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HomeMy WebLinkAboutDocument Markups - Utility Plan - 02/26/2025W. HARMONY RD.W. HARMONY RD. W. TROUTMAN PKWY. S. M A S O N S T . S. C O L L E G E A V E . SITE TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O CO V E R S H E E T C0.0 BASIS OF BEARINGS CONTACTS NORTH VICINITY MAP SCALE: 1" = 1000' LEGAL DESCRIPTION BENCHMARK FLOODPLAIN STATEMENT THIS PROPERTY IS LOCATED WITHIN OTHER AREAS - AREA OF MINIMAL FLOOD HAZARD - ZONE X, AS SHOWN ON THE FLOOD INSURANCE RATE MAP 08069C1000F, DATED DECEMBER 19, 2006 - NOT PRINTED. THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS SURVEY IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAPS. PARCEL 1: LOT 1, A PLAT OF PEDERSEN TOYOTA-VOLVO-SAAB P.U.D., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. PARCEL 2: A PART OF LOT 4, FOSSIL CREEK COMMERCIAL PLAZA, FORT COLLINS, LARIMER COUNTY COLORADO, WHICH BEGINS AS THE NORTHWEST CORNER OF SAID LOT 4 AND RUNS THENCE S 89°47'04" E 322.19 FEET; THENCE S00°02'W 436.95 FEET; THENCE N 89°53'13" W 148.84 FEET, THENCE ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT, A DISTANCE OF 36.96 FEET, THE LONG CHORD OF WHICH BEARS N 47°32'17" W 33.68 FEET; THENCE ALONG THE ARC OF A 400.00 FOOT RADIUS CURVE TO THE LEFT, A DISTANCE OF 222.88 FEET, THE LONG CHORD OF WHICH BEARS N 21°09'07" W 220.01 FEET; THENCE ALONG THE ARC OF A 340.00 FOOT RADIUS CURVE TO THE RIGHT, A DISTANCE OF 221.54 FEET, THE LONG CHORD OF WHICH BEARS N 18°26'52" W 217.64; THENCE N 00°13'08"E 3.49 FEET TO THE POINT OF BEGINNING. BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, ASSUMED TO BEAR SOUTH 00°12'42" EAST, A DISTANCE OF 2646.04 FEET, AS MONUMENTED AT THE EAST QUARTER CORNER BY A RECOVERED 3" BRASS CAP STAMPED, "LS 17497", FLUSH WITH CONCRETE AND AT THE SOUTHEAST CORNER BY A RECOVERED NO. 6 REBAR WITH 2.5" ALUMINUM CAP STAMPED, "CITY OF FORT COLLINS, 2010, PLS 17497" IN MONUMENT BOX. ELEVATIONS ARE BASED UPON CITY OF FORT COLLINS VERTICAL BENCHMARK CSU-2 WITH A NAVD88 ELEVATION OF 5006.29 FEET. PEDERSEN TOYOTA UTILITY PLANS FOR LOT 1, PEDERSEN TOYOTA-VOLVO-SAAB P.U.D. AND MINI-U-STORAGE P.U.D. LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO APPD APPROVED APPROX APPROXIMATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS B.O.P.BOTTOM OF PIPE BLVD BOULEVARD BVC BEGIN VERTICAL CURVE CDOT COLORADO DEPARTMENT OF TRANSPORTATION CEC CIVIL ENGINEERING CONSULTANT COM COMMUNICATIONS CTV CABLE TELEVISION CY CUBIC YARDS DTP DENVER TRANSIT PARTNERS E EAST OR ELECTRIC EA EACH EL ELECTRIC OR ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EVC END VERTICAL CURVE EX EXISTING FL FLOW LINE FO FIBER OPTIC G GAS HP HIGH POINT ID INSIDE DIAMETER IGA INTER-GOVERNMENTAL AGREEMENT IRRG IRRIGATION LF LINEAR FEET LP LOW POINT LS LUMP SUM LT LEFT MAX MAXIMUM ME MATCH EXISTING MH MANHOLE MIN MINIMUM N NORTH NE NORTHEAST NO NUMBER NTS NOT TO SCALE NW NORTHWEST OD OUTSIDE DIAMETER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE OR PORTLAND CEMENT CONCRETE PE PROFILE ELEVATION POC POINT ON CURVE PROP PROPOSED PRC POINT OF REVERSE CURVE PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION RCP REINFORCED CONCRETE PIPE RD ROAD REV REVISION ROW RIGHT-OF-WAY RP RADIUS POINT RT RIGHT RTD REGIONAL TRANSPORTATION DISTRICT RW RIGHT-OF-WAY S SOUTH SB SOUTHBOUND SCMD SAND CREEK METROPOLITAN DISTRICT SD STORM DRAIN SE SOUTHEAST SF SQUARE FEET SHLD SHOULDER SPA SPACING SS SANITARY SEWER ST STREET STA STATION SW SIDEWALK OR SOUTHWEST SY SQUARE YARDS T TELEPHONE T.O.P.TOP OF PIPE TC/TOC TOP OF CURB TP TOP OF PAVEMENT TYP TYPICAL VAR VARIES VC VERTICAL CURVE W WATER OR WEST ABBREVIATIONS SHEET LIST TABLE Sheet Number Sheet Title C0.0 COVER SHEET C0.1 GENERAL NOTES C0.2 GENERAL NOTES C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 SITE PAVING AND STRIPING PLAN C3.0 OVERALL GRADING PLAN C4.0 OVERALL UTILITY PLAN C5.0 STORM SEWER PLAN AND PROFILE C5.1 STORM SEWER PLAN AND PROFILE C5.2 LOW IMPACT DEVELOPMENT DETAILS C6.0 CIVIL DETAILS C6.1 CIVIL DETAILS C6.2 CIVIL DETAILS C7.0 INITIAL EROSION CONTROL PLAN C7.1 INTERIM EROSION CONTROL PLAN C7.2 FINAL EROSION CONTROL PLAN C8.0 FINAL DRAINAGE PLAN CI V I L C O N S T R U C T I O N P L A N S ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL: (970) 822-7911 EMAIL: EMILY.FELTON@KIMLEY-HORN.COM CONTACT: EMILY FELTON, PE SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, #300 GREENWOOD VILLAGE, CO 80111 TEL: (303) 228-2300 EMAIL: DARREN.WOLTERSTORFF@KIMLEY-HORN.COM CONTACT: DARREN R. WOLTERSTORFF, PLS LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL: (970) 822-7911 EMAIL: EMILY.SHAUGHNESSY@KIMLEY-HORN.COM CONTACT: EMILY SHAUGHNESSY, PLA OWNER/DEVELOPER: PEDERSEN TOYOTA, LLC 4455 SOUTH COLLEGE AVENUE FORT COLLINS, CO 80525 TEL: (970) 266-7302 EMAIL: MARK@PEDERSENTOYOTA.COM CONTACT: MARK PEDERSEN ARCHITECT: JOHN MAHONEY ARCHITECT, LLC 850 WEST ELLIOT ROAD, SUITE 108 TEMPE, AZ 85284 TEL: (480) 345-8457 EMAIL: JENNIFER@MAHONEYARCH.COM CONTACT: JENNIFER SMITHEY FEBRUARY 2025 DISCLAIMER STATEMENT 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. CERTIFICATION 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. _________________________________________________________________ SIGNATURE DATE GEOTECHNICAL REPORT GEOTECHNICAL REPORT WAS PREPARED BY EARTH ENGINEERING CONSULTANTS, LLC ON FEBRUARY 13, 2014. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED:_________________________________________________ CITY ENGINEER,_____________ APPROVED SHEETS DATE APPROVED:_________________________________________________ WATER & WASTEWATER UTILITY,_____________ APPROVED SHEETS DATE APPROVED:_________________________________________________ STORMWATER UTILITY,_____________ APPROVED SHEETS DATE APPROVED:_________________________________________________ PARK PLANNING AND DEVELOPMENT,_____________ APPROVED SHEETS DATE APPROVED:_________________________________________________ TRAFFIC OPERATIONS,_____________ APPROVED SHEETS DATE APPROVED:_________________________________________________ ENVIRONMENTAL PLANNER,_____________ APPROVED SHEETS DATE 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O GE N E R A L N O T E S C0.1 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 ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1800-922-1987, 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 DEVELOPER 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 DEVELOPER 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.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE 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 BE 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. 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 OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM) 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 DEVELOPER 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 DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHTOF-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 DEVELOPER 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 DEVELOPER 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 DEVELOPER 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 BENCHMARK FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: CITY OF FORT COLLINS BENCHMARK NO. CSU-2 NAVD88 ELEVATION: 5006.29 41.ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE (INSERT PROPER WORD) 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. 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 THIRTY (30) 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: 7.1.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. 7.2.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 7.3.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, (FORT COLLINS GMA & CITY LIMITS ONLY). 15.1.BELOW ALL GUTTER DOWNSPOUTS. 15.2.OUT TO DRAINAGE SWALES. 15.3.ALONG LOT PERIMETER. 15.4.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). 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. 1.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. 2.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3.ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5.ALL LANE LINES SHALL BE LATEX PAINT. 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8.LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. 16.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. 17.NO “RESET” ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. 18.ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA. 1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM) SHALL BE FOLLOWED AND IMPLEMENTED. 3.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 4.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL – APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. 1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 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. GENERAL NOTES CI V I L C O N S T R U C T I O N P L A N S STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES STREET IMPROVEMENT NOTES TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES STORM DRAINAGE NOTES WATERLINE NOTE INFILL AND REDEVELOPMENT NOTE TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O GE N E R A L N O T E S C0.2 GENERAL EROSION CONTROL REQUIREMENTS THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 1.THE PROPERTY OWNER, OWNER’S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS’ 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. 12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. 18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES’ DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES. LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. VEHICLE TRACKING 32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. LOADING AND UNLOADING OPERATIONS 36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS 37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT. 41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. 42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. CONCRETE SAW CUTTING MATERIALS 44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE’S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. FINAL STABILIZATION AND PROJECT COMPLETION 49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS AND PER CITY OF FORT COLLINS STANDARDS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS OR THE EROSION CONTROL PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOESNOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) CI V I L C O N S T R U C T I O N P L A N S S S S COM COM COM G G G G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M 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 E E E E E E E E E EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT GGG SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S XXXXXXX X X X X E E E S DDD DDD DDD DDD DDD SSS SSS DDD S STRIPING TO BE REMOVED, TYP. INLET TO BE REMOVED TREE TO BE REMOVED, TYP. LIGHT POLE AND ELECTRIC LINE TO BE REMOVED, TYP. STRIPING TO BE REMOVED, TYP. STRIPING TO BE REMOVED, TYP. STARIS TO BE REMOVED TRANSFORMER TO REMAIN STRIPING TO BE REMOVED, TYP. 10 ' D R A I N A G E E A S E M E N T TO B E V A C A T E D RE C . N O . 5 6 5 8 6 4 8' UT I L I T Y E A S E M E N T REC . N O . 5 6 5 8 6 4 10' DRAINAGE EASEMENT TO BE VACATED REC. NO. 565864 55 ' U T I L I T Y E A S E M E N T RE C N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 10 ' D R A I N A G E E A S E M E N T TO B E V A C A T E D RE C . N O . 5 6 5 8 6 4 8' U T I L I T Y E A S E M E N T TO B E V A C A T E D RE C . N O . 5 6 5 8 6 4 28' EMERGENCY ACCESS & DRAINAGE EASEMENT TO BE VACATED REC. NO. 565864 28' E M E R G E N C Y A C C E S S & DR A I N A G E E A S E M E N T TO B E V A C A T E D REC . N O . 5 6 5 8 6 4 28 ' E M E R G E N C Y A C C E S S & D R A I N A G E E A S E M E N T TO B E V A C A T E D R E C . N O . 5 6 5 8 6 4 6' UTILITY EASEMENT REC. NO. 278737 GAS METER TO BE REPLACED INLET TO BE REMOVED INLET TO BE REMOVED INLET TO BE REMOVED INLET TO BE REMOVED HEADWALL TO BE REMOVED STRIPING TO BE REMOVED, TYP. ELECTRIC LINE TO BE REMOVED NLET TO BE REMOVED 12" RCP STORM LINE TO BE REMOVED LIGHT POLE AND ELECTRIC LINE TO BE REMOVED, TYP. FIRE HYDRANT TO REMAIN PARCEL 2 MINI-U-STORAGE P.U.D. REC. NO. 565864 PARCEL 1 LOT 1, PEDERSON TOYOTA-VOLVO-SAAB P.U.D. REC. NO. 88032686 TEMPORARY CHAIN-LINK CONSTRUCTION FENCE TO BE REMOVED L=221.63, R=340.00 D=37°20'57" N00°04'52"W 3.49 N89°54'39"E 575.90 S0 0 ° 0 1 ' 4 5 " E 41 6 . 9 4 L=31.47,R=20.00 D=90°09'19" N89°51'46"E 380.87 L=37.16,R=25.00 D=85°09'54" L=222.87, R=400.00 D=31°55'24" 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 INLET TO BE REMOVED STARIS TO BE REMOVED 4455 S. COLLEGE AVE. PEDERSON TOYOTA BUILDING TO BE PARTIALLY DEMOLISHED COMCAST FIBER LINE XCEL GAS LINE TEMPORARY CHAIN-LINK CONSTRUCTION FENCE TO BE REMOVED 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING CONNEXION FIBER LINE FORT COLLINS ELECTRIC LINE COMCAST FIBER LINE CONNEXION FIBER LINE COMCAST FIBER LINE CENTURY LINK PHONE LINE XCEL GAS LINE TO REMAIN STREET LIGHT, TYP. CENTURY LINK FIBER LINE TO REMAIN WATER LINE TO REMAINGAS LINE TO REMAIN KENSINGTON DRIVE (PUBLIC R.O.W. VARIES) 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 503 5 503 5 50 3 5 50 4 0 50 4 0 50 4 0 503 4 50 3 4 50 3 4 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 503 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 4 1 503 5 50 4 0 50 4 0 50 4 0 50335034 503 6 5037 5038 50 3 9 50 3 9 5039 50 3 5 50 3 4 503 6 5036 50 3 5 50 4 0 50 3 3 50 3 3 50 3 4 50 3 6 50 3 7 50 3 7 50 3 7 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 503 9 50 3 9 50 3 9 50 4 1 50 4 1 50 4 1 50 4 2 50 3 5 5040 50365037 503 8 5039 5041 50 4 2 50 4 2 50 4 2 18" RCP STORM LINE STORM INLET STORM INLET SANITARY MANHOLE, TYP. SANITARY MANHOLE, TYP. 8" PVC SANITARY LINE WATER VALVE, TYP. FORT COLLINS ELECTRIC LINE WATER LINE 8" PVC SANITARY LINE DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) SANITARY MANHOLE, TYP. SANITARY MANHOLE, TYP. SANITARY MANHOLE, TYP. 8" PVC SANITARY LINE 8" PVC SANITARY LINE WATER LINE TRAFFIC CABINET STORM MANHOLE, TYP. STORM INLET, TYP. 36" RCP STORM LINE 36" RCP STORM LINE 36" RCP STORM LINE 36" RCP STORM LINE ELECTRIC VAULT FORT COLLINS ELECTRIC LINE FORT COLLINS ELECTRIC LINE TO BE REROUTED EX. STORM MANHOLE, TYP.18" RCP STORM LINE SANITARY MANHOLE, TYP. SANITARY MANHOLE, TYP.24" PVC SANITARY LINE 24" PVC SANITARY LINE 24" PVC SANITARY LINE FIRE HYDRANT, TYP.WATER VALVE, TYP. WATER MANHOLE, TYP. WATER METER, TYP. IRRIGATION CONTROL VALVE, TYP. WATER LINE 8" PVC STORM LINE TO BE REMOVED 8" PVC STORM LINE TO BE REMOVED 8" PVC STORM LINE TO BE REMOVED 8" PVC STORM LINE TO BE REMOVED 8" PVC STORM LINE TO BE REMOVED 8" PVC STORM LINE TO BE REMOVED ASPHALT TO BE REMOVED ASPHALT TO BE REMOVED ASPHALT TO BE REMOVED ASPHALT TO BE REMOVED ASPHALT TO BE REMOVED TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ C A D D \ P l a n S h e e t s \ C - D E M O . d w g PROJECT NO. SHEET 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O EX I S T I N G C O N D I T I O N S A N D D E M O L I T I O N P L A N C1.0 LEGEND COM E E G S W X X X X PROPERTY LINE EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX EXISTING COMMUNICATIONS LINE EXISTING ELECTRICAL LINE EXISTING ELECTRICAL LINE TO BE REMOVED EXISTING NATURAL GAS LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING STORM LINE EXISTING STORM LINE TO BE REMOVED EXISTING FENCE EXISTING FENCE TO BE REMOVED EXISTING CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT TO BE REMOVED EXISTING SIDEWALK EXISTING SIDEWALK TO BE REMOVED LIMITS OF DISTURBANCE EXISTING ASPHALT TO BE REMOVED EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED BASIS OF BEARINGS: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, ASSUMED TO BEAR SOUTH 00°12'42" EAST, A DISTANCE OF 2646.04 FEET, AS MONUMENTED AT THE EAST QUARTER CORNER BY A RECOVERED 3" BRASS CAP STAMPED, "LS 17497", FLUSH WITH CONCRETE AND AT THE SOUTHEAST CORNER BY A RECOVERED NO. 6 REBAR WITH 2.5" ALUMINUM CAP STAMPED, "CITY OF FORT COLLINS, 2010, PLS 17497" IN MONUMENT BOX. BENCH MARK: ELEVATIONS ARE BASED UPON CITY OF FORT COLLINS VERTICAL BENCHMARK CSU-2 WITH A NAVD88 ELEVATION OF 5006.29 FEET. NORTH 0 GRAPHIC SCALE IN FEET 30 SCALE: 1" = 30' CI V I L C O N S T R U C T I O N P L A N S TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ C A D D \ P l a n S h e e t s \ C - S I G N . d w g PROJECT NO. SHEET 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O LEGEND PROPERTY LINE EXISTING EASEMENT PROPOSED CURB AND GUTTER PROPOSED STANDARD-DUTY CONCRETE PAVEMENT PROPOSED HEAVY-DUTY ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED LANDSCAPE AREA PROPOSED STANDARD-DUTY ASPHALT PAVEMENT NOTES: 1.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3.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 IMPROVEMETS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 5.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, ASSUMED TO BEAR SOUTH 00°12'42" EAST, A DISTANCE OF 2646.04 FEET, AS MONUMENTED AT THE EAST QUARTER CORNER BY A RECOVERED 3" BRASS CAP STAMPED, "LS 17497", FLUSH WITH CONCRETE AND AT THE SOUTHEAST CORNER BY A RECOVERED NO. 6 REBAR WITH 2.5" ALUMINUM CAP STAMPED, "CITY OF FORT COLLINS, 2010, PLS 17497" IN MONUMENT BOX. BENCH MARK: ELEVATIONS ARE BASED UPON CITY OF FORT COLLINS VERTICAL BENCHMARK CSU-2 WITH A NAVD88 ELEVATION OF 5006.29 FEET. SI T E P A V I N G A N D S T R I P I N G P L A N C2.0 CI V I L C O N S T R U C T I O N P L A N S NORTH SCALE: 1" = 30' EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT SSS SSS SSS DDD DDD DDD DDD DDD DDD S S S SS S L=222.87, R=400.00 D=031°55'24" L=221.63, R=340.00 D=037°20'57" N00°04'52"W 3.49 N89°54'39"E 575.90 S0 0 ° 0 1 ' 4 5 " E 41 6 . 9 4 L=31.47, R=20.00 D=090°09'19" S89°51'46"W 380.87 L=37.16, R=25.00 D=085°09'54" 34' 26 ' E M E R G E N C Y AC C E S S EA S E M E N T 9' TYP. 19 ' T Y P . 9' TYP. 19 ' T Y P . 9' TYP. 19 ' T Y P . 9' TYP. 19 ' T Y P . 8. 5 ' T Y P . 18' TYP. 26 ' E M E R G E N C Y AC C E S S E A S E M E N T 8. 5 ' T Y P . 18' TYP . 24' E M E R G E N C Y ACC E S S E A S E M E N T 20 ' 20 ' 24 ' E M E R G E N C Y AC C E S S E A S E M E N T 24 ' E M E R G E N C Y AC C E S S E A S E M E N T 26 ' E M E R G E N C Y AC C E S S E A S E M E N T 26' EMERGENCY ACCESS EASEMENT 24' 8'11' 5' 18 ' T Y P . 8.5' TYP.8.5 ' T Y P . 18' T Y P . 8.5' TYP. 18 ' T Y P . 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUILDING 44,075 SF TOTAL KENSINGTON DRIVE (PUBLIC R.O.W. VARIES) 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5 ' T Y P . 18' TYP . 8. 5 ' T Y P . 18' TYP. 8' U T I L I T Y EA S E M E N T 15' UTILITY EASEMENT 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING PAINT DIRECTIONAL ARROW, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT 4" SOLID WHITE PARKING STRIPING, TYP. PAINT DIRECTIONAL ARROW, TYP. PAINT ACCESSIBLE PARKING SYMBOL PAINT 4" WHITE STRIPES AT 45° AT 2' O.C. PAINT 4" WHITE STRIPES AT 45° AT 2' O.C. 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8' 5' PROP. ACCESSIBLE PARKING SIGN R7-8; 12" X 18" PROP. "VAN ACCESSIBLE" SIGN R7-8P; 6" X 12" PROP. MONUMENT SIGN FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 PROP. RAMP WITH TRUNCATED DOME PROP. RAMP WITH TRUNCATED DOME PROP. RAMP WITH TRUNCATED DOME PROP. RAMP WITH TRUNCATED DOME 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K CONNECT TO 4' SIDEWALK 10' SIDEWALK 10' SIDEWALK BUILDING EXPANSION 11,347 SF BUILDING EXPANSION 20,485 SF CROSS PAN PER LCUASS 708 CROSS PAN PER LCUASS 708 120.63' R2 0 ' R20 ' R20 ' R10 ' R10 ' R2 5 ' R10' R5 ' R3' T Y P . R20 ' R5' R10 ' R20' R100' R5' R6' R8 ' R6' R6' R6' R6' R6 ' R6 ' R20' R25 ' R8' R6' R3' T Y P . R3 ' T Y P . R18' R18 ' R6' R6' R3' T Y P . R5' R5'R5' R3 ' T Y P . R6' R3' T Y P . R6' R6' R3' T Y P . R3' T Y P . R2 0 ' R20 ' PAINT 4" WHITE STRIPES AT 45° AT 2' O.C. EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT SSS SSS SSS DDD DDD DDD DDD DDD DDD S S S SS S AR AR AR AR AR AR AR AR AR AR AR AR AR AR AR AR AR AR AR ARARARARARARAR ARARAR ARAR ARARAR AR AR 50 3 5 50 3 5 503 5 50 4 0 50 4 0 50 4 0 50 3 4 5034 50 3 4 50 3 4 50 3 6 50 3 6 503 6 5037 50 3 7 50 3 7 50 3 8 50 3 9 50 3 9 50 3 9 503 5 5040 5036 5037 5038 5039 5041 50 4 2 50 4 2 50 4 2 504 0 50 3 8 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 504 1 50 4 1 504 1 50 3 5 50 3 5 50 3 5 50 3 3 50 3 3 50 3 4 50 3 6 50 3 6 50 3 7 5035 50 3 5 50 3 6 50 3 7 50 3 8 50 3 9 50 3 6 50 3 6 50 3 7 50 3 7 50 3 8 5037 5037 50 3 8 503 7 5037 503 8 5039 5035 5035 5036 5036 5037 5035 5035 5034 5034 5036 5037 50 3 5 50 3 4 50 3 6 50 3 7 50 3 5 26 ' E M E R G E N C Y AC C E S S EA S E M E N T 26 ' E M E R G E N C Y AC C E S S E A S E M E N T 26' EMERGENCY ACCESS EASEMENT 24' EM E R G E N C Y ACCES S E A S E M E N T 24' E M E R G E N C Y ACC E S S E A S E M E N T 24 ' E M E R G E N C Y AC C E S S E A S E M E N T 24 ' E M E R G E N C Y AC C E S S E A S E M E N T 26 ' E M E R G E N C Y AC C E S S E A S E M E N T 26' EMERGENCY ACCESS EASEMENT 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 KENSINGTON DRIVE (PUBLIC R.O.W. VARIES) 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 8' U T I L I T Y EA S E M E N T 15' UTILITY EASEMENT 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUILDING EXPANSION 51,336 SF FFE = 5037.10 33.81 EG 34.97 FG 34.55 EG 34.95 FG 34.57 EG 35.01 FG 34.47 EG 35.15 FG 34.47 EG 36.80 FG 35.07 EG 36.76 FG 35.80 EG 35.74 FG 35.94 EG 35.32 FG 34.88 EG 34.96 FG ±34.6 ME ±33.3 ME ±34.9 ME ±35.1 ME ±35.1 ME ±34.9 ME ±34.5 ME ±34.4 ME ±35.0 ME ±34.6 ME ±34.5 ME ±34.2 ME ±34.4 ME ±34.4 ME ±34.5 ME ±38.9 ME ±38.9 ME ±38.8 ME ±39.0 ME ±41.1 ME ±41.5 ME ±41.0 ME ±40.6 ME ±39.6 ME±40.2 ME ±38.0 ME ±36.7 ME36.85 FL 36.75 FL 36.42 FL 36.31 FL 35.31 FL 35.29 FL 35.24 FL 35.08 FL 34.17 LP 34.65 FL 34.91 FL 35.80 FL 35.94 FL 36.08 FG 36.19 FL 36.40 FL 36.37 FL 36.35 FL 35.71 FL 35.60 FL 35.60 FL 35.74 FL 36.37 FL 36.60 FG 36.91 SW 36.70 SW 36.62 SW 36.15 FL 36.27 FL 36.41 FL 36.28 FL 35.98 FL 37.49 FL 37.82 FL 37.93 FL 38.00 FL 37.91 FL 37.83 FL 35.94 LP 37.81 FL 37.77 FL 37.67 FL 37.36 FL 37.18 FL 37.50 FL 37.62 FL 38.24 FL 38.17 FL 36.48 FL 36.55 FL 36.02 FL 35.81 FL 35.65 FL 35.59 FL 35.51 FL 35.37 FL 35.85 FL 36.07 FL 36.06 FL 34.66 FL 34.51 FL 34.42 LP 34.57 FL 34.62 FL 34.68 FL 34.80 FL 34.79 FL 34.73 FL 34.71 FL 35.91 FL 35.78 FL 35.71 FL 35.65 FL 35.71 FL 35.87 FL 35.45 FL 35.55 FL 35.77 FL 35.89 FL 35.79 FL 35.75 FL 36.50 FL 36.50 FL 36.10 FL 35.85 FL 35.81 FL 35.84 FL 35.98 FL 36.62 FL 36.55 FL 36.49 FL 36.44 FL 36.36 FL 36.62 FL 36.66 FL 36.50 FL 36.59 FL 35.67 FL 35.70 FL 36.04 FL 36.16 FL 35.42 FL 35.45 FL 35.63 FL 35.67 FL 35.63 FL 35.57 FL 35.19 FL 35.22 FL 35.17 FL 35.29 FL35.33 FL 35.26 FL 34.79 FL 34.71 FL34.73 FL 35.14 FL 34.59 FL 34.57 FL 34.71 FL 34.80 FL 34.86 FL 34.79 FL 36.13 FG 35.07 FG 35.54 FG 34.28 FG 34.27 FG 36.01 FG 36.57 FG 34.70 FG 34.33 EG 34.33 FG 35.35 EG 36.23 FG 34.79 FL 34.68 FL 34.68 FL 34.71 FL 34.88 FL 34.93 FL 34.92 FL 34.83 FL 34.56 FL 34.63 FL 34.63 FL 34.57 FL 34.30 FL 34.25 FL34.25 FL 34.32 FL 34.22 FL 34.20 FL 34.42 FL 34.55 FL 34.61 FL 34.51 FL 35.85 FL 35.92 FL 35.92 FL 35.86 FL 35.19 FL 35.13 FL35.13 FL 35.21 FL35.56 FG 35.93 FG 35.89 FL 35.96 FL 35.11 FL 35.16 FL 35.87 FL 35.97 FL 35.72 FL 38.14 FL 38.04 FL 37.74 FL 39.34 FL 39.64 FL 39.75 FL 40.43 FL 40.33 FL 39.88 FL 39.81 FL 35.55 FL 35.33 FL 35.26 FL 35.26 FL 35.35 FL 35.65 FL 37.27 FL 38.31 FL 37.78 FL 37.62 FL 37.60 FL 37.79 FL 38.38 FL 36.18 FL 34.37 FL 33.99 FL 33.88 FL 33.30 LP 33.31 FL 33.39 FL 33.09 LP 34.06 FL 35.09 FL 36.11 FL 36.34 FL 36.41 FL 36.45 FL 36.48 FL 36.58 FL 36.99 FG36.78 FL 36.25 FL 36.41 FL 36.58 FL 36.48 FL36.58 FL 36.48 FL 36.58 FL 36.48 FL 36.48 FL 36.58 FL 37.38 FL 37.07 FL37.15 FL 37.39 FL38.88 FL 38.73 FL 38.68 FL 38.99 FL 39.15 FL 39.18 FL 39.21 FL 39.28 FL 38.58 FL 38.35 FL 38.28 FL 38.24 FL 38.17 FL 37.95 FL 37.58 FL 35.58 FL 35.59 FL 35.90 FL 35.96 FL 2. 1 % 2. 3 % 2. 3 % 2. 1 % 2. 6 % 2.1 % 3.6 % 1. 9 % 1.8 % 2. 2 % 2. 1 % 2. 1 % 2.0 % 1.2 % 1. 6 % 1. 9 % 2. 2 % 2. 4 % 3.6 % 3.4 % 1.6 % 2. 0 % 2.7% 2.9% 2.4% 1.4 % 2. 0 % 2. 2 % 2. 3 % 1.4 % 2.2% 2.0% 3. 6 % 2.0 % 2.9 % 2. 4 % 1.9 % 2. 3 % 3.4% 2. 3 % 3.9 % 2. 0 % 37.44 FL 37.48 FL 33.80 FL 33.68 FL 33.94 FL 34.02 FL 34.04 FL 34.05 FL 34.08 FL 34.15 FL2. 7 % 35.80 FG 36.31 FG 35.37 FG 35.45 FG 35.91 FG 33.80 FL 33.82 FL33.83 FL 33.86 FL 33.72 FL33.94 FL 33.42 FL 33.50 FL 33.73 FL 36.60 FL 34.36 FL 36.31 SW ±34.3 ME ±35.4 ME GRADE BREAK, TYP. 50 4 0 50 4 0 50 4 0 50 3 7 50 3 7 50 3 8 50 3 8 503 9 50 3 9 50 3 950 3 9 50 3 9 503 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 5 50 3 6 50 3 7 50 3 8 50 3 9 50 3 9 50 3 3 50 3 4 50 3 5 50 3 3 5033 5034 503 4 50 3 4 50 4 0 50 3 7 50 3 8 50 3 9 50 4 1 50 3 8 503 9 50 3 9 50 3 9 50 3 5 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 503 7 1.6 % 1. 2 % 2.5 % 2.1% 1.4% 1.6% 1.5% 1.9% 36.83 SW ±34.9 ME 36.90 SW ±34.9 ME 36.82 SW ±34.7 ME 36.60 SW ±34.8 ME 36.77 SW ±34.4 ME36.90 SW ±33.9 ME 36.90 SW ±33.9 ME 36.57 SW ±34.3 ME 1.0%1.8% 36.60 FG 37.10 FG37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG 37.10 FG TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ C A D D \ P l a n S h e e t s \ C - G R A D . d w g PROJECT NO. SHEET 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O OV E R A L L G R A D I N G P L A N C3.0 LEGEND PROPERTY LINE EXISTING EASEMENT PROPOSED SPILL CURB AND GUTTER PROPOSED CATCH CURB AND GUTTER VVVVVVVVVVV PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX XXXX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW AR AR PROPOSED ACCESSIBLE ROUTE ADA ACCESS, SLOPE TO NOT EXCEED 2% IN THIS AREA ABBREVIATIONS EG EXISTING GRADE FG FINISHED GRADE FFE FINISHED FLOOR ELEVATION FL FLOWLINE GB GRADE BREAK HP HIGH POINT LP LOW POINT ME MATCH EXISTING EXISTING STORM LINE PROPOSED STORM LINE GRADE BREAK NORTH SCALE: 1" = 30' NOTES: 1.ALL EXISTING CONDITIONS ARE BASED ON THE SURVEY PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC., DATED 10/29/2024. CONTRACTOR SHALL OBTAIN AS-BUILTS AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF FORT COLLINS, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 3.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 4.SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. ACCESSIBLE ROUTES SHALL SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND NO MORE THAN 1:50 CROSS SLOPE. 5.ALL CURBS SHALL BE 6" UNLESS SPECIFIED OTHERWISE ON PLANS. 6.5000' SHALL BE ADDED TO TRUNCATED ELEVATIONS. 7.MAXIMUM SLOPE IS 4:1 8.MINIMUM SLOPES IN NON-ROADWAY AREAS IS 2%. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, ASSUMED TO BEAR SOUTH 00°12'42" EAST, A DISTANCE OF 2646.04 FEET, AS MONUMENTED AT THE EAST QUARTER CORNER BY A RECOVERED 3" BRASS CAP STAMPED, "LS 17497", FLUSH WITH CONCRETE AND AT THE SOUTHEAST CORNER BY A RECOVERED NO. 6 REBAR WITH 2.5" ALUMINUM CAP STAMPED, "CITY OF FORT COLLINS, 2010, PLS 17497" IN MONUMENT BOX. BENCH MARK: ELEVATIONS ARE BASED UPON CITY OF FORT COLLINS VERTICAL BENCHMARK CSU-2 WITH A NAVD88 ELEVATION OF 5006.29 FEET. CI V I L C O N S T R U C T I O N P L A N S COM COM COM G G G G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M 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 E E E E E EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S DDD DDD DDD DDD DDD DDD S S S S S SSSSSS S S FIRE FIRE FI R E FI R E S S 26 ' EM E R G E N C Y AC C E S S EA S E M E N T 26 ' E M E R G E N C Y AC C E S S E A S E M E N T 24' E M E R G E N C Y ACC E S S E A S E M E N T 24 ' E M E R G E N C Y AC C E S S E A S E M E N T 24 ' E M E R G E N C Y AC C E S S E A S E M E N T 26 ' E M E R G E N C Y AC C E S S E A S E M E N T 26' EMERGENCY ACCESS EASEMENT 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 KENSINGTON DRIVE (PUBLIC R.O.W. VARIES) 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 8' U T I L I T Y EA S E M E N T 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING 26' EMERGENCY ACCESS EASEMENT EX. TRAFFIC CABINET EX. STORM MANHOLE, TYP. EX. STORM MANHOLE, TYP. EX. STORM INLET, TYP. CONNECT TO EX. STORM MANHOLE EX. 36" RCP STORM LINE EX. 36" RCP STORM LINE EX. 36" RCP STORM LINE EX. 36" RCP STORM LINE EX. 18" RCP STORM LINE EX. 18" RCP STORM LINE EX. STORM INLET EX. STORM INLET EX. COMCAST FIBER LINE EX. CENTURY LINK PHONE LINE EX. COMCAST FIBER LINE EX. XCEL GAS LINE EX. STREET LIGHT, TYP. EX. FORT FOLLINS ELECTRIC LINE EX. ELECTRIC VAULT EX. STREET LIGHT, TYP. EX. FORT COLLINS ELECTRIC LINE EX. FORT COLLINS ELECTRIC LINE TO BE REROUTED AROUND BUILDING EX. TRANSFORMER EX. SANITARY MANHOLE, TYP. EX. SANITARY MANHOLE, TYP. EX. SANITARY MANHOLE, TYP. EX. SANITARY MANHOLE, TYP. EX. SANITARY MANHOLE, TYP. EX. SANITARY MANHOLE, TYP. EX. SANITARY MANHOLE, TYP. EX. SANITARY MANHOLE, TYP. EX. 24" PVC SANITARY LINE EX. 24" PVC SANITARY LINE EX. 24" PVC SANITARY LINE EX. 8" PVC SANITARY LINE EX. 8" PVC SANITARY LINE EX. 8" PVC SANITARY LINE EX. 8" PVC SANITARY LINE EX. 8" PVC SANITARY LINE EX. FIRE HYDRANT, TYP. EX. FIRE HYDRANT, TYP. EX. FIRE HYDRANT, TYP. EX. WATER VALVE, TYP. EX. WATER VALVE, TYP. EX. WATER VALVE, TYP. EX. WATER MANHOLE, TYP. EX. WATER METER, TYP. EX. IRRIGATION CONTROL VALVE, TYP. EX. WATER LINE EX. FORT COLLINS ELECTRIC LINE EX. 8" WATER LINE EX. 6" WATER LINE EX. XCEL GAS LINE EX. CENTURY LINK FIBER LINE PROP. GAS METER PROP. FIRE HYDRANT PROP. SAND/OIL INTERCEPTOR PROP. 5' TYPE R INLET PROP. 5' TYPE R INLET PROP. 5' TYPE R INLET PROP. 5' TYPE R INLET PROP. 5' TYPE R INLET PROP. 6" DIP FIRE LINE CONNECT TO EX. WATER LINE CONNECT TO EX. SANITARY LINE WITH MANHOLE UNDERGROUND LID ADS CHAMBER UNDERGROUND LID ADS CHAMBER 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUILDING 44,075 SF TOTAL BUILDING EXPANSION 11,347 SF BUILDING EXPANSION 20,485 SF PROP. DRAINAGE EASEMENT (WIDTH VARIES) PROP. DRAINAGE EASEMENT (WIDTH VARIES) 10 ' W A T E R EA S E M E N T EX. 8" WATER LINE 54 ' P U B L I C R . O . W . 60 ' P U B L I C R . O . W . PROP. MONUMENT SIGN EX. 1.5" METER PIT AND VALVE PROP. WATER METER TO BE INTERNAL TO BUILDING SS-01 SS-03 SS-02 14 1 L F ~ 6 " P V C @ 2 . 6 2 % 7 LF ~ 4" PVC @ 2.50% 5 LF ~ 4" PVC @ 2.50% 4 LF ~ 4" PVC @ 1.76% 2 LF ~ 4" PVC @ 2.50%2 LF ~ 4" PVC @ 2.50% 2 LF ~ 4" PVC @ 2.50% 84 LF ~ 4" PVC @ 3.00% 11 LF ~ 4" PVC @ 3.00%3 LF ~ 4" PVC @ 2.00% 10 LF ~ 4" PVC @ 2.00% 42 LF ~ 4" PVC @ 7.00% 13 LF ~ 4" PVC @ 2.00% 14 LF ~ 4" PVC @ 2.00% 14 LF ~ 4" PVC @ 2.00% 4 LF ~ 4" PVC @ 2.00%24 LF ~ 4" PVC @ 3.00% 14 LF ~ 4" PVC @ 2.00% 61 LF ~ 8" PVC @ 3.59% 90 LF ~ 4" PVC @ 3.00% 6 LF ~ 4" PVC @ 3.00% 7 LF ~ 4" PVC @ 3.00% 13 LF ~ 4" PVC @ 3.00% PROP. SANITARY CONNECTION TO BUILDING PROP. SANITARY CONNECTION TO BUILDING PROP. SANITARY CONNECTION TO BUILDING PROP. SANITARY CONNECTION TO BUILDING 4' MH ST-05 4' MH ST-03 4' MH ST-13 4' MH ST-04 4' MH ST-11 4' MH ST-12 4' MH ST-02 4' MH ST-06 4' MH ST-01 4' MH ST-09 4' MH ST-10 4' MH ST-08 4' MH ST-07 66 LF ~ 18" RCP @ 1.50% 13 LF ~ 12" PVC @ 1.50% 8 LF ~ 12" PVC @ 2.50% 40 LF ~ 12" PVC @ 2.50% 123 LF ~ 12" PVC @ 2.50% 34 LF ~ 12" PVC @ 1.50% 7 LF ~ 12" PVC @ 0.50% 3 LF ~ 12" PVC @ 1.50% 68 LF ~ 6" PVC @ 1.01% 35 LF ~ 6" PVC @ 1.00% 12 LF ~ 6" PVC @ 1.00% 68 LF ~ 6" PVC @ 1.00% 25 LF ~ 6" PVC @ 1.00% 95 LF ~ 6" PVC @ 1.00% 25 LF ~ 6" PVC @ 1.00% 42 LF ~ 6" PVC @ 1.00% 12 LF ~ 6" PVC @ 1.00% 46 L F ~ 6 " P V C @ 1 . 0 0 % 12 LF ~ 6" PVC @ 1.00% 73 L F ~ 1 8 " R C P @ 0 . 5 0 % 18 LF ~ 12" PVC @ 0.50% 8 LF ~ 12" PVC @ 0.50% 4 LF ~ 12" PVC @ 0.51% 27 LF ~ 12" PVC @ 0.50% 28 LF ~ 12" PVC @ 0.50% 198 LF ~ 12" PVC @ 0.50% 80 L F ~ 1 2 " P V C @ 0 . 5 0 % 198 LF ~ 1 2 " P V C @ 0 . 5 0 % 20 LF ~ 12" PVC @ 1.20% 28 LF ~ 12" PVC @ 0.01% CONNECT TO EX. STORM MANHOLE 25 LF ~ 12" PVC @ 0.50% 13 LF ~ 6" PVC @ 2.00% 52 LF ~ 12" PVC @ 0.50% 13 LF ~ 6" PVC @ 2.00% 52 L F ~ 1 2 " P V C @ 0 . 5 0 % 13 LF ~ 6" PVC @ 2.00% 52 L F ~ 1 2 " P V C @ 0 . 5 0 % 10 LF ~ 6" PVC @ 2.00% 38 LF ~ 12" PVC @ 0.50% 74 LF ~ 12" PVC @ 0.50% 97 LF ~ 6" PVC @ 2.74% 22 LF ~ 6" PVC @ 2.00% 28 LF ~ 6" PVC @ 2.00% 10 LF ~ 6" PVC @ 2.00% 42 LF ~ 6" PVC @ 2.00% 10 LF ~ 6" PVC @ 2.00% CONTRACTOR TO TAP OFF DOMESTIC LINE FOR IRRIGATION AND COORDINATE FINAL LOCATION WITH OWNER/ARCHITECT. SANITARY/STORM CROSSING TOP (SS): 5025.73 BOT (ST): 5029.69 CLEARANCE: 3.95' SANITARY/STORM CROSSING TOP (SS): 5025.28 BOT (ST): 5026.83 CLEARANCE: 1.55' TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O OV E R A L L U T I L I T Y P L A N C4.0 LEGEND COM E E G S S FIRE FIRE PROPERTY LINE EXISTING EASEMENT EXISTING COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE LINE EXISTING STORM LINE PROPOSED STORM LINE W W EXISTING WATER LINE PROPOSED WATER LINE NORTH SCALE: 1" = 30' NOTES: 1.ALL EXISTING CONDITIONS ARE BASED ON THE SURVEY PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC., DATED 10/29/2024. CONTRACTOR SHALL OBTAIN AS-BUILTS AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2.PIPE LENGTHS PROVIDED REPRESENT HORIZONTAL DISTANCES FROM FITTING TO FITTING AND DOES NOT ACCOUNT FOR VERTICAL ELEVATION CHANGES, BENDS, ETC. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, ASSUMED TO BEAR SOUTH 00°12'42" EAST, A DISTANCE OF 2646.04 FEET, AS MONUMENTED AT THE EAST QUARTER CORNER BY A RECOVERED 3" BRASS CAP STAMPED, "LS 17497", FLUSH WITH CONCRETE AND AT THE SOUTHEAST CORNER BY A RECOVERED NO. 6 REBAR WITH 2.5" ALUMINUM CAP STAMPED, "CITY OF FORT COLLINS, 2010, PLS 17497" IN MONUMENT BOX. BENCH MARK: ELEVATIONS ARE BASED UPON CITY OF FORT COLLINS VERTICAL BENCHMARK CSU-2 WITH A NAVD88 ELEVATION OF 5006.29 FEET. CI V I L C O N S T R U C T I O N P L A N S S S S COMCOM COM COM COM COM COM COM COM COM COM COM EE E E E E E EEE WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTTEEE SSS W W W W EE S DDDDDD 10 + 0 0 11+00 12+00 13+0013+05 20 + 0 0 21+0022+00 EX. 36" RCP STORM LINE EX. 36" RCP STORM LINE 4' MH ST-04 4' MH ST-01 EX ST MH-01 CB-01 4' MH ST-03 ADS CONNECTION 02 ADS CONNECTION 01 PROPERTY LINE SOUTH COLLEGE AVENUE A.K.A. STATE HIGHWAY 287 (PUBLIC R.O.W. VARIES) 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT 20 ' A C C E S S E A S E M E N T RE C . N O . 2 9 7 8 5 5 55' UTILITY EASEMENT REC. NO. 278737 4455 S. COLLEGE AVE. PEDERSE TOYOTA BUILDING EXPANSION 44,075 SF TOTAL STRM-01 4' MH ST-02 STRM-01 5020 5025 5030 5035 5020 5025 5030 5035 10+00 11+00 12+00 13+00 13+50 STRM-02 66 LF ~ 18" RCP @ 1.50% EX S T M H - 0 1 ST A : 1 0 + 0 0 RI M : 5 0 3 4 . 3 3 IN V O U T : 5 0 2 3 . 7 9 4' MH ST-01 STA: 10+65.53 RIM: 5034.70 INV IN:5024.77 INV OUT:5025.27 8 LF ~ 12" PVC @ 2.50% 13 LF ~ 12" PVC @ 1.50% ADS CONNECTION 01 STA: 10+81.59 RIM: 5026.79 INV IN:5025.71 INV OUT:5025.71 ADS CONNECTION 02 STA: 11+33.59 RIM: 5026.79 INV IN:5025.71 INV OUT:5025.71 4' MH ST-03 STA: 11+41.68 RIM: 5036.48 INV IN:5025.92 INV OUT:5026.12 INV OUT:5026.12 40 LF ~ 12" PVC @ 2.50% 4' M H S T - 0 4 ST A : 1 1 + 8 1 . 6 7 RI M : 5 0 3 6 . 0 4 IN V I N : 5 0 2 7 . 1 2 IN V O U T : 5 0 2 7 . 3 2 IN V O U T : 5 0 2 7 . 6 2 123 LF ~ 12" PVC @ 2.50% CB - 0 1 ST A : 1 3 + 0 5 . 0 9 RI M : 5 0 3 3 . 1 5 IN V I N : 5 0 3 0 . 4 0 FINISHED GRADE EXISTING GRADE 4' M H S T - 0 2 ST A : 1 0 + 7 8 . 1 6 RI M : 5 0 3 4 . 9 5 IN V I N : 5 0 2 5 . 4 6 IN V O U T : 5 0 2 5 . 6 6 3 LF ~ 12" PVC @ 1.50% DE P T H : 1 . 5 5 ' 4" PVC SANITARY SEWER CROSSING SS CO M G CO M CO M CO M COM COM COM COMCOMCOMCOM COMCOMCOM COM COMCOMCOMCOM E E E EEE EEE E E EEEEEE TTT TTT TTT EEE III TTT EEE EEE EEE TTT TTT EEE TRTRTR EEE E E EE EDDD DDD DDD 10 + 0 0 11+00 12+00 20 + 0 0 21+00 22+00 23+00 23 + 3 5 4' MH ST-05 4' MH ST-06 CB-02 4' MH ST-03 SOUTH COLLEGE AVENUE A.K.A.STATE HIGHWAY 287 (PUBLIC R.O.W. VARIES) EX. 36" RCP STORM LINE PROPERTY LINE 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUIDLING EXPANSION 44,075 SF TOTAL STRM-02 STRM-02 5025 5030 5035 5040 5025 5030 5035 5040 20+00 21+00 22+00 23+00 24+00 STRM-03 34 LF ~ 12" PVC @ 1.50%25 LF ~ 12" PVC @ 0.50% 4' M H S T - 0 6 ST A : 2 3 + 2 7 . 4 8 RI M : 5 0 3 4 . 8 4 IN V I N : 5 0 2 8 . 3 0 IN V O U T : 5 0 2 8 . 5 0 4' M H S T - 0 5 ST A : 2 0 + 3 4 . 1 7 RI M : 5 0 3 6 . 5 7 IN V I N : 5 0 2 6 . 6 3 IN V O U T : 5 0 2 6 . 8 3 7 LF ~ 12" PVC @ 0.50% CB-02 STA: 23+34.69 RIM: 5034.17 INV IN:5028.53 4' MH ST-03 STA: 20+00 RIM: 5036.48 INV IN:5025.92 INV OUT:5026.12 INV OUT:5026.12 FINISHED GRADE EXISTING GRADE 52 LF ~ 12" PVC @ 0.50% 52 LF ~ 12" PVC @ 0.50% 52 LF ~ 12" PVC @ 0.50% 38 LF ~ 12" PVC @ 0.50% 74 LF ~ 12" PVC @ 0.50% EX. FORT COLLINS ELECTRIC LINE, CONTRACTOR TO TAKE CAUTION AND ENSURE ADEQUATE COVERAGE WITH THE UTILITY PROVIDER EX. XCEL GAS LINE, CONTRACTOR TO TAKE CAUTION AND ENSURE ADEQUATE COVERAGE WITH THE UTILITY PROVIDER DE P T H : 2 . 7 7 ' DE P T H : 2 . 6 6 ' TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O LEGEND COM E E G S S W PROPERTY LINE EXISTING EASEMENT EXISTING COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE EXISTING SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING STORM LINE PROPOSED STORM LINE NOTES: 1.ALL EXISTING CONDITIONS ARE BASED ON THE SURVEY PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC., DATED 10/29/2024. CONTRACTOR SHALL OBTAIN AS-BUILTS AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2.PIPE LENGTHS PROVIDED REPRESENT HORIZONTAL DISTANCES FROM FITTING TO FITTING AND DOES NOT ACCOUNT FOR VERTICAL ELEVATION CHANGES, BENDS, ETC. SCALE: 1" = 50' ST O R M S E W E R P L A N A N D P R O F I L E C5.0 CI V I L C O N S T R U C T I O N P L A N S NO R T H SCALE: 1" = 50' NO R T H TTT WWW WWW WWW TTT KEYMAP SCALE 1" = 200' STRM-01 STRM-02 S S S SSS F S COM G G G G G G G G COM COMCOM CO M CO M CO M CO M CO M CO M COM E E E E E E E E E TTT TTT TTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW SSSTTT EEE TTT TTT TTT SSS TTT SSS SSS SSS W W W W W WWWW W WW WWWW E E E E S S S S SS SSSS DDD DDD SO U T H M A S O N S T R E E T (6 0 ' R . O . W . R E C . N O . 2 7 8 7 3 7 ) 6' UTILITY EASEMENT REC. NO. 2787374301 S. COLLEGE AVE. LOT, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 30 + 0 0 31+00 32+ 0 0 33 + 0 0 34 + 0 0 35+00 36+00 36+95 EX. ST MH-02 4' MH ST-08 ADS CONNECTION 03 ADS CONNECTION 04 4' MH ST-09 4' MH ST-10 CB-03 4' MH ST-11 4' MH ST-12 CB-04 4' MH ST-13 CB-05 STRM 3 44 5 5 S . C O L L E G E A V E . PE D E R S E N T O Y O T A BU I D L I N G E X P A N S I O N 44 , 0 7 5 S F T O T A L 4' MH ST-07 STRM-03 5025 5030 5035 5040 5025 5030 5035 5040 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 25 LF ~ 12" PVC @ 0.50% CB - 0 5 ST A : 3 6 + 9 5 . 4 4 RI M : 5 0 3 6 . 0 2 IN V I N : 5 0 3 3 . 4 7 198 LF ~ 12" PVC @ 0.50% 4' M H S T - 1 3 ST A : 3 4 + 9 7 . 3 4 RI M : 5 0 3 6 . 1 3 IN V I N : 5 0 3 2 . 3 8 IN V O U T : 5 0 3 2 . 4 8 80 LF ~ 12" PVC @ 0.50% 4' M H S T - 1 2 ST A : 3 4 + 1 7 . 6 6 RI M : 5 0 3 5 . 0 7 IN V I N : 5 0 3 1 . 8 8 IN V I N : 5 0 3 1 . 9 8 IN V O U T : 5 0 3 1 . 9 8 198 LF ~ 12" PVC @ 0.50% 4' MH ST-11 STA: 32+19.44 RIM: 5035.54 INV IN:5030.79 INV OUT:5030.89 28 LF ~ 12" PVC @ 0.50% 4' MH ST-10 STA: 31+90.98 RIM: 5034.31 INV IN:5030.55 INV IN:5030.65 INV OUT:5030.65 27 LF ~ 12" PVC @ 0.50% 4 LF ~ 12" PVC @ 0.51% ADS CONNECTION 04 STA: 31+60.29 RIM: 5031.47 INV IN:5030.40 INV OUT:5030.40 4' M H S T - 0 9 ST A : 3 1 + 6 3 . 8 8 RI M : 5 0 3 4 . 3 4 IN V I N : 5 0 3 0 . 4 2 IN V O U T : 5 0 3 0 . 4 2 8 LF ~ 12" PVC @ 0.50% 18 LF ~ 12" PVC @ 0.50% ADS CONNECTION 03 STA: 30+99.29 RIM: 5031.47 INV IN:5030.40 INV OUT:5030.40 4' M H S T - 0 8 ST A : 3 0 + 9 0 . 9 3 RI M : 5 0 3 4 . 2 8 IN V I N : 5 0 3 0 . 3 5 IN V O U T : 5 0 3 0 . 3 6 73 LF ~ 18" RCP @ 0.50% EX . S T M H - 0 2 ST A : 3 0 + 0 0 RI M : 5 0 3 2 . 7 7 IN V O U T : 5 0 2 9 . 4 0 EXISTING GRADE FINISHED GRADE 4' MH ST-07 STA: 30+72.61 RIM: 5034.27 INV IN:5029.76 INV OUT:5030.26 DE P T H : 1 . 5 0 ' DE P T H : 1 . 5 0 ' EX. GAS LINE, CONTRACTOR TO TAKE CAUTION AND ENSURE ADEQUATE COVERAGE WITH THE UTILITY PROVIDER EX. WATER SERVICE, CONTRACTOR TO TAKE CAUTION AND ENSURE ADEQUATE COVERAGE WITH THE UTILITY PROVIDER EX. ELECTRIC LINE, CONTRACTOR TO TAKE CAUTION AND ENSURE ADEQUATE COVERAGE WITH THE UTILITY PROVIDER TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O LEGEND COM E E G S S W PROPERTY LINE EXISTING EASEMENT EXISTING COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE EXISTING SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING STORM LINE PROPOSED STORM LINE ST O R M S E W E R P L A N A N D P R O F I L E C5.1 CI V I L C O N S T R U C T I O N P L A N S SCALE: 1" = 50' NORTH TTT WWW WWW WWW TTT KEYMAP SCALE 1" = 200' NOTES: 1.ALL EXISTING CONDITIONS ARE BASED ON THE SURVEY PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC., DATED 10/29/2024. CONTRACTOR SHALL OBTAIN AS-BUILTS AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2.PIPE LENGTHS PROVIDED REPRESENT HORIZONTAL DISTANCES FROM FITTING TO FITTING AND DOES NOT ACCOUNT FOR VERTICAL ELEVATION CHANGES, BENDS, ETC. STRM-03 COM COM COM G G G G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M 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 E E E E E EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S DDD DDD DDD DDD DDD DDD S S S S S SSSSSS S S FIRE FIRE FI R E FI R E S S 50 3 5 503 5 503 5 503 4 50 3 4 50 3 6 50 3 7 50 3 8 50 3 9 50 3 5 50 3 6 50 3 6 5036 50 3 7 50 3 7 50 3 7 50 3 8 503 9 503 7 5037 503 8 5039 50 3 5 50 3 5 503 5 50 4 0 50 4 0 50 4 0 50 3 4 5034 50 3 4 503 6 50 3 6 503 6 50 3 7 50 3 8 50 3 9 50 3 9 50 3 9 503 5504050365037503850395041 50 4 2 50 4 2 50 4 2 50 4 0 50 3 7 50 3 6 50 3 8 5039 50 3 9 503 9 50 3 9 50 3 9 50 4 1 504 1 50 4 1 504 1 50 4 2 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 8 50 3 7 503 7 50 3 6 50 3 9 50 3 9 50 3 9 50 3 4 503 5 5034 50 3 4 5037 5036 50 3 6 50 3 9 50 3 8 50 3 9 50 3 9 503 7 503 9 5035 5034 5036 5037 5035 5036 5036 5037 5038 503 9 5035 5036 5037 UNDERGROUND SYSTEM A TREATMENT AREA: 2.55 AC REQUIRED VOLUME: 3,496 CF PROVIDED VOLUME: 3,675 CF UNDERGROUND SYSTEM B TREATMENT AREA: 2.33 AC REQUIRED VOLUME: 2,390 CF PROVIDED VOLUME: 2,450 CF 5039 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ C A D D \ P l a n S h e e t s \ C - D R A I N . d w g PROJECT NO. SHEET 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O LO W I M P A C T D E V E L O P M E N T D E T A I L S C5.2 LEGEND COM E E G S S W PROPERTY LINE EXISTING EASEMENT EXISTING COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE EXISTING SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING STORM LINE PROPOSED STORM LINE CI V I L C O N S T R U C T I O N P L A N S NORTH LEGEND PROPERTY LINE RIGHT-OF-WAY LINE EASEMENT LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX CENTERLINE UNDERGROUND CHAMBER TREATMENT AREA UNDERGROUND CHAMBER SYSTEM UNTREATED AREA PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXX XXXX PROJECT LID SUMMARY BASIN B TOTAL DISTURBED IMPERVIOUS AREA FOR ROADWAY IMPROVEMENTS MINIMUM AREA TO BE TREATED BY LID MEASURES TOTAL REQUIRED TREATED IMPERVIOUS AREAS BY UNDERGROUND SYSTEM TOTAL PROPOSED TREATED IMPERVIOUS AREAS BY UNDERGROUND SYSTEM PROJECT LID SUMMARY BASIN A MINIMUM AREA TO BE TREATED BY LID MEASURES TOTAL REQUIRED TREATED IMPERVIOUS AREAS BY UNDERGROUND SYSTEM TOTAL PROPOSED TREATED IMPERVIOUS AREAS BY UNDERGROUND SYSTEM 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O CI V I L D E T A I L S C6.0 CI V I L C O N S T R U C T I O N P L A N S TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O CI V I L D E T A I L S C6.1 CI V I L C O N S T R U C T I O N P L A N S TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O CI V I L D E T A I L S C6.2 CI V I L C O N S T R U C T I O N P L A N S E E E E EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT GGG SSS SSS SSS XXXXXXX X X X X E E E DDD DDD DDD DDD DDD SSS SSS DDD S S S CWA CWA SSA SP IP X X X X X X X X X XXXXX X X X XXXXXXX X X X X X X X X X X X X SF SF SF SF SF SF SFCFSFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFSF SF SF SF SF SF VTC SF VTC IP IP IP IP IP IP IP IP TP TP TPTPTPTPTP TP TP TPTPTPTP TP TP TP TP TP SF SF SF SF CF CF CF CF CF CF CF CFCF 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 4455 S. COLLEGE AVE. EXISTING PEDERSEN TOYOTA BUILDING 19,792 SF 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING 50 3 5 50 3 5 50 3 5 50 4 0 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 4 1 50 4 1 50 4 1 50 4 0 50 4 0 50 4 0 50 4 0 50 4 0 50 3 7 50 3 7 50 3 8 50 3 8 50 3 9 50 3 9 50 3 9 50 4 1 50 3 5 503 5 503 5 50 3 4 5034 50 3 4 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 50 3 7 50 3 8 50 3 9 503 5 5040 50365037 503 8 5039504150 4 2 50 4 2 50 4 2 50 4 0 50 3 7 50 3 7 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 5039 50 3 9 503 9 50 3 9 50 3 9 50 4 1 50 4 1 50 4 1 50 4 2 1.6% 0.7 % 1.4 % 0.5% 0.3 % 0.4% 1.0 % 2.6 % 1.2% 1.7% 1. 4 % 1.3 % 2. 7 % 2.6% 2.2 % 2.0% 1.0 % 0.4 % 0. 7 % 0. 9 % 6.6%0. 4 % 5. 3 % 0. 8 % 0.3% 5.7% 0.9 % TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O IN I T I A L E R O S I O N C O N T R O L P L A N C7.0 PROPERTY LINE EXISTING EASEMENT PROPOSED LIMITS OF DISTURBANCE STABILIZED STAGING AREA TEMPORARY SOIL STOCKPILE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA SSA SP VTC CF PROPOSED CONSTRUCTION FENCE SF PROPOSED SILT FENCE X X PROPOSED TREE PROTECTION FENCE SF CF TP LOD CWA INLET PROTECTIONIP PROPOSED ROCK SOCKSRS STREET SWEEPINGSS PERMANENT SEEDING AND MULCHING PS NOTES: 1.REFERENCE LANDSCAPE PLANS FOR FINAL CONDITION OF LANDSCAPE AREAS. 2.SURFACE ROUGHENING REQUIRED UNTIL AREA IS PAVED OR HARDSCAPED, OR BUILDING FLOOR IS POURED. INSTALL CURB SOCK IN PAVED AREAS UNTIL LANDSCAPE OR VEGETATION IS INSTALLED. 3.OWNER/DEVELOPER MUST OBTAIN WRITTEN PERMISSION OF ADJACENT PROPERTY SITE DATA: AREA OF DISTURBANCE: ONSITE IMPROVEMENTS:±4.76 ACRES OFFSITE IMPROVEMENTS:±0.22 ACRES TOTAL ±5.98 ACRES EARTHWORK: CUT 10447 CY FILL 2717 CY NET 7730 CY CUT NORTH SCALE: 1" = 30' 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 CI V I L C O N S T R U C T I O N P L A N S EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT SSS SSS SSS DDD DDD DDD DDD DDD DDD S S S SS S CWA SS CWA SSA SP SSSS SS SS SS IP X X X X X X X X X XXXXX X X X XXXXXXX X X X X X X X X X X X X SF SF SF SF SF SF SFCFSFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFSF SF SF SF SF SF VTC SF VTC IP IPIP IP IP RS RS RS RS RS RS RS TP TP TPTPTPTPTP TP TP TPTPTPTP TP TP TP TP TP SF SF SF SF CF CF CF CF CF CF CF CFCF 5035 5034 5034 5036 5037 50 3 8 5035 5034 5036 503 7 5037 5037 503 8 5039 5035 5035 5036 5037 503 5 50 3 5 503 5 5036 5037 5036 5036 50 3 7 50 3 7 50 3 8 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING 50 3 5 50 3 5 50 3 5 50 4 0 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 4 1 50 4 1 50 4 1 50 4 0 50 4 0 50 4 0 50 4 0 50 4 0 50 3 7 50 3 7 50 3 8 50 3 8 50 3 9 50 3 9 50 3 9 50 4 1 50 3 5 503 5 503 5 50 3 4 5034 50 3 4 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 50 3 7 50 3 8 50 3 9 503 5 5040 50365037 503 8 5039504150 4 2 50 4 2 50 4 2 50 4 0 50 3 7 50 3 7 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 5039 50 3 9 50 3 9 50 3 9 50 3 9 50 4 1 50 4 1 50 4 1 50 4 2 1.6% 0.7 % 1.4 % 0.5% 0.3 % 0.4% 1.0 % 2.6 % 1.2% 1.7% 1. 4 % 1.3 % 2. 7 % 2.6% 2.2 % 2.0% 1.0 % 0.4 % 0. 7 % 0. 9 % 6.6%0. 4 % 5. 3 % 0. 8 % 0.3% 5.7% 0.9 % 3. 6 % 1.5 % 3.0 % 2.5 % 4. 0 % 2. 4 % 2.3% 3.7% 1.5 % 1.7 % 3.7 % 2. 1 % 1.2 % 2. 1 % 2. 1 % 2. 2 % 1.9% 3.2 % 1.6% 1.6% 2.0 % 1.9 % 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUILDING 44,075 SF TOTAL BUILDING EXPANSION 11,347 SF BUILDING EXPANSION 20,485 SF TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O IN T E R I M E R O S I O N C O N T R O L P L A N C7.1 PROPERTY LINE EXISTING EASEMENT PROPOSED LIMITS OF DISTURBANCE STABILIZED STAGING AREA TEMPORARY SOIL STOCKPILE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA SSA SP VTC CF PROPOSED CONSTRUCTION FENCE SF PROPOSED SILT FENCE X X PROPOSED TREE PROTECTION FENCE SF CF TP LOD CWA INLET PROTECTIONIP PROPOSED ROCK SOCKSRS STREET SWEEPINGSS PERMANENT SEEDING AND MULCHING PS NOTES: 1.REFERENCE LANDSCAPE PLANS FOR FINAL CONDITION OF LANDSCAPE AREAS. 2.SURFACE ROUGHENING REQUIRED UNTIL AREA IS PAVED OR HARDSCAPED, OR BUILDING FLOOR IS POURED. INSTALL CURB SOCK IN PAVED AREAS UNTIL LANDSCAPE OR VEGETATION IS INSTALLED. 3.OWNER/DEVELOPER MUST OBTAIN WRITTEN PERMISSION OF ADJACENT PROPERTY NORTH SCALE: 1" = 30' 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 CI V I L C O N S T R U C T I O N P L A N S SITE DATA: AREA OF DISTURBANCE: ONSITE IMPROVEMENTS:±4.76 ACRES OFFSITE IMPROVEMENTS:±0.22 ACRES TOTAL ±5.98 ACRES EARTHWORK: CUT 10447 CY FILL 2717 CY NET 7730 CY CUT EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT SSS SSS SSS DDD DDD DDD DDD DDD DDD S S S SS S CWA SS CWA SSSS SS SS SS IP X X X X X X X X X XXXXX X X X XXXXXXX X X X X X X X X X X X X SF SF SF SF SF SF SFCFSFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFSF SF SF SF SF SF VTC SF VTC IP IPIP IP IP RS RS RS RS RS RS RS TP TP TPTPTPTPTP TP TP TPTPTPTP TP TP TP TP TP PS PS PS PS PS PS PS PSPS PS PS PS PSPSPS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPS SF SF SF SF CF CF CF CF CF CF CF CFCF PS 5035 5034 5034 5036 5037 50 3 8 5035 5034 5036 503 7 5037 5037 503 8 5039 5035 5035 5036 5037 503 5 50 3 5 503 5 5036 5037 5036 5036 50 3 7 50 3 7 50 3 8 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING 50 3 5 50 3 5 50 3 5 50 4 0 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 4 1 50 4 1 50 4 1 50 4 0 50 4 0 50 4 0 50 4 0 50 4 0 50 3 7 50 3 7 50 3 8 50 3 8 50 3 9 50 3 9 50 3 9 50 4 1 50 3 5 503 5 503 5 50 3 4 5034 50 3 4 50 3 4 50 3 6 50 3 6 50 3 6 50 3 7 50 3 7 50 3 7 50 3 8 50 3 9 503 5 5040 50365037 503 8 5039504150 4 2 50 4 2 50 4 2 50 4 0 50 3 7 50 3 7 50 3 7 50 3 7 50 3 8 50 3 8 50 3 8 50 3 9 50 3 9 5039 50 3 9 503 9 50 3 9 50 3 9 50 4 1 50 4 1 50 4 1 50 4 2 1.6% 0.7 % 1.4 % 0.5% 0.3 % 0.4% 1.0 % 2.6 % 1.2% 1.7% 1. 4 % 1.3 % 2. 7 % 2.6% 2.2 % 2.0% 1.0 % 0.4 % 0. 7 % 0. 9 % 6.6%0. 4 % 5. 3 % 0. 8 % 0.3% 5.7% 0.9 % 3. 6 % 1.5 % 3.0 % 2.5 % 4. 0 % 2. 4 % 2.3% 3.7% 1.5 % 1.7 % 3.7 % 2. 1 % 1.2 % 2. 1 % 2. 1 % 2. 2 % 1.9% 3.2 % 1.6% 1.6% 2.0 % 1.9 % 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUILDING 44,075 SF TOTAL BUILDING EXPANSION 11,347 SF BUILDING EXPANSION 20,485 SF TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ 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 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O FI N A L E R O S I O N C O N T R O L P L A N C7.2 PROPERTY LINE EXISTING EASEMENT PROPOSED LIMITS OF DISTURBANCE STABILIZED STAGING AREA TEMPORARY SOIL STOCKPILE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA SSA SP VTC CF PROPOSED CONSTRUCTION FENCE SF PROPOSED SILT FENCE X X PROPOSED TREE PROTECTION FENCE SF CF TP LOD CWA INLET PROTECTIONIP PROPOSED ROCK SOCKSRS STREET SWEEPINGSS PERMANENT SEEDING AND MULCHING PS NOTES: 1.REFERENCE LANDSCAPE PLANS FOR FINAL CONDITION OF LANDSCAPE AREAS. 2.SURFACE ROUGHENING REQUIRED UNTIL AREA IS PAVED OR HARDSCAPED, OR BUILDING FLOOR IS POURED. INSTALL CURB SOCK IN PAVED AREAS UNTIL LANDSCAPE OR VEGETATION IS INSTALLED. 3.OWNER/DEVELOPER MUST OBTAIN WRITTEN PERMISSION OF ADJACENT PROPERTY NORTH SCALE: 1" = 30' 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 CI V I L C O N S T R U C T I O N P L A N S SITE DATA: AREA OF DISTURBANCE: ONSITE IMPROVEMENTS:±4.76 ACRES OFFSITE IMPROVEMENTS:±0.22 ACRES TOTAL ±5.98 ACRES EARTHWORK: CUT 10447 CY FILL 2717 CY NET 7730 CY CUT COM COM COM G G G G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M 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 E E E E E EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS TTT SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S DDD DDD DDD DDD DDD DDD S S S S S SSSSSS S S FIRE FIRE FI R E FI R E S S 50 3 5 503 5 503 5 503 4 50 3 4 50 3 6 50 3 7 50 3 8 50 3 9 50 3 5 50 3 6 50 3 6 5036 50 3 7 50 3 7 50 3 7 50 3 8 503 9 503 7 5037 503 8 5039 50 3 5 50 3 5 503 5 50 4 0 50 4 0 50 4 0 50 3 4 5034 50 3 4 503 6 50 3 6 503 6 50 3 7 50 3 8 50 3 9 50 3 9 50 3 9 503 5504050365037503850395041 50 4 2 50 4 2 50 4 2 50 4 0 50 3 7 50 3 6 50 3 8 5039 50 3 9 503 9 50 3 9 50 3 9 50 4 1 504 1 50 4 1 504 1 50 4 2 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 9 50 3 8 50 3 7 503 7 50 3 6 50 3 9 50 3 9 50 3 9 50 3 4 503 5 5034 50 3 4 5037 5036 50 3 6 50 3 9 50 3 8 50 3 9 50 3 9 503 7 503 9 WESTERN BASIN UNDERGROUND LID ADS CHAMBERS EASTERN BASIN UNDERGROUND LID ADS CHAMBERS WESTERN BASIN OUTFALL EASTERN BASIN OUTFALL 5035 5034 5036 5037 5035 5036 5036 5037 5038 503 9 5035 5036 5037 PROPOSED BASIN BOUNDARY PROPOSED SUB-BASIN BOUNDARY 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUILDING 44,075 SF TOTAL BUILDING EXPANSION 11,347 SF BUILDING EXPANSION 20,485 SF SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT KENSINGTON DRIVE (PUBLIC R.O.W. VARIES) 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 5039 30 ' U T I L I T Y E A S E M E N T BO O K 1 9 1 9 P A G E 9 6 7 18" RCP STORM PIPE 36" RCP STORM PIPE 36" RCP STORM PIPE 18" RCP STORM PIPE TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 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 \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ C A D D \ P l a n S h e e t s \ C - D R A I N . d w g PROJECT NO. SHEET 2/26/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O FI N A L D R A I N A G E P L A N C8.0 LEGEND COM E E G S S W PROPERTY LINE EXISTING EASEMENT EXISTING COMMUNICATIONS LINE EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE EXISTING NATURAL GAS LINE EXISTING SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING STORM LINE PROPOSED STORM LINE NOTES: 1.ALL EXISTING CONDITIONS ARE BASED ON THE SURVEY PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC., DATED 10/29/2024. CONTRACTOR SHALL OBTAIN AS-BUILTS AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2.PIPE LENGTHS PROVIDED REPRESENT HORIZONTAL DISTANCES FROM FITTING TO FITTING AND DOES NOT ACCOUNT FOR VERTICAL ELEVATION CHANGES, BENDS, ETC. 3.THE TOP OF FOUNDATION ELEMENTS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. NORTH SCALE: 1" = 30' CI V I L C O N S T R U C T I O N P L A N S # = BASIN DESIGNATION AC = AREA IN ACRES I = % IMPERVIOUSNESS # = DESIGN POINT PROPOSED BASIN BOUNDARY PROPOSED FLOW ARROW EXISTING FLOW ARROW PROPOSED SUB-BASIN BOUNDARY RATIONAL CALCULATIONS SUMMARY DESIGN POINT TRIBUTARY BASINS TRIBUTARY AREA (AC) IMPERVIOUSNESS PEAK FLOWS (CFS) %Q2 Q100On-Site Basins Flowing On-Site 1A 1A 1.16 90%2.80 10.32 2A 2A 1.03 90%2.72 9.99 3A 3A 0.36 86%0.85 3.13 1B 1B 0.91 76%1.76 6.54 2B 2B 0.96 68%1.73 6.45 3B 3B 0.46 83%1.05 3.88 A SUB BASIN A TOTAL 2.55 89%6.38 23.50 B SUB BASIN B TOTAL 2.33 74%4.63 17.22 TOTAL 9.76 82%21.92 81.03On-Site Basins Flowing Off-Site OS1 OS1 0.14 2%0.07 0.38