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HomeMy WebLinkAboutPROSPECT SPORTS CLUB - FDP240002 - SUBMITTAL DOCUMENTS - ROUND 2 - Utility PlansPROJECT SITE SH A R P P O I N T D R . E. PROSPECT ROAD MIDPOINT DRIVE TI M B E R L I N E R O A D 5/ 1 6 / 2 0 2 4 1: 1 9 : 0 5 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 0 . 0 0 - C O V E R . D W G C0 . 0 0 - C O V E R -- - - -- - - APPLICANT/OWNER MAX WEST INC 1500 BUCKEYE STREET FORT COLLINS, CO 80525 PHONE:970-218-9453 CONTACT: JONATHAN O'NEIL CIVIL ENGINEER UNITED CIVIL DESIGN GROUP, LLC 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 PHONE: 970-530-4044 CONTACT: KEVIN BRAZELTON SURVEYOR MAJESTIC SURVEYING 1111 DIAMOND VALLEY DRIVE #104 WINDSOR, CO 80550 PHONE: 970-833-5698 CONTACT: STEVE PARKS CIVIL CONSTRUCTION PLANS FOR CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PROSPECT SPORTS CLUB LOTS 5, PROSPECT PARK EAST P.U.D. SITUATE IN THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT VERTICAL DATUM: NAVD 88 BENCHMARK: CITY OF FORT COLLINS VERTICAL BENCHMARK "FOREMAN" LOCATED ON THE NORTH SIDE OF PROSPECT RD. 0.1 MILES EAST OF SHARP POINT DRIVE,AT THE BACK OF WALK AT THE BASE OF THE PARAPET WALL TO THE BRIDGE OVER THE POUDRE RIVER,15 FT EAST OF THE WEST END OF THE PARAPET WALL. ELEVATION: 4910.33 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19' BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 20, T7N, R68W OF THE 6TH PM AS BEARING N89°42'52"W. NOTE: 1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. VICINITY MAP 1"=500' PROJECT TEAM PROJECT COORDINATES SHEET INDEX PAGE #SHEET #SHEET NAME 1 C0.00 COVER SHEET 2-3 C0.01-C0.02 GENERAL NOTES 4 C1.00 EXISTING CONDITIONS & REMOVALS PLAN 5 C2.00 HORIZONTAL CONTROL PLAN 6 C2.10 PAVEMENT, SIGNING & STRIPING PLAN 7 C3.00 UTILITY PLAN 8 - 9 C3.10-C3.11 STORM SEWER PLAN & PROFILES 10 C4.00 OVERALL GRADING & EROSION CONTROL PLAN 11 - 12 C4.10 - C4.11 DETAILED GRADING PLANS 13 C5.00 DRAINAGE PLAN 14 - 21 C6.00-C6.07 CONSTRUCTION DETAILS UTILITY PROVIDERS LANDSCAPE ARCHITECT RB+B ARCHITECTS 315 EAST MOUNTAIN AVE, SUITE 100 FORT COLLINS, CO 80524 PHONE:970-484-0117 CONTACT: AMANDA HANSEN UTILITY PROVIDER CONTACT PHONE WATER/WASTEWATER CITY OF FORT COLLINS UTILITIES DAN MOGEN (970) 305-5989 STORMWATER CITY OF FORT COLLINS UTILITIES DAN MOGEN (970) 305-5989 POWER CITY OF FORT COLLINS LIGHT & POWER TYLER SIEGMUND (970) 221-6710 NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828 TELECOM CENTURYLINK ROBERT RULI (970) 490-7503 CABLE COMCAST DON KAPPERMAN (970) 567-0245 Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. City of Fort Collins, CO 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 & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE 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. KEVIN BRAZELTON, PE #38837 DATE CERTIFICATION 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. DISCLAIMER STATEMENTA A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : COVER SHEET C0.00 MAY 2024 GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROSPECT PROPERTIES BASKETBALL FACILITY 1601 SHARP POINT DRIVE, FORT COLLINS, COLORAOD SOILOGIC # 22-1426 PREPARED BY: SOILOGIC DATE: DECEMBER 19, 2022 GEOTECHNICAL ENGINEERING REPORT 5/ 1 6 / 2 0 2 4 1: 1 9 : 0 6 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 0 . 0 0 - C O V E R . D W G C0 . 0 0 - C O V E R -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : GENERAL NOTES C0.01 LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 GENERAL NOTES 1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7.THE DEVELOPER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9.IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10.THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 11.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE 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 IS4.5 FEET AND THE MAXIMUM IS 5.5 FEE UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 15.THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 17.CERTIFICATION OF GRADING AND DRAINAGE FACILITIES MUST BE COMPLETED BY A REGISTERED ENGINEER AND SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. 18.THE LOCAL ENTITY INCLUDING BUT NOT LIMITED TO CITY OF FORT COLLINS, SOUTH FORT COLLINS SANITATION DISTRICT AND FORT COLLINS-LOVELAND WATER DISTRICT 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 ENTITLED "PROSPECT SPORTS CLUB" PREPARED BY UNITED CIVIL DESIGN GROUP LLC, AND DATED MAY 22, 2024, 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 ENGINEERS 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 RIGHT-OF-WAY AFTER RIGHT-OF-WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE 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 BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: PROJECT VERTICAL DATUM: NAVD 88 BENCHMARK: CITY OF FORT COLLINS VERTICAL BENCHMARK "FOREMAN" LOCATED ON THE NORTH SIDE OF PROSPECT RD. 0.1 MILES EAST OF SHARP POINT DRIVE,AT THE BACK OF WALK AT THE BASE OF THE PARAPET WALL TO THE BRIDGE OVER THE POUDRE RIVER,15 FT EAST OF THE WEST END OF THE PARAPET WALL. ELEVATION: 4910.33 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19' 41.ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. GENERAL NOTES (CONTINUED) 42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS. 46.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: NONE. 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: 1)STORMWATER VARIANCE STREET IMPROVEMENTS NOTES 1.ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2.A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3.WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT COLLINS. 4.STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 5.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 MUTCD (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 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 THAN 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 PERFORMED IN THE PRESENCE OF AN INSPECTOR. STORM DRAINAGE NOTES 1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY ENTITLED "PROSPECT SPORTS CLUB" PREPARED BY UNITED CIVIL DESIGN GROUP, LLC, AND DATED MAY 22, 2024, SHALL BE FOLLOWED AND IMPLEMENTED. 3.CERTIFICATION OF GRADING AND DRAINAGE FACILITIES MUST BE COMPLETED BY A REGISTERED ENGINEER AND SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. 4.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL - APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 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 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 CITY OF FORT COLLINS TRAFFIC ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS TRAFFIC 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 TWO 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. FORT COLLINS TREE PROTECTION NOTES 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL NOTES 1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS_OF-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 LOVELAND. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: A.BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. B.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C.BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE CITY OF LOVELAND OR HOMEOWNERS ASSOCIATION (HOA). 13.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (LOVELAND GMA & CITY LIMITS ONLY). A.BELOW ALL GUTTER DOWNSPOUTS. B.OUT TO DRAINAGE SWALES. C.ALONG LOT PERIMETER. D.OTHER LOCATIONS, IF NEEDED. 16.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY OF LOVELAND. 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). 5/ 1 6 / 2 0 2 4 1: 1 9 : 0 7 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 0 . 0 0 - C O V E R . D W G C0 . 0 0 - C O V E R -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C0.02 GENERAL NOTES STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 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, ANOTHERTEMPORARY 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 THECITY 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 WITHIN 14 WORKING DAYS OF FINAL GRADING. 52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING 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. LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. TRACT "A" PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. 2601 E. PROSPECT ROAD OWNER: MAX WEST INC. REMOVE EXISTING CURB PROTECT EXISTING TREE (TYP.) (SEE NOTE 6) PROTECT EXISTING TREE (TYP.) (SEE NOTE 6) PROTECT EXISTING TREE (TYP.) (SEE NOTE 6) E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING EXISTING SIDEWALK TO REMAIN REMOVE EXISTING TREE (TYP.) (SEE NOTE 5) EXISTING CURB EXISTING CURB & GUTTER EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK EXISTING STRIPING LOT LINE LOT LINE LOT LINE LOT LINE EXISTING LAKE/POND EXISTING ELECTRIC EXISTING HYDRANT EXISTING HYDRANT EXISTING HYDRANT 8' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 25' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 50' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 ACCESS EASEMENT REC. NO. 20150005330 CITY OF FORT COLLINS FIBER CITY OF FORT COLLINS ELECTRIC CITY OF FORT COLLINS ELECTRIC CITY OF FORT COLLINS ELECTRIC CITY OF FORT COLLINS FIBER CITY OF FORT COLLINS FIBER 20' UTILITY & DRAINAGE EASEMENT BOOK: 2296, PAGE: 2456 COMCAST TELE XCEL GAS ADVANCED ENERGY MONUMENT SIGN TO BE REMOVED EXISTING CONCRETE PAD TO BE REMOVED EXISTING ASPHALT EXISTING GRAVEL EXISTING CURB CUT PROTECT EXISTING FENCED IN ELECTRICAL TRANSFORMER REMOVE EXISTING TREE (TYP.) (SEE NOTE 5) EXISTING 6" WATER EXISTING 8" SANITARY SEWER EXISTING FENCING GRAVEL ACCESS ROAD EXISTING 42" SANITARY SEWER EXISTING 12" WATER EXISTING SIGNS TO REMAIN PROTECT EXISTING TREES (TYP.) (SEE NOTE 6) EXISTING 6" WATER SMH29 RIM-4900.83 INV N=4889.17 (42" RCP) INV NE=4894.12 (6" PVC) INV SE=4894.23 (6" PVC) INV S=4889.16 (42" RCP) SMH30 RIM-4903.89 INV N=4893.25 (8" PVC) INV E=4893.44 (8" PVC) INV S=4893.24 (8" PVC) SMH 10 4900.22=RIM (COULD NOT BE OPENED) EXISTING PRIMARY ELECTRIC LINE TO REMAIN 54' ROW 100' ROW POUDRE RIVER 100-YR FLOODPLAIN POUDRE RIVER 100-YR FLOODWAY POUDRE RIVER 500-YR FLOODPLAIN LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE TOP OF BANK EDGE OF POND PROTECT EXISTING ELECTRIC EQUIPMENT SECTION LINE EXISTING SIDEWALK TO REMAIN 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 REMOVE SECTION OF EXISTING SIDEWALK FOR UTILITY INSTALLATION ABANDON EXISTING SANITARY SERVICE STUB FOR LOT 5 PER CITY STANDARDS FLOODPLAIN BFE 100-YEAR FLOOD ELEVATION - 4904 (NAVD 88) REMOVE & REPLACE EXISTING ASPHALT REMOVE EXISTING SIDEWALK REMOVE EXISTING CURB & GUTTER REMOVE EXISTING CURB & GUTTER REMOVE & REPLACE EXISTING ASPHALT REMOVE EXISTING SIDEWALK SAWCUT EXISTING PAVEMENT SAWCUT EXISTING PAVEMENT FLOODPLAIN BFE 100-YEAR FLOOD E L E V A T I O N - 4,900.0 (NAVD 88) FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901.0 (NAVD 88) FLOODPLAIN C R O S S - S E C T I O N # 208567 100-YR FLOOD E L E V . 4 , 9 0 0 . 0 ( N A V D 8 8 ) REMOVE EXISTING TREE (TYP.) (SEE NOTE 5) PROTECT EXISTING TREES (TYP.) (SEE NOTE 6) PROTECT EXISTING TREE (TYP.) (SEE NOTE 6) PROTECT EXISTING TREE (TYP.) (SEE NOTE 6) REMOVE AND RESET EXISTING FENCE AT BACK OF WALK REMOVE EXISTING TREE (TYP.) (SEE NOTE 5) REMOVE WATERLINE FOR LOWERING SAWCUT EXISTING PAVEMENT FOR WATERLINE RESTRAINT LEGEND LOT LINE / PROPERTY BOUNDARY RIGHT OF WAY EASEMENT CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE REMOVE EXISTING CURB SAWCUT LINE REMOVE EXISTING UTILITY LINE REMOVE EXISTING TREE NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 5.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES AND OTHER PLANTINGS SHOWN ON THIS DEMOLITION PLAN WITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY A BUSINESS HOLDING A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE REMOVED. 6.REFER TO SHEET C0.01 FOR CITY OF FORT COLLINS TREE PROTECTION NOTES. REFER TO LANDSCAPE PLANS FOR THE TREE MITIGATION TABLE AND TREE PROTECTION DETAILS. 7.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 8.CONTRACTOR SHALL LOCATE (HORIZONTAL AND VERTICAL) EXISTING UTILITIES ALONG SHARP POINT DRIVE PRIOR TO CONSTRUCTION. 1.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100-YEAR AND 500-YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 2.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. BUILDING OF STRUCTURES, EV CHARGING STATIONS, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITY WORK, FLOOD CONTROL CHANNELS, SIDEWALK OR CURB & GUTTER INSTALLATION / REPLACEMENT, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 3.AN APPROVED FEMA ELEVATION CERTIFICATE COMPLETED BY A LICENSED SURVEYOR OR CIVIL ENGINEER AND A FLOODPROOFING CERTIFICATE SHOWING THAT THE BUILDING IS CONSTRUCTED/FLOODPROOFED TO THE REQUIRED ELEVATION IS REQUIRED POST-CONSTRUCTION PRIOR TO A CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. PLEASE NOTE: IF ANY PART OF THE BUILDING IS WITHIN THE FLOODPLAIN BOUNDARY, THEN THE ENTIRE STRUCTURE IS CONSIDERED IN THE FLOODPLAIN AND THE ENTIRE BUILDING ENVELOPE MUST MEET THE REQUIREMENTS OF ELEVATING OR FLOODPROOFING TO THE RFPE. 4.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN. ALL FLOATABLE MATERIALS, MUST BE STORED INSIDE A BUILDING, BE ANCHORED PER AN APPROVED ENGINEERED DESIGN, OR BE LOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN. NO OVERNIGHT PARKING OF VEHICLES IS ALLOWED. 5.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN. AT-RISK POPULATION FACILITIES INCLUDE AFTER SCHOOL PROGRAMS/DAY CAMPS FOR K-12, ETC). 6.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN COLORADO. FLOODPLAIN NOTES REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE 0 30'60' SCALE: 1" = 30' 15' NO R T H 5/ 1 6 / 2 0 2 4 1: 1 9 : 1 7 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 1 . 0 0 - E X I S T I N G C O N D I T I O N S & R E M O V A L S P L A N . D W G C1 . 0 0 - E X I S T I N G C O N D I T I O N S & R E M O V A L S P L A N -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C1.00 EXISTING CONDITIONS & REMOVALS PLAN E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING PROPOSED BUILDING 5' SIDEWALK PROPERTY CORNER N:1450148.56 E:3130937.10 TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. TRACT "A" PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. PROPERTY BOUNDARY (TYP.) 54' R.O.W. 18" SPILL C&G 26' 18" SPILL C&G 5' SIDEWALK 6.5' SIDEWALK 5' SIDEWALK 6" CURB PROPERTY CORNER N:1450102.13 E:3131430.63 PROPERTY CORNER N:1450087.23 E:3131444.23 PROPERTY CORNER N:1449890.85 E:3131444.75 PROPERTY CORNER N:1449939.30 E:3130929.85 BUILDING OVERHANG 8' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 25' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 50' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 ACCESS EASEMENT REC. NO. 20150005330 20.52'26' 26' 51' 15.5' 5' SIDEWALK EDGE OF PAVEMENT TOP OF BANK EDGE OF POND 4' SIDEWALK PROPOSED 25' EMERGENCY ACCESS EASEMENT FLOODPLAIN CRO S S S E C T I O N " B I " 2.5' CURB & GUTTER 2.5' CURB & GUTTER 11' SIDEWALK EDGE OF PAVEMENT FLOODPLAIN BFE PROPOSED 3.5' ADDITIONAL UTILITY EASEMENT PROPOSED 10' DRAINAGE EASEMENT POUDRE RIVER 100-YR FLOODWAY POUDRE RIVER 500-YR FLOODPLAIN FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) POUDRE RIVER 100-YR FLOODPLAIN 100' ROW PROPOSED 26' EMERGENCY ACCESS EASEMENT C1 C2 C3 C4 C5 C6C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L1 1 L12 L1 3 L1 4 L1 5 L1 6 L17 L1 8 L1 9 L20 PROPOSED 24' EMERGENCY ACCESS EASEMENT 25' CURB CUT DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE NORTH BIORETENTION POND SOUTH BIORETENTION POND 2.5' CURB & GUTTERPROPOSED WALK MATCH EXISTING SIDEWALK WIDTH EDGE OF PAVEMENT TRANSFORMER PAD DRAINAGE SWALE W/ LANDSCAPE COBBLE 5' SIDEWALK WITH (6) 6" RISERS 18" CATCH C&G W/ MULTIPLE CURB CUTS PROPOSED LIGHTING (TYP.)FUTURE EV CHARGER (TYP.) BLDG. GRID INT. (SEE NOTE 2) N:1449931.84 E:3131213.27 BLDG. GRID INT. (SEE NOTE 2) N:1450055.22 E:3131418.61 SIDEWALK CHASE 12" SIDEWALK CHASE N 1 10 A 18" CATCH C&G 18" CATCH C&G 18" CATCH C&G 18" FLUSH C&G 18" FLUSH C&G TRANSITION FROM FULL HEIGHT C&G AT PARKING TO FLUSH C&G AT BACK OF WALK TRANSITION FROM FULL HEIGHT C&G TO FLUSH C&G TC TC TC TC PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT S0 1 ° 5 9 ' 0 8 " W 2 0 9 . 3 9 ' S84° 37' 31"E 51 7 . 1 8 ' N0 0 ° 0 9 ' 1 2 " W 1 9 6 . 3 8 ' L=22.12' R=15.00' ∆=84.49° N84° 37' 31"W 49 5 . 7 1 ' PROPOSED 8' UTILITY EASEMENT PROPOSED 8' UTILITY EASEMENT FOREBAY STRUCTURE (SEE SHEET C6.06) PROPOSED LIGHTING (TYP.) LANDSCAPE COBBLE PER LANDSCAPE PLANS LANDSCAPE COBBLE PER LANDSCAPE PLANS LANDSCAPE COBBLE PER LANDSCAPE PLANS LANDSCAPE COBBLE PER LANDSCAPE PLANS Line Table LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 LENGTH 39.32' 6.40' 9.52' 0.76' 14.00' 87.00' 14.00' 59.09' 101.00' 14.00' BEARING S04°23'44.12"W S66°23'15.57"W N50°22'29.50"E S84°37'30.50"E S05°22'29.50"W S84°37'30.50"E N05°22'29.50"E S84°37'30.50"E N05°22'29.43"E N84°37'30.50"W Line Table LINE L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 LENGTH 14.00' 99.00' 13.97' 38.01' 14.00' 14.00' 81.00' 14.00' 14.00' 81.00' BEARING N05°22'29.50"E N84°37'30.50"W S05°22'29.50"W N04°23'44.12"E N05°22'29.50"E N05°22'29.50"E S84°37'30.50"E S05°22'29.50"W S05°22'29.50"W N84°37'30.50"W Curve Table CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 DELTA 83°17'31" 61°42'19" 41°48'36" 42°05'49" 90°52'59" 45°00'00" 90°00'00" 90°00'00" 90°00'00" 93°05'08" RADIUS 25.00' 25.00' 50.00' 10.00' 58.00' 3.00' 3.00' 3.00' 3.00' 3.00' LENGTH 36.34' 26.92' 36.49' 7.35' 92.00' 2.36' 4.71' 4.71' 4.71' 4.87' BEARING S37°15'02"E S35°14'53"W S45°11'45"W S45°20'21"W S32°32'00"E N72°52'29"E S39°37'31"E N50°22'29"E N39°37'31"W S51°55'03"W CHORD 33.23' 25.64' 35.68' 7.18' 82.65' 2.30' 4.24' 4.24' 4.24' 4.36' Curve Table CURVE C11 C12 C13 C14 C15 C16 C17 C18 DELTA 85°56'07" 97°00'51" 90°03'02" 179°49'27" 90°20'07" 90°00'00" 180°00'00" 90°00'00" RADIUS 25.00' 10.00' 3.00' 25.00' 3.00' 3.00' 25.00' 3.00' LENGTH 37.50' 16.93' 4.72' 78.46' 4.73' 4.71' 78.54' 4.71' BEARING N38°34'19"W N52°53'44"E N39°39'01"W S05°23'31"W N50°32'33"E S39°37'31"E N05°22'29"E S50°22'29"W CHORD 34.08' 14.98' 4.24' 50.00' 4.26' 4.24' 50.00' 4.24' 5/ 1 6 / 2 0 2 4 1: 1 9 : 2 7 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 2 . 0 0 - H O R I Z O N T A L C O N T R O L P L A N . D W G C2 . 0 0 - H O R I Z O N T A L C O N T R O L P L A N -- - - -- - - LEGEND PROPOSED BUILDING CATCH CURB & GUTTER SIDEWALK / TRAIL PROPERTY LINE RIGHT OF WAY SECTION LINE GENERAL NOTES 1.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 2.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND IS SHOWN FOR INFORMATION ONLY. REFER TO THE ARCHITECTURAL PLANS FOR COMPLETE GRID LINE INFORMATION. 3.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE PLANS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS SEAT WALLS, FURNITURE, PLAZA LAYOUT, SEEDING/SOD, LANDSCAPE ROCK AND MULCH, ETC. 4.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 6.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED. 7.ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOT DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHT DUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 8.FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE UNLESS OTHERWISE NOTED. SEE PAVEMENT SECTION DETAILS. 9.ANY EXISTING SIGNAGE OR STRIPING WITHIN PUBLIC RIGHT-OF-WAY DISTURBED DUE TO CONSTRUCTION SHALL BE REPLACED PER CITY STANDARDS. CONTRACTOR SHALL CONTACT THE CITY'S SIGNS AND PAVEMENT MANAGER IN TRAFFIC OPERATIONS AT (970) 221-6630 PRIOR TO CONSTRUCTION FOR COORDINATION. UTILITY EASEMENT ACCESS EASEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT PERMEABLE PAVERS 1.THE FIRST FLOOR OF THE PROPOSED COMMERCIAL BUILDING IS BEING ELEVATED A MINIMUM OF 24-INCHES ABOVE THE BASE FLOOD ELEVATION OR FLOOD PROOFED. REFER TO ARCHITECTURAL PLANS FOR FLOOD PROOFING DETAILS AND SPECIFICATIONS. ALL FLOOD PROOFING MEASURES SHALL ADHERE TO SECTION 10-38 OF CITY CODE AND THE REQUIREMENTS SET FORTH WITHIN THE CITY'S "FLOODPROOFING GUIDELINES". A FLOOD PROOFING CERTIFICATE WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL DATUM NAVD 88. 3.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100-YEAR AND 500-YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 4.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. BUILDING OF STRUCTURES, EV CHARGING STATIONS, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITY WORK, FLOOD CONTROL CHANNELS, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 5.AN APPROVED FEMA ELEVATION CERTIFICATE COMPLETED BY A LICENSED SURVEYOR OR CIVIL ENGINEER AND A FLOODPROOFING CERTIFICATE SHOWING THAT THE BUILDING IS CONSTRUCTED/FLOODPROOFED TO THE REQUIRED ELEVATION IS REQUIRED POST-CONSTRUCTION PRIOR TO A CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. PLEASE NOTE: IF ANY PART OF THE BUILDING IS WITHIN THE FLOODPLAIN BOUNDARY, THEN THE ENTIRE STRUCTURE IS CONSIDERED IN THE FLOODPLAIN AND THE ENTIRE BUILDING ENVELOPE MUST MEET THE REQUIREMENTS OF ELEVATING OR FLOODPROOFING TO THE RFPE. 6.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN. ALL FLOATABLE MATERIALS, MUST BE STORED INSIDE A BUILDING, BE ANCHORED PER AN APPROVED ENGINEERED DESIGN, OR BE LOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN. NO OVERNIGHT PARKING OF VEHICLES IS ALLOWED. 7.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN. AT-RISK POPULATION FACILITIES INCLUDE AFTER SCHOOL PROGRAMS/DAY CAMPS FOR K-12, ETC). 8.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN COLORADO. FLOODPLAIN NOTES SPILL CURB & GUTTER TRANSITION FROM CATCH TO SPILL CURB & GUTTERTC A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C2.00 HORIZONTAL CONTROL PLAN 0 30'60' SCALE: 1" = 30' 15' NO R T H 'FIRE LANE' SIGNAGE 'FIRE LANE' SIGNAGE ADA 'RESERVED PARKING' SIGN EDGE OF PAVEMENT CONCRETE PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT 8 11 9 17' (TYP.) 80 LF OF 4" SOLID WHITE STRIPING DIAGONAL WHITE STRIPING 2' O.C. (TYP.) 9' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 9' (TYP.) 9' (TYP.) SITE LIGHTING (TYP.) 9 9 CONCRETE WALK TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) ADA PARKING STALL W/ SIGNAGE AND PARKING BLOCK DRAINAGE SWALE W/ LANDSCAPE COBBLE EV CHARGER STALLS W/ SIGNAGE (SEE DETAILS) FUTURE EV CHARGER (TYP.) 4" SOLID WHITE STRIPING (TYP.) 4" SOLID WHITE STRIPING (TYP.) 4" SOLID WHITE STRIPING (TYP.) 4" SOLID WHITE STRIPING (TYP.) DIAGONAL WHITE STRIPING 2' O.C. (TYP.) ADA PARKING STALL W/ SIGNAGE AND PARKING BLOCK 4" SOLID WHITE STRIPING (TYP.) SITE LIGHTING (TYP.) EXISTING PARKING AND STRIPING 'FIRE LANE' SIGNAGE 'FIRE LANE' SIGNAGE 'FIRE LANE' SIGNAGE ELECTRIC VEHICLE PARKING SIGN (SEE DETAILS) 12" CURB CUT 12" CURB CUT 12" CURB CUT 12" CURB CUT 12" CURB CUT 12" CURB CUT 18" SPILL C&G 18" SPILL C&G 18" CATCH C&G 18" CATCH C&G 18" CATCH C&G 18" FLUSH C&G 18" FLUSH C&G TRANSITION FROM FULL HEIGHT C&G AT PARKING TO FLUSH C&G AT BACK OF WALK TRANSITION FROM FULL HEIGHT C&G TO FLUSH C&G TC TC TRANSITION FROM SPILL TO CATCH C&G IN 5 FEET TC TC TRANSITION FROM SPILL TO CATCH C&G IN 5 FEET TRANSITION FROM SPILL TO CATCH C&G IN 5 FEET 26' EMERGENCY ACCESS EASEMENT 25' EMERGENCY ACCESS EASEMENT 8' UTILITY EASEMENT 8' UTILITY EASEMENT 0 10'20' SCALE: 1" = 10' 5' NO R T H 5/ 1 6 / 2 0 2 4 1: 1 9 : 3 7 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 2 . 0 1 - P A V E M E N T S I G N I N G A N D S T R I P I N G P L A N . D W G C2 . 0 1 - P A V E M E N T S I G N I N G A N D S T R I P I N G P L A N -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : PAVEMENT, SIGNING, AND STRIPING PLAN C2.10 INFLOW CURB & GUTTER OUTFLOW CURB & GUTTER SIGN PARKING STALL STRIPING HANDICAP PARKING STALL ASPHALT PAVEMENT CONCRETE PAVEMENT LIGHT POLE HEAVY DUTY ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT 1.ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, TURN ARROWS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 3.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 4.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 5.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 6.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. SIGNING & STRIPING NOTES LEGEND HEAVY DUTY CONCRETE PAVEMENT TRANSITION FROM CATCH TO SPILL CURB & GUTTERTC E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING PROPOSED BUILDING LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. EXISTING 50' PEDESTRIAN & ACCESS EASEMENT EXISTING 15' UTILITY EASEMENT EXISTING ELECTRIC (CITY OF FORT COLLINS ) EXISTING ELECTRIC (CITY OF FORT COLLINS ) EXISTING GAS (XCEL) EXISTING 42" SANITARY (CITY OF FORT COLLINS) EXISTING 15' UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT EXISTING 8" WATER EXISTING ELECTRIC (CITY OF FORT COLLINS ) SMH 29 4900.83=RIM 4894.16=8" PVC INV. (SE) 4894.15=4" PVC INV. (NE) 4889.55=42" RCP INV. (S) 4889.11=42" RCP INV. (N) SMH 30 4903.89=RIM 4893.43=8" PVC INV. (E) 4893.24=42" PVC INV. (S) 4893.23=8" PVC INV. (N) EX MH RIM: 4900.22 (COULD NOT OPEN) EXISTING 25' PEDESTRIAN & ACCESS EASEMENT EXISTING 8' UTILITY EASEMENT ACCESS EASEMENT (WIDTH VARIES) PROPOSED 1-1/2" WATER SERVICE UPSIZE TO 2" 5' DOWNSTREAM OF THE METER PROPOSED 6" FIRE SERVICE FULLY RESTRAINED FROM TEE TO BUILDING PROPOSED TRANSFORMER FIRE RISER ROOM EXISTING CTV LINE (COMCAST) OUTFALL RIPRAP STORM OUTFALL CURB INLET STORM LINE A (SEE SHEET C3.10) EXISTING HYDRANT EXISTING HYDRANT EXISTING HYDRANT EXISTING STREET LIGHT (TYP.) EXISTING STREET LIGHT EXISTING STREET LIGHT EXISTING STREET LIGHT EXISTING STREET LIGHT PROPOSED LIGHTING (TYP.) EXISTING ELECTRICAL EQUIPMENT TO REMAIN EXISTING ELECTRICAL EQUIPMENT TO REMAIN TOP OF BANK EDGE OF POND 3/4" IRRIGATION WET TAP AND SERVICE LINE TO METER FIRE DEPARTMENT CONNECTION EV CHARGER (TYP.) FLOODPLAIN BFE 100-YEAR FLOOD E L E V A T I O N - 4,900.0 (NAVD 88) FLOODPLAIN BFE 100-YEAR FLOOD ELEVATION - 4904 (NAVD 88) FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) FLOODPLAIN C R O S S - S E C T I O N # 208567 PROPOSED GAS SERVICE (SEE NOTES 14 AND 17) ELECTRICAL EQUIPMENT AND METER CURB INLET PROPOSED 3.5' ADDITIONAL UTILITY EASEMENT PROPOSED 10' DRAINAGE EASEMENT POUDRE RIVER 100-YR FLOODWAY 100-YR FLOOD E L E V . 4 , 9 0 0 . 0 ( N A V D 8 8 ) POUDRE RIVER 100-YR FLOODPLAIN POUDRE RIVER 500-YR FLOODPLAIN TRASH ENCLOSURE STORM LINE B2 (SEE SHEET C3.11) STORM LINE B (SEE SHEET C3.10) NORTH BIORETENTION POND SOUTH BIORETENTION POND FUTURE EV CHARGER (TYP.) FUTURE EV CHARGER (TYP.) SANITARY SERVICE BUILDING CONNECTION INV.=4900.50 178.1 LF 4" PVC @ 2.00% 4'' 45° BEND INV.=4896.94 43.9 LF 4" PVC @ 2.00% 74.4 LF 4" PVC @ 2.00% CONNECT TO EXISTING 42'' SEWER INV.=4890.36 (42" MAIN) INV.=4892.99 (4" SERVICE) 3.7 LF 4" PVC @ 42.26% 4'' 45° VERTICAL BEND INV.=4894.57 BIORETENTION UNDERDRAIN SYSTEM BIORETENTION UNDERDRAIN SYSTEM PERIMETER DRAIN STUB (SEE PLUMBING PLANS FOR PERIMETER DRAIN CONTINUATION) WATERLINE LOWERING ALIGNMENT (SEE THIS SHEET AND SHEET C6.03 FOR DETAIL) 12" GATE VALVE 12" GATE VALVE INSULATE PORTION OF SANITARY SERVICE W/ LESS THAN 4' OF COVER (SEE NOTE 11 AND DETAIL ON SHEET C6.02) EXISTING PRIMARY LINE FOR LOT 6 TO REMAIN PROPOSED PRIMARY LINE FOR LOT 5 (SEE NOTES 14 AND 15) PORTION OF PRIMARY TO BE BORED UNDER EXISTING TREES (SEE NOTE 15) STORM LINE C (SEE SHEET C3.11) CLEAN OUT ON SANITARY SERVICE FOREBAY (SEE SHEET C6.06 FOR DETAIL) 8' UTILITY EASEMENT PROPOSED 8' UTILITY EASEMENT 1-1/2" DOMESTIC SERVICE TAP W/ 39 LF 1-1/2" COPPER DOMESTIC SERVICE LINE TO METER N:1450031.45 E:3131462.10 CONNECT TO EXISTING 8" WATER 12" X 6" WET-TAP 6" GATE VALVE (W) N:1450036.45 E:3131462.10 1-1/2" WATER METER N:1450031.45 E:3131431.80 STORM LINE D (SEE SHEET C3.11) 6" 45° BEND N:1450052.39 E:3131420.58 6" 45° BEND N:1450036.45 E:3131436.53 EXISTING WATER CROSSING TOP OF SANITARY SERVICE ELEV. = 4895.23 APPROX BOTTOM OF WATER ELEV. = 4896.7± MAINTAIN MINIMUM 18" OF SEPARATION 48"Ø MH W/ SUMP PUMP FOR BUILDING PERIMETER DRAIN (SEE NOTES 18-19) RIM = 4902.0± INV. IN = 4895.5± INV. OUT = 4899.00 SUMP ELEV. = 4893.00 PIPE END AND HEADWALL INV. = 4898.50 PROPOSED LIGHTING (TYP.) 9+ 7 5 10 + 0 0 11 + 0 0 5 LF OF 3/4" IRRIGATION SERVICE LINE STUB DOWNSTREAM OF METER (SEE IRRIGATION PLANS FOR CONTINUATION OF IRRIGATION LINES) STA: 11+00.00 N: 1449981.58 E: 3131463.76 END ALIGNMENT STA: 9+75.00 N: 1449856.65 E: 3131461.88 BEGIN ALIGNMENT 3/4" IRRIGATION METER N:1449953.59 (CENTER) E:3130952.22 (CENTER) 4'' 45° BEND INV.=4896.06 WATER LOWERING PROFILE (SEE NOTE 20) 4885 4890 4895 4900 4885 4890 4895 4900 9+75 10+00 10+50 11+00 1' 40' ST A = 1 0 + 1 9 . 0 0 TO P = 4 8 9 4 . 9 ± 12 " G A T E V A L V E ST A = 1 0 + 2 4 . 1 3 TO P = 4 8 9 4 . 9 ± 12 " 4 5 ° V E R T I C A L B E N D ST A = 1 0 + 4 7 . 4 1 TO P = 4 8 9 4 . 9 ± 12 " G A T E V A L V E ST A = 1 0 + 4 2 . 2 8 TO P = 4 8 9 4 . 9 ± 12 " 4 5 ° V E R T I C A L B E N D ST A = 1 0 + 2 6 . 9 6 TO P = 4 8 9 2 . 0 ± 12 " 4 5 ° V E R T I C A L B E N D ST A = 1 0 + 3 9 . 4 6 TO P = 4 8 9 2 . 0 ± 12 " 4 5 ° V E R T I C A L B E N D ST A = 1 0 + 3 3 . 2 1 IN V . = 4 8 9 3 . 3 ± PR O P . S T O R M EXISTING GROUND 40' PLACE JOINT RESTRAINT ON EXISTING 12" MAIN ON EITHER SIDE OF LOWERING LRMIN = 40' BEYOND NEW VALVES PLACE JOINT RESTRAINT THROUGH LOWERING CONNECT TO EXISTING MAIN WITH 12" VALVES 0 30'60' SCALE: 1" = 30' 15' NO R T H 5/ 1 6 / 2 0 2 4 1: 1 9 : 4 9 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 3 . 0 0 - U T I L I T Y P L A N . D W G C3 . 0 0 - U T I L I T Y P L A N -- - - -- - - LEGEND 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 4.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 5.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 6.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER CITY STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 7.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 9.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 10.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 11.INSULATION BOARD SHALL BE USED WHERE SANITARY SEWER SERVICE OR MAIN COVER IS LESS THAN 4-FEET. CONTRACTOR IS TO VERIFY COVER OVER INSTALLED SEWER. 12.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES UP TO 1-1/2" SHALL BE TYPE K COPPER. 13.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 14.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 15.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMERS AND PRIMARY LINES FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMERS, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 16.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND LOCATION OF SECONDARY LINE WITH APPROVED ARCHITECTURAL PLANS. 17.GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE MAIN AND SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 18.CONTRACTOR SHALL REFER TO MECHANICAL PLANS FOR ALL INTERNAL PUMP EQUIPMENT AND PERIMETER DRAIN PIPING. 19.CONTRACTOR SHALL CONNECT TO AND EXTEND THE DISCHARGE PIPING FROM THE PUMP DISCHARGE USING THE SAME SIZE AND PIPE MATERIALS SHOWN ON THE MECHANICAL PLANS FROM THE MANHOLE TO THE HEADWALL LOCATION. 20.EXISTING 12" WATER MAIN PIPE ELEVATIONS IN SHARP POINT ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR DURING CONSTRUCTION. BASED ON LOCATE AND POTHOLE INFORMATION, IT IS BELIEVED THE EXISTING THE MAIN IS BETWEEN 5.5'-7.5' IN DEPTH NEAR THE LOWERING; HOWEVER THE ACTUAL PIPE WAS NOT FOUND DURING THE POTHOLE INVESTIGATION. CABLE TV LINE ELECTRIC LINE FIBER OPTIC LINE GAS LINE SANITARY SERVICE FLARED END SECTION STORM INLET STORM MANHOLE STORM PIPE RIP RAP TELEPHONE LINE RESTRAINED FIRELINE WATER SERVICE WATER METER DRY UTILITY CONDUIT GATE VALVE FIBER, GAS, ELEC., TELE PEDESTAL NOTES A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : UTILITY PLAN C3.00 SH A R P P O I N T D R . PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 5 PROSPECT PARK EAST P.U.D. GRASS SWALE EXISTING LAKE/POND 11+75 9+ 7 5 10 + 0 0 11+00 INLET A3 STA 11+48.51 N: 1449914.75 E: 3131424.21 FES A1 STA 10+00.00 N: 1449878.73 E: 3131562.01 66.7 LF 30"X19" STORM EDGE OF POND TOP OF BANK 8' UTILITY EASEMENT 25' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 COMCAST TELE EXISTING 8" SANITARY SEWER EXISTING 12" WATER STA: 9+75.00 N: 1449865.14 E: 3131582.99 BEGIN ALIGNMENT FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) 81.8 LF 19"x30" STORM STMH A2 (60'' FLAT TOP MH) STA 10+66.69 N: 1449914.97 E: 3131506.03 10' DRAINAGE & TEMPORARY CONSTRUCTION EASEMENT POUDRE RIVER 100-YR FLOODWAY STA: 11+75.00 N: 1449914.68 E: 3131397.72 END ALIGNMENT XCEL GAS 15.3 LF 6" STORM (SOLID WALL) PERIMETER DRAIN STUB INV.=4895.00 103.0 LF 4" PERFORATED PVC @ 0.50% CLEANOUT INV. OUT=4893.91 (E) FG=4896.33 NYLOPLAST 10'' DRAIN BASIN W/ SLOTTED GRATE INV. =4896.37 (S) FG=4898.40 NYLOPLAST 10'' DRAIN BASIN W/ SLOTTED GRATE INV. =4896.04 (N) FG=4897.67 FOREBAY (SEE SHEET C6.06 FOR DETAIL) INV. =4896.00 (E) 3.5 LF 8" HDPE @ 1.00% 33.0 LF 8" HDPE @ 1.00% STORM LINE A STA: 9+75.00 - STA: 11+75.00 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+7510+0010+5011+0011+5011+75 66.7 LF 19"x30" HERCP @ 0.25% PROPOSED GRADE EXISTING GROUND FE S A 1 ( S E E N O T E 1 3 ) ST A : 1 0 + 0 0 . 0 0 IN V . 4 8 9 3 . 0 3 ST A : 1 1 + 1 1 . 9 0 T. O . P . = 4 8 9 4 . 9 ± EX . 1 2 " W A T E R ST M H A 2 ( 6 0 ' ' F L A T T O P M H ) ST A : 1 0 + 6 6 . 6 9 RI M 4 8 9 6 . 6 ± IN V . I N 4 8 9 3 . 1 9 ( W ) IN V . O U T 4 8 9 3 . 1 9 ( S E ) 81.8 LF 30"X19" HERCP @ 0.25% ST A : 1 1 + 2 0 . 6 6 T. O . P . = 4 8 9 8 . 9 ± EX . 2 " F I B E R ST A : 1 1 + 2 2 . 2 9 T. O . P . = 4 8 9 6 . 9 ± EX . 6 " E L E C T R I C ST A : 1 1 + 3 1 . 5 5 T. O . P . = 4 8 9 6 . 1 ± EX . 2 " C A T V ST A : 1 1 + 3 3 . 5 4 T. O . P . = 4 8 9 6 . 3 ± EX . 2 " G A S 1' ST A : 1 1 + 1 1 . 9 0 T. O . P . = 4 8 9 2 . 0 3 (S E E S H E E T C 3 . 0 0 & C 6 . 0 3 ) WA T E R L I N E L O W E R I N G 100-YR HGL 6'x6' TYPE L RIPRAP PAD ST A : 1 1 + 4 3 . 6 9 IN V . = 4 8 9 6 . 0 9 ST O R M C R O S S I N G 0.85' IN L E T A 3 ST A : 1 1 + 4 8 . 5 1 GR A T E 4 8 9 7 . 0 ± IN V . I N 4 8 9 4 . 6 9 ( N ) IN V . I N 4 8 9 3 . 4 0 ( W ) IN V . O U T 4 8 9 3 . 4 0 ( E ) STORM LINE B PROFILE STA: 9+75 - STA: 11+00 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+7510+0010+5011+00 IN L E T B 3 ST A : 1 0 + 7 0 . 8 4 IN V . O U T 4 8 9 7 . 5 6 ( E ) 58.1 LF 12" RCP @ 0.35% IN L E T B 2 ST A : 1 0 + 1 2 . 7 8 IN V . I N 4 8 9 7 . 3 6 ( W ) IN V . I N 4 8 9 7 . 3 6 ( N ) IN V . O U T 4 8 9 7 . 3 6 ( S E ) 12.8 LF 18" HDPE @ 0.25% FE S B 1 ( S E E N O T E 1 3 ) ST A : 1 0 + 0 0 . 0 0 IN V . 4 8 9 7 . 3 3 EXISTING GROUND PROPOSED GRADE 100-YR HGL 5'x5' TYPE L RIPRAP PAD GRASS SWALE 2' CURB CUT PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 5 PROSPECT PARK EAST P.U.D. 9+ 7 5 10 + 0 0 11+00 STA: 11+00.00 N: 1449940.57 E: 3131058.27 END ALIGNMENT STA: 9+75.00 N: 1449915.89 E: 3131178.34 BEGIN ALIGNMENT INLET B3 STA 10+70.84 N: 1449938.41 E: 3131087.35 INLET B2 STA 10+12.78 N: 1449934.15 E: 3131145.26 FES B1 STA 10+00.00 N: 1449927.96 E: 3131156.45 12.8 LF 18" STORM 58.1 LF 12" STORM STORM LINE B2 (SEE SHEET C3.11) TBC EL = 4900.05 N = 1449937.40 E = 3131143.85 TBC EL = 4899.82 N = 1449931.08 E = 3131143.36 TBC EL = 4900.44 N = 1449940.33 E = 3131084.37 TBC EL = 4900.41 N = 1449939.74 E = 3131090.68 STORM LINE C (SEE SHEET C3.11) 0 30'60' SCALE: 1" = 30' 15' NO R T H 5/ 1 6 / 2 0 2 4 1: 2 0 : 0 5 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 3 . 1 0 - S T O R M S E W E R P & P . D W G C3 . 1 0 - S T O R M S E W E R P & P -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : ELECTRIC LINE GAS LINE SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE RIP RAP WATER SERVICE WATER METER DS LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 4.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORK PERMIT FROM THE TOWN OF WINDSOR SHALL BE OBTAINED FOR CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. 6.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 7.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 8.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STORM DRAINAGE CRITERIA. 9.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING. 10.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES AND INCLUDE LAY LENGTH OF FLARED END SECTIONS UNLESS OTHERWISE NOTED. 11.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM SEWER MAINS OR ROOF DRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE. 12.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDING ROOF LEADERS OF DISSIMILAR SIZES AND/OR MATERIALS SHALL BE MADE USING APPROPRIATE REDUCERS AND/OR COUPLINGS. PROVIDE CLEANOUTS AT ALL CONNECTIONS TO ROOF DRAIN LATERALS. 13.ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR SHALL BE PLACED AROUND THE JOINT. 14.STORM SEWER SHOWN ON THESE PLANS TO BE OWNED AND MAINTAINED PRIVATELY PER STANDARD OPERATING PROCEDURES. C3.10 STORM SEWER PLAN & PROFILE INLET SCHEDULE INLET ID.INLET TYPE GRATE TYPE INLET A3 TYPE D STANDARD INLET B2 5' TYPE R STANDARD INLET B3 5' TYPE R STANDARD E. P R O S P E C T R O A D EX I S T I N G B U I L D I N G LOT 6 PROSPECT PARK EAST P.U.D. STORM SEWER (SEE SHEET C3.10) 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 50' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 CITY OF FORT COLLINS ELECTRIC CITY OF FORT COLLINS FIBER XCEL GAS 9+75 10+00 11 + 0 0 12 + 0 0 1 3 + 0 0 PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 5 PROSPECT PARK EAST P.U.D. STA: 9+75.00 N: 1449909.37 E: 3131141.98 BEGIN ALIGNMENT STA: 12+75.00 N: 1450070.82 E: 3131320.26 END ALIGNMENT FES B2.3 STA 12+67.78 N: 1450068.22 E: 3131313.53 13.7 LF 12" STORM 22.5° BEND STA 12+54.09 N: 1450063.28 E: 3131300.76 117.2 LF 12" STORM INLET B2.2 STA 11+36.86 N: 1450063.80 E: 3131183.53 67.9 LF 12" STORM INLET B2.1 STA 10+68.96 N: 1450002.51 E: 3131154.30 69.0 LF 18" STORM INLET B2 STA 10+00.00 N: 1449934.15 E: 3131145.26 18.6 LF 4" PVC @ 0.50% 9.8 LF 4" PVC @ 0.50% CLEANOUT INV. OUT=4898.14 (S) FG=4901.18 CLEANOUT INV. =4898.27 FG=4901.43 35.0 LF 4" PERFORATED PVC @ 0.50% 4'' TEE INV. =4898.09 INV. =4898.09 FG=4900.65 STORM LINE C (SEE THIS SHEET) STORM LINE B2 PROFILE STA: 9+75 - STA: 12+75 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+7510+0010+5011+0011+5012+0012+5012+75 13.7 LF 12" HDPE @ 1.39% 117.2 LF 12 " H D P E @ 1 . 3 9 % 67.9 LF 12" HDPE @ 0.25% 69.0 LF 18" HDPE @ 0.25% 22 . 5 ° B E N D ST A : 1 2 + 5 4 . 0 9 IN V . I N 4 8 9 9 . 3 3 ( E ) IN V . O U T 4 8 9 9 . 3 3 ( W ) IN L E T B 2 . 1 ST A : 1 0 + 6 8 . 9 6 RI M 4 9 0 0 . 6 ± IN V . I N 4 8 9 7 . 5 3 ( N E ) IN V . O U T 4 8 9 7 . 5 3 ( S ) FE S B 2 . 3 ( S E E N O T E 1 3 ) ST A : 1 2 + 6 7 . 7 8 IN V . 4 8 9 9 . 5 2 IN L E T B 2 . 2 ST A : 1 1 + 3 6 . 8 6 RI M 4 9 0 1 . 2 ± IN V . I N 4 8 9 7 . 7 0 ( E ) IN V . I N 4 8 9 8 . 0 0 ( N E ) IN V . O U T 4 8 9 7 . 7 0 ( S W ) IN L E T B 2 ST A : 1 0 + 0 0 . 0 0 IN V . I N 4 8 9 7 . 3 6 ( W ) IN V . I N 4 8 9 7 . 3 6 ( N ) IN V . O U T 4 8 9 7 . 3 6 ( S E ) EXISTING GROUND PROPOSED GRADE 1.04' ST A : 1 1 + 1 8 . 8 2 IN V . = 4 8 9 9 . 7 5 SA N I T A R Y C R O S S I N G 100-YR HGL CONCRETE ENCASE STORM LINE 10' EITHER SIDE OF CROSSING E. PROSPECT R O A D GRASS SWALE 2' CURB CUT 9+75 10+00 10+50 STA: 10+50.00 N: 1450093.93 E: 3131110.63 END ALIGNMENT STA: 9+75.00 N: 1450085.49 E: 3131185.15 START ALIGNMENT 25.6 LF 8" STORM HEADWALL (SEE DETAILS) STA 10+25.64 N: 1450091.19 E: 3131134.84 HEADWALL (SEE DETAILS) STA 10+00.00 N: 1450088.30 E: 3131160.31 PR O P O S E D B U I L D I N G FF E = 4 9 0 3 . 5 0 ( N O R T H ) FF E = 4 8 9 9 . 0 0 ( G Y M / S O U T H ) LO T 5 P R O S P E C T P A R K EA S T P . U . D . STORM LINE B2 (SEE THIS SHEET) STORM LINE C PROFILE STA: 9+75 - STA: 10+50 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+7510+0010+50 25.6 LF 8" HDPE @ 0.70% HE A D W A L L ST A : 1 0 + 0 0 . 0 0 IN V . 4 9 0 0 . 6 5 HE A D W A L L ST A : 1 0 + 2 5 . 6 4 IN V . 4 9 0 0 . 8 3 PROPOSED GRADE EXISTING GROUND 0 30'60' SCALE: 1" = 30' 15' NO R T H 5/ 1 6 / 2 0 2 4 1: 2 0 : 1 5 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 3 . 1 0 - S T O R M S E W E R P & P . D W G C3 . 1 0 - S T O R M S E W E R P & P -- - - -- - - ELECTRIC LINE GAS LINE SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE RIP RAP WATER SERVICE WATER METER DS LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 4.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORK PERMIT FROM THE TOWN OF WINDSOR SHALL BE OBTAINED FOR CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. 6.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 7.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 8.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STORM DRAINAGE CRITERIA. 9.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING. 10.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES AND INCLUDE LAY LENGTH OF FLARED END SECTIONS UNLESS OTHERWISE NOTED. 11.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM SEWER MAINS OR ROOF DRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE. 12.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDING ROOF LEADERS OF DISSIMILAR SIZES AND/OR MATERIALS SHALL BE MADE USING APPROPRIATE REDUCERS AND/OR COUPLINGS. PROVIDE CLEANOUTS AT ALL CONNECTIONS TO ROOF DRAIN LATERALS. 13.ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR SHALL BE PLACED AROUND THE JOINT. 14.STORM SEWER SHOWN ON THESE PLANS TO BE OWNED AND MAINTAINED PRIVATELY PER STANDARD OPERATING PROCEDURES. A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C3.11 STORM SEWER PLAN & PROFILE INLET SCHEDULE INLET ID.INLET TYPE GRATE TYPE INLET B2 5' TYPE R STANDARD INLET B2.1 TYPE C STANDARD INLET B2.2 TYPE C STANDARD E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. EXISTING LAKE/POND STORM SEWER (SEE SHEET C3.10) STORM SEWER (SEE SHEET C3.11) POUDRE RIVER 100-YR FLOODWAY POUDRE RIVER 500-YR FLOODPLAIN LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE EDGE OF POND FLOODPLAIN BFE 100-YEAR FLOOD ELEVATION - 4904 (NAVD 88) FLOODPLAIN BFE 100-YEAR FLOOD E L E V A T I O N - 4,900.0 (NAVD 88) FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) FLOODPLAIN C R O S S - S E C T I O N # 208567 100-YR FLOOD E L E V . 4 , 9 0 0 . 0 ( N A V D 8 8 ) POUDRE RIVER 100-YR FLOODPLAIN NORTH BIORETENTION POND SOUTH BIORETENTION POND STORM SEWER (SEE SHEET C3.10) FOREBAY STRUCTURE (SEE SHEET C6.06) 0 30'60' SCALE: 1" = 30' 15' NO R T H 5/ 1 6 / 2 0 2 4 1: 2 0 : 2 5 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 4 . 0 0 - G R A D I N G & E R O S I O N C O N T R O L P L A N . D W G C4 . 0 0 - G R A D I N G & E R O S I O N C O N T R O L P L A N -- - - -- - - SWALE FLOWLINE INLET PROTECTION ROCK SOCK RIPRAP CONCRETE WASHOUT AREA SILT FENCE STABILIZED STAGING AREA VEHICLE TRACKING CONTROL SURFACE SLOPE DIRECTION GRADE BREAK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 1.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY SHOULD ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS EXIST. 2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 3.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION PREPARATION, DESIGN AND RECOMMENDATIONS. 4.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 6.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 7.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW TOWN REGULATIONS. 8.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT. 9.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 10.STREET SWEEPING SHALL BE PERFORMED AS NEEDED AND/OR AT THE DIRECTION OF THE CITY ENGINEERING INSPECTOR. NOTES A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C4.00 OVERALL GRADING & EROSION CONTROL PLAN PROJECT:PROSPECT SPORTS CLUB BEST MANAGEMENT PRACTICE ITEM: PRESERVE EXISTING VEGETATION SILT FENCE VEHICLE TRACKING CONTROL STAGING AREAS (if applicable) CONSTRUCTION FENCE (if applicable) ROCK SOCKS CONCRETE WASHOUT AREA (if applicable) TEMPORARY SEEDING INLET PROTECTION (EXIST. & PROP.) 1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS. 2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs. MOBILIZATIONDEMOLITION UTILITY INSTALLATION BUILDING CONSTRUCTION SITE GRADING & PAVING FINAL LANDSCAPING & STABILIZATIONPHASE OF CONSTRUCTION EROSION CONTROL SEQUENCING EROSION CONTROL CALCULATIONS TOTAL AREA OF DISTURBANCE 2.14 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 2.05 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.09 ACRES TOTAL STORAGE/STAGING AREA 0.05 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A APPROX. % OF PROJECT DISTURBED AT ANY TIME 100% ESTIMATED PRE-EXISTING % VEGETATIVE COVER 80% EXISTING SOIL TYPE TYPE C/D AQUEPTS, LOVELAND CLAY LOAM, AND RIVERWASH MATERIAL DEPTH TO GROUNDWATER 3 FEET NUMBER OF PROJECT PHASES 1 TOTAL VOLUME OF MATERIAL IMPORT/EXPORT 2,050 CY TOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW 0 STEEPEST SLOPE (H:V)3:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA N/A EROSION CONTROL NOTES 1.TOTAL DISTURBED AREA = 93,131 SF (2.14 ACRES). 2.PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT. 3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES. 4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION. CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132. 8.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATION METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS. 9.TEMPORARY EROSION CONTROL BLANKET SHALL BE INSTALLED AROUND ALL POND FOREBAYS AND FLARED END SECTIONS. 10.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED: 11.ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OF THE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THE POTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TO CONSTRUCTION ACTIVITIES ON THE SITE. INGREDIENT % AVAILABLE BY WEIGHT APPLICATION RATE IN LBS/ACRE NITROGEN 13 65 POTASSIUM 16 80 POTASSIUM M 120 E. PROSPECT R O A D EXISTING BUILDING PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. ADA PARKING SLOPES NOT TO EXCEED 2% IN ANY DIRECTION STORM SEWER (SEE SHEET C3.11) POUDRE RIVER 500-YR FLOODPLAIN LIMITS OF DISTURBANCE POUDRE RIVER 100-YR FLOODPLAIN 98.12 0. 6 0 9 9 . 9 0 0. 3 9 1.22 3. 0 0 3. 1 0 1.0 0 0.83 0.7 2 0. 5 8 2.97 2. 8 4 2.7996.9497.573.50 3. 3 1 3. 5 0 3 . 4 9 3. 4 2 3.14 3.3 8 2.68 2.23 0. 4 6 2.90 0.32 2.69 3. 4 2 3 . 2 3 3. 3 3 3. 5 0 2.182.152.27 3.0 0 2.392.202.552.3399. 5 5 1. 4 6 0. 8 3 1. 9 7 2. 0 4 3.133. 0 0 NORTH BIORETENTION POND 96 . 0 0 97.08 2. 8 6 2.91 3. 1 6 1.5% 1.5% 1.5% 1.0% STORM SEWER (SEE SHEET C3.10) 1.61 0. 6 5 0 . 6 5 0. 6 5 0. 6 5 0.6 5 3.00 3.042.202. 6 1 2. 9 43.231.261.833.7% 4. 8 % 4 . 0 % 8. 0 : 1 4 . 7 % 7 . 8 % 5. 6 : 1 7.6:1 4.0 : 1 3.7 : 1 7. 6 : 1 10 . 8 : 1 5. 3 : 1 8. 8 % 3. 9 : 1 6. 5 : 1 1.9% 1.8% 1.7% 1.5% 1. 5 % 2 . 0 % 3.0 % 2. 1 % 1 . 6 % 1 . 8 % 1.4 %2.4 % 2.0% 2.3% 2. 1 % 2 . 3 % 2 . 1 % 2 . 4 % 2.4% 2.2% 2.4% 3.8 % 2 . 5 % 2 . 2 % 3. 2 % 2 . 7 % 2. 9 % 2. 6 % 2 . 9 % 2. 6 % 4 . 5 % 5. 2 % 5. 1 : 1 5. 1 : 1 4.9 : 1 4.7:1 3.3:1 3. 9 : 1 3. 5 : 1 5. 1 : 1 4. 0 : 1 4. 0 : 1 5. 8 : 1 4. 3 : 1 4. 1 : 1 6 . 1 % 5 . 6 : 1 3 . 8 : 1 8. 5 : 1 3. 9 : 1 3.9:1 2. 0 % 0.0% 1. 6 % 3.00 3.39 0.53 99.71 97.81 1.57 1. 4 7 1. 0 9 1.16 1.85 1. 3 7 2.16 1.69 1. 7 6 2. 2 6 1.8 8 1.48 99.55 0.67 CURB CUT CURB CUT CURB CUT DRAINAGE SWALE (SEE NOTE 11) DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE (SEE NOTE 11) GRADE BREAK BERMED TOP OF POND ELEV. = 4898.00 2' 2. 7 2 2. 7 5 DRAINAGE SWALE 0.49 2. 0 % 2.3% 1. 5 % 2.10 2 . 3 4 2 . 5 4 2.89 2.97 1. 5 % 1. 5 % 1.07 0.8% 3. 0 0 EXPOSED EDGE OF SIDEWALK (SEE DETAILS) SEE GRADING DETAIL A (SHEET C4.10) 1. 5 % 18" SPILL C&G 18" SPILL C&G 18" CATCH C&G 18" CATCH C&G 18" CATCH C&G 18" CATCH C&G 1. 0 6 GRADE BREAK CURB CUT 18" FLUSH C&G TRANSITION FROM FULL HEIGHT C&G TO FLUSH C&G 18" FLUSH C&GTRANSITION FROM FULL HEIGHT C&G TO FLUSH C&G TC TC TC TC 0.8 6 1. 0 3 3 . 4 3 S W 2. 9 2 3. 4 2 3 . 4 3 S W 12" SIDEWALK CHASE 12" SIDEWALK CHASE EV CHARGER FG = 4903.55 EV CHARGER FG = 4903.50 DRAINAGE SWALE (SEE NOTE 11) PIPE END AND HEADWALL W/ COBBLE (SEE NOTE 11) 98 . 9 2 98.92 99. 0 0 2.78 21.4% 2 6 . 1 % 33.0 % 3.3 % 1. 5 % 2.19 EXPOSED EDGE OF SIDEWALK (SEE DETAILS) 98.92 99.20 99.78 99.78 0.37 0.37 0.95 0.95 1.53 1.53 2.12 2.12 2.70 14.0% 16 . 0 % 1.3 % 2.19 1.61 1.61 1.03 1.03 0.44 0.44 99.86 99.86 99.28 ONE 7" RISER ONE 7" RISER ONE 7" RISER ONE 7" RISER ONE 7" RISER ONE 7" RISER 4' LANDING (TYP.) 0 20'40' SCALE: 1" = 20' 10' NO R T H 5/ 1 6 / 2 0 2 4 1: 2 0 : 3 9 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 4 . 1 0 - D E T A I L E D G R A D I N G P L A N S . D W G C4 . 1 0 - D E T A I L E D G R A D I N G P L A N S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C4.10 DETAILED GRADING PLAN SWALE FLOWLINE 9 0 . 3 03.13EXISTING SPOT ELEVATION 10.0%4.0:1 (10.0%)(4.0:1) PROPOSED SLOPE EXISTING SLOPE GRADE BREAK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LEGEND PROPOSED SPOT ELEVATIONS FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 1.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY SHOULD ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS EXIST. 2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 3.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION PREPARATION, DESIGN AND RECOMMENDATIONS. 4.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 6.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 7.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW TOWN REGULATIONS. 8.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT. 9.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 10.STREET SWEEPING SHALL BE PERFORMED AS NEEDED AND/OR AT THE DIRECTION OF THE CITY ENGINEERING INSPECTOR. 11.PIPE ENDS, FOREBAY, DRAINAGE SWALES, AND/OR PORTIONS OF DRAINAGE SWALES WITH LARGER FLOWS TO HAVE NON-FLOATABLE MULCH INSTALLED. REFER TO LANDSCAPE PLANS FOR EXACT LOCATIONS OF THIS COBBLE/ROCK MULCH. COBBLE INSTALLED DOWNSTREAM OF STORM PIPES SHALL BE INSTALLED BELOW THE PIPE INVERT. NOTES CATCH CURB & GUTTER PROPOSED BUILDING PROPERTY LINE SIDEWALK / TRAIL SPILL CURB & GUTTER TRANSITION FROM CATCH TO SPILL CURB & GUTTERTC GRADING DETAIL A SCALE: 1" = 10' E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 6 PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. EXISTING LAKE/POND STORM SEWER (SEE SHEET C3.10) STORM SEWER (SEE SHEET C3.11) POUDRE RIVER 100-YR FLOODWAY LIMITS OF DISTURBANCE EDGE OF POND FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) POUDRE RIVER 100-YR FLOODPLAIN 0.6 0 97.57 3.50 98 . 9 2 3. 3 1 3. 5 0 3.49 3.4 2 3.14 3.3 8 2.68 2.23 2.90 3. 4 2 3. 3 3 3.50 3.40 3. 5 0 2.182.152.422.27 9 9 . 0 0 1.221.0399.900. 2 299.6399.5499. 5 5 0. 9 4 0.56 98.77 3.133. 0 0 NORTH BIORETENTION POND SOUTH BIORETENTION POND 96.00 96 . 0 0 96 . 0 0 97.08 2.00 2.00 2. 8 6 2.91 3. 1 6 2. 0 % 1.5% 1.5% 0. 6 5 0 . 6 5 0. 6 5 0. 6 5 0. 6 5 3.00 3.04 0.96 0.42 0.23 99.77 99.99 99.72 99.36 7.6:1 4.0: 1 3.7 : 1 7. 6 : 1 10 . 8 : 1 5. 3 : 1 8. 8 % 3. 9 : 1 6. 5 : 1 1.9% 1.8% 1.7% 1.5% 2.4% 2.2% 2.4% 3.8 % 3. 9 : 1 3. 5 : 1 5. 1 : 1 4. 0 : 1 4. 4 : 1 4. 0 : 1 5. 8 : 1 4. 3 : 1 4. 1 : 1 6 . 1 % 5 . 6 : 1 3 . 8 : 1 8. 5 : 1 3. 9 : 1 3.9:1 3.00 3 . 3 9 0 . 6 7 DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE (SEE NOTE 11) GRADE BREAK BERMED TOP OF POND ELEV. = 4898.00 2' 2. 7 5 DRAINAGE SWALE 0.49 2. 0 % 2.3% 1. 5 % 2.10 2 . 3 4 2 . 5 4 2.89 1. 5 % 1. 5 % 1.07 0.8% 3. 0 0 EXPOSED EDGE OF SIDEWALK (SEE DETAILS) SEE GRADING DETAIL A (SHEET C4.10) 1. 5 % 18" CATCH C&G DRAINAGE SWALE (SEE NOTE 11) FOREBAY STRUCTURE W/ LANDSCAPE COBBLE (SEE SHEET C6.06) 3.50 3.40 3.0 0 1.1 0 H P 3. 5 0 EXPOSED EDGE OF SIDEWALK (SEE DETAILS) 99 . 4 0 98.40 99 . 5 2 2.0 % 18" FLUSH C&G TRANSITION FROM FULL HEIGHT C&G TO FLUSH C&G TC 10. 0 : 1 6.7:1 5.8:1 4.6:1 4.8:1 4. 5 : 1 4.4:1 4. 0 : 1 4. 0 : 1 0. 8 6 1.0 3 3.43 SW 2. 9 2 3. 4 2 3.43 SW 12" SIDEWALK CHASE 12" SIDEWALK CHASE 2. 1 5 DRAINAGE SWALE (SEE NOTE 11) PIPE END AND HEADWALL W/ COBBLE (SEE NOTE 11) SWALE FLOWLINE 9 0 . 3 03.13EXISTING SPOT ELEVATION 10.0%4.0:1 (10.0%)(4.0:1) PROPOSED SLOPE EXISTING SLOPE GRADE BREAK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LEGEND PROPOSED SPOT ELEVATIONS FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 1.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY SHOULD ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS EXIST. 2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 3.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION PREPARATION, DESIGN AND RECOMMENDATIONS. 4.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 6.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 7.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW TOWN REGULATIONS. 8.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT. 9.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 10.STREET SWEEPING SHALL BE PERFORMED AS NEEDED AND/OR AT THE DIRECTION OF THE CITY ENGINEERING INSPECTOR. 11.PIPE ENDS, FOREBAY, DRAINAGE SWALES, AND/OR PORTIONS OF DRAINAGE SWALES WITH LARGER FLOWS TO HAVE NON-FLOATABLE MULCH INSTALLED. REFER TO LANDSCAPE PLANS FOR EXACT LOCATIONS OF THIS COBBLE/ROCK MULCH. COBBLE INSTALLED DOWNSTREAM OF STORM PIPES SHALL BE INSTALLED BELOW THE PIPE INVERT. NOTES CATCH CURB & GUTTER PROPOSED BUILDING PROPERTY LINE SIDEWALK / TRAIL SPILL CURB & GUTTER TRANSITION FROM CATCH TO SPILL CURB & GUTTERTC A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C4.11 DETAILED GRADING PLAN 0 20'40' SCALE: 1" = 20' 10' NO R T H 5/ 1 6 / 2 0 2 4 1: 2 0 : 4 2 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 4 . 1 0 - D E T A I L E D G R A D I N G P L A N S . D W G C4 . 1 0 - D E T A I L E D G R A D I N G P L A N S -- - - -- - - E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. TRACT "A" PROSPECT PARK EAST P.U.D. PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 5 PROSPECT PARK EAST P.U.D. FLOODPLAIN BFE 100-YEAR FLOOD ELEVATION - 4904 (NAVD 88) DP A6 DP A4 DP A3 DP OS1 DP A1 DP A5 DP A2 DP A7 OS1 0.16 A6 0.23 A4 0.28 A2 0.09 A3 0.54 A1 0.37 A7 0.25 A8.2 0.39 A8.1 0.10 A5 0.17 A8.2 0.09 10' DRAINAGE EASEMENT FLOODPLAIN BFE 100-YEAR FLOOD E L E V A T I O N - 4,900.0 (NAVD 88 ) FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) FLOODPLAIN C R O S S - S E C T I O N # 208567 100-YR FLOOD E L E V . 4 , 9 0 0 . 0 ( N A V D 8 8 ) GRASS SWALE GRASS SWALE EXISTING LAKE/POND STORM SEWER (SEE SHEET C3.10) STORM SEWER (SEE SHEET C3.11) POND OUTLET STRUCTURE (TYPE C INLET) FLARED END SECTION CURB INLET POUDRE RIVER 100-YR FLOODWAY POUDRE RIVER 500-YR FLOODPLAIN LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE POND OUTLET STRUCTURE (TYPE D INLET) POUDRE RIVER 100-YR FLOODPLAIN NORTH BIORETENTION POND SOUTH BIORETENTION POND EXISTING TREES TO REMAIN STORMWATER FROM THE WEST STORM SYSTEM TO DRAIN THROUGH TREES AND VEGETATION AND ULTIMATELY TO THE SOUTHERN BIORETENTION POND GRASS SWALE FOREBAY STRUCTURE 0 30'60' SCALE: 1" = 30' 15' NO R T H 5/ 1 6 / 2 0 2 4 1: 2 0 : 5 3 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 5 . 0 0 - D R A I N A G E P L A N . D W G C5 . 0 0 - D R A I N A G E P L A N -- - - -- - - PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING PROPERTY BOUNDARY RIGHT OF WAY XX.X X BASIN DESIGNATION BASIN AREA (ACRE) PROPOSED BASIN PROPOSED BASIN LINE 1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. NOTES 1.THE FIRST FLOOR OF THE PROPOSED COMMERCIAL BUILDING IS BEING ELEVATED A MINIMUM OF 24-INCHES ABOVE THE BASE FLOOD ELEVATION OR FLOOD PROOFED. REFER TO ARCHITECTURAL PLANS FOR FLOOD PROOFING DETAILS AND SPECIFICATIONS. ALL FLOOD PROOFING MEASURES SHALL ADHERE TO SECTION 10-38 OF CITY CODE AND THE REQUIREMENTS SET FORTH WITHIN THE CITY'S "FLOODPROOFING GUIDELINES". A FLOOD PROOFING CERTIFICATE WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL DATUM NAVD 88. 3.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100-YEAR AND 500-YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 4.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. BUILDING OF STRUCTURES, EV CHARGING STATIONS, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITY WORK, FLOOD CONTROL CHANNELS, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 5.AN APPROVED FEMA ELEVATION CERTIFICATE COMPLETED BY A LICENSED SURVEYOR OR CIVIL ENGINEER AND A FLOODPROOFING CERTIFICATE SHOWING THAT THE BUILDING IS CONSTRUCTED/FLOODPROOFED TO THE REQUIRED ELEVATION IS REQUIRED POST-CONSTRUCTION PRIOR TO A CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. PLEASE NOTE: IF ANY PART OF THE BUILDING IS WITHIN THE FLOODPLAIN BOUNDARY, THEN THE ENTIRE STRUCTURE IS CONSIDERED IN THE FLOODPLAIN AND THE ENTIRE BUILDING ENVELOPE MUST MEET THE REQUIREMENTS OF ELEVATING OR FLOODPROOFING TO THE RFPE. 6.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN. ALL FLOATABLE MATERIALS, MUST BE STORED INSIDE A BUILDING, BE ANCHORED PER AN APPROVED ENGINEERED DESIGN, OR BE LOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN. NO OVERNIGHT PARKING OF VEHICLES IS ALLOWED. 7.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN. AT-RISK POPULATION FACILITIES INCLUDE AFTER SCHOOL PROGRAMS/DAY CAMPS FOR K-12, ETC). 8.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN COLORADO. FLOODPLAIN NOTES DESIGN / CONCENTRATION POINT FLOW DIRECTION DP 1 A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C5.00 DRAINAGE PLAN POND SUMMARY North Pond South Pond REQUIRED LID VOLUME (CF)248 1,469 PROVIDED LID VOLUME (CF)425 1,570 LID PROVIDED DEPTH 0'-6"1'-0" BOTTOM OF POND FOOTPRINT (SF)848 998 BOTTOM OF POND ELEVATION 4,900.65 4,896.00 LID WATER SURFACE ELEVATION 4,901.15 4,897.00 TOP OF POND ELEVATION 4,901.50 4,898.00 5/ 1 6 / 2 0 2 4 1: 2 1 : 0 0 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C6.00 CONSTRUCTION DETAILS VA N - AC C E S S I B L E PA R K I N G MI N . MI N . ON E I N E V E R Y EI G H T A C C E S S I B L E SP A C E S , B U T N O T LE S S T H A N O N E , SH A L L B E V A N AC C E S S I B L E . ON E S I G N PE R S P A C E RE Q U I R E D RE Q U I R E D PE R S P A C E ON E S I G N RE Q U I R E D PE R S P A C E ON E S I G N CA R A C C E S S I B L E VA N A C C E S S I B L E "U N I V E R S A L D E S I G N " CA R & V A N A C C E S S I B L E OR A " U N I V E R S A L " P A R K I N G S P A C E D E S I G N M A Y B E U S E D . TH I S D E S I G N I S U S E D T O A C C O M M O D A T E C A R & V A N AC C E S S I B L E P A R K I N G S P A C E S , W H I C H E L I M I N A T E S T H E NE E D F O R T W O S I G N T Y P E S . 8' 5' 8' 8' 8' 8' 11 ' 5' 11 ' 11 ' 5' RE S E R V E D RE S E R V E D PA R K I N G RE S E R V E D PA R K I N G R7 - 8 R7 - 8 R7 - 8 (FORT COLLINS ONLY) FIRE LANE NO PARKING STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL STANDARD DETAIL 1 (WITHOUT STENCIL) STANDARD DETAIL 1 (WITH STENCIL) DETAIL 3 (65' OR LESS) MUST BE PRE-APPROVED 35' NOTE: 6" 2"R.2" 6" 6" 12 " 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk AttachedDetached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0"6'-0" T.C.F.L.Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4"1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 14"/ft Maximum 3"/ft 5/ 1 6 / 2 0 2 4 1: 2 1 : 0 3 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C6.01 CONSTRUCTION DETAILS CONSTRUCTED W/O VERTICAL CURB SIDEWALK PAVEMENT SECTION NORMAL FLOWLINE VARIES FLUSH CURB ONSITE CONCRETE DETAILS4 C6.01 NOT TO SCALE 6" 2"R. 6" 6" 12 " 1 1/2"R. 6" 4 1/2" ONSITE CATCH CURB & GUTTER Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 0. 2 4 " 6" 2"R. 1 1/2"R. 6" 4 1/2" Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 0. 2 4 " 1'-6" 6" 6" 12 " 6" 6" CUR B HAND FORM CURB TRANSITION FROM 6" BARRIER CURB TO 0" CURB WITHIN 6" 12" - 24" 6" NOTES: 1.THE ABOVE CURB AND GUTTER DETAILS ARE TO BE USED OUTSIDE OF PUBLIC RIGHT-OF-WAY. FOR CURB AND GUTTER WITHIN PUBLIC RIGHT-OF-WAY REFER TO DETAIL 701 ON SHEET C6.00. ONSITE SPILL CURB & GUTTER CURB CUT 1'-6" 2"R. 6" 6" 12 " 1 1/2"R. 6" 4 1/2" ONSITE 6" MONOLITHIC CURB DRIVEWAY CR O S S SLOPE VARIES DRIVEWAY & VERTICAL CURB TO BE A MONOLITHIC POURED WITH CONCRETE DRIVEWAY 2.0% SLOPE 2.0% SLOPE NOTES: 1.THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE SOILOGIC REPORT ENTITLED "GEOTECHNICAL SUBSURFACE EXPLORATION REPORT, PROSPECT PROPERTIES BASKETBALL FACILITY, 1601 SHARP POINT DRIVE, FORT COLLINS, CO", DATED DECEMBER 19, 2022. REFER TO THIS REPORT FOR PERFORMANCE SPECIFICATIONS AND OTHER RECOMMENDATIONS. AGGREGATE BASE COURSE (CLASS 6) CHEMICALLY STABILIZED SUBGRADE (SEE GEOTECHNICAL REPORT) HOT MIX ASPHALT PAVEMENT SECTIONS ONSITE PAVEMENT DETAILS 3" 4" PORTLAND CEMENT CONCRETE APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) RIGID PAVEMENT SECTIONS HEAVY DUTY STANDARD DUTY 5"6" 1 C6.01 4" HOT MIX ASPHALT AGGREGATE BASE COURSE (CLASS 6) APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) 4" 6" 5"HOT MIX ASPHALT APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) HEAVY DUTY ALT B LIGHT DUTY ALT B STANDARD DUTY STANDARD DUTY AGGREGATE BASE COURSE (CLASS 6)8" AGGREGATE BASE COURSE (CLASS 6)6" PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE 12" CHEMICALLY STABILIZED SUBGRADE (SEE GEOTECHNICAL REPORT)12" CONCRETE COLLAR PROPOSED GRADE 18" 6" TO 10" PIPE OUTLET 22" NOTES: 1.CONCRETE COLLAR/HEADWALL DETAIL TO BE USED ON STORM PIPE OUTLETS LESS THAN 12" IN DIAMETER. FLARED END SECTIONS SHALL BE USED FOR ALL PIPES 12" AND LARGER. 2.REFER TO STORM SEWER PLAN AND PROFILES, UTILITY PLAN, AND DETAILED GRADING SHEETS FOR MORE INFORMATION AND LOCATION. 8" NOT TO SCALE 6" 6'-0" 6" 2-1"Ø HO L E S 4" 6" CONCRETE 18" SIDEWALK 12" PROPOSED GROUND SEE STRUCTURAL PLANS FOR REBAR DETAIL 6" MIN SECTION NOTE: 1. WHEEL STOPS SHALL BE PREFABRICATED UTILIZING GRAY CONCRETE. NOT TO SCALE PREFABRICATED WHEEL STOP6 C6.01 CONCRETE COLLAR DETAIL5 C6.01 SIGNAGE NOTES: 1. ALL SIGNAGE PER CDOT SPECIFICATIONS SIGN DIMENSION: 12" X 18" ALL COLORS TO BE RETROREFLECTIVE. 2.SIGNS TO BE MOUNTED ON POST PER LCUASS DETAIL 1401. 3.COLORS BY SECTION: UPPER LEFT SECTION: LEGEND AND BORDER - WHITE BACKGROUND - RED UPPER RIGHT SECTION: LEGEND AND BORDER - RED BACKGROUND - WHITE LOWER SECTION: LEGEND AND BORDER - RED BACKGROUND - WHITE 4.MOUNTING HEIGHT: 6' TO BOTTOM OF SIGN. NOT TO SCALE 2.00" 48.00" 2.00" 2.75" 26.00" 8.75" 11.00"2.00" FACE OF BUILDING EXPOSED EDGE OF SIDEWALK EV PARKING STRIPING DETAIL2 C6.01 NOT TO SCALE EV PARKING SIGN DETAIL 3 C6.01 5/ 1 6 / 2 0 2 4 1: 2 1 : 0 8 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : APPROVED: DRAWN BY: DATE REVISED: BEDDING REQUIREMENTS WW-1 NBJ 4/11/11 APPROVED: DRAWN BY: DATE REVISED: SERVICE WYE DETAIL WW-9 NBJ 4/11/11 APPROVED: DRAWN BY: DATE REVISED: TRAFFIC RATED CLEANOUT WW-15 NBJ 4/11/11 C6.02 CONSTRUCTION DETAILS 4' MIN. 3" 6" MIN. FINISHED GRADE UTILITY MAIN OR SERVICE COMPACTED GRANULAR MATERIAL CONFORMING TO CDOT #67 INSULATION BOARD (SEE NOTE 1) NOTES: 1.USE 3-INCH THICK STYROFOAM BRAND HIGH LOAD 100 INSULATION BOARD (OR APPROVED EQUAL) WITH A MINIMUM INSULATION R-VALUE 15 AND COMPRESSIVE STRENGTH OF 100 PSI. 2.INSULATION BOARD SHALL BE USED WHERE SANITARY SEWER SERVICE OR MAIN COVER IS LESS THAN 4-FEET. SANITARY INSULATION DETAIL NOT TO SCALE 1 C6.02 APPROVED: DRAWN BY: DATE REVISED: STANDARD MANHOLE WW-3 NBJ 4/11/11 5/ 1 6 / 2 0 2 4 1: 2 1 : 0 9 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C6.03 CONSTRUCTION DETAILS *THIS DETAIL HAS BEEN MODIFIED PER DISCUSSION WITH THE CITY APPROVED: DRAWN BY:DETAILS CONSTRUCTIONDATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS W-16A PLAN VIEW APPROVED: DRAWN BY:DETAILS CONSTRUCTIONDATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) W-16B 5/ 1 6 / 2 0 2 4 1: 2 1 : 1 0 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C6.04 CONSTRUCTION DETAILS APPROVED: DRAWN BY:DETAILS CONSTRUCTIONDATE REVISED: DETAILWATER STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS W-15 5/ 1 6 / 2 0 2 4 1: 2 1 : 1 2 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C6.05 CONSTRUCTION DETAILS STANDARD CONCRETE NOTES APPROVED: DATE: DRAWN BY: 2/22/05 TDC APPROVED: DATE: DRAWN BY: 1/12/00 SKC APPROVED: DATE: DRAWN BY: 6/5/13 TDC APPROVED: DATE: DRAWN BY: 11/8/00 NBJ APPROVED: DATE: DRAWN BY:NBJ 11/19/02 APPROVED: DATE: DRAWN BY:NBJ 11/21/02 E E FF END VIEW FF SEE FIGURE 1 OF AASHTO M 206 FOR ACTUAL SIZES SECTION F-F END VIEW 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEE, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL - TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" TYPE ROD LUG, OR APPROVED, EQUAL PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN.48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN.7 IN. 9 IN. CONCRETE JOINT FASTENER LOCATION OF 1'' DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 7 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 4353 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN.IN.IN.IN.IN. SECTION F-F 24 30 3642 48 54 60 30 38 4553 60 68 76 19 24 2934 38 43 48 8 1/2 9 1/2 11 1/815 3/4 21 25 1/2 30 39 54 6060 60 60 60 33 18 2436 36 36 36 72 72 8496 96 96 96 48 60 7278 84 90 96 (INCHES)EQUIVALENTCIRCULARDIAM. (IN.) NOMINAL (IN.)DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 RISESPAN 30 21 NOMINAL (IN.) CB 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 31 12099396072 PLAN SECTION X-X GENERAL NOTES: END VIEW 3'' 5'' 5'' 3'' APPROVED: DRAWN BY:DETAILS CONSTRUCTIONDATE REVISED: DETAILSTORMWATER CONCRETE END SECTIONS D-15 LANDSCAPE COBBLE PRE LANDSCAPE PLANS TOP OF WALL ELEV.4897.00 97.00 96.00 96 . 6 6 97.00 96 . 2 6 96.00 BOTTOM OF BIORETENTION POND = 4896.00 96 . 2 7 96 . 6 5 96 . 7 3 96 . 5 0 96.50 96 . 7 2 97.00 97.00 96.00 96.00 96.00 96.00 97.00 97.00 96.00 96.00 96.00 96.00 96 . 0 0 96 . 0 0 96 . 7 3 96 . 5 0 96 . 7 2 96 . 0 0 96 . 0 0 9 6 . 5 0 96.50 96.50 96 . 5 0 96.50 96 . 5 0 96.50 96.50 96 . 5 0 TRANSITION FROM 12" TALL WALL AT PIPE OUTLET TO 6" TALL WALL AT FRONT OF FOREBAY TRANSITION FROM 12" TALL WALL AT PIPE OUTLET TO 6" TALL WALL AT FRONT OF FOREBAY 1.5'0.83' 1.5' 0.83' 4.09' 135°' 135°' R0.34' R0.33' 0.5' 1" WALL OPENING FOREBAY CONCRETE PAD TOP OF WALL AT FRONT OF FOREBAY ELEV.4896.50 5/ 1 6 / 2 0 2 4 1: 2 1 : 1 6 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C6.06 CONSTRUCTION DETAILS 1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2.PRE-CONSTRUCTION 2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3.DURING CONSTRUCTION: 3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4.GEOTEXTILE LINERS: 4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5.AGGREGATES AND BSM: 5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 12" MAX 1 MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6.UNDERDRAIN: 6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7.OVERFLOW INLET: 7.1.A 100-YEAR OVERFLOW SPILLWAY OR INLET MUST BE PROVIDED. 7.2.ALL OVERFLOW INLETS SHALL BE CAPPED WITH A DOME-SHAPED GRATE, OR PER PLAN. 7.3.IN ALL CASES, AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS (THIS MAY BE COINCIDENT WITH THE 100-YEAR OVERFLOW SPILLWAY). 8.CLEANOUTS: 8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9.FOREBAY: 9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 9.2.THE FOREBAY SHOULD NOT EXTEND INTO THE SAND MEDIA TO PREVENT ANY SETTLING OF THE FOREBAY. 10.LANDSCAPE MATERIALS 10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.2" MIN 8" MIN 4" FLAT FOREBAY IS REQUIRED TO BE PLACED AT CONCENTRATED INFLOW LOCATIONS; PER PLANS AND SITE SPECIFIC DETAILS LANDSCAPING TO BE INSTALLED PER APPROVED LANDSCAPING PLAN 6"-12" 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 8" MIN 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN 30" MIN GEOTEXTILE FABRIC OR LINER (AS PER PLAN)18" MIN DEPTH OF BIORETENTION SAND MEDIA NATIVE SOIL ZONE RUNDOWN OR SCOUR PROTECTION NEEDED ON SLOPES 8" FLAT AREA - SEE DESIGN PLANS FOR EXTENTS OF BIORETENTION FLAT SURFACES APPROVED: DRAWN BY:DETAILS CONSTRUCTIONDATE REVISED: DETAILSTORMWATER BIORETENTION D-53 FOREBAY BASIN DETAILS NO R T H 0 1'2' SCALE: 1" = 1' 0.5' ELEVATION VIEW WELDED WIRE FABRIC 6X6 - W 1.4 X W 1.4 12" 4"8" 1.46' 1' 6" 6" PLAN VIEW 1 C6.06 6" REBAR DETAIL WELDED WIRE FABRIC 6 x 6 - W 1.4 x W 1.4 IN BASE SLAB #4 @ 18" O.C. BENT TIE BAR 3" #4 CONTINUOUS 6 - 12" 3 - 9" BENT BAR DETAIL 3 - 9" 10" #4 CONTINUOUS 8" LANDSCAPE COBBLE PER LANDSCAPE PLANS 6" 5/ 1 6 / 2 0 2 4 1: 2 1 : 2 1 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . FI N A L DE V E L O P M E N T PL A N 5/22/2024 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : CWAVTC DANDY CURB BAGTM OVERFLOW GAP CURB AND GUTTER INLET CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL LIFTING STRAPS STORM SEWER GRATE COMPLETELY COVERED BY HI-FLOW FABRIC DANDY BAG VELCRO CLOSURE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT STORM SEWER GRATE DANDY BAG STORM SEWER GRATE R DANDY CURBTM MANHOLE CURB OPENING WITHOUT GRATE CURB FILTER OVERFLOW GAP AGGREGATE POUCH INLET FILTER DETAILS NOT TO SCALE COMBINATION INLET FILTER - DP1 TYPE R INLET FILTER - DP2 AREA INLET FILTER - DP3 NOTES: 1.INLET FILTERS SHALL BE DANDY PRODUCTS AS SHOWN OR APPROVED EQUAL. PLAN VIEW REFERS TO DANDY PRODUCTS AS "DP-#" AS DESIGNATED ON THIS DETAIL. 1 C6.07 C6.07 CONSTRUCTION DETAILS APPROVED: DATE: DRAWN BY: 12/27/00 NBJ APPROVED: DATE: DRAWN BY: 01/05/01 NBJ