SA N I T A R Y S E W E R P L A N A N D P R O F I L E SA N I T A R Y L I N E A 31 OF 51 NO R T H HORZ.SCALE VERT.SCALE SANITARY LINE A 1" = 5' 1" = 50' C6.0 F ES D T T T > > > BLD G 2 BLD G 6 BLD G 7 BLD G 3 1 BLD G 3 BLD G 5 BLD G 4 BLD G 8 W W W S S W W S S S S S S S S W W W W W W W W S UD ST-A1 STA: 10+67.14 RIM: 4901.32 INV OUT: 4897.91 27 LF ~ 24" RCP @ 0.40% 35 LF ~ 30" RCP @ 0.40% ST-A2 STA: 10+40.40 RIM: 4901.35 INV IN: 4897.80 INV OUT: 4897.80 FES-A3 STA: 10+05.81 RIM: 4900.54 INV IN: 4897.66 10+00 10+68 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 10+0011+0011+50 1. 9 8 ' 8'' PVC WATER LINE INV: 4894.92 ST - A 1 ST A : 1 0 + 6 7 . 1 4 RI M : 4 9 0 1 . 3 2 IN V O U T : 4 8 9 7 . 9 1 ST - A 2 ST A : 1 0 + 4 0 . 4 0 RI M : 4 9 0 1 . 3 5 IN V I N : 4 8 9 7 . 8 0 IN V O U T : 4 8 9 7 . 8 0 FE S - A 3 ST A : 1 0 + 0 5 . 8 1 RI M : 4 9 0 0 . 5 4 IN V I N : 4 8 9 7 . 6 6 35 LF ~ 30" RCP @ 0.40% 27 LF ~ 24" RCP @ 0.40% EXISTING GROUND PROPOSED GRADE 100-YR HGL 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 10+0011+0011+50 3. 0 1 ' 1. 9 8 ' 8'' PVC WATER LINE INV: 4895.42 8" PVC SEWER CROSSING INV: 4894.44 FE S - C 3 ST A : 1 0 + 0 3 . 0 1 RI M : 4 8 9 9 . 8 9 IN V I N : 4 8 9 8 . 1 0 ST - C 2 ST A : 1 0 + 4 5 . 6 3 RI M : 4 9 0 1 . 9 6 IN V I N : 4 8 9 8 . 2 7 IN V O U T : 4 8 9 8 . 2 7 ST - C 1 ST A : 1 0 + 7 1 . 6 3 RI M : 4 9 0 2 . 0 1 IN V O U T : 4 8 9 8 . 3 7 43 LF ~ 18" RCP @ 0.40% 26 LF ~ 18" RCP @ 0.40% EXISTING GROUND PROPOSED GRADE 100-YR HGL C C C C C C C B B B B B B B B B B B B B B B B B B B B B B B B B B C C C B B B B B B B C B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S T T BLD G 1 0 BLD G 1 1 BLD G 1 2 W W W S S S W W W S S S S S UD ST-C1 STA: 10+71.63 RIM: 4902.01 INV OUT: 4898.37 26 LF ~ 18" RCP @ 0.40% ST-C2 STA: 10+45.63 RIM: 4901.96 INV IN: 4898.27 INV OUT: 4898.27 43 LF ~ 18" RCP @ 0.40% FES-C3 STA: 10+03.01 RIM: 4899.89 INV IN: 4898.10 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S T R M . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C7.0 ST O R M W A T E R P L A N A N D P R O F I L E ST O R M L I N E S A & B 34 OF 51 PROPERTY LINE LEGEND: COM E G S W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS KEY MAP SCALE: 1" = 375'NORTH NORTH HORZ.SCALE VERT.SCALE STORM LINE A 1" = 5' 1" = 50'HORZ.SCALE VERT.SCALE STORM LINE B 1" = 5' 1" = 50' C7.0 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 10+0011+0011+50 3. 0 1 ' 1. 9 8 ' 8'' PVC WATER LINE INV: 4895.42 8" PVC SEWER CROSSING INV: 4894.44 FE S - C 3 ST A : 1 0 + 0 3 . 0 1 RI M : 4 8 9 9 . 8 9 IN V I N : 4 8 9 8 . 1 0 ST - C 2 ST A : 1 0 + 4 5 . 6 3 RI M : 4 9 0 1 . 9 6 IN V I N : 4 8 9 8 . 2 7 IN V O U T : 4 8 9 8 . 2 7 ST - C 1 ST A : 1 0 + 7 1 . 6 3 RI M : 4 9 0 2 . 0 1 IN V O U T : 4 8 9 8 . 3 7 43 LF ~ 18" RCP @ 0.40% 26 LF ~ 18" RCP @ 0.40% EXISTING GROUND PROPOSED GRADE 100-YR HGL B B B B B B B B B B B B B B B C C C B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B BLD G 1 1 BLD G 1 2 W W W W S S W S S S S S UD UD ST-C1 STA: 10+71.63 RIM: 4902.01 INV OUT: 4898.37 26 LF ~ 18" RCP @ 0.40% ST-C2 STA: 10+45.63 RIM: 4901.96 INV IN: 4898.27 INV OUT: 4898.27 43 LF ~ 18" RCP @ 0.40% FES-C3 STA: 10+03.01 RIM: 4899.89 INV IN: 4898.10 C7.1 35 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S T R M . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 PROPERTY LINE LEGEND: COM E G S W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS KEY MAP SCALE: 1" = 375'NORTH NORTH HORZ.SCALE VERT.SCALE STORM LINE C 1" = 5' 1" = 50' ST O R M W A T E R P L A N A N D P R O F I L E ST O R M L I N E C C7.1 4885 4890 4895 4900 4905 4910 4915 4920 4885 4890 4895 4900 4905 4910 4915 4920 10+0011+0012+0013+0014+0015+00 7. 0 2 ' 1. 7 8 ' 8'' PVC WATER LINE INV: 4897.40 8" PVC SEWER CROSSING INV: 4892.21 ST - D 1 ST A : 1 4 + 5 1 . 1 5 RI M : 4 9 0 8 . 4 5 IN V O U T : 4 9 0 3 . 1 3 ST - D 2 ST A : 1 0 + 9 4 . 9 7 RI M : 4 9 0 7 . 5 7 IN V I N : 4 9 0 0 . 2 8 IN V O U T : 4 9 0 0 . 2 8 ST-D3 STA: 10+61.75 RIM: 4903.38 INV IN:4900.15 INV OUT:4900.15 ST - D 4 ST A : 1 0 + 3 5 . 6 7 RI M : 4 9 0 2 . 6 5 IN V I N : 4 9 0 0 . 0 5 IN V O U T : 4 9 0 0 . 0 5 FE S - D 5 ST A : 1 0 + 0 2 . 7 2 RI M : 4 9 0 1 . 7 1 IN V I N : 4 8 9 9 . 9 2 356 LF ~ 18" RCP @ 0.80% 33 LF ~ 18" RCP @ 0.40% 26 LF ~ 18" RCP @ 0.40% 33 LF ~ 18" RCP @ 0.40% PROPOSED GRADE EXISTING GROUND 100-YR HGL WV HYD WV GAS GAS WV WV S G W W W W W W W W W W W W W W W W W G COMM COMMEECOMMCOMM WV WV WV F.O. VAULT ELEC ELEC TELE WV WV WV ELEC ELEC SS G G G G G > > > S S S E E E E E E G G G G G G W TF TF ELEC BLDG 17 BLDG 20BLDG 21 BLDG 18 BLDG 19 W W W S S S S S W W WW W W S S S W SS UD UD 14+53 11+0012+0013+0014+00 ST-D1 STA: 14+51.15 RIM: 4908.45 INV OUT: 4903.13 356 LF ~ 18" RCP @ 0.80%ST-D2 STA: 10+94.97 RIM: 4907.57 INV IN: 4900.28 INV OUT: 4900.28 33 LF ~ 18" RCP @ 0.40% ST-D3 STA: 10+61.75 RIM: 4903.38 INV IN: 4900.15 INV OUT: 4900.15 26 LF ~ 18" RCP @ 0.40% ST-D4 STA: 10+35.67 RIM: 4902.65 INV IN: 4900.05 INV OUT: 4900.05 33 LF ~ 18" RCP @ 0.40% FES-D5 STA: 10+02.72 RIM: 4901.71 INV IN: 4899.92 C7.2 36 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S T R M . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 PROPERTY LINE LEGEND: COM E G S W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS KEY MAP SCALE: 1" = 375'NORTH NORTH HORZ.SCALE VERT.SCALE STORM LINE D 1" = 5' 1" = 50' C7.2 ST O R M W A T E R P L A N A N D P R O F I L E ST O R M L I N E D 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 10+00 11+00 11+50 RG A - 2 ST A : 1 0 + 7 9 . 4 4 RI M : 4 8 9 8 . 6 6 IN V I N : 4 8 9 4 . 8 6 IN V O U T : 4 8 9 3 . 7 6 RG A - 1 ST A : 1 0 + 0 1 . 6 5 RI M : 4 8 9 5 . 6 1 IN V O U T : 4 8 9 5 . 2 5 RG A - 3 ST A : 1 0 + 9 6 . 9 5 RI M : 4 8 9 5 . 2 9 IN V I N : 4 8 9 3 . 6 8 18 LF ~ 18" HDPE @ 0.50% 78 LF ~ 4" PVC @ 0.50% PROPOSED GRADE EXISTING GROUND FES D T >>> BLDG 6 BLDG 7 BLDG 5BLDG 4 BLDG 8 BLDG 9 W W W S W S S S S S W W W W W S UD 10+ 0 0 11+00 RG A-1 STA: 10+01.65 RIM: 4895.61 INV OUT: 4895.25 RG A-2 STA: 10+79.44 RIM: 4898.66 INV IN: 4894.86 INV OUT: 4893.76 18 LF ~ 18" HDPE @ 0.50% 78 L F ~ 4" P V C @ 0 . 5 0 % RG A-3 STA: 10+96.95 RIM: 4895.29 INV IN: 4893.68 B B B BBB B B C C C BB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S T BLDG 6 BLDG 7 BLDG 10 BLDG 11 BLDG 12 BLDG 8 BLDG 9 W W W S S S S S W W W W W S S S SS UD 10+ 0 0 11 + 0 0 RG B-1 STA: 10+00.59 RIM: 4895.26 INV OUT: 4894.89 51 L F ~ 4" P V C @ 0 . 5 0 % RG B-2 STA: 10+51.80 RIM: 4898.25 INV IN: 4894.63 INV OUT: 4892.64 49 LF ~ 18" HDPE @ 1.28% RG B-3 STA: 11+00.55 RIM: 4893.64 INV IN: 4892.02 B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S T T BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 W W S S S S W W W S S S S UDRG C-1 STA: 10+00 RIM: 4896.13 INV OUT: 4895.76 11 + 0 0 72 L F ~ 4" P V C @ 0 . 5 0 % RG C-2 STA: 10+71.96 RIM: 4899.09 INV IN: 4895.40 INV OUT: 4892.67 33 LF ~ 18" HDPE @ 5.00% RG C-3 STA: 11+05.08 RIM: 4892.63 INV IN: 4891.02 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 10+00 11+00 11+25 RG B - 2 ST A : 1 0 + 5 1 . 8 0 RI M : 4 8 9 8 . 2 5 IN V I N : 4 8 9 4 . 6 3 IN V O U T : 4 8 9 2 . 6 4 RG B - 3 ST A : 1 1 + 0 0 . 5 5 RI M : 4 8 9 3 . 6 4 IN V I N : 4 8 9 2 . 0 2 RG B - 1 ST A : 1 0 + 0 0 . 5 9 RI M : 4 8 9 5 . 2 6 IN V O U T : 4 8 9 4 . 8 9 49 LF ~ 18" HDPE @ 1.28% 51 LF ~ 4" PVC @ 0.50% EXISTING GROUND PROPOSED GRADE 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 10+00 11+00 11+25 RG C - 1 ST A : 1 0 + 0 0 RI M : 4 8 9 6 . 1 3 IN V O U T : 4 8 9 5 . 7 6 RG C - 2 ST A : 1 0 + 7 1 . 9 6 RI M : 4 8 9 9 . 0 9 IN V I N : 4 8 9 5 . 4 0 IN V O U T : 4 8 9 2 . 6 7 RG C - 3 ST A : 1 1 + 0 5 . 0 8 RI M : 4 8 9 2 . 6 3 IN V I N : 4 8 9 1 . 0 2 72 LF ~ 4" PVC @ 0.50% 33 LF ~ 18" HDPE @ 5.00% PROPOSED GRADE EXISTING GROUND C7.3 37 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S T R M . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 PROPERTY LINE LEGEND: COM E G S W EXISTING EASEMENT EXISTING COMMUNICATIONS LINE PROPOSED COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE 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 CITY OF FORT COLLINS WATER/WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, 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. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATICE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. PROPOSED 8" GATE VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED COMBINATION INLET PROPOSED FLARED END SECTION PROPOSED MANHOLE HYD COMM E G SS KEY MAP SCALE: 1" = 375'NORTH NORTH HORZ.SCALE VERT.SCALE RAIN GARDEN A 1" = 5' 1" = 50' C7.2 ST O R M W A T E R P L A N A N D P R O F I L E ST O R M O U T F A L L S HORZ.SCALE VERT.SCALE RAIN GARDEN B 1" = 5' 1" = 50'HORZ.SCALE VERT.SCALE RAIN GARDEN C 1" = 5' 1" = 50' C8.0 SI T E D E T A I L S 38 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - C O N S T R U C T I O N D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 PRIVATE CURBS ONLY PRIVATE CURB & GUTTER INFALL CURB NTS OUTFALL CURB PUBLIC CURBS ONLY C8.1 SI T E D E T A I L S 39 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - C O N S T R U C T I O N D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C8.2 SI T E D E T A I L S 40 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - C O N S T R U C T I O N D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C8.3 ST O R M W A T E R D E T A I L S 41 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S T O R M W A T E R D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C8.4 ST O R M W A T E R D E T A I L S 42 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S T O R M W A T E R D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 Inlet Schedule ID Type Grates (#) Inlet ST-A1 Combo Inlet 3 Inlet ST-A2 Combo Inlet 3 Inlet ST-B1 Combo Inlet 2 Inlet ST-B2 Combo Inlet 1 Inlet ST-C1 Combo Inlet 2 Inlet ST-C2 Combo Inlet 1 Inlet ST-D1 Combo Inlet 2 Inlet ST-D2 Combo Inlet 1 C8.5 ST O R M W A T E R D E T A I L S 43 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - S T O R M W A T E R D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 K:\NCO_Civil\292068000_Touchmark\CADD\References C8.6 UT I L I T Y D E T A I L S 44 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - U T I L I T Y D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 K:\NCO_Civil\292068000_Touchmark\CADD\References C8.7 UT I L I T Y D E T A I L S 45 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - U T I L I T Y D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 K:\NCO_Civil\292068000_Touchmark\CADD\References C8.8 UT I L I T Y D E T A I L S 46 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - U T I L I T Y D E T A I L S . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 49 0 5 49 0 5 49 0 6 49 0 7 490 8 49 0 8 49034904 490 5 4906 4906 490 6 49 0 6 4906 49 0 0 49 0 5 48 9 6 48 9 7 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 4 49 0 0 490 5 4899 49 0 1 49 0 2 490 3 49 0 4 490 6 48 9 0 48 9 5 49 0 0 4890 4895 4900 488 0 488 5 4890 4890 48 9 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 488 5 48 8 5 48 8 5 489 0 48 9 0 48 9 0 489 5 4900 488 5 488 6 48 8 7 49 0 5 49 0 1 49 0 2 49 0 3 490 4 49 0 6 4907 4887 4887 4888 4888 4892 489 2 48 9 2 48 9 2 48 9 2 48 9 2 489 1 48 9 1 48 9 2489 3 49 0 2 48 8 0 48 8 5 48 7 9 48 8 1 48 8 2 48 8 3 48 8 4 4904 4904 4905490649074908 490 8 49 0 5 49 0 5 49 0 4 4888 4890 48 8 6 488 74888488948914892489 3 489 4 W W FES FES D D D D D D D D SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LE FEVER DRIVE CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - E R O S - I N I . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C9.0 IN I T I A L E R O S I O N C O N T R O L P L A N 47 OF 51 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. LEGEND: CF SF X X PROPERTY LINE NORTH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING UTILITIES INSTALLATION FLATWORK INSTALLATION LANDSCAPE DEMOBILIZATION BEST MANAGEMENT PRACTICE (BMP) STRUCTURAL INSTALLATION Silt Fence Barriers* Contour Furrows (Ripping/Discing) Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Rock Bags* Riprap *Temporary BMP to be removed when construction completed Vegetative Temporary Seeding/Planting Mulcing/Sealant Permanent Seeding/Planting Sod Installation Rolled Products Existing Downstream Inlets Existing Downstream Inlets Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days TABLE OF CALCULATIONS TOTAL AREA OF DISTURBANCE 15.3 ACRES TOTAL ONSITE DISTURBANCE 14.8 ACRES TOTAL OFFSITE DISTURBANCE 0.5 ACRES TOTAL STORAGE/STAGING AREAS NOT INCLUDED IN ONSITE OR OFFSITE N/A TOTAL AREA OF NEW OR IMPROVED HAUL ROADS N/A HEAVY CONSTRUCTION VEHICLE TRAFFIC AREAS N/A APPROX. PERCENT OF PROJECT DISTURBED AT ONE TIME 79% ESTIMATE PRE-EXISTING VEGETATIVE COVER 100% EXISTING SOIL TYPE TYPE C DEPTH TO GROUNDWATER (FT)22 - 28 FEET NUMBER OF PHASES 1 TOTAL VOLUME OF MATERIAL IMPORTED (+) OR EXPORTED (-)+41,778 TOTAL AREA OF OFFSITE STOCKPILING OF FILL N/A STEEPEST SLOPE (H:V)5:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA (>75 FEET PUT N/A)N/A 49 0 5 49 0 5 49 0 6 49 0 7 490 8 49 0 8 49034904 490 5 4906 4906 490 6 49 0 6 4906 49 0 0 49 0 5 48 9 6 48 9 7 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 4 49 0 0 490 5 4899 49 0 1 49 0 2 490 3 49 0 4 490 6 48 9 0 48 9 5 49 0 0 4890 4895 4900 488 0 488 5 4890 4890 48 9 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 488 5 48 8 5 48 8 5 489 0 48 9 0 48 9 0 489 5 4900 488 5 488 6 48 8 7 49 0 5 49 0 1 49 0 2 49 0 3 490 4 49 0 6 4907 4887 4887 4888 4888 4892 489 2 48 9 2 48 9 2 48 9 2 48 9 2 489 1 48 9 1 48 9 2489 3 49 0 2 48 8 0 48 8 5 48 7 9 48 8 1 48 8 2 48 8 3 48 8 4 4904 4904 4905490649074908 490 8 49 0 5 49 0 5 49 0 4 4888 4890 48 8 6 488 74888488948914892489 3 489 4 49 0 0 9899123 3 4 6 49 0 5 6789 9 99 49 0 5 6 8 7 49 0 5 4 3 4 2 98 96 3 3 22 33 96 97 4905 3 4 6 789 490 5 3 46 7 89 234 49 0 0 4905 991234 1 2 4905 3 4 6 777 8 9 7 8 9 6 7 8 49 1 0 7 8 9 4905 4910 67 8 9 96 97 98 98 4900 99 1 22 2 490 5 6 6 6 7 8 9 7 6 7 8 490 5 4 2 2 3 3 3 4 490 5 490 5 4 4 490 01 99 98 48 9 5 93 49 0 0 98 48 9 5 96 IRRCONTROL IRR FES FES D D D D D D D D C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS T T T T T T T T >>>> FDC BLDG 2 BLDG 6 BLDG 7 BLDG 101 BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 17 BLDG 20BLDG 21 BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 32 BLDG 31 BLDG 24 BLDG 3 BLDG 5BLDG 4 BLDG 8 BLDG 9 BLDG 18 BLDG 19 BLDG 1 T T SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION UD UD UDRAIN GARDEN D RAIN GARDEN C RAIN GARDEN B RAIN GARDEN A TRACT B TRACT A TRACT C TRACT E TRACT B TRACT A TRACT A TRACT C TRACT C TRACT D TRACT D 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - E R O S - I N T . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C9.1 IN T E R I M E R O S I O N C O N T R O L P L A N 48 OF 51 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. LEGEND: CF SF X X PROPERTY LINE NORTH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING UTILITIES INSTALLATION FLATWORK INSTALLATION LANDSCAPE DEMOBILIZATION BEST MANAGEMENT PRACTICE (BMP) STRUCTURAL INSTALLATION Silt Fence Barriers* Contour Furrows (Ripping/Discing) Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Rock Bags* Riprap *Temporary BMP to be removed when construction completed Vegetative Temporary Seeding/Planting Mulcing/Sealant Permanent Seeding/Planting Sod Installation Rolled Products Existing Downstream Inlets Existing Downstream Inlets Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days TABLE OF CALCULATIONS TOTAL AREA OF DISTURBANCE 15.3 ACRES TOTAL ONSITE DISTURBANCE 14.8 ACRES TOTAL OFFSITE DISTURBANCE 0.5 ACRES TOTAL STORAGE/STAGING AREAS NOT INCLUDED IN ONSITE OR OFFSITE N/A TOTAL AREA OF NEW OR IMPROVED HAUL ROADS N/A HEAVY CONSTRUCTION VEHICLE TRAFFIC AREAS N/A APPROX. PERCENT OF PROJECT DISTURBED AT ONE TIME 79% ESTIMATE PRE-EXISTING VEGETATIVE COVER 100% EXISTING SOIL TYPE TYPE C DEPTH TO GROUNDWATER (FT)22 - 28 FEET NUMBER OF PHASES 1 TOTAL VOLUME OF MATERIAL IMPORTED (+) OR EXPORTED (-)+41,778 TOTAL AREA OF OFFSITE STOCKPILING OF FILL N/A STEEPEST SLOPE (H:V)5:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA (>75 FEET PUT N/A)N/A C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS T T T T T T T T >>>> FDC BLDG 2 BLDG 6 BLDG 7 BLDG 101 BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 17 BLDG 20BLDG 21 BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 32 BLDG 31 BLDG 24 BLDG 3 BLDG 5BLDG 4 BLDG 8 BLDG 9 BLDG 18 BLDG 19 BLDG 1 T T 49 0 5 49 0 5 49 0 6 49 0 7 490 8 49 0 8 49034904 490 5 4906 4906 490 6 49 0 6 4906 49 0 0 49 0 5 48 9 6 48 9 7 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 4 49 0 0 490 5 4899 49 0 1 49 0 2 490 3 49 0 4 490 6 48 9 0 48 9 5 49 0 0 4890 4895 4900 488 0 488 5 4890 4890 48 9 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 488 5 48 8 5 48 8 5 489 0 48 9 0 48 9 0 489 5 4900 488 5 488 6 48 8 7 49 0 5 49 0 1 49 0 2 49 0 3 490 4 49 0 6 4907 4887 4887 4888 4888 4892 489 2 48 9 2 48 9 2 48 9 2 48 9 2 489 1 48 9 1 48 9 2489 3 49 0 2 48 8 0 48 8 5 48 7 9 48 8 1 48 8 2 48 8 3 48 8 4 4904 4904 4905490649074908 490 8 49 0 5 49 0 5 49 0 4 4888 4890 48 8 6 488 74888488948914892489 3 489 4 49 0 0 9899123 3 4 6 49 0 5 6789 9 99 49 0 5 6 8 7 49 0 5 4 3 4 2 98 96 3 3 22 33 96 97 4905 3 4 6 789 490 5 3 46 7 89 234 49 0 0 4905 991234 1 2 4905 3 4 6 777 8 9 7 8 9 6 7 8 49 1 0 7 8 9 4905 4910 67 8 9 96 97 98 98 4900 99 1 22 2 490 5 6 6 6 7 8 9 7 6 7 8 490 5 4 2 2 3 3 3 4 490 5 490 5 4 4 490 01 99 98 48 9 5 93 49 0 0 98 48 9 5 96 IRRCONTROL IRR FES FES D D D D D D D D UD UD UD LE FEVER DRIVE CI N Q U E F O I L L A N E HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION RAIN GARDEN D RAIN GARDEN C RAIN GARDEN B RAIN GARDEN A TRACT E TRACT B TRACT A TRACT C TRACT E TRACT B TRACT A TRACT A TRACT C TRACT C TRACT D TRACT D 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - E R O S - F I N . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 C9.2 FI N A L E R O S I O N C O N T R O L P L A N 49 OF 51 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. 7.FINAL LANDSCAPE TO BE INSTALLED WITH FINAL EROSION CONTROL, SEE LANDSCAPE PLANS. LEGEND: CF SF X X PROPERTY LINE NORTH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING UTILITIES INSTALLATION FLATWORK INSTALLATION LANDSCAPE DEMOBILIZATION BEST MANAGEMENT PRACTICE (BMP) STRUCTURAL INSTALLATION Silt Fence Barriers* Contour Furrows (Ripping/Discing) Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Rock Bags* Riprap *Temporary BMP to be removed when construction completed Vegetative Temporary Seeding/Planting Mulcing/Sealant Permanent Seeding/Planting Sod Installation Rolled Products Existing Downstream Inlets Existing Downstream Inlets Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days TABLE OF CALCULATIONS TOTAL AREA OF DISTURBANCE 15.3 ACRES TOTAL ONSITE DISTURBANCE 14.8 ACRES TOTAL OFFSITE DISTURBANCE 0.5 ACRES TOTAL STORAGE/STAGING AREAS NOT INCLUDED IN ONSITE OR OFFSITE N/A TOTAL AREA OF NEW OR IMPROVED HAUL ROADS N/A HEAVY CONSTRUCTION VEHICLE TRAFFIC AREAS N/A APPROX. PERCENT OF PROJECT DISTURBED AT ONE TIME 79% ESTIMATE PRE-EXISTING VEGETATIVE COVER 100% EXISTING SOIL TYPE TYPE C DEPTH TO GROUNDWATER (FT)22 - 28 FEET NUMBER OF PHASES 1 TOTAL VOLUME OF MATERIAL IMPORTED (+) OR EXPORTED (-)+41,778 TOTAL AREA OF OFFSITE STOCKPILING OF FILL N/A STEEPEST SLOPE (H:V)5:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA (>75 FEET PUT N/A)N/A C9.3 ER O S I O N C O N T R O L D E T A I L S 50 OF 51 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - E R O S - D E T L . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 GAS GAS GAS IRRCONTROL IRR F.O. VAULT F.O. VAULT F.O. VAULT F.O. VAULT TELE FES FES D D D D D D D D > > W W TF TF TF ELEC ELEC C C C C C C C CC C C C B B B B B B B B B B B B B B B B B B B B B BBB B B C C C BB B B B B B C B B B B B BBBB B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS T T T T T T T T >>>> FDC T T 49 0 5 49 0 5 49 0 6 49 0 7 490 8 49 0 8 49034904 490 5 4906 4906 490 6 49 0 6 4906 49 0 0 49 0 5 48 9 6 48 9 7 48 9 8 48 9 9 49 0 1 49 0 2 49 0 3 49 0 4 49 0 0 490 5 4899 49 0 1 49 0 2 490 3 49 0 4 490 6 48 9 0 48 9 5 49 0 0 4890 4895 4900 488 0 488 5 4890 4890 48 9 0 48 9 0 48 8 6 48 8 6 48 8 7 48 8 7 48 8 8 48 8 8 488 5 48 8 5 48 8 5 489 0 48 9 0 48 9 0 489 5 4900 488 5 488 6 48 8 7 49 0 5 49 0 1 49 0 2 49 0 3 490 4 49 0 6 4907 4887 4887 4888 4888 4892 489 2 48 9 2 48 9 2 48 9 2 48 9 2 489 1 48 9 1 48 9 2489 3 49 0 2 48 8 0 48 8 5 48 7 9 48 8 1 48 8 2 48 8 3 48 8 4 4904 4904 4905490649074908 490 8 49 0 5 49 0 5 49 0 4 4888 4890 48 8 6 488 74888488948914892489 3 489 4 UD UD UD 49 0 0 9899123 3 4 6 49 0 5 6789 9 99 49 0 5 6 8 7 49 0 5 4 3 4 2 98 96 3 3 22 33 96 97 4905 3 4 6 789 490 5 3 46 7 89 234 49 0 0 4905 991234 1 2 4905 3 4 6 777 8 9 7 8 9 6 7 8 49 1 0 7 8 9 4905 4910 67 8 9 96 97 98 98 4900 99 1 22 2 490 5 6 6 6 7 8 9 7 6 7 8 490 5 4 2 2 3 3 3 4 490 5 490 5 4 4 490 01 99 98 48 9 5 93 49 0 0 98 48 9 5 96 B1 D2 A2 C2Y Z X FES FES 1 FES INLET INLET INLET INLET INLET INLET OUTLET STRUCTURE INLET INLET INLET INLET OUTLET STRUCTURE FES FES RAIN GARDEN D RAIN GARDEN C RAIN GARDEN B RAIN GARDEN A OUTLET STRUCTURE LE FEVER DRIVE HARMONY ROAD 5 LLC REC. NO. 20240014424 CF WYATT MULTIFAMILY DST REC. NO. 20210032178 BA N N E R H E A L T H RE C . N O . 2 0 1 3 0 0 7 3 0 5 1 BS P V I B E L L C RE C . N O . 2 0 2 0 0 0 7 3 9 2 5 FO S S I L C R E E K R E S E R V O I R I N L E T D I T C H IMAGO ENTERPRISE INC REC. NO. 2024005414 MORNINGSIDE VILLAGE MASTER ASSOCIATION MORNINGSIDE VILLAGE MASTER ASSOCIATION CI N Q U E F O I L L A N E BLDG 1 BLDG 2 BLDG 6 BLDG 7 BLDG 101 BLDG 10 BLDG 11 BLDG 12 BLDG 13 BLDG 14 BLDG 15 BLDG 16 BLDG 17 BLDG 20 BLDG 21BLDG 22BLDG 23 BLDG 26 BLDG 25 BLDG 28 BLDG 27 BLDG 30 BLDG 29 BLDG 32 BLDG 31 BLDG 24 BLDG 3 BLDG 5BLDG 4 BLDG 8 BLDG 9 BLDG 18 BLDG 19 A3 B1 C3 D4 X Y Z A1 A3 B2 B3 C1 C3 D1 D3 D4 A2 A1 B2 B3 C2 C1 D3 D2 D1 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 4 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 . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 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 \ 2 9 2 0 6 8 0 0 0 _ T o u c h m a r k \ C A D D \ P l a n S h e e t s \ 2 9 2 0 6 8 0 0 0 _ C - D R N G . d w g PROJECT NO. SHEET TO U C H M A R K F O R T C O L L I N S JULY 16, 2025 MC LW AR 292068000 PROPERTY LINE LEGEND: C10.0 PR O P O S E D D R A I N A G E E X H I B I T 51 OF 51 NORTH RATIONAL CALCULATIONS SUMMARY DESIGN POINT TRIBUTARY BASINS TRIBUTARY AREA (AC) IMPERVIOUSNESS PEAK FLOWS (CFS) %Q2 Q100 On-Site Basins Flowing On-Site A1 A1 0.44 90%1.15 4.22 A2 A2 4.44 76%8.06 29.90 A3 A3 0.94 53%1.60 6.03 B1 B1 0.39 90%1.02 3.76 B2 B2 0.87 48%1.34 5.11 B3 B3 0.47 52%0.77 2.92 C1 C1 0.29 90%0.76 2.81 C2 C2 0.71 48%1.05 3.99 C3 C3 0.56 63%1.01 3.76 D1 D1 0.54 90%1.44 4.83 D2 D2 0.23 90%0.60 1.89 D3 D3 0.50 67%0.88 4.95 D4 D4 0.42 38%0.49 3.03 TOTAL 10.79 69%20.18 77.21 Combined On-Site Basins Flowing On-Site A A 5.81 73%11.67 43.35 B B 1.73 58%3.14 11.79 C C 1.56 61%4.00 15.00 D D 1.69 70%4.91 18.26 On-Site Basins Flowing Off-Site X X 7.03 13%5.70 23.41 Y Y 0.38 33%0.40 1.55 Z Z 0.62 13%0.41 1.70 TOTAL 8.03 14%6.52 26.66