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Home My WebLink AboutPROSPECT SPORTS CLUB - PDP230009 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPROJECT SITESHARP POINT DR.E. PROSPECT ROADMIDPOINT DRIVETIMBERLINE ROAD 7/27/2023 3:12:29 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER --------APPLICANT/OWNERMAX WEST INC1500 BUCKEYE STREETFORT COLLINS, CO 80525PHONE:970-218-9453CONTACT: JONATHAN O'NEILCIVIL ENGINEERUNITED CIVIL DESIGN GROUP, LLC19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524PHONE: 970-530-4044CONTACT: KEVIN BRAZELTONSURVEYORMAJESTIC SURVEYING1111 DIAMOND VALLEY DRIVE #104WINDSOR, CO 80550PHONE: 970-833-5698CONTACT: STEVE PARKSCIVIL CONSTRUCTION PLANS FORCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROSPECT SPORTS CLUB LOTS 5, PROSPECT PARK EAST P.U.D.SITUATE IN THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOPROJECT VERTICAL DATUM: NAVD 88BENCHMARK: 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 BACKOF WALK AT THE BASE OF THE PARAPET WALL TO THE BRIDGE OVER THE POUDRE RIVER,15 FT EAST OFTHE WEST END OF THE PARAPET WALL.ELEVATION: 4910.33PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTSHAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICALDATUMS.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 BEARINGN89°42'52"W.NOTE:1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITYOF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWNPRIOR TO USING THEM FOR ANY PURPOSES.VICINITY MAP1"=500'PROJECT TEAMPROJECT COORDINATESSHEET INDEXPAGE #SHEET #SHEET NAME1C0.00COVER SHEET2-3C0.01-C0.02GENERAL NOTES4C1.00EXISTING CONDITIONS & REMOVALS PLAN5C2.00HORIZONTAL CONTROL PLAN6C3.00UTILITY PLAN7-8C3.10-C3.11STORM SEWER PLAN & PROFILESC3.20PAVER UNDERDRAIN PLAN (RESERVED FOR FUTURE SUBMITTALS)9C4.00GRADING & EROSION CONTROL PLANC4.10DETAILED GRADING PLANS (RESERVED FOR FUTURE SUBMITTALS)10C5.00DRAINAGE PLANC6.00-C6.XXCONSTRUCTION DETAILS (RESERVED FOR FUTURE SUBMITTALS)UTILITY PROVIDERSLANDSCAPE ARCHITECTRB+B ARCHITECTS315 EAST MOUNTAIN AVE, SUITE 100FORT COLLINS, CO 80524PHONE:970-484-0117CONTACT: AMANDA HANSENUTILITYPROVIDERCONTACTPHONEWATER/WASTEWATERCITY OF FORT COLLINS UTILITIESDAN MOGEN(970) 305-5989STORMWATERCITY OF FORT COLLINS UTILITIESDAN MOGEN(970) 305-5989POWERCITY OF FORT COLLINS LIGHT & POWERTYLER SIEGMUND(970) 221-6710NATURAL GASXCEL ENERGYSTEPHANIE RICH(970) 225-7828TELECOMCENTURYLINKROBERT RULI (970) 490-7503CABLE COMCASTDON KAPPERMAN(970) 567-0245Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of theinformation shown.City of Fort Collins, COUTILITY PLAN APPROVALAPPROVED:CITY ENGINEER,APPROVED SHEETSDATEAPPROVED:WATER & WASTEWATER UTILITY,APPROVED SHEETSDATEAPPROVED:STORMWATER UTILITY,APPROVED SHEETSDATEAPPROVED:PARK PLANNING & DEVELOPMENT,APPROVED SHEETSDATEAPPROVED:TRAFFIC OPERATIONS,APPROVED SHEETSDATEAPPROVED:ENVIRONMENTAL PLANNER,APPROVED SHEETSDATEI HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANSWERE PREPARED UNDER MY DIRECT SUPERVISION, INACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINSAND STATE OF COLORADO STANDARDS AND STATUTES,RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FORTHE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORDCONDITIONS THAT I HAVE NOTED ON THESE PLANS.KEVIN BRAZELTON, PE #38837 DATECERTIFICATION STATEMENTTHESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITYFOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLYRESPONSIBILITY BY THE REVIEWING DEPARTMENT, THELOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FORACCURACY AND CORRECTNESS OF THE CALCULATIONS.FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINALQUANTITIES REQUIRED. THE REVIEW SHALL NOT BECONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIALRESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONALQUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIREDDURING THE CONSTRUCTION PHASE.DISCLAIMER STATEMENTAA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:COVER SHEETC0.00JULY 2023 7/27/2023 3:12:30 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER --------AA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:GENERAL NOTESC0.01LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTEDAUGUST 1, 2021GENERAL NOTES1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THELARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS ANDTHE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THELOCAL 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 ENTITYENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TOCOMMENCEMENT 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, ASBENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITYENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THEENGINEER 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 THELOCAL 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 THERESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORECOMMENCING 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 BEGINNINGEXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARETO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION ORGRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWNON THESE PLANS.8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITYCOMPANY 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 THEENGINEER 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 ISACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALLPARTIES 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 UTILITYPROVIDER. 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 ANDSANITARY 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 ISDISCHARGED 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 DEPARTMENTOF 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 ONSITEDRAINAGE 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 UTILITYDEPARTMENT AT LEAST TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH THE DEVELOPMENTAGREEMENT.18.THE LOCAL ENTITY INCLUDING BUT NOT LIMITED TO CITY OF FORT COLLINS, SOUTH FORT COLLINS SANITATION DISTRICT AND FORT COLLINS-LOVELAND WATERDISTRICT SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHERRESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THELOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT.19.ALL RECOMMENDATIONS OF THE PRELIMINARY DRAINAGE AND EROSION CONTROL STUDY ENTITLED "PROSPECT SPORTS CLUB" PREPARED BY UNITED CIVIL DESIGNGROUP LLC, AND DATED MAY 31, 2023, 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 SHALLBE 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 DEBRISMUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR ASAPPROVED 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 PERMITIS 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 (FORTCOLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLICIMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAYCOMMENCE WORK IN THE ENGINEERS ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTINGREVEALS 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 TRENCHWORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOTCORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENTSECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINALSOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR AMINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCURUNTIL 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 GUTTERFLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN ALETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTERAND 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 ROADCONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINESMUST 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 ADDITIONALCRITERIA 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 ESTABLISHEDIN 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 FORANY 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, ANDSECURITY. 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. (LOCALENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BERESPONSIBLE 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 TRAFFICOPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVESTHE 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 THEDEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TODIRECTING 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 SITECONSTRUCTION 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 ONTHESE 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 DESIGNERFOR 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 ANDSPECIFICATIONS, 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 ORSPECIFICATIONS, 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, ANDAVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THELOCAL 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 ASWELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS:PROJECT VERTICAL DATUM: NAVD 88BENCHMARK: 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 TOTHE BRIDGE OVER THE POUDRE RIVER,15 FT EAST OF THE WEST END OF THE PARAPET WALL.ELEVATION: 4910.33PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIORCITY 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 THEDEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRSTCERTIFICATE 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 STREETCONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITYSTREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWNMACHINE. 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 OFNEED 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 TOTHE 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 ANDWORKMANSHIP 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 DRAINAGESTRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: NONE.48.APPROVED VARIANCES ARE LISTED AS FOLLOWS:1)STORMWATER VARIANCE (PENDING)STREET IMPROVEMENTS NOTES1.ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTEDHERE.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 JOBMIX 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 CONSTRUCTIONJOINT 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 THESUBGRADE 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 NOTALLOWED.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. THEEXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCEWITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR ACOMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THATFUTURE 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) ANDAS 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 OFASPHALT. GUTTERS THAT HOLD MORE THAN INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAINPROPERLY.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 AFULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BEREQUIRED. 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 ATSPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BYTHE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITYENGINEER 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 NOTES1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCEOF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S).2.ALL RECOMMENDATIONS OF THE PRELIMINARY DRAINAGE AND EROSION CONTROL STUDY ENTITLED "PROSPECT SPORTS CLUB" PREPARED BY UNITED CIVIL DESIGNGROUP, LLC, AND DATED MAY 31, 2023, SHALL BE FOLLOWED AND IMPLEMENTED.3.CERTIFICATION OF GRADING AND DRAINAGE FACILITIES MUST BE COMPLETED BY A REGISTERED ENGINEER AND SUBMITTED TO THE STORMWATER UTILITYDEPARTMENT AT LEAST TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH THE DEVELOPMENTAGREEMENT.4.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL - APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSIONCONTROL NOTES.TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKINGCONSTRUCTION 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 ANDPLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING ANDSYMBOLS.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 DURINGTHE 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 OFFORT COLLINS TRAFFIC ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS TRAFFIC ENGINEERDETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE ANDSTRIPING 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, ORCALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED.17.NO "RESET" ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED.18.ALL ANCHORS, POSTS, SINGS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA.FORT COLLINS TREE PROTECTION NOTES1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTEDON 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 FORESTERHAS 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 BYA 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 AMINIMUM 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 ANDDISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREEWITHIN 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 UTILITYEASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BEACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDEPERIMETERS 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 ACCOMPLISHEDBY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHEDFROM 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 WILDLIFEBIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITYENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINEWHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.STANDARD GRADING AND EROSION AND SEDIMENT CONTROL NOTES1.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 INTHE 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 THEPROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAININGALL EROSION CONTROL FACILITIES SHOWN HEREIN.5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BELIMITED 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 AROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS AREINSTALLED. 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 APPROVEDBY 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 ASNECESSARY 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 EROSIONCONTROL 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 SEDIMENTAND 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 OTHERPUBLIC 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 NOTTO 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 PROJECTAND 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 ANYPOLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETETRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARENECESSARY 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 WASHOUTMATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THECONCRETE 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 INSTALLEDAND 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 IMPLEMENTWHATEVER 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 PERSONALVEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E., STONE, DIRT, ETC., SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TOACCESS TEMPORARY STOCKPILE(S), STAGING AREA(S), CONSTRUCTION MATERIAL(S), CONCRETE WASHOUT AREA(S) AND/OR BUILDING SITE(S). 7/27/2023 3:12:32 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER --------AA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:C0.02GENERAL NOTESSTANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTESGENERAL EROSION CONTROL REQUIREMENTSTHESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THATANY 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 FORTHE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITHEROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCESASSOCIATED 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 BEUSED 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 THEMANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESEMATERIALS ARE APPLICABLE TO THIS PROJECT.3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBINGACTIVITIES 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 CONSTRUCTIONACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTERRECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACTEROSION@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 CONSTRUCTIONACTIVITIES 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 LEEWARDPROPERTIES. 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, ANDPOLLUTANT 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 THOSECONSTRUCTION ACTIVITIES COMMENCING.8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES INADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROLMEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVERMEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALLEROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED ANDDATED. 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-SPECIFICDOCUMENTS (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 THESEAFOREMENTIONED LAWS AND REGULATIONS.10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTIONACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THERELEVANT 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 INCONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROLINSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATAPROVIDED 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 RELEVANTLEGAL AUTHORITY.15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE ORCANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, ANDPROCEDURES OF THE MANUAL.16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWOWEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDEDAND RETAINED BY THE CONTRACTOR.17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUALPERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED ANDDISPOSED 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 OFGREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FORCOMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACTBERMS 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, SHALLREQUIRE 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 CRITERIABASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICESLAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILESMUST 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 EXISTINGVEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OFTIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OFTIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATIONACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL STARTAS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCHPOSSIBLE.22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITETO 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 AROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUMVARIATION 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 USEOF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENTTRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE ASSOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILESTORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STOREMATERIAL. 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 THEREQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THEAPPROVED 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 ACTIVITIESSHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASESWHERE 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 ANYCONSTRUCTION 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 NEARBYHARDSCAPE 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 SEDIMENTTRANSPORT 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 REQUIREDTEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTSTHAT 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 PRODUCEVEGETATIVE COVER, ANOTHERTEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSIONCONTROL CAN BE PERFORMED.31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTSDRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTIONTHAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEETHE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION.VEHICLE TRACKING32.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 BYAN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEWENTRANCES 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 THATMATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THEINTRODUCTION 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 CITYSTREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC ORPRIVATE 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 THEDEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALLNOT 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 THECITY EROSION CONTROL INSPECTOR.LOADING AND UNLOADING OPERATIONS36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVEREDTO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TODISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY.OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIALDURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIMDRAINAGE WAYS.38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITHSTORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPTON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACTWITH 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 OROTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIMSTORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS.VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS ANDFUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATERSTRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIESCLOSE.SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALLLAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TOADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESEPRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITYINSPECTORS.CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OFUSE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATERSTRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED ANDPROTECTED 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 ARENOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT ANEXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORTCOLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATEDASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE.CONCRETE SAW CUTTING MATERIALS44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAWCUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT ANDSCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL.WASTE MATERIALS STORAGE AND SANITARY FACILITIES45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT ORINTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULDBE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TOREDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICEGOOD 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 TOPREVENT 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 AREAS47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NOWAY 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 EMERGENCYRESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFFDISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BEPROVIDED 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 BELOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES.FINAL STABILIZATION AND PROJECT COMPLETION49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPONCOMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTYRESPONSIBLE 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 PLANSWITHIN 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 INSECTIONS 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 RATEAS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDINGON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BECONDUCTED 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 ADEQUATELYAPPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVEWEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1VSHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING ASEASON WHEN SEEDING DOESNOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONGWITH, 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 SEVENTYPERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINSSTORMWATER 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 BEENOBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED ORREMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALLSEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSIONCONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTERFINAL STABILIZATION IS ACHIEVED.58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROWUNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROLMEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BERETURNED TO THE APPROPRIATE PARTIES. LOT 6PROSPECT PARKEAST P.U.D.LOT 4 PROSPECTPARK EAST P.U.D.TRACT "A"PROSPECT PARKEAST P.U.D.LOT 5PROSPECT PARK EAST P.U.D.2601 E. PROSPECTROADOWNER: MAX WEST INC.REMOVE EXISTING CURBREMOVE EXISTING TREES (TYP.)(SEE NOTE 5)PROTECT EXISTING TREE(TYP.) (SEE NOTE 6)PROTECT EXISTING TREE (TYP.)(SEE NOTE 6)REMOVE EXISTING TREE (TYP.)(SEE NOTE 5)REMOVE EXISTING TREE (TYP.)(SEE NOTE 5)PROTECT EXISTING TREE (TYP.)(SEE NOTE 6)REMOVE EXISTING TREES (TYP.)(SEE NOTE 5)E. PROSPECT ROADSHARP POINT DR.EXISTING BUILDINGEXISTING SIDEWALK TO REMAINREMOVE EXISTING TREE (TYP.)(SEE NOTE 5)EXISTING CURBEXISTING CURB & GUTTEREXISTING SIDEWALK TO REMAINEXISTING SIDEWALKEXISTING STRIPINGLOT LINELOT LINELOT LINELOT LINEEXISTING LAKE/PONDEXISTING ELECTRICEXISTING HYDRANTEXISTING HYDRANTEXISTING HYDRANT8' UTILITY EASEMENT25' PEDESTRIAN & ACCESS EASEMENTBOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 245650' PEDESTRIAN & ACCESSEASEMENT BOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 2456ACCESS EASEMENTREC. NO. 20150005330CITY OF FORT COLLINS FIBERCITY OF FORTCOLLINS ELECTRICCITY OF FORT COLLINS ELECTRICCITY OF FORTCOLLINS ELECTRICCITY OF FORTCOLLINS FIBERCITY OF FORT COLLINS FIBER20' UTILITY & DRAINAGE EASEMENTBOOK: 2296, PAGE: 2456COMCAST TELEXCEL GASADVANCED ENERGYMONUMENT SIGN TOBE REMOVEDEXISTING CONCRETE PADTO BE REMOVEDEXISTING ASPHALTEXISTING GRAVELEXISTING CURB CUTPROTECT EXISTING FENCED INELECTRICAL TRANSFORMERREMOVE EXISTING TREE (TYP.)(SEE NOTE 5)EXISTING 6" WATEREXISTING 8" SANITARY SEWEREXISTING FENCINGGRAVEL ACCESS ROADEXISTING 42" SANITARY SEWEREXISTING 12" WATEREXISTING SIGNS TO REMAINPROTECT EXISTING TREE(TYP.) (SEE NOTE 6)PROTECT EXISTING TREE(TYP.) (SEE NOTE 6)EXISTING 6" WATERSMH29RIM-4900.83INV N=4889.17 (42" RCP)INV NE=4894.12 (6" PVC)INV SE=4894.23 (6" PVC)INV S=4889.16 (42" RCP)SMH30RIM-4903.89INV N=4893.25 (8" PVC)INV E=4893.44 (8" PVC)INV S=4893.24 (8" PVC)SMH 104900.22=RIM(COULD NOT BE OPENED)EXISTING PRIMARY ELECTRIC LINE FORLOT 6 TO BE RELOCATED ONTO LOT 6BY THE CITY OF FORT COLLINS54' ROW100' ROWPOUDRE RIVER 100-YR FLOODPLAINPOUDRE RIVER 100-YR FLOODWAYPOUDRE RIVER 500-YR FLOODPLAINLIMITS OF DISTURBANCELIMITS OF DISTURBANCEREMOVE EXISTINGCURB & GUTTERTOP OF BANKEDGE OF PONDREMOVE EXISTINGSIDEWALKPROTECT EXISTINGELECTRIC EQUIPMENTSECTION LINEEXISTING SIDEWALK TO REMAIN15' UTILITY EASEMENTBOOK: 2296 PAGE: 2456REMOVE SECTIONOF EXISTING SIDEWALKFOR UTILITY INSTALLATIONABANDON EXISTING SANITARY SERVICESTUB FOR LOT 5 PER CITY STANDARDSFLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4904 (NAVD 88)REMOVE & REPLACE EXISTING ASPHALTREMOVE EXISTING SIDEWALKREMOVE EXISTING CURB & GUTTERREMOVE EXISTING CURB & GUTTERREMOVE & REPLACE EXISTING ASPHALTREMOVE EXISTING SIDEWALKSAWCUT EXISTING PAVEMENTSAWCUT EXISTING PAVEMENTREMOVE EXISTING TREES (TYP.)(SEE NOTE 5)FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4,900.0 (NAVD 88)FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4901.0 (NAVD 88)FLOODPLAIN CROSS-SECTION #208567100-YR FLOOD ELEV. 4,900.0 (NAVD 88)LEGENDLOT LINE / PROPERTY BOUNDARYRIGHT OF WAYEASEMENTCENTERLINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURLIMITS OF DISTURBANCEREMOVE EXISTING CURBSAWCUT LINEREMOVE EXISTING UTILITY LINEREMOVE EXISTING TREENOTES1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC ANDPRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDINGTO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OFSUCH INFORMATION. EXISTING UTILITY MAINS ANDSERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATEDON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFYEXACT UTILITY LOCATIONS.2.THE CONTRACTOR SHALL PROTECT ALL EXISTINGFEATURES THAT ARE NOT TO BE REMOVED ADJACENT TOTHE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,PAVEMENT, PRIVATE FENCES, ABOVE GROUND ORUNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALLBE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCURTO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY ORFEATURE AS A RESULT OF THE CONSTRUCTION PROCESSFOR THIS PROJECT.3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THENEAREST JOINT.4.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTIONITEMS IMPACTING ADJACENT PROPERTIES WITH THEPROPERTY OWNERS PRIOR TO BEGINNING ANYCONSTRUCTION ACTIVITIES.5.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALLEXISTING TREES AND OTHER PLANTINGS SHOWN ON THISDEMOLITION PLAN WITH THE LANDSCAPE DRAWINGS. TREEREMOVAL SHALL BE BY A BUSINESS HOLDING A CURRENTCITY OF FORT COLLINS ARBORIST LICENSE AND ON THECITY BID LIST. A FREE PERMIT MUST BE OBTAINED FROMTHE CITY FORESTER BEFORE TREES ARE REMOVED.6.REFER TO SHEET C0.01 FOR CITY OF FORT COLLINS TREEPROTECTION NOTES. REFER TO LANDSCAPE PLANS FORTHE TREE MITIGATION TABLE AND TREE PROTECTIONDETAILS.7.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITIONAND/OR RELOCATION ITEMS WITH THE APPROPRIATEUTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITEDEMOLITION.8.CONTRACTOR SHALL LOCATE (HORIZONTAL AND VERTICAL)EXISTING UTILITIES ALONG SHARP POINT DRIVE PRIOR TOCONSTRUCTION.1.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMAREGULATED, 100-YEAR AND 500-YEAR POUDRE RIVERFLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAINMUST COMPLY WITH THE SAFETY REGULATIONS OFCHAPTER 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, PARKINGLOTS, UTILITY WORK, FLOOD CONTROL CHANNELS,SIDEWALK OR CURB & GUTTER INSTALLATION /REPLACEMENT, LANDSCAPING, ETC.) MUST BE PRECEDEDBY AN APPROVED FLOODPLAIN USE PERMIT, THEAPPROPRIATE PERMIT APPLICATION FEES, AND APPROVEDPLANS.3.AN APPROVED FEMA ELEVATION CERTIFICATE COMPLETEDBY A LICENSED SURVEYOR OR CIVIL ENGINEER AND AFLOODPROOFING CERTIFICATE SHOWING THAT THEBUILDING IS CONSTRUCTED/FLOODPROOFED TO THEREQUIRED ELEVATION IS REQUIRED POST-CONSTRUCTIONPRIOR TO A CERTIFICATE OF OCCUPANCY (CO) BEINGISSUED. PLEASE NOTE: IF ANY PART OF THE BUILDING ISWITHIN THE FLOODPLAIN BOUNDARY, THEN THE ENTIRESTRUCTURE IS CONSIDERED IN THE FLOODPLAIN AND THEENTIRE BUILDING ENVELOPE MUST MEET THEREQUIREMENTS OF ELEVATING OR FLOODPROOFING TOTHE RFPE.4.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLEMATERIALS WHETHER PERMANENT OR TEMPORARY ISPROHIBITED IN THE 100-YEAR FLOODPLAIN. ALL FLOATABLEMATERIALS, MUST BE STORED INSIDE A BUILDING, BEANCHORED PER AN APPROVED ENGINEERED DESIGN, OR BELOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN. NOOVERNIGHT PARKING OF VEHICLES IS ALLOWED.5.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUSMATERIALS, AND GOVERNMENT SERVICES CRITICALFACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN.AT-RISK POPULATION FACILITIES INCLUDE AFTER SCHOOLPROGRAMS/DAY CAMPS FOR K-12, ETC).6.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACEPATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKINGAREAS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISECONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE.ANY CONSTRUCTION ACTIVITIES IN THE REGULATORYFLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATIONPREPARED BY A PROFESSIONAL ENGINEER LICENSED INCOLORADO.FLOODPLAIN NOTESREMOVE EXISTING ASPHALTREMOVE EXISTING CONCRETE030'60'SCALE: 1" = 30'15'NORTH 7/27/2023 3:12:43 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C1.00 - EXISTING CONDITIONS & REMOVALS PLAN.DWGC1.00 - EXISTING CONDITIONS & REMOVALS PLAN--------AA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:C1.00EXISTING CONDITIONS &REMOVALS PLAN E. PROSPECT ROADSHARP POINT DR.EXISTING BUILDINGPROPOSEDBUILDING126' SIDEWALKPROPERTY CORNERN:1450148.56E:3130937.10TRASH ENCLOSURELOT 6PROSPECT PARKEAST P.U.D.LOT 4PROSPECT PARKEAST P.U.D.TRACT "A"PROSPECT PARKEAST P.U.D.LOT 5 PROSPECT PARKEAST P.U.D.PROPERTYBOUNDARY (TYP.)54'R.O.W.121314126' SIDEWALK1.5' CURB &GUTTER1.5' CURB &GUTTER1.5' FLUSH C&GAT ENTRANCE24'24'24'24'24'(TYP.)9'17' (TYP.)1.5' CURB &GUTTERBIKE RACKS5' SIDEWALKSIDEWALK (WIDTH VARIES)FIRE RISER ROOM AND FIRE DEPARTMENT CONNECTIONELECTRICALTRANSFORMERAND PAD7' SIDEWALK20' EMERGENCY ACCESSSWALE99 LF4" SOLID WHITESTRIPING4" SOLID WHITESTRIPING (TYP.)ADA WHITESTRIPING (TYP.)4'8'ADA SIGNAGE (TYP.)12' SIDEWALKDIAGONAL WHITESTRIPING 2' O.C. (TYP.)6" CURBSTRUCTURAL RETAINING WALLSEE STRUCTURAL PLANS9' (TYP.)9' (TYP.)9' (TYP.)17' (TYP.)19' (TYP.)19' (TYP.)9' (TYP.)17' (TYP.)SWALESWALEPROPERTY CORNERN:1450102.13E:3131430.63PROPERTY CORNERN:1450087.23E:3131444.23PROPERTY CORNERN:1449890.85E:3131444.75PROPERTY CORNERN:1449939.30E:3130929.85STORM OUTFALLRIPRAPBUILDING OVERHANG8' UTILITY EASEMENT25' PEDESTRIAN & ACCESS EASEMENTBOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 245650' PEDESTRIAN & ACCESSEASEMENT BOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 2456ACCESS EASEMENTREC. NO. 2015000533012.16'12.02'12.15'25.98'50.77'4.54'6" CONCRETEBAND (TYP.)6" CONCRETEBAND (TYP.)C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29L1L2 L3L4 L5L6L7 L8L9L10L11L12L13L14L15L16 L17L18L19L20L21L22L23L24L25L265' SIDEWALKBIKE RACKS20' EMERGENCYACCESS EASEMENTEDGE OFPAVEMENTTOP OF BANKEDGE OF POND4' SIDEWALK2' CURB CUT24' EMERGENCYACCESS EASEMENTFLOODPLAIN CROSS SECTION "BI"SITE LIGHTING (TYP.)SITE LIGHTING (TYP.)SWALEREMOVABLE BOLLARD (TYP.)20' CURB OPENING FOREMERGENCY ACCESS2.5' CURB & GUTTER2.5' CURB & GUTTER4' SIDEWALK11' SIDEWALKEDGE OF PAVEMENTELEC. CHARGING STALLS(REFER TO DETAILS FORSTRIPING AND SIGNAGE, TYP.)FLOODPLAIN BFEADDITIONAL UTILITY EASEMENTWIDTH VARIES10' DRAINAGEEASEMENTEDGE OF PAVEMENT2.5' CURB & GUTTERSWALEPOUDRE RIVER 100-YR FLOODWAYPOUDRE RIVER 500-YR FLOODPLAINFLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4901 (NAVD 88)POUDRE RIVER 100-YR FLOODPLAIN100' ROWLine TableLINEL1L2L3L4L5L6L7L8L9L10LENGTH5.68'14.48'3.96'45.53'30.80'16.71'13.99'117.00'15.00'15.00'BEARINGS01°23'44.12"WS28°16'51.02"WS24°51'28.93"ES05°22'29.50"WS39°37'30.50"ES84°44'09.72"ES05°22'29.50"WS84°44'09.72"EN05°22'29.50"ES84°44'09.72"ELine TableLINEL11L12L13L14L15L16L17L18L19L20LENGTH117.00'15.00'17.88'126.00'14.01'3.55'13.38'10.64'18.00'32.83'BEARINGN05°22'29.50"EN84°44'09.72"WN05°22'29.50"EN84°44'09.72"WS05°22'29.50"WN84°44'09.72"WN24°51'28.93"WN01°23'44.12"EN84°44'09.72"WS84°44'09.72"ELine TableLINEL21L22L23L24L25L26LENGTH18.00'32.83'32.83'18.00'32.83'18.00'BEARINGN84°44'09.72"WS84°44'09.72"ES84°44'09.72"EN84°44'09.72"WS84°44'09.72"EN84°44'09.72"WCurve TableCURVEC1C2C3C4C5C6C7C8C9C10DELTA80°17'31"17°26'15"44°19'22"30°13'58"45°00'00"45°06'39"90°06'39"89°53'21"90°06'39"89°53'21"RADIUS25.00'87.00'5.00'85.50'2.00'2.00'3.00'2.00'2.00'3.00'LENGTH35.03'26.48'3.87'45.12'1.57'1.57'4.72'3.14'3.15'4.71'BEARINGS38°45'02"ES07°19'23"ES06°07'10"WS09°44'30"ES17°07'31"ES62°10'50"ES39°40'50"EN50°19'10"EN39°40'50"WS50°19'10"WCHORD32.24'26.38'3.77'44.59'1.53'1.53'4.25'2.83'2.83'4.24'Curve TableCURVEC11C12C13C14C15C16C17C18C19C20DELTA59°52'41"26°15'13"100°00'00"112°01'28"67°58'32"67°58'32"112°01'28"112°01'28"67°58'32"67°58'32"RADIUS3.00'63.00'10.00'2.00'10.00'10.00'2.00'2.00'10.00'10.00'LENGTH3.14'28.87'17.45'3.91'11.86'11.86'3.91'3.91'11.86'11.86'BEARINGN54°47'49"WN11°43'52"WN51°23'44"ES28°43'26"ES61°16'34"WN50°44'53"WN39°15'07"ES28°43'26"ES61°16'34"WN50°44'53"WCHORD2.99'28.62'15.32'3.32'11.18'11.18'3.32'3.32'11.18'11.18'Curve TableCURVEC21C22C23C24C25C26C27C28C29DELTA112°01'28"67°58'32"112°01'28"112°01'28"67°58'32"67°58'32"112°01'28"112°01'28"67°58'32"RADIUS2.00'10.00'2.00'2.00'10.00'10.00'2.00'2.00'10.00'LENGTH3.91'11.86'3.91'3.91'11.86'11.86'3.91'3.91'11.86'BEARINGN39°15'07"EN50°44'53"WN39°15'07"ES28°43'26"ES61°16'34"WN50°44'53"WN39°15'07"ES28°43'26"ES61°16'34"WCHORD3.32'11.18'3.32'3.32'11.18'11.18'3.32'3.32'11.18'7/27/2023 3:12:54 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWGC2.00 - HORIZONTAL CONTROL PLAN--------LEGENDPROPOSED BUILDINGCATCH CURB & GUTTERSIDEWALK / TRAILPROPERTY LINERIGHT OF WAYSECTION LINEGENERAL NOTES1.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTIONITEMS IMPACTING ADJACENT PROPERTIES WITH THEPROPERTY OWNERS PRIOR TO BEGINNING ANYCONSTRUCTION ACTIVITIES.2.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.LAYOUT AND DIMENSION INFORMATION SHOWNREPRESENTS OUTSIDE FACE OF WALL AS PROVIDED BY THEARCHITECT AND IS SHOWN FOR INFORMATION ONLY. REFERTO THE ARCHITECTURAL PLANS FOR COMPLETE GRID LINEINFORMATION.3.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH,THE APPROVED LANDSCAPE PLANS FOR ALL LANDSCAPEAND SITE FEATURES SUCH AS SEAT WALLS, FURNITURE,PLAZA LAYOUT, SEEDING/SOD, LANDSCAPE ROCK ANDMULCH, ETC.4.ALL DIMENSIONS AND LINE AND CURVE INFORMATION AREMEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENTUNLESS OTHERWISE NOTED.5.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADEPREPARATION, DESIGN AND RECOMMENDATIONS.6.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUMTHICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALLBE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.7.ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOTDESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHTDUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICALREPORT AND PAVEMENT SECTION DETAILS FOR MOREINFORMATION.8.FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESSEASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENTSECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLEUNLESS OTHERWISE NOTED. SEE PAVEMENT SECTIONDETAILS.UTILITY EASEMENTACCESS EASEMENTASPHALT PAVEMENTCONCRETE PAVEMENTPERMEABLE PAVERS1.THE FIRST FLOOR OF THE PROPOSED COMMERCIALBUILDING IS BEING ELEVATED A MINIMUM OF 24-INCHESABOVE THE BASE FLOOD ELEVATION OR FLOOD PROOFED.REFER TO ARCHITECTURAL PLANS FOR FLOOD PROOFINGDETAILS AND SPECIFICATIONS. ALL FLOOD PROOFINGMEASURES SHALL ADHERE TO SECTION 10-38 OF CITY CODEAND THE REQUIREMENTS SET FORTH WITHIN THE CITY'S"FLOODPROOFING GUIDELINES". A FLOOD PROOFINGCERTIFICATE WILL BE REQUIRED PRIOR TO THE ISSUANCEOF A CERTIFICATE OF OCCUPANCY.2.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS ASSHOWN ON THIS DRAWING ARE PER VERTICAL CONTROLDATUM NAVD 88.3.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMAREGULATED, 100-YEAR AND 500-YEAR POUDRE RIVERFLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAINMUST COMPLY WITH THE SAFETY REGULATIONS OFCHAPTER 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, PARKINGLOTS, UTILITY WORK, FLOOD CONTROL CHANNELS,SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT,LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVEDFLOODPLAIN USE PERMIT, THE APPROPRIATE PERMITAPPLICATION FEES, AND APPROVED PLANS.5.AN APPROVED FEMA ELEVATION CERTIFICATE COMPLETEDBY A LICENSED SURVEYOR OR CIVIL ENGINEER AND AFLOODPROOFING CERTIFICATE SHOWING THAT THEBUILDING IS CONSTRUCTED/FLOODPROOFED TO THEREQUIRED ELEVATION IS REQUIRED POST-CONSTRUCTIONPRIOR TO A CERTIFICATE OF OCCUPANCY (CO) BEINGISSUED. PLEASE NOTE: IF ANY PART OF THE BUILDING ISWITHIN THE FLOODPLAIN BOUNDARY, THEN THE ENTIRESTRUCTURE IS CONSIDERED IN THE FLOODPLAIN AND THEENTIRE BUILDING ENVELOPE MUST MEET THEREQUIREMENTS OF ELEVATING OR FLOODPROOFING TO THERFPE.6.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLEMATERIALS WHETHER PERMANENT OR TEMPORARY ISPROHIBITED IN THE 100-YEAR FLOODPLAIN. ALL FLOATABLEMATERIALS, MUST BE STORED INSIDE A BUILDING, BEANCHORED PER AN APPROVED ENGINEERED DESIGN, OR BELOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN. NOOVERNIGHT PARKING OF VEHICLES IS ALLOWED.7.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUSMATERIALS, AND GOVERNMENT SERVICES CRITICALFACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN.AT-RISK POPULATION FACILITIES INCLUDE AFTER SCHOOLPROGRAMS/DAY CAMPS FOR K-12, ETC).8.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACEPATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKINGAREAS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISECONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE.ANY CONSTRUCTION ACTIVITIES IN THE REGULATORYFLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATIONPREPARED BY A PROFESSIONAL ENGINEER LICENSED INCOLORADO.FLOODPLAIN NOTESAA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:C2.00HORIZONTAL CONTROL PLAN030'60'SCALE: 1" = 30'15'NORTH E. PROSPECT ROADSHARP POINT DR.EXISTING BUILDINGPROPOSEDBUILDINGLOT 6PROSPECT PARKEAST P.U.D.LOT 4PROSPECT PARKEAST P.U.D.LOT 5 PROSPECT PARKEAST P.U.D.50' PEDESTIRAN& ACCESS EASEMENT15' UTILITY EASEMENTEXISTING ELECTRIC(CITY OF FORT COLLINS )EXISTING ELECTRIC(CITY OF FORT COLLINS )EXISTING GAS(XCEL)EXISTING 42" SANITARY(CITY OF FORT COLLINS)15' UTILITY EASEMENT15' UTILITY EASEMENTEXISTING 8" WATEREXISTING ELECTRIC(CITY OF FORT COLLINS )SMH 294900.83=RIM4894.16=8" PVC INV. (SE)4894.15=4" PVC INV. (NE)4889.55=42" RCP INV. (S)4889.11=42" RCP INV. (N)SMH 304903.89=RIM4893.43=8" PVC INV. (E)4893.24=42" PVC INV. (S)4893.23=8" PVC INV. (N)EX MHRIM: 4900.22(COULD NOT OPEN)25' PEDESTRIAN& ACCESS EASEMENT8' UTILITY EASEMENTACCESS EASEMENT(WIDTH VARIES)CONNECT TO EXISTING42" SANITARY SEWERSANITARY SERVICECONNECTIONSPROPOSED2" WATER SERVICEPROPOSED6" FIRE SERVICE2" DOMESTIC SERVICE TAPW/ 39 LF 2" COPPER DOMESTICSERVICE LINE TO METERCONNECT TO EXISTING 8" WATER8" X 6" WET-TAP6" GATE VALVE (W)2" WATER METERPROPOSEDTRANSFORMERPROPOSEDSTORM LINESEE SHEET C3.11FIRE RISER ROOMEXISTING CTV LINE(COMCAST)OUTFALL RIPRAPSTORM OUTFALLPROPOSEDSTORM LINESEE SHEET C3.10PROPOSEDGREASE INTERCEPTOR90 LF 4" SANITARYSERVICE41 LF 4" SANITARY SERVICE170 LF 6" SANITARYSERVICEPERMEABLE PAVER SYSTEMWITHIN PARKING STALLS (TYP.)PAVER SYSTEMUNDERDRAINPAVER SYSTEMUNDERDRAINCURB INLETPROPOSEDSTORM LINESEE SHEET C3.10STRUCTURALRETAINING WALLEXISTING HYDRANTEXISTING HYDRANTEXISTING HYDRANTEXISTING STREET LIGHTEXISTING STREET LIGHTEXISTING STREET LIGHTEXISTING STREET LIGHTEXISTING STREET LIGHTPROPOSED LIGHTING (TYP.)EXISTING ELECTRICAL EQUIPMENTTO REMAINEXISTING ELECTRICAL EQUIPMENTTO REMAINRELOCATED PRIMARY ELECTRIC LINEFOR LOT 6 BY THE CITY OF FORT COLLINSROOF DRAIN (TYP.)TOP OF BANKEDGE OF POND1" IRRIGATION TAP W/ 6 LF 1" COPPERSERVICE LINE TO METER(SEE IRRIGATION PLANS FORCONTINUATION OF IRRIGATION LINES)1" IRRIGATION METER8" CULVERT UNDERSIDEWALKPROPOSED LIGHTING (TYP.)27 LF 4" SANITARY SERVICEFIRE DEPARTMENT CONNECTIONEV CHARGER (TYP.)FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4,900.0 (NAVD 88)FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4904 (NAVD 88)FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4901 (NAVD 88)FLOODPLAIN CROSS-SECTION #208567PROPOSED GAS SERVICEELECTRICAL EQUIPMENTAND METERCURB INLETPROPOSED ADDITIONAL UTILITYEASEMENT (WIDTH VARIES)10' DRAINAGEEASEMENTPOUDRE RIVER 100-YR FLOODWAY100-YR FLOOD ELEV. 4,900.0 (NAVD 88)POUDRE RIVER 100-YR FLOODPLAINPOUDRE RIVER 500-YR FLOODPLAIN030'60'SCALE: 1" = 30'15'NORTH 7/27/2023 3:13:05 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C3.00 - UTILITY PLAN.DWGC3.00 - UTILITY PLAN --------LEGEND1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THEFIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTORSHALL CONTACT THE ENGINEER.2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC ANDPRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDINGTO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OFSUCH INFORMATION. EXISTING UTILITY MAINS ANDSERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATEDON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC ANDPRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATIONS.3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSEPROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THECONTRACTOR SHALL COORDINATE WITH ALL UTILITYPROVIDERS PRIOR TO AND DURING CONSTRUCTION TOMINIMIZE SERVICE INTERRUPTIONS TO SURROUNDINGBUILDINGS OR PROPERTIES.4.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITYLATERALS 5' OUTSIDE OF BUILDING UNLESS NOTEDOTHERWISE. EXACT LOCATIONS (HORIZONTAL ANDVERTICAL) OF ALL UTILITY CONNECTIONS INTO THEPROPOSED BUILDING SHALL BE COORDINATED WITHAPPROVED ARCHITECTURAL DRAWINGS.5.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALLCONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.6.WATER AND SEWER SERVICE PROVIDED BY THE CITY OFFORT COLLINS. ALL WATER AND SEWER CONSTRUCTIONSHALL BE PER CITY STANDARD CONSTRUCTIONSPECIFICATIONS, LATEST EDITION.7.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE4.5'. MAXIMUM COVER SHALL BE 5.5'.8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUMSEPARATION BETWEEN ALL SANITARY SEWER & WATERMAINS & SERVICES.9.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLYREPRESENTED AND ARE NOT TO SCALE.10.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.11.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATERSERVICES UP TO 1-1/2" SHALL BE TYPE K COPPER.12.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITIONAND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITYPROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.CABLE TV LINEELECTRIC LINEOVERHEAD ELECTRIC LINEFIBER OPTIC LINEGAS LINEIRRIGATION LINESANITARY SERVICEFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM PIPERIP RAPTELEPHONE LINEOVERHEAD TELEPHONE LINEFIRE HYDRANTFIRELINEWATER SERVICEWATER METERDRY UTILITY CONDUITGATE VALVEFIBER, GAS, ELEC., TELE PEDESTALNOTESAA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:UTILITY PLANC3.00 SHARP POINT DR.PROPOSED BUILDINGFFE = 4903.50 (NORTH)FFE = 4899.00 (GYM / SOUTH)LOT 4PROSPECT PARKEAST P.U.D.LOT 5 PROSPECT PARKEAST P.U.D.GRASS SWALEGRASS SWALEGRASS SWALEGRASS SWALEEXISTINGLAKE/PONDPAVER SYSTEM PERFRORATEDUNDERDRAIN (TYP.)PERMEABLEPAVERS (TYP.)STRUCTURALRETAINING WALLSTORM SEWERSEE SHEET C3.112' CURB CUT9+7510+0011+0012+00 13+0014+0015+0016+0016+50MH A3STA 12+82.08N: 1450057.21E: 3131431.31DRAIN BASIN A5W/ GRATESTA 15+09.91N: 1450088.27E: 3131207.34DRAIN BASIN A6W/ GRATESTA 16+19.06N: 1450100.66E: 3131098.90MH A2STA 11+52.64N: 1449927.76E: 3131431.66FES ASTA 10+00.00N: 1449879.70E: 3131563.96129.4 LF 24" STORM20.5 LF 24" STORM109.1 LF 18" STORM207.3 LF 24" STORMDRAIN BASIN A4W/ GRATESTA 13+02.60N: 1450067.60E: 3131413.6367.7 LF 30"X19" STORMEDGE OF PONDTOP OF BANK8' UTILITY EASEMENT25' PEDESTRIAN & ACCESS EASEMENTBOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 245650' PEDESTRIAN & ACCESSEASEMENT BOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 2456CITY OF FORTCOLLINS ELECTRICCITY OF FORTCOLLINS ELECTRICCITY OF FORT COLLINS FIBERCOMCAST TELEXCEL GASEXISTING 8" SANITARY SEWEREXISTING42" SANITARY SEWEREXISTING 12" WATEREXISTING 6" WATER15' UTILITY EASEMENTBOOK: 2296 PAGE: 2456LIGHTING (TYP.)STA: 9+75.00N: 1449861.83E: 3131581.44BEGIN ALIGNMENTSTA: 16+50.00N: 1450102.11E: 3131067.99END ALIGNMENTROOF DRAINCONNECTION (TYP.)FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4901 (NAVD 88)85.0 LF 19"x30" STORMMH A1STA 10+67.65N: 1449928.05E: 3131516.64ADDITIONAL UTILITY EASEMENTWIDTH VARIES10' DRAINAGEEASEMENTPAVER SYSTEM PERFRORATEDUNDERDRAIN (TYP.)POUDRE RIVER 100-YR FLOODWAYSTORM LINE ASTA: 9+75.00 - STA: 16+50.00488548904895490049054910491548854890489549004905491049159+7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5067.7 LF 19"x30" HERCP @ 0.30%129.4 LF 24" HDPE @ 0.30%20.5 LF 24" HDPE @ 0.30%109.1 LF 18" HDPE @ 0.60%PROPOSED GRADEEXISTING GROUNDMH A2 STA: 11+52.64 RIM 4900.2± INV. IN 4894.91 (SW) INV. IN 4894.87 (N) INV. OUT 4893.46 (E) MH A3 STA: 12+82.08 RIM 4901.3± INV. IN 4895.26 (NW) INV. OUT 4895.26 (S) DRAIN BASIN A5STA: 15+09.91GRATE 4901.0±INV. IN 4895.95 (W)INV. OUT 4895.95 (E)DRAIN BASIN A6STA: 16+19.06GRATE 4900.7±INV. IN 4898.52 (S)INV. OUT 4896.61 (E) FES A STA: 10+00.00 INV. 4893.00207.3 LF 24" HDPE @ 0.30%DRAIN BASIN A4 STA: 13+02.60 GRATE 4899.9± INV. IN 4895.32 (W) INV. OUT 4895.32 (SE)POTENTIAL WATER LOWERINGTO BE DETERMINED W/ POTHOLINGSTA: 12+24.22 T.O.P.= 4893.48 6" FIRE SERVICE STA: 12+19.29 T.O.P.= 4893.45 2" WATER SERVICE STA: 11+05.11 T.O.P.= 4896.2± (TO BE POTHOLED) EX. 12" WATER5' SUMP FOR PLACEMENTOF SNOUT (SEE NOTE 13)18" MIN.MH A1 STA: 10+67.65 RIM 4896.6± INV. IN 4893.20 (W) INV. OUT 4893.20 (SE)85.0 LF 19"x30" HERCP @ 0.30%STA: 14+31.70T.O.P.= 4894.14GAS SERVICE 18" MIN.EXISTING CTV, FIBER, ELECTRICAND GAS LINE CROSSINGSTO BE POTHOLED030'60'SCALE: 1" = 30'15'NORTH 7/27/2023 3:13:19 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C3.10 - STORM SEWER P&P.DWGC3.10 - STORM SEWER P&P --------AA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:ELECTRIC LINEGAS LINESANITARY SERVICESANITARY SERVICE CLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM OUTLET STRUCTURESTORM PIPERIP RAPWATER SERVICEWATER METERDSLEGENDNOTES1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEERDOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THECONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITYCOMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANYCONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURESTHAT ARE NOT TO BE REMOVED ADJACENT TO THECONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,PAVEMENT, PRIVATE FENCES, ABOVE GROUND ORUNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUNDFOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THECONSTRUCTION PROCESS FOR THIS PROJECT.3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO ANDDURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONSTO SURROUNDING BUILDINGS OR PROPERTIES.4.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITIONAND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITYPROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTYOWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORKPERMIT FROM THE TOWN OF WINDSOR SHALL BE OBTAINED FORCONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY.6.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELDCONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALLCONTACT THE ENGINEER.7.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITYLATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE.EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITYCONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BECOORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.8.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STORM DRAINAGE CRITERIA.9.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUMSEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHERSTORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARYSHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THECROSSING.10.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENTSTRUCTURES AND INCLUDE LAY LENGTH OF FLARED ENDSECTIONS UNLESS OTHERWISE NOTED.11.STORM SEWER MAINS SHOWN ON THESE DRAWINGS ASREINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCPUNLESS OTHERWISE NOTED. STORM SEWER MAINS OR ROOFDRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE) SHALLBE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHTJOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE.12.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDINGROOF LEADERS OF DISSIMILAR SIZES AND/OR MATERIALS SHALLBE MADE USING APPROPRIATE REDUCERS AND/OR COUPLINGS.PROVIDE CLEANOUTS AT ALL CONNECTIONS TO ROOF DRAINLATERALS.13.MH A1 SHALL BE CONSTRUCTED WITH A SNOUT (MODEL 30R) AND5' SUMP FROM THE INVERT OUT OF THE MANHOLE.14.ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPESTORM PIPING SHALL BE CONNECTED TO THE FLARED ENDSECTION USING A MARMAC CONSTRUCTION PRODUCTSDISSIMILAR PIPE MATERIAL COUPLER (OR APPROVED EQUAL)AND THEN A CONCRETE COLLAR SHALL BE PLACED AROUND THEJOINT.15.COORDINATE STORM SEWER CONSTRUCTION ADJACENT TOSTRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPEPENETRATIONS AND FOOTINGS.16.STORM SEWER SHOWN ON THESE PLANS TO BE OWNED ANDMAINTAINED PRIVATELY PER STANDARD OPERATINGPROCEDURES.C3.10STORM SEWER PLAN &PROFILE SHARP POINT DR.PROPOSED BUILDINGFFE = 4903.50 (NORTH)FFE = 4899.00 (GYM / SOUTH)LOT 4PROSPECT PARKEAST P.U.D.LOT 5 PROSPECT PARKEAST P.U.D.GRASS SWALEGRASS SWALEGRASS SWALEGRASS SWALEEXISTINGLAKE/PONDPAVER SYSTEM PERFRORATEDUNDERDRAIN (TYP.)PERMEABLEPAVERS (TYP.)STRUCTURALRETAINING WALL2' CURB CUT8" CO A2.5STA 14+74.83N: 1449944.68E: 3130971.24MH A2.1STA 11+52.64N: 1449907.33E: 3131421.16INLET A2.4STA 16+02.89N: 1449932.96E: 3131096.01MH A2.2STA 11+07.83N: 1449907.67E: 3131336.3023.0 LF 15" STORM125.3 LF 6" STORMMH A2STA 10+00.00N: 1449927.76E: 3131431.66STORM SEWER(SEE SHEET C3.10)198.2 LF 15" STORM84.9 LF 15" STORMEDGE OF PONDTOP OF BANK8' UTILITY EASEMENT25' PEDESTRIAN & ACCESS EASEMENTBOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 245650' PEDESTRIAN & ACCESSEASEMENT BOOK: 2296 PAGE: 245615' UTILITY EASEMENTBOOK: 2296 PAGE: 2456CITY OF FORTCOLLINS ELECTRICCITY OF FORTCOLLINS ELECTRICCITY OF FORT COLLINS FIBERCOMCAST TELEXCEL GASEXISTING 8" SANITARY SEWEREXISTING42" SANITARY SEWEREXISTING 12" WATEREXISTING 6" WATER15' UTILITY EASEMENTBOOK: 2296 PAGE: 2456LIGHTING (TYP.)ROOF DRAINCONNECTION (TYP.)STA: 15+00.00N: 1449947.04E: 3130946.18END ALIGNMENTSTA: 9+75.00N: 1449950.00E: 3131443.08BEGIN ALIGNMENT9+ 7 5 10 + 0 011+0012+0013+0014+0015+00FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4901 (NAVD 88)43.4 LF 15" STORMINLET A2.3STA 13+06.06N: 1449926.42E: 3131138.96INLET A2.1STA 10+08.31N: 1449916.35E: 3131435.698.8 LF 6" HDPE @ 6.50%ADDITIONAL UTILITY EASEMENTWIDTH VARIES10' DRAINAGEEASEMENTPAVER SYSTEM PERFRORATEDUNDERDRAIN (TYP.)POUDRE RIVER 100-YR FLOODWAYSTORM LINE A2STA: 9+75.00 - STA: 15+25.00488548904895490049054910491548854890489549004905491049159+7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+2523.0 LF 15" HDPE @ 0.30%84.9 LF 15" HDPE @ 0.30%198.2 LF 15" HDPE @ 0.30%125.3 LF 6" HDPE @ 0.50%PROPOSED GRADEEXISTING GROUNDMH A2 STA: 10+00.00 RIM 4900.2± INV. IN 4894.91 (SW) INV. IN 4894.87 (N) INV. OUT 4893.46 (E) MH A2.1 STA: 10+22.97 RIM 4899.9± INV. IN 4894.97 (W) INV. OUT 4894.97 (NE) MH A2.2 STA: 11+07.83 RIM 4898.4± INV. IN 4895.23 (W) INV. OUT 4895.23 (E) INLET A2.4STA: 13+49.50INV. IN 4898.62 (W)INV. IN 4898.24 (N)INV. OUT 4895.95 (E)8" CO A2.5STA: 14+74.83INV. OUT 4899.25 (E)43.4 LF 15" HDPE @ 0.30%INLET A2.3 STA: 13+06.06 INV. IN 4895.82 (W) INV. OUT 4895.82 (E)030'60'SCALE: 1" = 30'15'NORTH 7/27/2023 3:13:22 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C3.10 - STORM SEWER P&P.DWGC3.10 - STORM SEWER P&P --------ELECTRIC LINEGAS LINESANITARY SERVICESANITARY SERVICE CLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM OUTLET STRUCTURESTORM PIPERIP RAPWATER SERVICEWATER METERDSLEGENDNOTES1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEERDOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THECONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITYCOMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANYCONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURESTHAT ARE NOT TO BE REMOVED ADJACENT TO THECONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,PAVEMENT, PRIVATE FENCES, ABOVE GROUND ORUNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUNDFOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THECONSTRUCTION PROCESS FOR THIS PROJECT.3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO ANDDURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONSTO SURROUNDING BUILDINGS OR PROPERTIES.4.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITIONAND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITYPROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTYOWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORKPERMIT FROM THE TOWN OF WINDSOR SHALL BE OBTAINED FORCONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY.6.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELDCONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THECONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALLCONTACT THE ENGINEER.7.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITYLATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE.EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITYCONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BECOORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.8.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORTCOLLINS STORM DRAINAGE CRITERIA.9.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUMSEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHERSTORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARYSHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THECROSSING.10.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENTSTRUCTURES AND INCLUDE LAY LENGTH OF FLARED ENDSECTIONS UNLESS OTHERWISE NOTED.11.STORM SEWER MAINS SHOWN ON THESE DRAWINGS ASREINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCPUNLESS OTHERWISE NOTED. STORM SEWER MAINS OR ROOFDRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE) SHALLBE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHTJOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE.12.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDINGROOF LEADERS OF DISSIMILAR SIZES AND/OR MATERIALS SHALLBE MADE USING APPROPRIATE REDUCERS AND/OR COUPLINGS.PROVIDE CLEANOUTS AT ALL CONNECTIONS TO ROOF DRAINLATERALS.13.MH A1 SHALL BE CONSTRUCTED WITH A SNOUT (MODEL 30R) AND5' SUMP FROM THE INVERT OUT OF THE MANHOLE.14.ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPESTORM PIPING SHALL BE CONNECTED TO THE FLARED ENDSECTION USING A MARMAC CONSTRUCTION PRODUCTSDISSIMILAR PIPE MATERIAL COUPLER (OR APPROVED EQUAL)AND THEN A CONCRETE COLLAR SHALL BE PLACED AROUND THEJOINT.15.COORDINATE STORM SEWER CONSTRUCTION ADJACENT TOSTRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPEPENETRATIONS AND FOOTINGS.16.STORM SEWER SHOWN ON THESE PLANS TO BE OWNED ANDMAINTAINED PRIVATELY PER STANDARD OPERATINGPROCEDURES.AA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:C3.11STORM SEWER PLAN &PROFILE E. PROSPECT ROADSHARP POINT DR.EXISTING BUILDINGPROPOSED BUILDINGFFE = 4903.50 (NORTH)FFE = 4899.00 (GYM / SOUTH)LOT 6PROSPECT PARKEAST P.U.D.LOT 4PROSPECT PARKEAST P.U.D.LOT 5 PROSPECT PARKEAST P.U.D.1.6%2.5%4.1%3.3%3.4%2.2%2.7%2.9%2.1%1.8%1.9%1.7%1.5%2.1%1.9%1.5% 1.5%1.8%2.1%1.9% 1.6%1.1%2.0%1.8%1.6%1.7%97.8397.910.01 LP0.540.090.660.750.760.912.182.482.422.161.68 LP1.9 52.162.391.361.601.681.841.761.53 1.751.671.441.531.921.803.163.203.043.043.163.202.672.792.863.563.683.2198.1498.3799.8699.2099.2899.571 . 3 3 2.962.972.812.801.04 LP99.86 LP98.96 LP96. 9 3 97 . 5 6 9 8 . 8 3 9 8 . 7 1 99.6999.7899.669 8 . 8 3 98.700.0099.893 . 0 03.503.503 . 5 03.503.503.433.403 . 5 03.503.503.503.503 . 5 03.213.173.1099.750.423.000.282 . 7 22.583.172.982.382.239 9 . 0 099.0099.0098.9298.8098.7199.0099.0099.0098.923.503.420.70 LP1.01 LP1.080.802.061.612.001.162.16GRASSSWALEGRASS SWALEGRASS SWALEGRASS SWALEEXISTINGLAKE/PONDSTORM SEWERSEE SHEET C3.10STORM SEWERSEE SHEET C3.10PAVER SYSTEM DRAIN (TYP.)PERMEABLEPAVERS (TYP.)2.6%2.8%2.3%2.6%2.6%1.9%1.7%2.5%2.9%99 . 7 7 99 . 6 6STRUCTURAL RETAINING WALL(SEE STRUCTURAL PLANS ANDSECTION ON THIS SHEET)ADA PARKINGSLOPES NOT TO EXCEED 2%IN ANY DIRECTIONSTORM SEWERSEE SHEET C3.112' CURBCUT3.503.429 8 . 8 0 POUDRE RIVER 100-YR FLOODWAYPOUDRE RIVER 500-YR FLOODPLAINLIMITS OF DISTURBANCELIMITS OF DISTURBANCE3.273.4 63.583.782 . 9 7 1. 5%4.2%MATCH EXISTING WALKMATCH EXISTING WALK2. 1 82.152.422.274.6%3.123.052.962.651.45EDGE OF POND2.8%2.5% 1 . 2 00.43FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4904 (NAVD 88)3.000.033.472.392.202.552.330. 9 20.820.0099.9499 . 7 899.70FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4,900.0 (NAVD 88)FLOODPLAIN BFE100-YEAR FLOOD ELEVATION -4901 (NAVD 88)FLOODPLAIN CROSS-SECTION #208567100-YR FLOOD ELEV. 4,900.0 (NAVD 88)POUDRE RIVER 100-YR FLOODPLAIN1.8%3.002.7%3.1%030'60'SCALE: 1" = 30'15'NORTH 7/27/2023 3:13:37 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C4.00 - GRADING & EROSION CONTROL PLAN.DWGC4.00 - GRADING & EROSION CONTROL PLAN--------SWALE FLOWLINEINLET PROTECTIONROCK SOCKRIPRAPCONCRETE WASHOUT AREASILT FENCESTABILIZED STAGING AREAVEHICLE TRACKING CONTROL90.303.13EXISTING SPOT ELEVATION10.0%4.0:1(10.0%)(4.0:1)PROPOSED SLOPEEXISTING SLOPEGRADE BREAKPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGENDPROPOSED SPOT ELEVATIONFFE = FINISHED FLOOR ELEVATIONFG = FINISHED GRADE AT EXTERIOR WALLEOP = EDGE OF PAVEMENTLP = LOW POINTHP = HIGH POINTTOW = TOP OF WALLBOW = BOTTOM OF WALLEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR1.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS ASSHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALLCONTACT THE ENGINEER IMMEDIATELY SHOULD ANYDISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELDCONDITIONS EXIST.2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC ANDPRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDINGTO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OFSUCH INFORMATION. EXISTING UTILITY MAINS ANDSERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATEDON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC ANDPRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.3.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATIONPREPARATION, DESIGN AND RECOMMENDATIONS.4.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATEDPER THE LANDSCAPE PLANS.5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURESTHAT ARE NOT TO BE REMOVED ADJACENT TO THECONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,PAVEMENT, PRIVATE FENCES, ABOVE GROUND ORUNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALLBE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCURTO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY ORFEATURE AS A RESULT OF THE CONSTRUCTION PROCESSFOR THIS PROJECT.6.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTIONITEMS IMPACTING ADJACENT PROPERTIES WITH THEPROPERTY OWNERS PRIOR TO BEGINNING ANYCONSTRUCTION ACTIVITIES.7.EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW TOWNREGULATIONS.8.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWNON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE,COORDINATE WITH, AND UPDATE AS REQUIRED, THESTORMWATER MANAGEMENT PLAN (SWMP) FOR THISPROJECT.9.ANY AREAS USED FOR STOCKPILING AND/OR STAGINGSHOULD ALSO HAVE SEDIMENT AND EROSION CONTROLMEASURES AS NECESSARY. THESE AREAS SHOULD BELOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THESWMP SHOULD BE UPDATED TO SHOW THESE AREAS ANDSEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAYINCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKINGCONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETEWASHOUT, AND SEDIMENT TRAP.10.STREET SWEEPING SHALL BE PERFORMED AS NEEDEDAND/OR AT THE DIRECTION OF THE CITY ENGINEERINGINSPECTOR.NOTESAA1234512345PROJECT INFORMATIONSHEET INFORMATION PROJECT PHASE ARCHITECTSEAL ISSUE DATE:PROJECT #:CONSULTANTBC DABCDT - 970.484.0117F - 970.484.0264315 East Mountain AveSuite 100Fort Collins, CO 80524-2913© 2015www.rbbarchitects.comARCHITECTSREVISIONS:2204PROSPECT SPORTS CLUB MAX WEST INC. PROJECT DEVELOPMENT PLAN 07/28/20231600 EAST PROSPECT ROAD FORT COLLINS, CO 80525DESCRIPTIONDATE CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:C4.00GRADING & EROSIONCONTROL PLANPERMEABLE PAVERSECTION W/ UNDERDRAINMATCH EXISTING GRADEAT PROPERTY LINE4:1 SLOPE MAXPROPOSEDGROUNDEXISTING GROUNDSTRUCTURAL WALL PERSTRUCTURAL DRAWINGS E. PROSPECT R O A D SHARP POINT DR.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 OS1 0.18 A6 0.46 A4 0.46 A2 0.81 A3 0.48 A1 0.10 A5 0.14 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 GRASS SWALE EXISTING LAKE/POND STORM SEWER STORM SEWER PAVER SYSTEM DRAIN PERMEABLE PAVERS (TYP.) STORM SEWER 2' CURB CUT PAVER SYSTEM DRAIN AREA INLET AREA INLET AREA INLET CULVERT FLARED END SECTION CURB INLET POUDRE RIVER 100-YR FLOODWAY POUDRE RIVER 500-YR FLOODPLAIN LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE ROOF DRAIN (TYP.) STRUCTURAL RETAINING WALL (SEE STRUCTURAL PLANS) PAVER SYSTEM DRAIN PAVER SYSTEM DRAIN CURB INLET AREA INLET GRASS SWALE POUDRE RIVER 100-YR FLOODPLAIN 0 30'60' SCALE: 1" = 30' 15'NORTH 7/27/20233:13:50 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22014 - PROSPECT PARK EAST\CADD\CP\C5.00 - DRAINAGE PLAN.DWGC5.00 - DRAINAGE PLAN--------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 PROJECT INFORMATIONSHEET INFORMATIONPROJECT PHASEARCHITECTSEALISSUE DATE: PROJECT #:CONSULTANTB 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: 2204PROSPECT SPORTSCLUBMAX WEST INC.PROJECTDEVELOPMENTPLAN07/28/20231600 EAST PROSPECT ROADFORT COLLINS, CO 80525DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:C5.00 DRAINAGE PLAN NOTE: 1.THE TYPICAL FOUNDATION DETAIL IS SHOWN FOR REFERENCE ONLY AND IS NOT A CONSTRUCTION DETAIL. ADDITIONAL WATERPROOFING MEMBRANE AND DRAINAGE MATERIAL WILL BE REQUIRED BUT NOT SHOWN ON THIS DETAIL. CONTRACTOR SHALL REFER TO APPROVED ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND BUILDING DETAILS. 2.LOCATION OF HVAC EQUIPMENT IS TO BE LOCATED ON THE ROOF OF THE BUILDING. 3.FLOODPROOFING DETAILS WILL BE PROVIDED DURING BUILDING PERMIT REVIEW. CONCRETE SIDEWALK SOUTH WALL TYPICAL FOUNDATION DETAIL NTS CONCRETE SPREAD FOOTING PER STRUCTURAL DRAWINGS LOWER FFE=4899.00 (NAVD-88)FINISHED GRADE VARIES 100-YEAR BFE=4901.00 (NAVD-88) FLOOD PROOFING ELEV.=4903.00 (MIN.) (NAVD-88) PRE-CAST CONCRETE WALL 12" BITUTHENE (WATERPROOFING MEMBRANE) STRIP BITUTHENE (WATERPROOFING MEMBRANE)