Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plans - Utility Plan - 10/22/2025
EAST HARMONY ROAD ST R A U S S C A B I N R O A D IN T E R S T A T E 2 5 SITE 11' TRAVEL LANE 2% MIN 11' TRAVEL LANE 2% MAX 2% MIN 2% MIN 2% MIN 2% MIN 2% MAX 8.5' PARKWAY5' WALK 7' BIKE LANE 3' BIKE LANE BUFFER 9' UTILITY EASEMENT 8.5' PARKWAY 5' WALK 7' BIKE LANE 3' BIKE LANE BUFFER 9' UTILITY EASEMENT ±42' FL-FL ±69' ROW STREET A COLLECTOR WITH NO PARKING 2% MAX 2% MIN 2% MIN 2% MIN 2% MAX 11' TRAVEL LANE 11' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 11' TRAVEL LANE5' WALK 5' BIKE LANE 3' BIKE LANE BUFFER 9' UTILITY EASEMENT 8.5' PARKWAY 5' WALK 5' BIKE LANE 3' BIKE LANE BUFFER 9' UTILITY EASEMENT ±92' ROW ±73' FL-FL STREET A COLLECTOR WITH NO PARKING AND TURN LANES 0.5% MIN 2% MAX 5' WALK ±24' FL-FL 40' EMERGENCY ACCESS EASEMENT EMERGENCY ACCESS DRIVE 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R CO V E R S H E E T C0.0 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 NORTH HOWES STREET, #100 FORT COLLINS, CO 80521 TEL:(970) 221-4158 CONTACT: THAREN HELGERSON OWNER/DEVELOPER: SERFER LAND VENTURES, LLC 6776 CR 74 WINDSOR, CO 80550 TEL: 303-419-6781 CONTACT: CHRIS SERBOUSEK CONTACTS NORTH VICINITY MAP SCALE: 1" = 1000' BENCHMARK BASIS OF BEARINGS IS THE NORTH LINE OF SECTION 26 , BEARING SOUTH 89°26'43" EAST, AND IS MONUMENTED BY #6 REBAR WITH AN ILLEGIBLE 3" ALUMINUM CAP, AT BOTH ENDS. PROJECT DATUM: NAVD88 BENCHMARK NO. 7-01 NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100 FT. WEST OF THE WEST CURB LINE OF THE EAST ENTRANCE TO H.P. ELEVATION: 4914.53 BENCHMARK LENARD ON THE NORTHEAST CORNER OF A DOUBLE MANHOLE TYPE R INLET NEAR THE SOUTHWEST CORNER OF HARMONY ROAD AND STRAUSS CABIN ROAD APPROXIMATELY 250 FEET SOUTH OF THE SOUTH EDGE OF HARMONY ROAD INTERSECTION. ELEVATION: 4848.76 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 (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM -3.2'. HARMONY LAKES UTILITY PLANS FOR A PARCEL OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 03 TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO LANDSCAPE ARCHITECT: TB GROUP 444 MOUNTAIN AVENUE BERTHOUD, CO 80513 TEL:(970) 532-5891 CONTACT: KRISTIN TURNER OCTOBER 2025 1 OF 44 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: 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 INTERIM DEMO PLAN C1.1 5 ULTIMATE DEMO PLAN C2.0 6 PHASING PLAN C3.0 7 PAVING AND SIGNAGE PLAN C4.0 8 STREET A PLAN AND PROFILE C4.1 9 STREET A CROSS-SECTIONS C4.2 10 HARMONY RIGHT TURN LANE PLAN AND PROFILE C4.3 11 HARMONY RIGHT TURN LANE CROSS SECTIONS C4.4 12 INTERIM SIGNAGE AND STRIPING PLAN C4.5 13 ULTIMATE SIGNAGE AND STRIPING PLAN C5.0 14 INTERIM GRADING PLAN C5.1 15 ULTIMATE GRADING PLAN C6.0 16 RAIN GARDEN DETAILS C7.0 17 UTILITY PLAN C7.1 18 UTILITY DETAILS C7.2 19 UTILITY DETAILS C8.0 20 SANITARY SEWER PLAN AND PROFILE C9.0 21 FORCEMAIN PLAN AND PROFILE C9.1 22 FORCEMAIN PLAN AND PROFILE C10.0 23 STORM PLAN AND PROFILE C10.1 24 STORM PLAN AND PROFILE C10.2 25 STORM PLAN AND PROFILE C10.3 26 STORM PLAN AND PROFILE C10.4 27 STORMWATER DETAILS C10.5 28 STORMWATER DETAILS C11.0 29 RAIN GARDEN PLAN AND PROFILE C11.1 30 RAIN GARDEN PLAN AND PROFILE C11.2 31 RAIN GARDEN PLAN AND PROFILE C12.0 32 WATER PLAN AND PROFILE C12.1 33 WATER PLAN AND PROFILE C12.2 34 WATER PLAN AND PROFILE C12.3 35 WATER PLAN AND PROFILE C13.0 36 CONSTRUCTION DETAILS C13.1 37 CONSTRUCTION DETAILS C14.0 38 INITIAL EROSION CONTROL PLAN C14.1 39 INTERIM EROSION CONTROL PLAN C14.2 40 FINAL EROSION CONTROL PLAN C14.3 41 EROSION CONTROL DETAILS C14.4 42 EROSION CONTROL DETAILS C15.0 43 EXISTING DRAINAGE EXHIBIT C15.1 44 PROPOSED DRAINAGE EXHIBIT TERRACON CONSULTANTS, INC. PRELIMINARY GEOTECHNICAL REPORT FORT COLLINS, CO SUBSURFACE EXPLORATION BY: FORT COLLINS LOVELAND WATER DISTRICT: 5150 SNEAD DRIVE FORT COLLINS, CO 80525 TEL:(970) 226-3104 CONTACT: SANDRA BRATLIE 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 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District. District Engineering Date FORT COLLINS-LOVELAND WATER DISTRICT ALTA SURVEY: EPS GROUP INC. PROJECT NO. 25-0680 DATE: OCTOBER 2025 FIELD SURVEY BY: MEC OAT 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R GE N E R A L N O T E S C0.1 MEC OAT 2 OF 44 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 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. 19.ALL RECOMMENDATIONS FROM THE DRAINAGE COMPLIANCE LETTER 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 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. 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 BENCHMARK NO. 7-01 NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100 FT. WEST OF THE WEST CURB LINE OF THE EAST ENTRANCE TO H.P. ELEVATION: 4914.53 BENCHMARK LENARD ON THE NORTHEAST CORNER OF A DOUBLE MANHOLE TYPE R INLET NEAR THE SOUTHWEST CORNER OF HARMONY ROAD AND STRAUSS CABIN ROAD APPROXIMATELY 250 FEET SOUTH OF THE SOUTH EDGE OF HARMONY ROAD INTERSECTION. ELEVATION: 4848.76 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 (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM -3.2'. 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. 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: ARTERIAL EASEMENT WIDTH (APPROVAL PENDING) 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 FORT COLLINS. 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 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 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 FORT COLLINS. 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. 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 COMPLIANCE LETTER 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. 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. INFILL AND REDEVELOPMENT NOTE 1.DESPITE EVERYONE'S BEST EFFORTS, IT IS IMPOSSIBLE TO FULLY DISPLAY SUBSURFACE INFORMATION PRIOR TO EXCAVATION. THIS IS ESPECIALLY TRUE IN AREAS OF INFILL AND REDEVELOPMENT. UNKNOWN SUBSURFACE CONDITIONS CAN HAVE COST AND SCHEDULE IMPLICATIONS. PRIOR TO FINALIZING CONTRACT TERMS, IT IS STRONGLY RECOMMENDED THAT THE OWNER AND GENERAL CONTRACTOR HAVE A CANDID DISCUSSION TO FORMULATE A STRATEGY FOR DEALING WITH SUCH CIRCUMSTANCES WHEN THEY ARISE. THE PROCESS AND PROCURES SHOULD BE IN PLACE PRIOR TO EXCAVATION. ALLOWANCES AND CONTINGENCIES CAN ADDRESS THE COST IMPLICATIONS, BUT ADDITIONAL MEASURES ARE REQUIRED TO DEAL WITH SCHEDULING AND FACTORS IMPACTING SEQUENCE OF WORK. THE ARCHITECT, ENGINEER(S), AND CONSTRUCTION SURVEYOR SHOULD BE MADE AWARE OF THE PROTOCOL FOR DEALING WITH SUCH UNKNOWN SUBSURFACE CONDITIONS PRIOR TO STARTING WORK. 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ER O S I O N C O N T R O L N O T E S C0.2 MEC OAT 3 OF 44 STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) 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. FORT COLLINS-LOVELAND WATER DISTRICT NOTES 1.ALL CONSTRUCTION OF WATER INFRASTRUCTURE SHALL BE PERFORMED ACCORDING TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. 2.CONSTRUCTION OF WATER INFRASTRUCTURE REQUIRES A PRECON MEETING WITH DISTRICT INSPECTION STAFF PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL NOTIFY DISTRICT INSPECTORS PRIOR TO STARTING WORK. ADDITIONALLY, CONTRACTOR SHALL NOTIFY DISTRICT INSPECTORS 48 HOURS PRIOR TO CONNECTING TO ANY EXISTING DISTRICT INFRASTRUCTURE. 4.ALL WATER LINES SHALL BE A MINIMUM OF (5) FIVE FEET AND A MAXIMUM OF (6) SIX FEET BELOW FINAL GRADE. 5.ALL COMMERCIAL, IRRIGATION, MULTI-FAMILY AND FIRE SPRINKLER LINES SHALL HAVE A BACKFLOW PREVENTION DEVICE AS APPROVED BY THE DISTRICT. 6.THE RUNNING HYDROSTATIC PRESSURE TEST SHALL BE WITNESSED BY DISTRICT INSPECTORS. WATERLINE BACTERIA TESTS SHALL ALSO BE TAKEN BY DISTRICT INSPECTORS.7. ALL DISTRICT VALVES SHALL BE OPERATED BY DISTRICT OPERATIONS STAFF ONLY. 8.ONCE THE SYSTEM IS OPERATIONAL, ALL TESTS HAVE PASSED, AND ASBUILT DRAWINGS (PDF AND DWG) HAVE BEEN APPROVED BY THE DISTRICT, THE CONTRACTOR SHALL REQUEST “SUBSTANTIAL COMPLETION” WITH A LETTER TO THE DISTRICT. 9.ONCE ALL PUNCH LIST ITEMS ARE COMPLETE AND EASEMENTS ARE RECORDED, THE CONTRACTOR SHALL REQUEST “FINAL ACCEPTANCE” WITH A LETTER TO THE DISTRICT THAT INCLUDES THE DOLLAR VALUE OF THE WATER IMPROVEMENTS. 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 485 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 4847 4848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 48474847 4847 4847 48474847 4846 4846 4847 4847 4847 4848 484 6 48 4 7 48 4 8 48 4 9 4850 4849 ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELECELECELEC ELEC ELEC BRKR ELEC E ELEC ELEC ELEC ELEC ELEC EE ELEC ELEC BRKR ELEC BRKR EELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D D F ES F ESFES F ES D DDDD T S T S T S CABLE VAULT T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT CS W W CS TEST STA WV HYD HYD WVWV H2OH2O W WS WS WSWS WS WS WS WS WS WS WS WS WS W IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV IRR CV MH MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW MW MW MW M G E V.P. COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M CO M M CO M M COMMCOMMCOMM COMM CO M M CO M M CO M M CO M M COM M COMM COMMCOMM COMM CO M M CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E EEEEEE E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E E E E XXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X E W W W W W W W WWWWWWWWWWWW W W W W W W W W W W W W W W W WWWWWW W W W G G G G G G G G ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W OHU OHU OHU OH U E E E E E E E E E E E E E E E G / / / / // // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / ///// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////// ///////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / ///////////// ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// REMOVE EXISTING WATER LINE REMOVE EXISTING ELECTRIC LINE REMOVE EXISTING GREENHOUSES REMOVE EXISTING CABLE TELEVISION LINE EXISTING LIGHTPOLE REMOVE EXISTING WATER SPIGOT (TYP.) REMOVE EXISTING RAMP EXISTING UTILITY POLE REMOVE EXISTING HYDRANT AND VALVE SALVAGE FOR REUSE REMOVE EXISTING WELL (TYP.) REMOVE EXISTING TREES (TYP.) REMOVE EXISTING WATER METER REMOVE EXISTING FENCE EXISTING ACCESS EASEMENT TO BE VACATED EXISTING COMMUNICATIONS EASEMENT HARMONY ROAD REMOVE EXISTING BOLLARDS (TYP.) REMOVE EXISTING BUILDING AND SERVICES REMOVE EXISTING BUILDING AND SERVICES REMOVE EXISTING SHED REMOVE EXISTING FENCE REMOVE EXISTING SIGN REMOVE EXISTING LIGHT REMOVE EXISTING GATE REMOVE EXISTING LIGHT REMOVE EXISTING BUILDING AND SERVICES REMOVE EXISTING BUILDING AND SERVICES REMOVE EXISTING WATER SPIGOT REMOVE EXISTING CONCRETE REMOVE EXISTING CONCRETE REMOVE EXISTING WALL REMOVE EXISTING GAS SERVICE LINES REMOVE EXISTING FENCE REMOVE EXISTING HYDRANT AND VALVE SALVAGE FOR REUSE REMOVE EXISTING LIGHTS REMOVE EXISTING CONCRETE PANS REMOVE EXISTING WALL REMOVE EXISTING WALLS REMOVE EXISTING STORM MANHOLE REMOVE EXISTING CONCRETE PANS EXISTING CELL TOWER TO REMAIN EXISTING GAS STATION AND SERVICES TO REMAIN REMOVE EXISTING IRRIGATION CONTROL VALVE (TYP.) EXISTING SHED TO REMAIN EXISTING SHED TO REMAIN EXISTING ELECTRIC LINE TO REMAIN 20' UTILITY EASEMENT TO BE VACATED 20' UTILITY EASEMENT TO BE VACATED 15' TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED 15' TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED 30' ACCESS EASEMENT TO BE VACATED 5' ACC E S S E A S E M E N T TO BE V A C A T E D REMOVE EXISTING WATER LINE REMOVE EXISTING CURB REMOVE EXISTING CURB REMOVE EXISTING SIDEWALK RELOCATE EXISTING ELECTRIC VAULT RELOCATE EXISTING ELECTRIC VAULT REMOVE EXISTING FLAG POLE /////////////////////////////////////////// REMOVE EXISTING UTILITY POLES REMOVE EXISTING FES (TYP.) REMOVE EXISTING FESTIVAL 60' PRIVATE ROAD EASEMENT TO BE VACATED W REMOVE EXISTING TREES RELOCATE EXISTING ELECTRIC VAULT REMOVE EXISTING TEST STATION AND SALVAGE FOR REUSE REMOVE EXISTING CULVERT REMOVE AND RESET EXISTING PARK AND RIDE SIGN 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - I N T - D E M O . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R EX I S T I N G C O N D I T I O N S A N D IN T E R I M D E M O P L A N C1.0 EXISTING LIGHT POLE EXISTING TREES TO REMAIN EXISTING CURB AND GUTTER TO REMAIN EXISTING WATER LINE EXISTING TELEPHONE LINE EXISTING ELECTRIC LINE G EXISTING GAS LINE E T W EXISTING CURB AND GUTTER TO BE REMOVED ////////////////////////EXISTING UTILITY TO BE REMOVED EXISTING EASEMENT LEGEND: EXISTING PROPERTY LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE TO BE ABANDONED12" W 12" W EXISTING STORM LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX EXISTING TREES TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR FLOODPLAIN SCALE: 1" = 60' MEC OAT 4 OF 44 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. NORTH ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC ELEC ELEC ELEC EE ELEC BRKRELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D DDDDD T S T S T S CABLE VAULT T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT H2O MH MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW M E V.P. COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E E E E XXXXXX X X X E W W W W WWWWWW W W W ST ST ST ST ST ST W W W W W W W W W W W W OH U E E E E E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / HARMONY ROAD REMOVE EXISTING PAVEMENT, BUILDING, AND BUILDING SERVICES REMOVE EXISTING PAVEMENT REMOVE EXISTING GAS TANK REMOVE EXISTING SHED REMOVE EXISTING SIGNREMOVE EXISTING CABLE TELEVISION LINE / / / / / / / / / / / / / / / ///////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////REMOVE EXISTING WATER LINE ////////////////////////////////////////////////////////////////////////////////////////////////////// REMOVE EXISTING ELECTRIC LINE REMOVE EXISTING SIGN EXISTING CELL TOWER TO REMAIN EXISTING SHED TO REMAIN EXISTING SHED TO REMAIN EXISTING ELECTRIC LINE TO REMAIN STR E E T A REMOVE EXISTING STOP BAR AND STOP SIGN REMOVE EXISTING RAMP REMOVE EXISTING RAMP 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - U L T - D E M O . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R UL T I M A T E D E M O P L A N C1.1 EXISTING LIGHT POLE EXISTING TREES TO REMAIN EXISTING CURB AND GUTTER TO REMAIN EXISTING WATER LINE EXISTING TELEPHONE LINE EXISTING ELECTRIC LINE G EXISTING GAS LINE E T W EXISTING CURB AND GUTTER TO BE REMOVED ////////////////////////EXISTING UTILITY TO BE REMOVED EXISTING EASEMENT LEGEND: EXISTING PROPERTY LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE TO BE ABANDONED12" W 12" W EXISTING STORM LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX EXISTING TREES TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR FLOODPLAIN NORTH SCALE: 1" = 60' MEC OAT 5 OF 44 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. 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - P H A S . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R SCALE: 1" = 60' NORTH LEGEND: EXISTING PROPERTY LINE EXISTING EASEMENT PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PH A S I N G P L A N C2.0 MEC OAT 6 OF 44 C2.0 6 OF 44 BLDG 7 BLDG 9 BLDG 8 CAR CARE CENTER CO CO ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC ELEC ELEC ELEC EE ELEC BRKRELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D DDDDD T S T S T S CABLE VAULT T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT H2O MH MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW M E V.P. COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E XXXXXX X X X W W W W WWWWWW W W W ST ST ST ST ST ST OH U E E E E E E E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / X X X X X HARMONY ROAD PHASE 1 PHASE 1 PHAS E 1 PHASE 1 PH A S E 1 PHASE 2 PHASE 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - I N T - S I T E . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R PA V I N G A N D S I G N A G E P L A N C3.0 EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK LOT LINE RIGHT-OF-WAY LINE EXISTING PROPERTY LINE PROPOSED EASEMENT PROPOSED SAWCUT LINE PROPOSED CURB & GUTTER EXISTING GRAVEL PROPOSED GRAVEL SCALE: 1" = 60' MEC OAT 7 OF 44 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.CROSS WALK STRIPING SHALL BE PAINTED 2' SINGLE WHITE SOLID LINE AT 4'-0". 3.CROSS WALK STRIPING, DRIVE-THRU PAINT AND STOP BARS SHALL BE WHITE. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 6.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. 7.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. 8.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 9.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 10.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 11.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. 12.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. R1-1 R3-5 ONLY R8-31A R3-2 NORTH BLDG 7 BLDG 9 BLDG 8 CAR CARE CENTER ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC ELEC ELEC ELEC EE ELEC BRKRELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D DDDDD T S T S T S CABLE VAULT T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT CCCC H2O MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW M E V.P. COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E XXXXXX X X X E W W W W WWWWWW W W W ST ST ST ST ST ST W W W W W W W W W W W W OH U E E E E E E E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / 42' F L - F L HARMONY ROAD ST R E E T A 9' UTIL I T Y EASEM E N T 9' UT I L I T Y EASE M E N T 24' EMERGENCY ACCESS DRIVE 24 ' PROPOSED STOP BAR PROPOSED 10' CONCRETE PAN CONNECT TO EXISTING SIDEWALK 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK 5' SIDEWALK TEMPORARY ASPHALT GAS STATION ACCESS TO BE REMOVED AFTER GAS STATION DEMOLITION GRAVEL ACCESS TO EXISTING CELL TOWER 73' FL-FL PROPOSED RAMP 7' SIDEWALK PROPOSED STOP BAR AND STOP SIGN (R1-1) CONNECT TO EXISTING ACCESS DRIVE BY OTHERS TEMPORARY DEAD END BARRICADES PER LCUASS DETAIL TEMPORARY DEAD END BARRICADES PER LCUASS DETAIL TEMPORARY DEAD END BARRICADES PER LCUASS DETAIL D D D D D D T S T S H2 O 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 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 ST ST E E E E S S 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M W W W W W W UD UD W / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X 18+34 10+00 11+00 12+0 0 13+ 0 0 14+ 0 0 15+0 0 16+00 17+00 18+00STREET A STA:13+68.12 OFF:20.79'LT STA:17+99.69 OFF:21.00'RT STA:17+99.66 OFF:21.00'LT R=600.00' L=449.48' R=300.00' L=202.25' STA:11+01.02 OFF:27.79'LT STA:10+54.91 OFF:42.00'RT STA:12+34.03 OFF:19.55'LT STA:11+79.86 OFF:42.00'RT 69' ROW 42' FL-FL PC: STA. 10+54.91 PT: STA. 12+57.16 PC: STA. 13+84.26 PT: STA. 17+99.69 S45 ° 3 0 ' 3 2 " E 127 . 1 0 ' S6°52'55"E 54.91' 10' CROSS PAN STA:10+84.79 OFF:12.00'LT HA R M O N Y R O A D 18+26 10+00 11+00 12+0 0 13+ 0 0 14+ 0 0 15+0 0 16+00 17+00 18+00 18+44 10+00 11+00 12+0 0 13+ 0 0 14+ 0 0 15+0 0 16+00 17+00 18+00 73 ' F L - F L STA:12+27.95 OFF:37.52'RT STA:13+57.96 OFF:22.42'RT STA:13+90.14 OFF:21.00'RT STA:10+02.81 OFF:42.00'RT STA:10+08.25 OFF:31.00'LT STA:10+00.00 OFF:0.00' STA:15+24.92 OFF:23.00'LT STA:14+86.87 OFF:21.00'LT STA:15+59.97 OFF:23.00'LT STA:15+88.31 OFF:21.00'LT 4845 4850 4855 4860 4865 4845 4850 4855 4860 4865 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 -2.50% -1.10% 0.60% 2.50% 2.00% 0.60%2.20% -0.80% 155.0' VC HP ELEV = 4851.89 HP STA = 12+00.44 PVI STA = 11+64.33 PVI ELEV = 4852.35 BV C S : 1 0 + 8 6 . 8 3 BV C E : 4 8 5 0 . 6 4 EV C S : 1 2 + 4 1 . 8 3 EV C E : 4 8 5 1 . 7 3 A.D. = 3.00 K = 51.64 120.0' VC HP ELEV = 4850.61 HP STA = 15+65.22 PVI STA = 15+82.84 PVI ELEV = 4850.85 BV C S : 1 5 + 2 2 . 8 4 BV C E : 4 8 5 0 . 4 9 EV C S : 1 6 + 4 2 . 8 4 EV C E : 4 8 5 0 . 1 9 A.D. = 1.71 K = 70.37 120.0' VC LP ELEV = 4850.26 LP STA = 14+59.38 PVI STA = 14+50.87 PVI ELEV = 4850.05 BC V S : 1 3 + 9 0 . 8 7 BV C E : 4 8 5 0 . 5 3 EC V S : 1 5 + 1 0 . 8 7 EV C E : 4 8 5 0 . 4 1 A.D. = 1.40 K = 85.48 125.0' VC LP ELEV = 4849.42 LP STA = 17+52.50 PVI STA = 17+34.19 PVI ELEV = 4849.18 BC V S : 1 6 + 7 1 . 6 9 BV C E : 4 8 4 9 . 8 7 EC V S : 1 7 + 9 6 . 6 9 EV C E : 4 8 4 9 . 5 5 A.D. = 1.71 K = 73.27 PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 8 4 9 . 0 4 PV I S T A = 1 0 + 0 5 . 0 0 PV I E L E V = 4 8 4 8 . 9 2 PV I S T A = 1 7 + 9 9 . 6 9 PV I E L E V = 4 8 4 9 . 5 7 PV I S T A = 1 0 + 1 0 . 0 0 PV I E L E V = 4 8 4 9 . 0 4 PV I S T A = 1 0 + 5 5 . 0 0 PV I E L E V = 4 8 4 9 . 9 4 PROPOSED GRADE EXISTING GRADE PROPOSED CHANNEL MAXIMUM 4:1 SLOPE 4845 4850 4855 4860 4865 4845 4850 4855 4860 4865 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 -1.14% 0.59% 0.62% 1.03% 1.37% -0.62% 115.8' VC LP ELEV = 4849.65 LP STA = 14+74.16 PVI STA = 14+74.50 PVI ELEV = 4849.47 BC V S : 1 4 + 1 6 . 6 0 BV C E : 4 8 4 9 . 8 2 EC V S : 1 5 + 3 2 . 4 0 EV C E : 4 8 4 9 . 8 3 A.D. = 1.24 K = 93.31 120.6' VC LP ELEV = 4848.83 LP STA = 17+67.07 PVI STA = 17+48.05 PVI ELEV = 4848.59 BC V S : 1 6 + 8 7 . 7 4 BV C E : 4 8 4 9 . 2 8 EC V S : 1 8 + 0 8 . 3 7 EV C E : 4 8 4 8 . 9 5 A.D. = 1.73 K = 69.53 -1.14% 0.59% 0.62% 1.03% 1.37% -0.62% PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 8 4 9 . 0 0 PV I S T A = 1 8 + 1 1 . 0 4 PV I E L E V = 4 8 4 8 . 9 7 PV I S T A = 1 0 + 3 7 . 1 9 PV I E L E V = 4 8 4 9 . 3 8 181.7' VC HP ELEV = 4850.92 HP STA = 12+11.61 PVI STA = 11+77.12 PVI ELEV = 4851.30 BV C S : 1 0 + 8 6 . 2 5 BV C E : 4 8 5 0 . 0 6 EV C S : 1 2 + 6 7 . 9 9 EV C E : 4 8 5 0 . 7 4 A.D. = 1.99 K = 91.39 115.8' VC HP ELEV = 4850.03 HP STA = 15+84.89 PVI STA = 16+01.84 PVI ELEV = 4850.26 BV C S : 1 5 + 4 3 . 9 4 BV C E : 4 8 4 9 . 9 0 EV C S : 1 6 + 5 9 . 7 4 EV C E : 4 8 4 9 . 6 0 A.D. = 1.77 K = 65.60 EXISTING GRADE PROPOSED GRADE PROPOSED CHANNEL MAXIMUM 4:1 SLOPE 4845 4850 4855 4860 4845 4850 4855 4860 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 0.54%-1.04% 0.58%1.69% 1.99% -0.81% 0.54%-1.04% 0.58%1.69% 1.99% -0.81% PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 8 4 8 . 9 0 PV I S T A = 1 7 + 9 1 . 2 2 PV I E L E V = 4 8 4 8 . 9 9 PV I S T A = 1 0 + 3 1 . 4 3 PV I E L E V = 4 8 4 9 . 4 3 140.9' VC HP ELEV = 4851.34 HP STA = 11+77.92 PVI STA = 11+48.32 PVI ELEV = 4851.75 BV C S : 1 0 + 7 7 . 8 6 BV C E : 4 8 5 0 . 3 5 EV C S : 1 2 + 1 8 . 7 9 EV C E : 4 8 5 1 . 1 8 A.D. = 2.80 K = 50.40 124.2' VC HP ELEV = 4849.99 HP STA = 15+48.17 PVI STA = 15+67.90 PVI ELEV = 4850.21 BV C S : 1 5 + 0 5 . 8 0 BV C E : 4 8 4 9 . 8 8 EV C S : 1 6 + 3 0 EV C E : 4 8 4 9 . 5 7 A.D. = 1.58 K = 78.64 124.2' VC LP ELEV = 4849.67 LP STA = 14+42.37 PVI STA = 14+29.86 PVI ELEV = 4849.47 BC V S : 1 3 + 6 7 . 7 6 BV C E : 4 8 4 9 . 9 7 EC V S : 1 4 + 9 1 . 9 6 EV C E : 4 8 4 9 . 8 0 A.D. = 1.35 K = 92.02 129.4' VC LP ELEV = 4848.83 LP STA = 17+41.67 PVI STA = 17+23.42 PVI ELEV = 4848.59 BC V S : 1 6 + 5 8 . 7 3 BV C E : 4 8 4 9 . 2 7 EC V S : 1 7 + 8 8 . 1 1 EV C E : 4 8 4 8 . 9 7 A.D. = 1.62 K = 79.70 EXISTING GRADE PROPOSED GRADE PROPOSED CHANNEL MAXIMUM 4:1 SLOPE KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - R O A D . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C4.0 PROPERTY LINE EXISTING EASEMENT PROPOSED SPILL CURB AND GUTTER PROPOSED CATCH CURB AND GUTTER VVVVVVVVVVV PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX EG EXISTING GRADE FG FINISHED GRADE FL FLOWLINE GB GRADE BREAK HP HIGH POINT LP LOW POINT ME MATCH EXISTING EXISTING STORM LINE PROPOSED STORM LINE LEGEND: ABBREVIATIONS: SCALE: 1"=40' MEC OAT 8 OF 44 NO R T H HORZ.SCALE VERT.SCALE STREET A LEFT FL 1" = 5' 1" = 40' HORZ.SCALE VERT.SCALE STREET A RIGHT FL 1" = 5' 1" = 40' HORZ.SCALE VERT.SCALE STREET A CENTERLINE 1" = 5' 1" = 40' ST R E E T A P L A N A N D P R O F I L E EL E C T S T S H2 O CO M M CO M M CO M M CO M M COM M COMM 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 X E W W W W W W W E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X XX X X X X X X XX X X X 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+3 4 10 + 5 0 11 + 0 0 11 + 5 0 12 + 0 0 12 + 5 0 13 + 0 0 13 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15 + 5 0 16 + 0 0 16 + 5 0 17 + 0 0 17 + 5 0 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 10+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 11+00 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 11+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 12+00 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 12+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 13+00 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 13+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 14+00 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 14+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 15+00 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 15+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 16+00 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 16+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 17+00 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 17+50 4842 4844 4848 4852 4856 4842 4844 4848 4852 4856 0 20 40 600-20-40-60 -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%-2.20% -2.20%2.20% -2.20%-2.20% -2.20%-2.20% 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - C R O S . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ST R E E T A C R O S S - S E C T I O N S C4.1 EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK LOT LINE RIGHT-OF-WAY LINE EXISTING PROPERTY LINE PROPOSED EASEMENT PROPOSED SAWCUT LINE PROPOSED CURB & GUTTER EXISTING GRAVEL PROPOSED GRAVEL SCALE: 1" = 40' MEC OAT 9 OF 44 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.CROSS WALK STRIPING SHALL BE PAINTED 2' SINGLE WHITE SOLID LINE AT 4'-0". 3.CROSS WALK STRIPING, DRIVE-THRU PAINT AND STOP BARS SHALL BE WHITE. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 6.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. 7.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. 8.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 9.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 10.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 11.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. 12.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. NORTH ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC BRKRELEC BRKR D D D D D D T S T S T S CABLE VAULT T S H2O COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E X X X X X X X X X X X X X E W W W W W W W W W W ST ST ST 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E ST R E E T A STA:13+36.56 OFF:11.00'RT HARMONY ROADN86°48'14"E 172.89' N88°31'30"E 163.68'PC: STA. 13+36.56 PC: STA. 11+63.68 STA:11+54.02 OFF:11.30'RT STA:10+19.98 OFF:2.80'RT STA:10+00.00 OFF:2.00'RT STA:10+94.00 OFF:9.49'RT 13+37 10+00 11+00 12+00 13+00 13+37 10+00 11+00 12+00 13+00 HARMONY RD-RTL CL 4845 4850 4855 4845 4850 4855 10+00 11+00 12+00 13+00 13+50 PROPOSED GRADE EXISTING GRADE 0.53% PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 8 4 7 . 1 2 PV I S T A = 1 3 + 3 6 . 5 6 PV I E L E V = 4 8 4 8 . 9 1 HARMONY RD-RTL LEFT FL 4845 4850 4855 4845 4850 4855 10+00 11+00 12+00 13+00 13+50 EXISTING GRADE PROPOSED GRADE PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 8 4 7 . 0 1 PV I S T A = 1 3 + 3 7 . 2 9 PV I E L E V = 4 8 4 9 . 2 5 0.66% KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - R O A D - H A R M O N Y . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C4.2 PROPERTY LINE EXISTING EASEMENT PROPOSED SPILL CURB AND GUTTER PROPOSED CATCH CURB AND GUTTE VVVVVVVVVVV PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX EG EXISTING GRADE FG FINISHED GRADE FL FLOWLINE GB GRADE BREAK HP HIGH POINT LP LOW POINT ME MATCH EXISTING EXISTING STORM LINE PROPOSED STORM LINE LEGEND: ABBREVIATIONS: SCALE: 1"=40' MEC OAT 10 OF 44 NORTH HORZ.SCALE VERT.SCALE HARMONY RD RTL CL 1" = 5' 1" = 40' HORZ.SCALE VERT.SCALE HARMONY RD RIGHT FL 1" = 5' 1" = 40' HA R M O N Y R I G H T T U R N L A N E P L A N A N D P R O F I L E ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKRELEC BRKR D D DDDD T S T S CABLE VAULT T S T H2OCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMM COMMCOMMCOMM COMM COMM COMM CO M M E E E E E E E E E E E E E E E E E E E E EEE XXXXXXXXXXX E W W W W W W WWWWWWW ST ST ST ST ST ST 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 E E E E E E E E E E E E E E E E E E E E E E E E HARMONY ROAD ST R E E T A 10+00 11+00 12+00 13+00 13+37 10 + 5 0 11 + 0 0 11 + 5 0 12 + 0 0 12 + 5 0 13 + 0 0 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 10+50 4838 4840 4844 4848 4852 4838 4840 4844 4848 4852 0 20 40 600-20-40 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 11+00 4838 4840 4844 4848 4852 4856 4838 4840 4844 4848 4852 4856 0 20 40 600-20-40 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 11+50 4838 4840 4844 4848 4852 4856 4838 4840 4844 4848 4852 4856 0 20 40 600-20-40 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 12+00 4838 4840 4844 4848 4852 4856 4838 4840 4844 4848 4852 4856 0 20 40 600-20-40 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 12+50 4838 4840 4844 4848 4852 4856 4838 4840 4844 4848 4852 4856 0 20 40 600-20-40 Horz. Scale: 1"=20' Vert. Scale: 1"=2' 13+00 4838 4840 4844 4848 4852 4856 4838 4840 4844 4848 4852 4856 0 20 40 600-20-40 -2.20% -2.20% -2.20% -2.20% -2.20% -2.20% 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - C R O S - H A R M O N Y . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R HA R M O N Y R I G H T T U R N L A N E C R O S S S E C T I O N S C4.3 EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE FLATWORK LOT LINE RIGHT-OF-WAY LINE EXISTING PROPERTY LINE PROPOSED EASEMENT PROPOSED SAWCUT LINE PROPOSED CURB & GUTTER EXISTING GRAVEL PROPOSED GRAVEL SCALE: 1" = 40' MEC OAT 11 OF 44 NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.CROSS WALK STRIPING SHALL BE PAINTED 2' SINGLE WHITE SOLID LINE AT 4'-0". 3.CROSS WALK STRIPING, DRIVE-THRU PAINT AND STOP BARS SHALL BE WHITE. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 6.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. 7.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. 8.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 9.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 10.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 11.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. 12.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. NORTH EL E C D D D D D D T S CA B L E VA U L T T S H2 O 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 CO M M CO M M CO M M CO M M CO M M CO M M COMM 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 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 X X X X X X X X X E ST ST W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E 18+34 10+00 11+00 12+0 0 13+ 0 0 14+ 0 0 15+0 0 16+00 17+00 18+00 / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X XSTRE E T A HA R M O N Y R O A D STA.=10+28.52 OFFSET=34' BEGIN 1 STA.=10+33.96 OFFSET=23' BEGIN 1 STA.=10+31.77 OFFSET=0' BEGIN 1 22' TRAVEL LANE 11' TRAVEL L A N E 12' TRAVEL LANE 12' TRAVEL LANE 6' BIKE LANE 6' BIKE LANE STA.=10+32.91 OFFSET=12' BEGIN 1 STA.=10+84.79 OFFSET=12' BEGIN 2 STA.=12+90.39 OFFSET=0' END 2 STA.=12+60.98 OFFSET=11' END 2 STA.=10+84.79 OFFSET=12' END 1 STA.=12+60.98 OFFSET=11' BEGIN 1 STA.=17+99.63 OFFSET=11' END 1 STA.=17+99.69 OFFSET=0' END 1 STA.=17+99.66 OFFSET=11' END 1 STA.=11+81.49 OFFSET=0' END 1 STA.=11+81.49 OFFSET=0' BEGIN 2 STA.=12+90.39 OFFSET=0' BEGIN 1 STA.=10+30.62 OFFSET=12' BEGIN 1 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWA L K 5' SIDEWALK 11 ' T R A V E L L A N E 11' T R A V E L L A N E 11' T R A V E L L A N E 10' B I K E L A N E 10' B I K E L A N E 110' TAPER 180' TAPER KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - I N T - R O A D . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C4.4 PROPERTY LINE EXISTING EASEMENT PROPOSED SPILL CURB AND GUTTER PROPOSED CATCH CURB AND GUTTE VVVVVVVVVVV PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX EG EXISTING GRADE FG FINISHED GRADE FL FLOWLINE GB GRADE BREAK HP HIGH POINT LP LOW POINT ME MATCH EXISTING EXISTING STORM LINE PROPOSED STORM LINE LEGEND: ABBREVIATIONS: SCALE: 1"=40' MEC OAT 12 OF 44 NO R T H A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C. ALL SIGNAGE SHALL BE PER CITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF EPOXY PAINT WITH GLASS BEADS. E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F. 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 CITY OF FORT COLLINS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR LCUASS STANDARDS. H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. O. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. 8" SOLID WHITE LINE 8" DASHED WHITE LINE PEDESTRIAN CROSSWALK (2'X9') PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING LANE REDUCTION ARROW STRIPING LEGEND: STRIPING NOTES: PAVEMENT MARKINGS PAVEMENT STRIPING SIGNAGE STOP SIGN (MUTCD R1-1 30"X30") PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) IN T E R I M S I G N A G E A N D S T R I P I N G P L A N EL E C D D D D D D T S CA B L E VA U L T T S H2 O 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 CO M M CO M M CO M M CO M M CO M M CO M M COMM 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 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 X X X X X X X X X E ST ST W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E 18+34 10+00 11+00 12+0 0 13+ 0 0 14+ 0 0 15+0 0 16+00 17+00 18+00 / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X XSTRE E T A HA R M O N Y R O A D STA.=10+28.52 OFFSET=34' BEGIN 1 STA.=10+33.96 OFFSET=23' BEGIN 1 STA.=10+31.77 OFFSET=0' BEGIN 1 11' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL L A N E 12' TRAVEL LANE 12' TRAVEL LANE 6' BIKE LANE 6' BIKE LANE STA.=10+29.57 OFFSET=23' BEGIN 1 STA.=10+32.91 OFFSET=12' BEGIN 1 STA.=10+84.79 OFFSET=12' BEGIN 2 STA.=12+85.20 OFFSET=11' BEGIN 2 STA.=13+97.08 OFFSET=11' END 2 STA.=12+90.39 OFFSET=0' END 2 STA.=12+60.98 OFFSET=11' END 2 STA.=10+84.79 OFFSET=12' END 1 STA.=12+60.98 OFFSET=11' BEGIN 1 STA.=17+99.63 OFFSET=11' END 1 STA.=17+99.69 OFFSET=0' END 1 STA.=17+99.66 OFFSET=11' END 1 STA.=11+81.49 OFFSET=0' END 1 STA.=11+81.49 OFFSET=0' BEGIN 2 STA.=12+90.39 OFFSET=0' BEGIN 1 STA.=10+30.62 OFFSET=12' BEGIN 1 STA.=12+85.20 OFFSET=11' END 1 STA.=13+97.08 OFFSET=11' BEGIN 1 5' SI D E W A L K 5' SI D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWA L K 5' SIDEWALK 11 ' T R A V E L L A N E 11' T R A V E L L A N E 11' T R A V E L L A N E 10' B I K E L A N E 10' B I K E L A N E 110' TAPER 180' TAPER 110' MERGE KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - U L T - R O A D . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C4.5 PROPERTY LINE EXISTING EASEMENT PROPOSED SPILL CURB AND GUTTER PROPOSED CATCH CURB AND GUTTE VVVVVVVVVVV PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX EG EXISTING GRADE FG FINISHED GRADE FL FLOWLINE GB GRADE BREAK HP HIGH POINT LP LOW POINT ME MATCH EXISTING EXISTING STORM LINE PROPOSED STORM LINE LEGEND: ABBREVIATIONS: SCALE: 1"=40' MEC OAT NO R T H 13 OF 44 UL T I M A T E S I G N A G E A N D S T R I P I N G P L A N A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C. ALL SIGNAGE SHALL BE PER CITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF EPOXY PAINT WITH GLASS BEADS. E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F. 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 CITY OF FORT COLLINS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR LCUASS STANDARDS. H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. O. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. 8" SOLID WHITE LINE 8" DASHED WHITE LINE PEDESTRIAN CROSSWALK (2'X9') PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING LANE REDUCTION ARROW STRIPING LEGEND: STRIPING NOTES: PAVEMENT MARKINGS PAVEMENT STRIPING SIGNAGE STOP SIGN (MUTCD R1-1 30"X30") PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - I N T - G R A D . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R IN T E R I M G R A D I N G P L A N C5.0 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 EXISTING PROPERTY LINE LEGEND: FG FINISHED GRADE FL FLOWLINE ME MATCH EXISTING SW SIDEWALK HP HIGH POINT LP LOW POINT ABREVIATIONS: 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL ABBREVIATED ELEVATION VALUES SHALL HAVE THE SAME MEANING AS FULL ELEVATION VALUES. ABBREVIATED VALUES HAVE REMOVED THE FIRST TWO DIGITS BASED ON 48XX.XX IN ELEVATION. PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE (XX.XX)EXISTING SPOT ELEVATION EXISTING FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR FLOODPLAIN SCALE: 1" = 60' MEC OAT NORTH 14 OF 44 4840 4845 48 4 5 4845 4841 48 4 1 4841 4842 4842 48424843 4843 48 4 3 4844 4844 48 4 4 4846 48 4 6 4846 4847 4847 4840 4839 4848 48 4 9 48 5 0 484 7 48 4 8 48 4 9 4849 484 9 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 4847 4848 48 4 9 4849 48 4 6 4840 48 4 5 48 5 0 4839 48 3 9 484 1 48 4 2 4843 48 4 4 48 4 6 48 4 7 48 4 8 48 4 9 48 5 148 5 2 48 5 2 485 0 4851 485 1 485 1 4851 4851 48 5 1 4845 4850 4844 4846 4847 4848 4849 48514851 48 4 9 48 5 0 48 4 7 48 4 8 48 4 9 484 9 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 4847 4848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4847 484 6 48 4 7 48 4 8 48 4 9 4850 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / S S 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM W W W W W W W W W ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC ELEC ELEC ELEC EE ELEC BRKRELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D DDDDD T S T S T S T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT CCCC H2O H2O MH MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW M E V.P. COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E EE E E E E E E E E E XX X X X E W W W W W W W W WWWWWW W W W ST ST ST ST ST ST W W W W OH U E E E E E E E 0.7% 1.1 % 1.0% 0. 4 % 0.1 % 0.4% 4.2 % FORCEMAIN A SEE SHEETS C9.0 AND C9.1 SEWER LINE A SEE SHEET C8.0 STORM LINE A SEE SHEETS C10.0 AND C10.1 WATER LINE SEE SHEETS C12.0 THROUGH C12.3 HARMONY ROAD STR E E T A 49.9 3 49.2 4 49.1 2 49.08 FL 48.99 FL 50.8 5 50.5 8 47.5 1 47.4 0 47.7 1 47.5 1 46.7 2 46.2 5 46.7 2 46.0 3 49.66 49.7 3 49.71 49.2 649.2 9 49. 2 7 48.9 7 48.7 948.5 1 47.1 5 47.0 1 48.3 4 9' UT I L I T Y EASE M E N T 9' U T I L I T Y EAS E M E N T 1. 1 % 1.1 % 2.3% 2.1% 1.0% 0.9% 1. 0 % 0. 9 % 49.0 4 LP 48.9 1 LP 50.5 6 50.59 50.7 1 50.3 4 50.0 0 49.6 149.2 3 49.8 3 49.8 3 49.9 5 50.4 2 50.5 3 50.3 6 50.6 2 50.80 50.8 9 51.1 6 (3) 12'X3' CULVERTS (5) 12'X8' CULVERTS 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - U L T - G R A D . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R UL T I M A T E G R A D I N G P L A N C5.1 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 EXISTING PROPERTY LINE LEGEND: FG FINISHED GRADE FL FLOWLINE ME MATCH EXISTING SW SIDEWALK HP HIGH POINT LP LOW POINT ABREVIATIONS: 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL ABBREVIATED ELEVATION VALUES SHALL HAVE THE SAME MEANING AS FULL ELEVATION VALUES. ABBREVIATED VALUES HAVE REMOVED THE FIRST TWO DIGITS BASED ON 48XX.XX IN ELEVATION. PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE (XX.XX)EXISTING SPOT ELEVATION EXISTING FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR FLOODPLAIN SCALE: 1" = 60' MEC OAT NORTH 15 OF 44 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 4847 4848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4847 484 6 48 4 7 48 4 8 48 4 9 4850 484 0 484 5 4839 48 3 9 484 1 4842 48434844 48 4 6 48 4 7 48 4 8 48 4 9 48 5 0 48 4 6 48 4 7 48 4 8 48 4 9 48 5 1 484 8 48 4 9 4846 484 7 484 8 484 9 485 0 48 5 0 48 5 0 485 0 485 0 4851 4847 48 4 8 4849 4848 48 4 9 484 8 484 9 48 4 0 4840 4840 4845 4845 4839 4841 48 4 1 4841 4842 4842 48424843 4843 4844 48444846 48464847 4847 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / S S 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM W W W W W W W W W ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC ELEC ELEC ELEC ELEC D D D DDDDD T S T S T S T S F.O. VAULT F.O. VAULT F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT H2O H2O MH E COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E XX X X X E W W W W ST ST ST ST ST ST W W W W E E E E E E E HARMONY ROAD STR E E T A 9' UT I L I T Y EASE M E N T 9' U T I L I T Y EAS E M E N T 49.7 6 0. 4 % 1.9% 0.4 % 0.8% 4. 1 % 4. 2 % 0.2% 0. 5 % 0. 2 % 0.4% 0.2% 0. 3 % 0. 5 % 0.1 % 2.5% 50.8 5 50.9 0 47.5 0 49.6 6 49.6 6 46.3 7 51.0 0 51.0 2 51.2 4 0.7% 49.3 4 49.2 3 (3) 12'X3' CULVERTS (5) 12'X8' CULVERTS FORCEMAIN A SEE SHEETS C9.0 AND C9.1 SEWER LINE A SEE SHEET C8.0 STORM LINE A SEE SHEETS C10.0 AND C10.1 WATER LINE SEE SHEETS C12.0 THROUGH C12.3 W W W W W W W W W W W UD UD UD UD UD UD 4850 4850 485 0 4850 50.31 TW 49 . 3 1 B W 50 . 1 3 T W 49.13 BW 50 . 1 6 T W 49.16 BW 50.1 6 T W 49 . 1 6 B W 50 . 1 3 T W 49.13 BW 50.1 3 T W 49 . 1 3 B W 50.18 TW 49 . 1 8 B W 50 . 3 4 T W 49.34 BW 50 . 1 8 T W 49.18 BW 50.14 T W 49 . 1 4 B W 50 . 2 0 T W 49.20 B W 50 . 1 4 T W 49.14 B W 50.20 T W 49 . 2 0 B W 50.15 TW 49 . 1 5 B W 50 . 3 1 T W 49.31 BW 50.06 TW 49 . 0 6 B W RAIN GARDEN C TREATMENT AREA: 13,939 sf REQ'D VOL: 323 cf PROVIDED VOL.: 325 cf RAIN GARDEN D TREATMENT AREA: 13,068 sf REQ'D VOL: 322 cf PROVIDED VOL.: 325 cf X X X X X X X X X X X S S S S S S WWWWW W UDUDUDUD UD UD UD 48. 3 1 B W 49 . 3 1 T W 48. 3 2 B W 49. 3 2 T W 48.4 8 B W 49.4 8 T W 49.57 T W 48. 5 7 B W 49. 4 1 T W 48. 4 1 B W 48. 4 8 B W 49. 4 8 T W 49. 1 3 T W 48. 1 3 B W 49.0 2 T W 48. 0 8 B W 49 . 3 7 T W 48. 3 7 B W 48. 4 2 B W 49 . 4 2 T W 49 . 4 0 T W 48. 4 0 B W 48. 3 2 B W 49 . 3 2 T W 49 . 4 2 T W 48. 4 2 B W 48. 3 5 B W 49 . 3 5 T W 49 . 3 4 T W 48. 3 4 B W 48. 4 0 B W 49 . 4 0 T W RAIN GARDEN B TREATMENT AREA: 6970 sf REQ'D VOL: 153 cf PROVIDED VOL.: 250 cf RAIN GARDEN A TREATMENT AREA: 7,405 sf REQ'D VOL: 153 cf PROVIDED VOL.: 280 cf X X X X X X X X X X X X X X 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M UD UD UD UD UD 4848 48. 5 0 T W 46. 5 0 B W 44. 0 0 B W 47. 5 0 T W 44. 3 9 B W 47.5 0 T W 48. 5 0 T W 46.5 0 B W RAIN GARDEN E TREATMENT AREA: 20,909 sf REQ'D VOL: 441 cf PROVIDED VOL.: 600 cf 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 C8.0 FOR THE TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION BEFORE COMMENCING ANY DEMOLITION WORK. 13.CONTRACTOR TO PROVIDE SURVEY UPON COMPLETION OF RAIN GARDENS PER CITY OF FORT COLLINS STANDARDS. LEGEND: EXISTING STORM LINE PROPOSED STORM LINE RAIN GARDEN A AND B 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - R A G A . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R RAIN GARDEN E C6.0 RA I N G A R D E N D E T A I L S 16 OF 53 NO R T H KEY MAP SCALE: 1" = 400 NORTH RAIN GARDEN C AND D AB CD 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - U T I L . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R UT I L I T Y P L A N C7.0 EXISTING PROPERTY 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 FORT COLLINS LOVELAND WATER DISTRICT DESIGN STANDARDS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 8.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. 9.ALL SANITARY MANHOLES ARE 4' UNLESS OTHERWISE NOTED. 10.ALL STORM MANHOLES ARE 5' UNLESS OTHERWISE NOTED. 11.ALL WATER LINE FITTINGS SHALL USE MECHANICAL JOINT RESTRAINTS. LEGEND: E E G G S S W W EXISTING EASEMENT EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE (CONTRACTOR TO CONFIRM WITH CITY OF FORT COLLINS LIGHT AND POWER) 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE 12" W 12" W EXISTING WATER LINE TO BE ABANDONED PROPOSED CONDUIT LINE SCALE: 1" = 40' MEC OAT NORTH 17 OF 44 ELEC ELEC ELEC ELEC ELEC ELEC ELEC D D D DDDDD T S T S F.O. VAULT F.O. VAULT F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT H2O E COMM COMM COMM COM M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M CO M M COMMCOMM COMMCOMMCOMMCOMMCOMM COMMCOMMCOMMCOMMCOMM COMMCOMMCOMM CO M M CO M M COMM COM M COMM COMMCOMMCOMM COMM COMM CO M M COMM CO M M CO M M COMM CO M M COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEE EEE E E E E E E E E E E E E E E E E E E E X X X X E W ST ST ST ST ST ST ST E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X XX X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / S S 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM W W W W W W W W W W W W W W W W UD UD W SSMH-2 SSWW SSMH-1 STR E E T A 69' RO W W I D T H CONNECT TO LIFT STATION HARMONY ROAD INSTALL FH ASSEMBLY N: 107486.95 E: 216937.57 INSTALL FH ASSEMBLY N: 107185.13 E: 217184.63 9' U T I L I T Y EAS E M E N T 9' U T I L I T Y EAS E M E N T CONNECT TO EXISTING WATERLINE INSTALL FH ASSEMBLY N: 107354.59 E: 217157.93 SANITARY SEWER LINE A SEE SHEET C8.0 STORM LINE A SEE SHEET C10.0 WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 RAIN GARDEN A SEE SHEET C11.0 RAIN GARDEN B SEE SHEET C11.0 FORCE MAIN A SEE SHEETS C9.0 AND C9.1 RAIN GARDEN E SEE SHEET C11.2STORM LINE C SEE SHEET C10.3 RAIN GARDEN D SEE SHEET C11.1 RAIN GARDEN C SEE SHEET C11.1 SANITARY SEWER STUB FOR FUTURE CONNECTION CONNECT TO EXISTING WATERLINE RELOCATED ELECTRICAL VAULT STORM LINE A1-1 SEE SHEET C10.1 STORM LINE A1-2 SEE SHEET C10.1 STORM LINE A3 SEE SHEET C10.2 WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 STORM LINE D SEE SHEET C10.3 (3) 12'X3' REINFORCED CONCRETE BOXES (5) 12'X8' REINFORCED CONCRETE BOXES LIFT STATION BY SEPARATE PLAN SET 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - D E T L - U T I L . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R UT I L I T Y D E T A I L S C7.1 MEC OAT 18 OF 44 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - D E T L - U T I L . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R UT I L I T Y D E T A I L S C7.2 MEC OAT 19 OF 44 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X S S S S S S S 3'' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M 3' ' F M W W W W W W W WW UDUD UD UD UD W W UD UD 10+ 0 0 11+ 0 0 12+00 SSMH-3 STA: 12+81.50 RIM: 4849.60 INV IN: 4842.13 SSMH-2 STA: 12+30.69 RIM: 4850.25 INV IN: 4841.32 INV OUT: 4841.62 SSWW STA: 10+00 RIM: 4848.61 INV OUT: 4838.71 SSMH-1 STA: 11+11.80 RIM: 4849.59 INV IN: 4839.83 INV OUT: 4840.13 112 L F ~ 8" P V C @ 1 . 0 0 % 119 LF ~ 8" PVC @ 1 . 0 0 % 51 L F ~ 8 " P V C @ 1 . 0 0 % 24" PVC WA T E R CONNECT TO LIFT STATION 3" H D P E F O R C E M A I N WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 WATER AND SANITARY SEWER CROSSING STRE E T A FORCEMAIN A SEE SHEETS C9.0 AND C9.1 69 ' R O W W I D T H STORM AND SANITARY SEWER CROSSING STORM LINE A SEE SHEET C10.0 STORM LINE A1-2 SEE SHEET C10.1 STORM LINE A1-1 SEE SHEET C10.1 STORM LINE A3 SEE SHEET C10.2 4830 4835 4840 4845 4850 4855 4860 4865 4830 4835 4840 4845 4850 4855 4860 4865 10+00 11+00 12+00 13+00 13+50 SS M H - 3 ST A : 1 2 + 8 1 . 5 0 RI M : 4 8 4 9 . 6 0 IN V O U T : 4 8 4 2 . 1 3 SS M H - 2 ST A : 1 2 + 3 0 . 6 9 RI M : 4 8 5 0 . 2 5 IN V I N : 4 8 4 1 . 6 2 IN V O U T : 4 8 4 1 . 3 2 SS W W ST A : 1 0 + 0 0 RI M : 4 8 4 8 . 6 1 IN V I N : 4 8 3 8 . 7 1 SS M H - 1 ST A : 1 1 + 1 1 . 8 0 RI M : 4 8 4 9 . 5 9 IN V I N : 4 8 4 0 . 1 3 IN V O U T : 4 8 3 9 . 8 3 112 LF ~ 8" PVC @ 1.00% 119 LF ~ 8" PVC @ 1.00% 51 LF ~ 8" PVC @ 1.00% EXISTING GROUND PROPOSED GROUND 24" RCP CROSSING INV: 4842.35 1. 5 6 ' 1. 6 1 ' 24'' PVC CROSSING INV: 4841.78 KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - S S W R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R 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 C8.0 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE NO R T H SCALE: 1" = 20' MEC OAT 20 OF 44 HORZ.SCALE VERT.SCALE SANITARY LINE A 1" = 5' 1" = 20' FORCEMAIN A 4825 4830 4835 4840 4845 4850 4855 4860 4825 4830 4835 4840 4845 4850 4855 4860 10+00 11+00 12+00 13+00 13+50 EXISTING GROUND PROPOSED GROUND 158 LF ~ 3" @ 0.00% 2. 5 4 ' 5 - 12'X8' REINFORCED CONCRETE BOX (TYP.) CROSSING INV: 4839.56 3 - 12'X3' REINFORCED CONCRETE BOX (TYP.) CROSSING INV: 4839.56 EXISTING GROUND BY OTHERS SS M H - 1 8 MH ST A : 1 0 + 0 0 RI M : 4 8 4 8 . 2 8 IN V I N : 4 8 3 9 . 9 3 IN V O U T : 4 8 3 9 . 9 3 BE N D - 0 4 11 . 2 5 ° B E N D ST A : 1 1 + 5 3 . 5 7 RI M : 4 8 4 0 . 2 2 IN V I N : 4 8 3 9 . 9 3 IN V O U T : 4 8 3 9 . 9 3 VERTICAL BEND-04 45° VERTICAL BEND STA: 12+39.85 RIM: 4840.22 INV IN: 4839.93 INV OUT: 4839.93 VERTICAL BEND-03 45° VERTICAL BEND STA: 12+43.71 RIM: 4836.36 INV IN: 4836.07 INV OUT: 4836.07 4 LF ~ 3" @ -100.00% 154 LF ~ 3" @ 0.00%86 LF ~ 3" @ 0.00% APPROXIMATE LOCATION OF EXISTING 36" STORM CROSSING BY OTHERS 2. 0 0 ' 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 10+00 11+00 12+00 13+00 MA T C H L I N E 13 + 5 0 3" HDPE FORCE MAIN CONNECT TO EXISTING MANHOLE BEND-04 11.25° BEND STA: 11+53.57 RIM: 4840.22 INV IN: 4839.93 INV OUT: 4839.93 SSMH-18 MH STA: 10+00 RIM: 4848.28 INV IN: 4839.93 INV OUT: 4839.93 STORM CULVERT AND FORCEMAIN CROSSING EXISTING STORM AND FORCEMAIN CROSSING KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - F M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R FO R C E M A I N P L A N A N D P R O F I L E C9.0 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE NORTH SCALE: 1" = 20' MEC OAT SE E S H E E T C9 . 1 MA T C H L I N E 13 + 5 0 HORZ.SCALE VERT.SCALE FORCEMAIN A 1" = 5' 1" = 20' 21 OF 44 FORCEMAIN A 4825 4830 4835 4840 4845 4850 4855 4860 4865 4825 4830 4835 4840 4845 4850 4855 4860 4865 14+00 15+00 16+00 16+50 PROPOSED GROUND EXISTING GROUND 6. 7 0 ' 2. 0 3 ' 5 - 12'X8' REINFORCED CONCRETE BOX (TYP.) CROSSING INV: 4839.56 AI R R E L E A S E V A L V E A N D M H ST A : 1 4 + 0 7 . 4 7 RI M : 4 8 4 7 . 4 8 IN V I N : 4 8 4 2 . 0 0 IN V O U T : 4 8 4 2 . 0 0 6 LF ~ 3" @ 100.00% 93 LF ~ 3" @ 0.00% BE N D - 0 3 11 . 2 5 ° B E N D ST A : 1 5 + 0 0 . 1 4 RI M : 4 8 4 2 . 2 9 IN V I N : 4 8 4 2 . 0 0 IN V O U T : 4 8 4 2 . 0 0 93 LF ~ 3" @ 0.00% BEND-02 45° BEND STA: 15+93.49 RIM: 4842.29 INV IN: 4842.00 INV OUT: 4842.00 BEND-01 45° BEND STA: 16+04.80 RIM: 4842.29 INV IN: 4842.00 INV OUT: 4842.00 SS M H - 1 3 ST A : 1 6 + 1 5 . 8 5 RI M : 4 8 4 2 . 2 9 IN V O U T : 4 8 4 2 . 0 0 11 LF ~ 3" @ 0.00% 11 LF ~ 3" @ 0.00% 24" HDPE CROSSING INV: 4843.06 X X X XXXX X X X X X X X S S 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM W W UD UD UD 24 " P V C W A T E R CONNECT TO LIFT STATION 3" HDPE F O R C E M A I N WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 ST R E E T A 16 + 1 6 14+00 15+00 16+ 0 0 MA T C H L I N E 13 + 5 0 SEWER LINE A SEE SHEET C8.0 BEND-01 45° BEND STA: 16+04.80 RIM: 4842.29 INV IN: 4842.00 INV OUT: 4842.00 BEND-02 45° BEND STA: 15+93.49 RIM: 4842.29 INV IN: 4842.00 INV OUT: 4842.00 BEND-03 11.25° BEND STA: 15+00.14 RIM: 4842.29 INV IN: 4842.00 INV OUT: 4842.00 STORM AND FORCEMAIN CROSSING STORM CULVERT AND FORCEMAIN CROSSING AIR RELEASE VALVE AND MH STA: 14+07.47 RIM: 4847.48 INV IN: 4842.00 INV OUT: 4842.00 STORM LINE C SEE SHEET C10.3 STORM LINE A SEE SHEET C10.0 LIFT STATION BY SEPARATE PLAN SET KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - F M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R FO R C E M A I N P L A N A N D P R O F I L E C9.1 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE NORTH SCALE: 1" = 20' MEC OAT SE E S H E E T C9 . 0 MA T C H L I N E 13 + 5 0 HORZ.SCALE VERT.SCALE FORCEMAIN A 1" = 5' 1" = 20' 22 OF 44 STORM A 4830 4835 4840 4845 4850 4855 4860 4865 4830 4835 4840 4845 4850 4855 4860 4865 10+00 11+00 12+00 13+00 14+00 14+50 90 LF ~ 24" RCP @ 0.79% 157 LF ~ 24" RCP @ 0.79% 128 LF ~ 24" RCP @ 1.37% 20 LF ~ 18" RCP @ 0.50% ST M H - A 3 ST A : 1 3 + 7 4 . 3 1 RI M : 4 8 5 0 . 2 4 IN V I N : 4 8 4 5 . 6 0 IN V I N : 4 8 4 5 . 6 0 IN V O U T : 4 8 4 5 . 1 0 IN L E T - A ST A : 1 3 + 9 4 . 3 1 RI M : 4 8 4 9 . 9 5 IN V I N : 4 8 4 6 . 8 7 IN V O U T : 4 8 4 5 . 7 0 ST M H - A 2 ST A : 1 2 + 4 6 . 5 8 RI M : 4 8 5 0 . 5 6 IN V I N : 4 8 4 3 . 3 6 IN V O U T : 4 8 4 3 . 1 6 ST M H - A 1 ST A : 1 0 + 8 9 . 6 6 RI M : 4 8 4 9 . 2 3 IN V I N : 4 8 4 1 . 7 2 IN V I N : 4 8 4 1 . 7 2 IN V I N : 4 8 4 1 . 9 2 IN V O U T : 4 8 4 1 . 7 2 FE S - A ST A : 1 0 + 0 0 RI M : 4 8 4 3 . 3 4 IN V I N : 4 8 4 1 . 0 1 8" PVC CROSSING INV: 4839.67 2. 2 9 ' 1. 5 5 ' EXISTING GROUND PROPOSED GROUND 6'' PVC CROSSING INV: 4841.86 8'' PVC CROSSING INV: 4841.75 1. 7 3 ' 1. 8 0 ' 24'' PVC CROSSING INV: 4836.59 100-YR HGL / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X S S S S S S S 3' ' F M W W W W W WW W W W W UD UD UD W W UD UD 24" PVC WATER STREET A FES-A STA: 10+00 INV OUT: 4841.01 SEWER LINE A SEE SHEET C8.0 FORCEMAIN A SEE SHEETS C9.0 AND C9.1 WATER LINE SEE SHEETS C12.0 THROUGH C12.3 STMH-A1 STA: 10+89.66 RIM: 4849.23 INV IN: 4841.72 INV OUT: 4841.72 INV OUT: 4841.72 INV OUT: 4841.92 13 + 9 4 10+00 11+00 12+00 13+00 WATER LINE SEE SHEETS C12.0 THROUGH C12.3 STMH-A2 STA: 12+46.58 RIM: 4850.56 INV IN: 4843.16 INV OUT: 4843.36 STMH-A3 STA: 13+74.31 RIM: 4850.24 INV IN: 4845.10 INV OUT: 4845.60 INV OUT: 4845.60 INLET-A STA: 13+94.31 RIM: 4849.95 INV IN: 4845.70 INV OUT: 4846.87 STORM AND WATER CROSSING STORM AND SEWER CROSSING STORM AND WATER CROSSING KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - S T R M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ST O R M P L A N A N D P R O F I L E C10.0 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE NO R T H SCALE: 1"=20' MEC OAT HORZ.SCALE VERT.SCALE STORM A 1" = 5' 1" = 20' 23 OF 44 X X X XX X X S S S W W W W UD UD UD ST R E E T A INLET-A1-1 STA: 10+11.06 RIM: 4849.12 INV IN: 4841.93 INV OUT: 4843.60 WATER LINE SEE SHEETS C12.0 THROUGH C12.3 STMH-A1 STA: 10+00 RIM: 4849.23 INV IN: 4841.72 INV OUT: 4841.72 INV OUT: 4841.72 INV OUT: 4841.92 SEWER LINE A SEE SHEET C8.0 10+11 10+00 STORM A1-1 4835 4840 4845 4850 4855 4860 4865 4835 4840 4845 4850 4855 4860 4865 10+00 10+50 ST M H - A 1 ST A : 1 0 + 0 0 RI M : 4 8 4 9 . 2 3 IN V I N : 4 8 4 1 . 7 2 IN V I N : 4 8 4 1 . 7 2 IN V I N : 4 8 4 1 . 9 2 IN V O U T : 4 8 4 1 . 7 2 11 LF ~ 24" RCP @ 1.93% INLET-A1-1 STA: 10+11.06 RIM: 4849.12 INV IN: 4841.93 INV OUT: 4843.60 EXISTING GROUND PROPOSED GROUND 100-YR HGL 4835 4840 4845 4850 4855 4860 4865 4835 4840 4845 4850 4855 4860 4865 10+0010+50 ST M H - A 1 ST A : 1 0 + 0 0 RI M : 4 8 4 9 . 2 3 IN V I N : 4 8 4 1 . 7 2 IN V I N : 4 8 4 1 . 7 2 IN V I N : 4 8 4 1 . 9 2 IN V O U T : 4 8 4 1 . 7 2 29 LF ~ 24" RCP @ 1.97% IN L E T - A 1 - 2 ST A : 1 0 + 2 8 . 7 6 RI M : 4 8 4 9 . 0 3 IN V I N : 4 8 4 3 . 9 5 IN V O U T : 4 8 4 2 . 2 9 3. 3 6 ' EXISTING GROUND PROPOSED GROUND 24'' PVC CROSSING INV: 4836.59 100-YR HGL X X X X X S S W W W W UD UD UD ST R E E T A INLET-A1-2 STA: 10+28.76 RIM: 4849.03 INV IN: 4842.29 INV OUT: 4843.95 STMH-A1 STA: 10+00 RIM: 4849.23 INV IN: 4841.72 INV OUT: 4841.72 INV OUT: 4841.72 INV OUT: 4841.92 WATER LINE SEE SHEETS C12.0 THROUGH C12.3 SEWER LINE A SEE SHEET C8.0 10+29 10+00 STORM AND WATER CROSSING KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - S T R M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ST O R M P L A N A N D P R O F I L E C10.1 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE MEC OAT NORTH SCALE: 1" = 20' HORZ.SCALE VERT.SCALE STORM A1-2 1" = 5' 1" = 20' NORTH HORZ.SCALE VERT.SCALE STORM A1-1 1" = 5' 1" = 20' SCALE: 1"=20' 24 OF 44 STORM A3 4835 4840 4845 4850 4855 4860 4865 4835 4840 4845 4850 4855 4860 4865 10+0010+50 1. 6 6 ' ST M H - A 3 ST A : 1 0 + 0 0 RI M : 4 8 5 0 . 2 4 IN V I N : 4 8 4 5 . 6 0 IN V I N : 4 8 4 5 . 6 0 IN V O U T : 4 8 4 5 . 1 0 20 LF ~ 18" RCP @ 0.50% IN L E T - A 3 ST A : 1 0 + 2 0 RI M : 4 8 4 9 . 8 5 IN V I N : 4 8 4 6 . 8 7 IN V O U T : 4 8 4 5 . 7 0 EXISTING GROUND PROPOSED GROUND 24'' PVC CROSSING INV: 4841.78 100-YR HGL S S S W W W W W W W W UD UD 24 " P V C W A T E R WATER LINE SEE SHEETS C12.0 THROUGH C12.3 10+ 2 0 10+ 0 0 INLET-A3 STA: 10+20 RIM: 4849.85 INV IN: 4845.70 INV OUT: 4846.87 STMH-A3 STA: 10+00 RIM: 4850.24 INV IN: 4845.10 INV OUT: 4845.60 INV OUT: 4845.60 STORM AND WATER CROSSING KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - S T R M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ST O R M P L A N A N D P R O F I L E C10.2 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE MEC OAT HORZ.SCALE VERT.SCALE STORM A3 1" = 5' 1" = 20' NORTH SCALE: 1"=20' 25 OF 44 STORM D 4830 4835 4840 4845 4850 4855 4860 4865 4830 4835 4840 4845 4850 4855 4860 4865 10+00 10+75 FE S - D 1 ST A : 1 0 + 0 0 RI M : 4 8 4 2 . 3 8 IN V I N : 4 8 3 9 . 5 0 37 LF ~ 30" RCP @ 1.23% FE S - D 2 ST A : 1 0 + 3 7 . 2 6 RI M : 4 8 4 2 . 8 3 IN V O U T : 4 8 3 9 . 9 6 EXISTING GROUND PROPOSED GROUND 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM FES-D1 STA: 10+00 RIM: 4842.38 INV OUT: 4839.50 FES-D2 STA: 10+37.26 RIM: 4842.83 INV IN: 4839.96 10+ 4 8 10+ 0 0 9+ 9 2 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM FES-C STA: 10+00 RIM: 4844.88 INV OUT: 4842.70 INLET-C STA: 11+06.62 RIM: 4847.20 INV IN: 4843.23 FORCEMAIN A SEE SHEETS C9.0 AND C9.1 STORM C 4830 4835 4840 4845 4850 4855 4860 4865 4830 4835 4840 4845 4850 4855 4860 4865 10+00 11+00 11+50 6. 6 9 ' FE S - C ST A : 1 0 + 0 0 RI M : 4 8 4 4 . 8 8 IN V I N : 4 8 4 2 . 7 0 107 LF ~ 24" HDPE @ 0.50% IN L E T - C ST A : 1 1 + 0 6 . 6 2 RI M : 4 8 4 7 . 2 0 IN V O U T : 4 8 4 3 . 2 3 EXISTING GROUND PROPOSED GROUND 3" HDPE CROSSING INV: 4836.07 KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - S T R M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ST O R M P L A N A N D P R O F I L E C10.3 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE MEC OAT HORZ.SCALE VERT.SCALE STORM D 1" = 5' 1" = 20' NORTH SCALE: 1" = 20' HORZ.SCALE VERT.SCALE STORM C 1" = 5' 1" = 20' SCALE: 1" = 20' NORTH 26 OF 44 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - D E T L - S T R M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ST O R M W A T E R D E T A I L S C10.4 MEC OAT 27 OF 44 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - D E T L - S T R M . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R ST O R M W A T E R D E T A I L S C10.5 MEC OAT 28 OF 44 XX X X X X X S S 3' ' F M WW W UDUD UD 10+33 RG-A3 STA: 10+14.86 RIM: 4844.07 INV IN: 4843.70 RG-A2 STA: 10+32.84 RIM: 4844.13 INV IN: 4843.76 STREET A SEWER LINE A SEE SHEET C8.0 FORCEMAIN A SEE SHEETS C9.0 AND C9.1 WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 STORM LINE A SEE SHEET C10.0 10+15 INLET-A1-1 STA: 10+00 RIM: 4849.12 INV IN: 4841.93 INV OUT: 4843.60 RG-A1 STA: 10+06.31 RIM: 4844.00 INV IN: 4843.63 INV OUT: 4843.63 INV OUT: 4843.63 RG A RG-A1 RG B RG-B1 RG A 4840 4845 4850 4855 4860 4840 4845 4850 4855 4860 10+0010+75 IN L E T - A 1 - 1 ST A : 1 0 + 0 0 RI M : 4 8 4 9 . 1 2 IN V I N : 4 8 4 3 . 6 0 IN V O U T : 4 8 4 1 . 9 3 RG - A 1 ST A : 1 0 + 0 6 . 3 1 RI M : 4 8 4 4 . 0 0 IN V I N : 4 8 4 3 . 6 3 IN V I N : 4 8 4 3 . 6 3 IN V O U T : 4 8 4 3 . 6 3 RG - A 2 ST A : 1 0 + 3 2 . 8 4 RI M : 4 8 4 4 . 1 3 IN V O U T : 4 8 4 3 . 7 6 27 LF ~ 4" PVC @ 0.50% 6 LF ~ 4" PVC @ 0.50% EXISTING GROUND PROPOSED GROUND XX X X X X X S S 3' ' F M WW W UDUD UD 10 + 3 2 10+00 STREET A SEWER LINE A SEE SHEET C8.0 FORCEMAIN A SEE SHEETS C9.0 AND C9.1 WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 STORM LINE A SEE SHEET C10.0 RG-B3 STA: 10+13.32 RIM: 4844.43 INV IN: 4844.06 10+13 RG A RG-A1 RG-B1 STA: 10+24.66 RIM: 4844.36 INV IN: 4843.99 INV OUT: 4843.99 INV OUT: 4843.99 INLET-A1-2 STA: 10+32.20 RIM: 4849.03 INV IN: 4842.29 INV OUT: 4843.95 RG B RG-B1 RG-B2 STA: 10+00 RIM: 4844.48 INV IN: 4844.11 RG B 4840 4845 4850 4855 4860 4840 4845 4850 4855 4860 10+00 10+75 PROPOSED GROUND EXISTING GROUND 25 LF ~ 4" PVC @ 0.50% 8 LF ~ 4" PVC @ 0.50% RG - B 1 ST A : 1 0 + 2 4 . 6 6 CL E A N O U T RI M : 4 8 4 4 . 3 6 IN V I N : 4 8 4 3 . 9 9 IN V I N : 4 8 4 3 . 9 9 IN V O U T : 4 8 4 3 . 9 9 RG - B 2 ST A : 1 0 + 0 0 CL E A N O U T RI M : 4 8 4 4 . 4 8 IN V O U T : 4 8 4 4 . 1 1 INLET-A1-2 STA: 10+32.20 RIM: 4849.03 INV IN: 4842.29 INV OUT: 4843.95 4835 4840 4845 4850 4855 4860 4835 4840 4845 4850 4855 4860 10+00 10+50 RG - A 1 ST A : 1 0 + 0 0 . 0 2 CL E A N O U T RI M : 4 8 4 4 . 0 0 IN V I N : 4 8 4 3 . 6 3 IN V I N : 4 8 4 3 . 6 3 IN V O U T : 4 8 4 3 . 6 3 15 LF ~ 4" PVC @ 0.50% RG - A 3 ST A : 1 0 + 1 4 . 8 6 CL E A N O U T RI M : 4 8 4 4 . 0 7 IN V O U T : 4 8 4 3 . 7 0 PROPOSED GROUND EXISTING GROUND 4835 4840 4845 4850 4855 4860 4835 4840 4845 4850 4855 4860 10+00 10+50 RG - B 1 ST A : 1 0 + 0 0 CL E A N O U T RI M : 4 8 4 4 . 3 6 IN V I N : 4 8 4 3 . 9 9 IN V I N : 4 8 4 3 . 9 9 IN V O U T : 4 8 4 3 . 9 9 13 LF ~ 4" PVC @ 0.50% RG - B 3 ST A : 1 0 + 1 3 . 3 2 CL E A N O U T RI M : 4 8 4 4 . 4 3 IN V O U T : 4 8 4 4 . 0 6 PROPOSED GROUND EXISTING GROUND KEY MAP SCALE: 1" = 400 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - R G . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE NO R T H HORZ.SCALE VERT.SCALE RAIN GARDEN A 1" = 5' 1" = 20'HORZ.SCALE VERT.SCALE RAIN GARDEN B 1" = 5' 1" = 20' RA I N G A R D E N P L A N A N D P R O F I L E C11.0 SCALE: 1" = 20' MEC OAT HORZ.SCALE VERT.SCALE RAIN GARDEN A1 1" = 5' 1" = 20'HORZ.SCALE VERT.SCALE RAIN GARDEN B1 1" = 5' 1" = 20' 29 OF 44 W W W W W W UD UD 10+2 0 RG-D 1 RG-D RG-C RG-C 1 STRE E T A WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 4840 4845 4850 4855 4860 4840 4845 4850 4855 4860 10+0010+50 RG - C 2 ST A : 1 0 + 2 5 . 5 0 CL E A N O U T RI M : 4 8 4 7 . 3 7 IN V O U T : 4 8 4 7 . 0 0 20 LF ~ 4" PVC @ 0.50% RG - C 1 ST A : 1 0 + 0 5 . 6 7 CL E A N O U T RI M : 4 8 4 7 . 2 7 IN V I N : 4 8 4 6 . 9 0 IN V I N : 4 8 4 6 . 9 0 IN V O U T : 4 8 4 6 . 9 0 6 LF ~ 4" PVC @ 0.50% INLET-A STA: 10+00 RIM: 4849.95 INV IN: 4845.70 INV OUT: 4846.87 PROPOSED GROUND EXISTING GROUND W W W W W W UD UD 10+2 0 10+2 6 RG-D 1 RG-D RG-C3 STA: 10+19.83 RIM: 4847.37 INV IN: 4847.00INLET-A STA: 10+00 RIM: 4849.95 INV IN: 4845.70 INV OUT: 4846.87 RG-C RG-C2 STA: 10+25.50 RIM: 4847.37 INV IN: 4847.00 RG-C 1 RG-C1 STA: 10+05.67 RIM: 4847.27 INV IN: 4846.90 INV OUT: 4846.90 INV OUT: 4846.90 STRE E T A WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 4835 4840 4845 4850 4855 4860 4865 4835 4840 4845 4850 4855 4860 4865 10+0010+50 RG - D 2 ST A : 1 0 + 2 5 . 5 0 CL E A N O U T RI M : 4 8 4 7 . 3 7 IN V O U T : 4 8 4 7 . 0 0 20 LF ~ 4" PVC @ 0.50% RG - D 1 ST A : 1 0 + 0 5 . 6 7 CL E A N O U T RI M : 4 8 4 7 . 2 7 IN V I N : 4 8 4 6 . 9 0 IN V I N : 4 8 4 6 . 9 0 IN V O U T : 4 8 4 6 . 9 0 6 LF ~ 4" PVC @ 0.50% INLET-A3 STA: 10+00 RIM: 4849.85 INV IN: 4845.70 INV OUT: 4846.87PROPOSED GROUND EXISTING GROUND RG-C1 4840 4845 4850 4855 4860 4840 4845 4850 4855 4860 10+00 10+50 RG - C 1 ST A : 1 0 + 0 0 CL E A N O U T RI M : 4 8 4 7 . 2 7 IN V I N : 4 8 4 6 . 9 0 IN V I N : 4 8 4 6 . 9 0 IN V O U T : 4 8 4 6 . 9 0 20 LF ~ 4" PVC @ 0.50% RG - C 3 ST A : 1 0 + 1 9 . 8 3 CL E A N O U T RI M : 4 8 4 7 . 3 7 IN V O U T : 4 8 4 7 . 0 0 PROPOSED GROUND EXISTING GROUND 4835 4840 4845 4850 4855 4860 4835 4840 4845 4850 4855 4860 10+00 10+50 RG - D 1 ST A : 1 0 + 0 0 CL E A N O U T RI M : 4 8 4 7 . 2 7 IN V I N : 4 8 4 6 . 9 0 IN V I N : 4 8 4 6 . 9 0 IN V O U T : 4 8 4 6 . 9 0 20 LF ~ 4" PVC @ 0.50% RG - D 3 ST A : 1 0 + 1 9 . 8 3 CL E A N O U T RI M : 4 8 4 7 . 3 7 IN V O U T : 4 8 4 7 . 0 0 PROPOSED GROUND EXISTING GROUND 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - R G . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R RA I N G A R D E N P L A N A N D P R O F I L E C11.1 E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE NO R T H SCALE: 1" = 20' MEC OAT HORZ.SCALE VERT.SCALE RAIN GARDEN C 1" = 5' 1" = 20' KEY MAP SCALE: 1" = 400 NORTH HORZ.SCALE VERT.SCALE RAIN GARDEN C1 1" = 5' 1" = 20' HORZ.SCALE VERT.SCALE RAIN GARDEN D 1" = 5' 1" = 20' HORZ.SCALE VERT.SCALE RAIN GARDEN D1 1" = 5' 1" = 20' 30 OF 44 X X X XXXX X X X X X X X S S 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM W W UD UD UD FORCEMAIN A SEE SHEETS C9.0 AND C9.1 SEWER LINE A SEE SHEET C8.0 WATER LINE A SEE SHEETS C12.0 THROUGH C12.3 RG B RG - B 1 10 + 7 5 10 + 0 0 PROPOSED GROUND EXISTING GROUND RG-E 4830 4835 4840 4845 4850 4855 4830 4835 4840 4845 4850 4855 10+00 11+00 RG - E 3 ST A : 1 0 + 7 5 . 3 3 CL E A N O U T RI M : 4 8 4 2 . 5 6 IN V O U T : 4 8 4 2 . 1 9 RG - E 2 ST A : 1 0 + 2 3 . 7 9 TY P E C I N L E T RI M : 4 8 4 4 . 2 3 IN V I N : 4 8 4 1 . 9 3 IN V O U T : 4 8 4 0 . 7 7 FE S - R G - E 1 ST A : 1 0 + 0 0 RI M : 4 8 4 2 . 4 5 IN V I N : 4 8 4 0 . 6 5 24 LF ~ 18" RCP @ 0.50% 52 LF ~ 4" PVC @ 0.50% KEY MAP SCALE: 1" = 400 NORTH E E G G S S W W NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.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. PROPERTY LINE LEGEND: EXISTING EASEMENT 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 PROPOSED EASEMENT LOT LINE RIGHT-OF-WAY LINE PROPOSED SAWCUT LINE NORTH HORZ.SCALE VERT.SCALE RAIN GARDEN E 1" = 5' 1" = 20' RA I N G A R D E N P L A N A N D P R O F I L E C11.0 SCALE: 1" = 20' MEC OAT 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - R G . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R 29 OF 44 W W W E T S CC CC H2 O CO M M CO M M CO M M COM M COMM COMM 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 X X E E E W W W W W W W W W W W W E E E EE E E E E E E E CONNECT TO EX. 24" WATER LINE CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 10+ 0 0 11+00 12+00 MA T C H L I N E 12 + 0 0 9' UTILITY EASEMENT STA: 10+14.80 24" 22.5° BEND N: 107644.76 E: 216827.28 STA: 10+36.90 24" 45° BEND N: 107636.25 E: 216847.69 STA: 10+83.67 24" 11.25° BEND N: 107592.35 E: 216863.76 STA: 11+09.32 24" 45° BEND N: 107571.02 E: 216877.99 STA: 11+52.36 24" 45° BEND N: 107562.60 E: 216920.20 STA: 11+82.40 24" 11.25° BEND N: 107537.28 E: 216936.35 STA: 12+19.59 24''x6'' TEE 1 - 24" BUTTERFLY VALVE 1 - 6" GATE VALVE N: 107510.43 E: 216962.08 14 L F O F 2 4 ' ' P V C 20 LF OF 24'' PVC 6 LF OF 24'' PVC 24 LF OF 24'' PVC 41 L F O F 2 4 ' ' P V C 28 LF OF 24'' PVC 35 LF OF 24'' PVC 5 LF OF 24'' PVC 31 LF OF 24'' PVC 7 LF OF 2 4 ' ' P V C WATER A 4830 4835 4840 4845 4850 4855 4860 4830 4835 4840 4845 4850 4855 4860 10+00 11+00 12+00 CONNECT TO EX. 24" WATER LINE CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES EXISTING GRADE PROPOSED GRADE 14 LF OF 24'' PVC @ -0.00% 20 LF OF 24'' PVC @ 0.00%6 LF OF 24'' PVC @ -0.00% 24 LF OF 24'' PVC @ -0.00% 41 LF OF 24'' PVC @ -0.00%28 LF OF 24'' PVC @ -0.00% 5 LF OF 24'' PVC @ -100.00% 31 LF OF 24'' PVC @ -0.00% ST A : 1 0 + 8 3 . 6 7 24 " 1 1 . 2 5 ° B E N D ST A : 1 1 + 0 9 . 3 2 24 " 4 5 ° B E N D ST A : 1 1 + 5 2 . 3 6 24 " 4 5 ° B E N D ST A : 1 1 + 8 2 . 4 0 24 " 1 1 . 2 5 ° B E N D ST A : 1 0 + 3 6 . 9 0 24 " 4 5 ° B E N D ST A : 1 0 + 4 4 . 9 7 45 ° V E R T I C A L B E N D ST A : 1 0 + 5 1 . 1 6 45 ° V E R T I C A L B E N D ST A : 1 0 + 1 4 . 8 0 24 " 2 2 . 5 ° B E N 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - W A T R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C12.0 COM COM E E G G S S W W PROPERTY LINE 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 EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 12.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. SCALE: 1" = 20' MEC OAT SE E S H E E T C1 2 . 1 MA T C H L I N E 12 + 0 0 HORZ.SCALE VERT.SCALE WATER LINE A 1" = 5' 1" = 20' NO R T H KEY MAP SCALE: 1" = 400 NORTH 32 OF 44 WA T E R P L A N A N D P R O F I L E S S S S S 3'' F M 3'' F M 3'' F M W W W W W W W W W W W W W W UD UD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X 3" H D P E F O R C E M A I N STREET A 8" PVC SA N I T A R Y S E W E R MA T C H L I N E 16 + 5 0 SEWER LINE A SEE SHEET C8.0 12+00 13+00 14+00 15+00 16+00 MA T C H L I N E 12 + 0 0 69 ' R O W W I D T H 9' UTILITY EASEMENT 9' UTILITY EASEMENT RESET EXISTING HYDRANT PER FCLWD STANDARDS RESET EXISTING TEST STATION PER FCLWD STANDARDS RESET EXISTING HYDRANT PER FCLWD STANDARDS PROPOSED FIRE HYDRANT PER FCLWD STANDARDS STA: 14+28.18 24" 11.25° BEND N: 107359.81 E: 217106.38 STA: 15+52.75 24" 11.25° BEND N: 107254.77 E: 217173.36STA: 12+19.59 24''x6'' TEE 1 - 24" BUTTERFLY VALVE 1 - 6" GATE VALVE N: 107510.43 E: 216962.08 STA: 14+60.07 24''x6'' TEE 1 - 24" BUTTERFLY VALVE 1 - 6" GATE VALVE N: 107332.92 E: 217123.53 STA: 16+21.74 24''x6'' TEE 1 - 24" BUTTERFLY VALVE 1 - 6" GATE VALVE N: 107190.49 E: 217198.39 STA: 12+29.59 24''x6'' TEE N: 107503.21 E: 216969.00 STA: 14+52.88 24''x8'' TEE 1 - 24" BUTTERFLY VALVE 1 - 8" GATE VALVE N: 107338.98 E: 217119.66 35 LF OF 24'' PVC 23 LF OF 24'' PVC 67 LF OF 2 4 ' ' P V C 7 LF OF 2 4 ' ' P V C 91 LF OF 24'' PVC 24 LF OF 2 4 ' ' P V C 196 LF OF 2 4 ' ' P V C 5 LF OF 24'' PVC STORM LINE A SEE SHEET C10.0 STORM LINE A3 SEE SHEET C10.2 WATER A 4825 4830 4835 4840 4845 4850 4855 4860 4865 4825 4830 4835 4840 4845 4850 4855 4860 4865 13+00 14+00 15+00 16+00 16+50 EXISTING GRADE PROPOSED GRADE 35 LF OF 24'' PVC @ -0.00% 23 LF OF 24'' PVC @ -0.00% 67 LF OF 24'' PVC @ 0.00% 7 LF OF 24'' PVC @ 0.00% 91 LF OF 24'' PVC @ -0.00% 24 LF OF 24'' PVC @ -0.00% 196 LF OF 24'' PVC @ -0.00% 5 LF OF 24'' PVC @ 0.00% ST A : 1 4 + 2 8 . 1 8 24 " 1 1 . 2 5 ° B E N D ST A : 1 2 + 1 9 . 5 9 24 ' ' x 6 ' ' T E E 1 - 2 4 " B U T T E R F L Y V A L V E 1 - 6 " G A T E V A L V E ST A : 1 2 + 2 9 . 5 9 24 ' ' x 6 ' ' T E E STA: 14+52.88 24''x8'' TEE 1 - 24" BUTTERFLY VALVE 1 - 8" GATE VALVE STA: 14+60.07 24''x6'' TEE 1 - 24" BUTTERFLY VALVE 1 - 6" GATE VALVE ST A : 1 5 + 5 2 . 7 5 24 " 1 1 . 2 5 ° B E N D ST A : 1 6 + 2 1 . 7 4 24 ' ' x 6 ' ' T E E 1 - 2 4 " B U T T E R F L Y V A L V E 1 - 6 " G A T E V A L V E STA: 16+48.06 24" 11.25° BEND 18" RCP CROSSING INV: 4845.67 1. 6 8 ' 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - W A T R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C12.1 COM COM E E G G S S W W PROPERTY LINE 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 EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 12.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. SCALE: 1" = 20' MEC OAT SE E S H E E T C1 2 . 0 MA T C H L I N E 12 + 0 0 HORZ.SCALE VERT.SCALE WATER LINE A 1" = 5' 1" = 20' NO R T H KEY MAP SCALE: 1" = 400 NORTH SE E S H E E T C1 2 . 2 MA T C H L I N E 16 + 5 0 33 OF 44 WA T E R P L A N A N D P R O F I L E S S S W W W W W W W W W W W W W UD UD UD X X X XX X X MA T C H L I N E 21 + 5 0 MATC H L I N E 16+5 0 ST R E E T A SEWER LINE A SEE SHEET C8.0 17 + 0 0 18+00 19+00 20+00 21+00 69' ROW W I D T H 9' UTILITY EASEMENT 20' WATER EASEMENT STA: 16+48.06 24" 11.25° BEND N: 107165.96 E: 217207.94 STA: 17+43.44 24" 45° BEND N: 107072.04 E: 217224.54 STA: 17+75.61 24" 45° BEND N: 107053.60 E: 217250.89 STA: 18+24.02 24" 11.25° BEND N: 107062.02 E: 217298.57 30 L F O F 2 4 ' ' P V C 47 LF OF 2 4 ' ' P V C 480 LF OF 24'' PVC 57 L F O F 2 4 ' ' P V C 30 L F O F 2 4 ' ' P V C STORM LINE A1-1 SEE SHEET C10.1 STORM LINE A1-2 SEE SHEET C10.1 STORM LINE A SEE SHEET C10.0 FORCEMAIN A SEE SHEETS C9.0 AND C9.1 WATER A 4825 4830 4835 4840 4845 4850 4855 4860 4865 4825 4830 4835 4840 4845 4850 4855 4860 4865 17+00 18+00 19+00 20+00 21+00 21+50 EXISTING GRADE PROPOSED GRADE 1. 6 3 ' 2. 3 2 ' 3. 3 9 ' 30 LF OF 24'' PVC @ 0.00% 30 LF OF 24'' PVC @ 0.00% 47 LF OF 24'' PVC @ 0.00%480 LF OF 24'' PVC @ -0.00%57 LF OF 24'' PVC @ -0.00% 4 LF OF 24'' PVC @ 100.01% STA: 17+75.61 24" 45° BEND ST A : 1 8 + 2 4 . 0 2 24 " 1 1 . 2 5 ° B E N D ST A : 1 6 + 7 9 . 7 5 45 ° V E R T I C A L B E N D STA: 16+84.95 45° VERTICAL BEND ST A : 1 7 + 4 3 . 4 4 24 " 4 5 ° B E N D 8" PVC CROSSING INV: 4839.46 24" RCP CROSSING INV: 4842.18 24" RCP CROSSING INV: 4841.15 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - W A T R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C12.2 COM COM E E G G S S W W PROPERTY LINE 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 EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 12.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. SCALE: 1" = 20' MEC OAT SE E S H E E T C1 2 . 1 MA T C H L I N E 16 + 5 0 HORZ.SCALE VERT.SCALE WATER LINE A 1" = 5' 1" = 20' NORTH KEY MAP SCALE: 1" = 400 NORTH SE E S H E E T C1 2 . 3 MA T C H L I N E 21 + 5 0 34 OF 44 WA T E R P L A N A N D P R O F I L E W W W W W W W W W W W W W MH E E E E E E E E E E E E E E E E E E E E E W MA T C H L I N E 21 + 5 0 CONNECT TO EX. 24" WATER LINE CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 26+ 0 0 22+00 23+00 24+00 25+00 26+ 0 0 20' WATER EASEMENT STA: 23+05.77 24" 22.5° BEND N: 107051.71 E: 217780.21 STA: 25+56.36 24" 22.5° BEND N: 106950.87 E: 218009.62 43 L F O F 2 4 ' ' P V C 194 L F O F 2 4 ' ' P V C WATER A 4820 4825 4830 4835 4840 4845 4850 4855 4860 4820 4825 4830 4835 4840 4845 4850 4855 4860 22+00 23+00 24+00 25+00 26+00 26+25 CONNECT TO EX. 24" WATER LINE CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES EXISTING GRADE PROPOSED GRADE 48 LF OF 24'' PVC @ 0.00% 43 LF OF 24'' PVC @ -0.00% 4 LF OF 24'' PVC @ 100.09% 194 LF OF 24'' PVC @ -0.00% ST A : 2 3 + 0 5 . 7 7 24 " 2 2 . 5 ° B E N D ST A : 2 5 + 5 6 . 3 6 24 " 2 2 . 5 ° B E N D ST A : 2 3 + 5 5 . 3 2 45 ° V E R T I C A L B E N D ST A : 2 3 + 6 0 . 3 3 45 ° V E R T I C A L B E N 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - W A T R . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R C12.0 COM COM E E G G S S W W PROPERTY LINE 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 EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOW 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. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 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, UNLESS OTHERWISE NOTED. 8.REFER TO THE PLAT FOR LOT AREAS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.ALL SANITARY SEWER LINES SHALL BE ASTM D-3034 (PVC SDR 35) UNLESS OTHERWISE NOTED. 10.WHEN A SANITARY SEWER MAIN LIES ABOVE A STORM DRAIN, THE SANITARY SEWER SHALL HAVE AN APPROVED ENCASEMENT OR TO BE CONSTRUCTED OF THE STRUCTURAL SEWER PIPE (SDR 26) FOR A MINIMUM OF 10 FEET ON EACH SIDE OF WHERE THE STORM DRAIN CROSSES. STORM LINES SHALL BE INSTALLED SO THAT A JOINT IS NOT DIRECTLY ABOVE OR BELOW THE SEWER MAIN. 11.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 12.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. SCALE: 1" = 20' MEC OAT SE E S H E E T C1 2 . 2 MA T C H L I N E 21 + 5 0 HORZ.SCALE VERT.SCALE WATER LINE A 1" = 5' 1" = 20' NORTH KEY MAP SCALE: 1" = 400 NORTH 32 OF 44 WA T E R P L A N A N D P R O F I L 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - D E T L . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R CO N S T R U C T I O N D E T A I L S C13.0 MEC OAT PUBLIC CURBS ONLY PRIVATE CURBS ONLY PRIVATE CURB & GUTTER INFALL CURB NTS OUTFALL CURB 36 OF 44 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - D E T L . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R CO N S T R U C T I O N D E T A I L S C13.0 MEC OAT 36 OF 44 / / / / / / / / / / / / / / / / 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 4847 4848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4847 484 6 48 4 7 48 4 8 48 4 9 4850 ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EE ELEC BRKRELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D DDDDD T S T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT H2O H2O MH MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW M E V.P. COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E EE E E E E E E E E E XX X X X E W W W W W W W W WWWWWW W W W ST ST ST ST ST ST W W W W OH U E E E E E E E HARMONY ROAD VTC CWA VTC CWA CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCF CF CF CF CFCF RW RW RW RW RW RWCF CF CF CF CF CF LOD LOD LOD LOD LOD LOD LOD LOD IP IP IP IP S&MU S&MU S&MU S&MU S&MU S&MU S&MU 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R IN I T I A L E R O S I O N C O N T R O L P L A N C14.0SCALE: 1" = 60' MEC OAT 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.CONSTRUCTION FENCING SHALL HAVE A ROCK WATTLE ALONG THE BASE OF THE FENCE AROUND THE ENTIRE PERIMETER EXCEPT AT CONSTRUCTION ENTRANCES. 8.NO TRACKING OF DEBRIS OR MUD IS ALLOWED ON TO PUBLIC STREETS. IF TRACKING DOES OCCUR, CONTRACTOR TO CLEAN IT IMMEDIATELY. LEGEND: SSA SP VTC CF X X RW CF TP LOD CWA IP RS SS PROPERTY LINE EXISTING EASEMENT PROPOSED LIMITS OF DISTURBANCE STABILIZED STAGING AREA TEMPORARY SOIL STOCKPILE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE PROPOSED ROCK WATTLE PROPOSED TREE PROTECTION FENCE INLET PROTECTION PROPOSED ROCK SOCKS STREET SWEEPING PROPOSED EASEMENT SR SURFACE ROUGHENING S&MU SEEDING & MULCHING SEE SHEET C14.4 FOR SEED MIX EXISTING FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR FLOODPLAIN \\kimley-horn\MP_NCO\nco_civil\196731002_harmony-i25\CADD\plansheets\C-EROS.dwg 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 NORTH TABLE OF CALCULATIONS TOTAL AREA OF DISTURBANCE 20.64 ACRES TOTAL ONSITE DISTURBANCE 17.14 ACRES TOTAL OFFSITE DISTURBANCE 3.50 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 100% ESTIMATE PRE-EXISTING VEGETATIVE COVER 0.00% EXISTING SOIL TYPE TYPE B, C, AND D DEPTH TO GROUNDWATER (FT)11.5 - 15 FEET NUMBER OF PHASES 1 TOTAL VOLUME OF MATERIAL IMPORTED (+) OR EXPORTED (-)+6,900 CF TOTAL AREA OF OFFSITE STOCKPILING OF FILL N/A STEEPEST SLOPE (H:V)4:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA (>75 FEET PUT N/A)N/A 38 OF 44 S S 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / 4840 4845 48 4 5 4845 4841 48 4 1 4841 4842 4842 48424843 4843 48 4 3 4844 4844 48 4 4 4846 48 4 6 4846 4847 4847 4840 4839 4848 48 4 9 48 5 0 484 7 48 4 8 48 4 9 4849 484 9 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 4847 4848 48 4 9 4849 48 4 6 4840 48 4 5 48 5 0 4839 48 3 9 484 1 48 4 2 4843 48 4 4 48 4 6 48 4 7 48 4 8 48 4 9 48 5 148 5 2 48 5 2 485 0 485 1 485 1 485 1 4851 4851 48 5 1 4845 4850 4844 4846 4847 4848 4849 48514851 48 4 9 48 5 0 48 4 7 48 4 8 48 4 9 484 9 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 4847 4848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4847 484 6 48 4 7 48 4 8 48 4 9 4850 ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EE ELEC BRKRELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D DDDDD T S T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT H2O H2O MH MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW M E V.P. COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E EE E E E E E E E E E XX X X X E W W W W W W W W WWWWWW W W W ST ST ST ST ST ST W W W W OH U E E E E E E E HARMONY ROAD VTC CWA VTC CWA CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCF CF CF CF CFCF RW RW RW RW RW RWCF CF CF CF CF CF LOD LOD LOD LOD LOD LOD LOD LOD IP IP IP IP SPSSA S&MU S&MU S&MU S&MU S&MU S&MU S&MU RS RS RS RS RS RS RS RS RS RS SS SS TYPE VL RIPRAP 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R IN T E R I M E R O S I O N C O N T R O L P L A N C14.1SCALE: 1"=60' NORTH MEC OAT 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 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.CONSTRUCTION FENCING SHALL HAVE A ROCK WATTLE ALONG THE BASE OF THE FENCE AROUND THE ENTIRE PERIMETER EXCEPT AT CONSTRUCTION ENTRANCES. 8.NO TRACKING OF DEBRIS OR MUD IS ALLOWED ON TO PUBLIC STREETS. IF TRACKING DOES OCCUR, CONTRACTOR TO CLEAN IT IMMEDIATELY. LEGEND: SSA SP VTC CF X X RW CF TP LOD CWA IP RS SS PROPERTY LINE EXISTING EASEMENT PROPOSED LIMITS OF DISTURBANCE STABILIZED STAGING AREA TEMPORARY SOIL STOCKPILE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE PROPOSED ROCK WATTLE PROPOSED TREE PROTECTION FENCE INLET PROTECTION PROPOSED ROCK SOCKS STREET SWEEPING PROPOSED EASEMENT SR SURFACE ROUGHENING S&MU SEEDING & MULCHING SEE SHEET C14.4 FOR SEED MIX EXISTING FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR FLOODPLAIN TABLE OF CALCULATIONS TOTAL AREA OF DISTURBANCE 20.64 ACRES TOTAL ONSITE DISTURBANCE 17.14 ACRES TOTAL OFFSITE DISTURBANCE 3.50 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 100% ESTIMATE PRE-EXISTING VEGETATIVE COVER 0.00% EXISTING SOIL TYPE TYPE B, C, AND D DEPTH TO GROUNDWATER (FT)11.5 - 15 FEET NUMBER OF PHASES 1 TOTAL VOLUME OF MATERIAL IMPORTED (+) OR EXPORTED (-)+6,900 CF TOTAL AREA OF OFFSITE STOCKPILING OF FILL N/A STEEPEST SLOPE (H:V)4:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA (>75 FEET PUT N/A)N/A 39 OF 44 S S 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM 3'' FM / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / 4840 4845 48 4 5 4845 4841 48 4 1 4841 4842 4842 48424843 4843 48 4 3 4844 4844 48 4 4 4846 48 4 6 4846 4847 4847 4840 4839 4848 48 4 9 48 5 0 484 7 48 4 8 48 4 9 4849 484 9 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 4847 4848 48 4 9 4849 48 4 6 4840 48 4 5 48 5 0 4839 48 3 9 484 1 48 4 2 4843 48 4 4 48 4 6 48 4 7 48 4 8 48 4 9 48 5 148 5 2 48 5 2 485 0 485 1 485 1 485 1 4851 4851 48 5 1 4845 4850 4844 4846 4847 4848 4849 48514851 48 4 9 48 5 0 48 4 7 48 4 8 48 4 9 484 9 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 4847 4848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4847 484 6 48 4 7 48 4 8 48 4 9 4850 ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EE ELEC BRKRELEC BRKR ELEC ELEC BRKR E ELEC BRKR D D D DDDDD T S T S F.O. VAULT F.O. VAULT T F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT H2O H2O MH MH MH MH MH MH MHMH MH LIDLIDLIDLIDLIDLID LIDLID LID LID MW MW MW MW MW MW MW MW MW MW MW M E V.P. COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMM COMMCOMM COMM CO M M COMM CO M M COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E E E EEEEE E E E E E E E E E E E E E E EE E E E E E E E E E XX X X X E W W W W W W W W WWWWWW W W W ST ST ST ST ST ST W W W W OH U E E E E E E E HARMONY ROAD VTC CWA VTC CWA LOD LOD LOD LOD LOD LOD LOD LOD IP IP IP IP S&MU S&MU S&MU S&MU S&MU S&MU S&MU SS SS SS IP IP IP IP TYPE VL RIPRAP FI N A L E R O S I O N C O N T R O L P L A N C14.2 NORTH SCALE: 1"=60' MEC OAT 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R 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 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.CONSTRUCTION FENCING SHALL HAVE A ROCK WATTLE ALONG THE BASE OF THE FENCE AROUND THE ENTIRE PERIMETER EXCEPT AT CONSTRUCTION ENTRANCES. 8.NO TRACKING OF DEBRIS OR MUD IS ALLOWED ON TO PUBLIC STREETS. IF TRACKING DOES OCCUR, CONTRACTOR TO CLEAN IT IMMEDIATELY. LEGEND: SSA SP VTC CF X X RW CF TP LOD CWA IP RS SS PROPERTY LINE EXISTING EASEMENT PROPOSED LIMITS OF DISTURBANCE STABILIZED STAGING AREA TEMPORARY SOIL STOCKPILE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE PROPOSED ROCK WATTLE PROPOSED TREE PROTECTION FENCE INLET PROTECTION PROPOSED ROCK SOCKS STREET SWEEPING PROPOSED EASEMENT SR SURFACE ROUGHENING S&MU SEEDING & MULCHING SEE SHEET C14.4 FOR SEED MIX EXISTING FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR FLOODPLAIN TABLE OF CALCULATIONS TOTAL AREA OF DISTURBANCE 20.64 ACRES TOTAL ONSITE DISTURBANCE 17.14 ACRES TOTAL OFFSITE DISTURBANCE 3.50 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 100% ESTIMATE PRE-EXISTING VEGETATIVE COVER 0.00% EXISTING SOIL TYPE TYPE B, C, AND D DEPTH TO GROUNDWATER (FT)11.5 - 15 FEET NUMBER OF PHASES 1 TOTAL VOLUME OF MATERIAL IMPORTED (+) OR EXPORTED (-)+6,900 CF TOTAL AREA OF OFFSITE STOCKPILING OF FILL N/A STEEPEST SLOPE (H:V)4:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA (>75 FEET PUT N/A)N/A 40 OF 44 ER O S I O N C O N T R O L D E T A I L S C14.3 MEC OAT 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R 41 OF 44 ER O S I O N C O N T R O L D E T A I L S C14.3 MEC OAT 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R EROSION CONTROL SEED MIX COMMON NAME PLS/ACRE WESTERN WHEAT 3.5 ALKALI GRASS 2.1 ALKALI SACATION 2.0 BLUE GRAMA 1.8 BOTTLEBRUSH SQUIRRELTAIL 0.9 CANDADA WILDRYE 2.6 INLAND SALTGRASS 1.1 TOTAL 14.0 PLS/ACRE *IF BROADCAST METHOD IS USED, RATES SHALL BE DOUBLED NOTES 1.SEED MIXTURES SHALL BE SOWN AT THE PROPER TIME OF YEAR SPECIFIED FOR THE MIXTURE. 2.RECOMMENDED SEEDING RATES SPECIFIED AS POUNDS PURE LIVE SEED PER ACRE (LBS. PLS/ACRE) AS CALLED OUT ON THE LANDSCAPE PLAN SHALL BE USED. 3.SEED SHALL BE DRILL SEEDED, WHENEVER POSSIBLE. NATIVE SEEDING SHOULD USE A RANGELAND STYLE DRILL TO PLACE SEED AT THE PROPER DEPTH ADD PROPER GERMINATION - BROADCAST SEEDING OR HYDRO-SEEDING MAY BE SUBSTITUTED ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED. 4.SEEDING RATES SHALL BE DOUBLED FOR BROADCAST SEEDING OR INCREASED BY 50% IF USING A BRILLION DRILL OR HYDRO-SEEDING. 5.BROADCAST SEED SHALL BE LIGHTLY HAND RAKED INTO THE SOIL. 6.SEED DEPTH SHALL TYPICALLY BE 1 4 TO 1 2 INCH FOR MOST MIXTURES AND THE APPROPRIATE AND OPTIMUM DEPTH SHALL BE DETERMINED BASED UPON SEED SPECIES. 7.ALL SEEDED AREAS SHALL BE MULCHED WITHIN 24 HOURS OF SEEDING, AND THE MULCH SHALL EITHER BE ADEQUATELY CRIMPED AND OR TACKIFIED. 8.IF HYDRO-SEEDING IS CONDUCTED, MULCHING OR TACKIFIER SHALL BE CONDUCTED AS A SECONDARY AND ENTIRELY SEPARATE APPLICATION. 9.THE SEED SHALL NOT CONTAIN ANY COLORADO NOXIOUS WEEDS AS DEFINED BY THE COLORADO DEPARTMENT OF AGRICULTURE. 10.FOR DETENTION BASINS USE CITY OF FORT COLLINS DETENTION BASIN MIX. REFER TO LANDSCAPING PLANS FOR MIX INFORMATION. 41 OF 44 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 48474848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 248 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4850 4848 484 9 4851 48 5 1 4851 4849 48494849 4848 4849 4848 4849 48484848 4848 4848 48474847 4847 4847 48474847 4846 4846 4847 4847 4847 4848 484 6 48 4 7 48 4 8 48 4 9 4850 4849 ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC ELEC ELEC ELEC ELEC D D D DDDDD T S T S T S CABLE VAULT T S F.O. VAULT F.O. VAULT F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT WH2O H2O MH E COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMMCOMM COMM COMM CO M M COM M COMM COMM E E E E E E E E E E EEEEE E E E E E E E E E E E E E E E E E EEE E E E E E E E E E E E E E E E E E E E XXXXXXX X X W W W ST ST ST W W W W W W W W W W W W WEEEEEEE E E E E E E E E E T EX-T EX-W EX-Y W Y HARMONY ROAD EX-X EX-Z OS-Y Z OS-Z EX-V EX-U UV OS-S S EXISTING POND B EXISTING POND A 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ V - D R N G . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R EX I S T I N G D R A I N A G E E X H I B I T C15.0 MEC OAT 43 OF 44 PROPERTY LINE LEGEND: PROPOSED CATCH CURB AND GUTTER PROPOSED STORM LINE # = BASIN DESIGNATION AC = AREA IN ACRES I = % IMPERVIOUSNESS # = DESIGN POINT NORTH PROPOSED BASIN BOUNDARY EXISTING FLOW ARROW EXISTING FEMA 100-YR FLOODPLAIN EXISTING FEMA 100-YR FLOODWAY 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 48474848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 248 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4850 4848 484 9 4851 48 5 1 4851 4849 48494849 4848 4849 4848 4849 48484848 4848 4848 48474847 4847 4847 48474847 4846 4846 4847 4847 4847 4848 484 6 48 4 7 48 4 8 48 4 9 4850 4849 4850 485 0 48 5 5 4848 4848 484 9 4849 48 5 1 48 5 2 48 5 3 48 5 4 48 5 6 48 5 7 48 5 8 48 5 9 484 6 48464846 48474848 4849 4849 4849 484 6 48 4 7 48 4 8 48 4 8 4840 48 4 5 48 4 5 48 4 1 48 4 2 48 4 3 48 4 4 48 4 6 48 4 6 48 4 7 48 4 7 48 4 8 48 4 8 48 4 0 48 4 5 4845 48 4 5 484 5 48 4 5 4841 48 4 248 4 3 48 4 4 48 4 6 48 4 6 4847 484 7 4847 4847 48 4 7 48 4 7 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 8 48 4 9 4849 4845 484 1 4842 4843 4844 4846 4847 4848 4850 4848 484 9 4851 48 5 1 4851 4849 48494849 4848 4849 4848 4849 48484848 4848 4848 48474847 4847 4847 48474847 4846 4846 4847 4847 4847 4848 484 6 48 4 7 48 4 8 48 4 9 4850 4849 4840 484 5 4839 48 3 9 484 1 4842 48434844 48 4 6 48 4 7 48 4 8 48 4 9 48 5 0 48 4 6 48 4 7 48 4 8 48 4 9 48 5 1 484 8 48 4 9 4846 484 7 484 8 484 9 485 0 48 5 0 48 5 0 485 0 485 0 4851 4847 48 4 8 4849 4848 48 4 9 484 8 484 9 48 4 0 4840 4840 4845 4845 4839 4841 48 4 1 4841 4842 4842 48424843 4843 4844 48444846 48464847 4847 4840 484 5 4839 48 3 9 484 1 4842 48434844 48 4 6 48 4 7 48 4 8 48 4 9 48 5 0 48 4 6 48 4 7 48 4 8 48 4 9 48 5 1 484 8 48 4 9 4846 484 7 484 8 484 9 485 0 48 5 0 48 5 0 485 0 485 0 4851 4847 48 4 8 4849 4848 48 4 9 484 8 484 9 48 4 0 4840 4840 4845 4845 4839 4841 48 4 1 4841 4842 4842 48424843 4843 4844 48444846 48464847 4847 ELEC ELECELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC BRKR ELEC ELEC ELEC ELEC ELEC ELEC D D D DDDDD T S T S T S CABLE VAULT T S F.O. VAULT F.O. VAULT F.O. VAULT F.O. VAULT CABLE VAULT CABLE VAULT CCCC WH2O H2O MH E COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COMM COMMCOMMCOMMCOMMCOMMCOMM CO M M COM M COMMCOMM COMM COMM CO M M COM M COMM COMM E E E E E E E E E E E E E E EEE E E E E E E E E E E XXXXXXX X X W W W ST ST ST W W W W W W W W W W W W WEEEEEEE E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RAIN GARDEN A RAIN GARDEN B ST R E E T A HARMONY ROAD T4 V X3 X4 U2 W1 U3 OS-S T3 T2 T1 U1 OS-Y OS-Z W S V U Y Z T X OS-R R RAIN GARDEN C RAIN GARDEN D RAIN GARDEN E X2 X1 EXISTING POND B EXISTING POND A 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 . DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 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 \ 1 9 6 7 3 1 0 0 2 _ H a r m o n y - I 2 5 \ C A D D \ P l a n S h e e t s \ C - D R N G . d w g PROJECT NO. SHEET HA R M O N Y L A K E S OCT 22, 2025 AGR 196731002 PRELIMINARY R PR O P O S E D D R A I N A G E E X H I B I T C15.1 MEC OAT PROPERTY LINE LEGEND: PROPOSED CATCH CURB AND GUTTER PROPOSED STORM LINE # = BASIN DESIGNATION AC = AREA IN ACRES I = % IMPERVIOUSNESS # = DESIGN POINT PROPOSED BASIN BOUNDARY PROPOSED FLOW ARROW EXISTING FLOW ARROW NORTH 44 OF 44 EXISTING FEMA 100-YR FLOODPLAIN EXISTING FEMA 100-YR FLOODWAY