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PROSPECT SPORTS CLUB - FDP240002 - SUBMITTAL DOCUMENTS - ROUND 1 - Responses (2)
PROJECT SITE SH A R P P O I N T D R . E. PROSPECT ROAD MIDPOINT DRIVE TI M B E R L I N E R O A D 12 / 1 9 / 2 0 2 3 12 : 2 9 : 2 8 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 0 . 0 0 - C O V E R . D W G C0 . 0 0 - C O V E R -- - - -- - - APPLICANT/OWNER MAX WEST INC 1500 BUCKEYE STREET FORT COLLINS, CO 80525 PHONE:970-218-9453 CONTACT: JONATHAN O'NEIL CIVIL ENGINEER UNITED CIVIL DESIGN GROUP, LLC 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 PHONE: 970-530-4044 CONTACT: KEVIN BRAZELTON SURVEYOR MAJESTIC SURVEYING 1111 DIAMOND VALLEY DRIVE #104 WINDSOR, CO 80550 PHONE: 970-833-5698 CONTACT: STEVE PARKS CIVIL CONSTRUCTION PLANS FOR CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PROSPECT SPORTS CLUB LOTS 5, PROSPECT PARK EAST P.U.D. SITUATE IN THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT VERTICAL DATUM: NAVD 88 BENCHMARK: CITY OF FORT COLLINS VERTICAL BENCHMARK "FOREMAN" LOCATED ON THE NORTH SIDE OF PROSPECT RD. 0.1 MILES EAST OF SHARP POINT DRIVE,AT THE BACK OF WALK AT THE BASE OF THE PARAPET WALL TO THE BRIDGE OVER THE POUDRE RIVER,15 FT EAST OF THE WEST END OF THE PARAPET WALL. ELEVATION: 4910.33 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19' BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 20, T7N, R68W OF THE 6TH PM AS BEARING N89°42'52"W. NOTE: 1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. VICINITY MAP 1"=500' PROJECT TEAM PROJECT COORDINATES SHEET INDEX PAGE #SHEET #SHEET NAME 1 C0.00 COVER SHEET 2-3 C0.01-C0.02 GENERAL NOTES 4 C1.00 EXISTING CONDITIONS & REMOVALS PLAN 5 C2.00 HORIZONTAL CONTROL PLAN C2.01 PAVEMENT, SIGNING & STRIPING PLAN (RESERVED FOR FUTURE SUBMITTALS) 6 C3.00 UTILITY PLAN 7-8 C3.10-C3.11 STORM SEWER PLAN & PROFILES C3.20 UNDERDRAIN PLAN (RESERVED FOR FUTURE SUBMITTALS) 9 C4.00 GRADING & EROSION CONTROL PLAN C4.10 DETAILED GRADING PLANS (RESERVED FOR FUTURE SUBMITTALS) 10 C5.00 DRAINAGE PLAN 11 - 14 C6.00-C6.03 CONSTRUCTION DETAILS UTILITY PROVIDERS LANDSCAPE ARCHITECT RB+B ARCHITECTS 315 EAST MOUNTAIN AVE, SUITE 100 FORT COLLINS, CO 80524 PHONE:970-484-0117 CONTACT: AMANDA HANSEN UTILITY PROVIDER CONTACT PHONE WATER/WASTEWATER CITY OF FORT COLLINS UTILITIES DAN MOGEN (970) 305-5989 STORMWATER CITY OF FORT COLLINS UTILITIES DAN MOGEN (970) 305-5989 POWER CITY OF FORT COLLINS LIGHT & POWER TYLER SIEGMUND (970) 221-6710 NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828 TELECOM CENTURYLINK ROBERT RULI (970) 490-7503 CABLE COMCAST DON KAPPERMAN (970) 567-0245 Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. KEVIN BRAZELTON, PE #38837 DATE CERTIFICATION STATEMENT THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. DISCLAIMER STATEMENTA A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . PR O J E C T DE V E L O P M E N T PL A N 12/20/2023 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : COVER SHEET C0.00 DECEMBER 2023 12 / 1 9 / 2 0 2 3 12 : 2 9 : 3 0 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 0 . 0 0 - C O V E R . D W G C0 . 0 0 - C O V E R -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . PR O J E C T DE V E L O P M E N T PL A N 12/20/2023 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C0.02 GENERAL NOTES STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES GENERAL EROSION CONTROL REQUIREMENTS THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 1.THE PROPERTY OWNER, OWNER'S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. 12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. 18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES' DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHERTEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. VEHICLE TRACKING 32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. LOADING AND UNLOADING OPERATIONS 36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS 37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT 41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. 42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. CONCRETE SAW CUTTING MATERIALS 44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THECITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. FINAL STABILIZATION AND PROJECT COMPLETION 49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOESNOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. UP E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING PROPOSED BUILDING 5' SIDEWALK PROPERTY CORNER N:1450148.56 E:3130937.10 TRASH ENCLOSURE LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. TRACT "A" PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. PROPERTY BOUNDARY (TYP.) 54' R.O.W. 1.5' CURB & GUTTER 1.5' CURB & GUTTER 1.5' FLUSH C&G AT ENTRANCE 26' 1.5' CURB & GUTTER 5' SIDEWALK FIRE RISER ROOM AND FIRE DEPARTMENT CONNECTION ELECTRICAL TRANSFORMER AND PAD 6.5' SIDEWALK 5' SIDEWALK 6" CURB PROPERTY CORNER N:1450102.13 E:3131430.63 PROPERTY CORNER N:1450087.23 E:3131444.23 PROPERTY CORNER N:1449890.85 E:3131444.75 PROPERTY CORNER N:1449939.30 E:3130929.85 STORM OUTFALL RIPRAP BUILDING OVERHANG 8' UTILITY EASEMENT 25' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 50' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 ACCESS EASEMENT REC. NO. 20150005330 20.52' 26' 26' 51' 15.5' 5' SIDEWALK EDGE OF PAVEMENT TOP OF BANK EDGE OF POND 4' SIDEWALK 25' EMERGENCY ACCESS EASEMENT FLOODPLAIN CRO S S S E C T I O N " B I " 2.5' CURB & GUTTER 2.5' CURB & GUTTER 11' SIDEWALK EDGE OF PAVEMENT FLOODPLAIN BFE ADDITIONAL UTILITY EASEMENT WIDTH VARIES 10' DRAINAGE EASEMENT POUDRE RIVER 100-YR FLOODWAY POUDRE RIVER 500-YR FLOODPLAIN FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) POUDRE RIVER 100-YR FLOODPLAIN 100' ROW 26' EMERGENCY ACCESS EASEMENT C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L1 1 L12 L1 3 L1 4 L1 5 L1 6 L17 L1 8 L1 9 L20 24' EMERGENCY ACCESS EASEMENT 25' CURB CUT DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE NORTH BIORETENTION POND SOUTH BIORETENTION POND 2.5' CURB & GUTTERPROPOSED WALK MATCH EXISTING SIDEWALK WIDTH EDGE OF PAVEMENTADA PARKING STALLS W/ SIGNAGE AND PARKING BLOCKS TRANSFORMER PAD DRAINAGE SWALE 5' SIDEWALK WITH (6) 6" RISERS 1.5' CURB & GUTTER W/ MULTIPLE CURB CUTS EV CHARGER STALLS W/ SIGNAGE PROPOSED LIGHTING (TYP.) FUTURE EV CHARGER (TYP.) PROPOSED LIGHTING (TYP.) Line Table LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 LENGTH 39.32' 6.40' 9.52' 0.76' 14.00' 87.00' 14.00' 59.09' 101.00' 14.00' BEARING S04°23'44.12"W S66°23'15.57"W N50°22'29.50"E S84°37'30.50"E S05°22'29.50"W S84°37'30.50"E N05°22'29.50"E S84°37'30.50"E N05°22'29.43"E N84°37'30.50"W Line Table LINE L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 LENGTH 14.00' 99.00' 13.97' 38.01' 14.00' 14.00' 81.00' 14.00' 14.00' 81.00' BEARING N05°22'29.50"E N84°37'30.50"W S05°22'29.50"W N04°23'44.12"E N05°22'29.50"E N05°22'29.50"E S84°37'30.50"E S05°22'29.50"W S05°22'29.50"W N84°37'30.50"W Curve Table CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 DELTA 83°17'31" 61°42'19" 41°48'36" 42°05'49" 90°52'59" 45°00'00" 90°00'00" 90°00'00" 90°00'00" 93°05'08" RADIUS 25.00' 25.00' 50.00' 10.00' 58.00' 3.00' 3.00' 3.00' 3.00' 3.00' LENGTH 36.34' 26.92' 36.49' 7.35' 92.00' 2.36' 4.71' 4.71' 4.71' 4.87' BEARING S37°15'02"E S35°14'53"W S45°11'45"W S45°20'21"W S32°32'00"E N72°52'29"E S39°37'31"E N50°22'29"E N39°37'31"W S51°55'03"W CHORD 33.23' 25.64' 35.68' 7.18' 82.65' 2.30' 4.24' 4.24' 4.24' 4.36' Curve Table CURVE C11 C12 C13 C14 C15 C16 C17 C18 DELTA 85°56'07" 97°00'51" 90°03'02" 179°49'27" 90°20'07" 90°00'00" 180°00'00" 90°00'00" RADIUS 25.00' 10.00' 3.00' 25.00' 3.00' 3.00' 25.00' 3.00' LENGTH 37.50' 16.93' 4.72' 78.46' 4.73' 4.71' 78.54' 4.71' BEARING N38°34'19"W N52°53'44"E N39°39'01"W S05°23'31"W N50°32'33"E S39°37'31"E N05°22'29"E S50°22'29"W CHORD 34.08' 14.98' 4.24' 50.00' 4.26' 4.24' 50.00' 4.24' 12 / 1 9 / 2 0 2 3 12 : 2 9 : 4 3 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 2 . 0 0 - H O R I Z O N T A L C O N T R O L P L A N . D W G C2 . 0 0 - H O R I Z O N T A L C O N T R O L P L A N -- - - -- - - LEGEND PROPOSED BUILDING CATCH CURB & GUTTER SIDEWALK / TRAIL PROPERTY LINE RIGHT OF WAY SECTION LINE GENERAL NOTES 1.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 2.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND IS SHOWN FOR INFORMATION ONLY. REFER TO THE ARCHITECTURAL PLANS FOR COMPLETE GRID LINE INFORMATION. 3.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE PLANS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS SEAT WALLS, FURNITURE, PLAZA LAYOUT, SEEDING/SOD, LANDSCAPE ROCK AND MULCH, ETC. 4.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 6.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED. 7.ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOT DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHT DUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 8.FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE UNLESS OTHERWISE NOTED. SEE PAVEMENT SECTION DETAILS. UTILITY EASEMENT ACCESS EASEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT PERMEABLE PAVERS 1.THE FIRST FLOOR OF THE PROPOSED COMMERCIAL BUILDING IS BEING ELEVATED A MINIMUM OF 24-INCHES ABOVE THE BASE FLOOD ELEVATION OR FLOOD PROOFED. REFER TO ARCHITECTURAL PLANS FOR FLOOD PROOFING DETAILS AND SPECIFICATIONS. ALL FLOOD PROOFING MEASURES SHALL ADHERE TO SECTION 10-38 OF CITY CODE AND THE REQUIREMENTS SET FORTH WITHIN THE CITY'S "FLOODPROOFING GUIDELINES". A FLOOD PROOFING CERTIFICATE WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2.ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL DATUM NAVD 88. 3.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100-YEAR AND 500-YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 4.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. BUILDING OF STRUCTURES, EV CHARGING STATIONS, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITY WORK, FLOOD CONTROL CHANNELS, SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS. 5.AN APPROVED FEMA ELEVATION CERTIFICATE COMPLETED BY A LICENSED SURVEYOR OR CIVIL ENGINEER AND A FLOODPROOFING CERTIFICATE SHOWING THAT THE BUILDING IS CONSTRUCTED/FLOODPROOFED TO THE REQUIRED ELEVATION IS REQUIRED POST-CONSTRUCTION PRIOR TO A CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. PLEASE NOTE: IF ANY PART OF THE BUILDING IS WITHIN THE FLOODPLAIN BOUNDARY, THEN THE ENTIRE STRUCTURE IS CONSIDERED IN THE FLOODPLAIN AND THE ENTIRE BUILDING ENVELOPE MUST MEET THE REQUIREMENTS OF ELEVATING OR FLOODPROOFING TO THE RFPE. 6.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100-YEAR FLOODPLAIN. ALL FLOATABLE MATERIALS, MUST BE STORED INSIDE A BUILDING, BE ANCHORED PER AN APPROVED ENGINEERED DESIGN, OR BE LOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN. NO OVERNIGHT PARKING OF VEHICLES IS ALLOWED. 7.AT-RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN. AT-RISK POPULATION FACILITIES INCLUDE AFTER SCHOOL PROGRAMS/DAY CAMPS FOR K-12, ETC). 8.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN COLORADO. FLOODPLAIN NOTES A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . PR O J E C T DE V E L O P M E N T PL A N 12/20/2023 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C2.00 HORIZONTAL CONTROL PLAN 0 30'60' SCALE: 1" = 30' 15' NO R T H UP E. PROSPECT R O A D SH A R P P O I N T D R . EXISTING BUILDING PROPOSED BUILDING LOT 6 PROSPECT PARK EAST P.U.D. LOT 4 PROSPECT PARK EAST P.U.D. LOT 5 PROSPECT PARK EAST P.U.D. 50' PEDESTIRAN & ACCESS EASEMENT 15' UTILITY EASEMENT EXISTING ELECTRIC (CITY OF FORT COLLINS ) EXISTING ELECTRIC (CITY OF FORT COLLINS ) EXISTING GAS (XCEL) EXISTING 42" SANITARY (CITY OF FORT COLLINS) 15' UTILITY EASEMENT 15' UTILITY EASEMENT EXISTING 8" WATER EXISTING ELECTRIC (CITY OF FORT COLLINS ) SMH 29 4900.83=RIM 4894.16=8" PVC INV. (SE) 4894.15=4" PVC INV. (NE) 4889.55=42" RCP INV. (S) 4889.11=42" RCP INV. (N) SMH 30 4903.89=RIM 4893.43=8" PVC INV. (E) 4893.24=42" PVC INV. (S) 4893.23=8" PVC INV. (N) EX MH RIM: 4900.22 (COULD NOT OPEN) 25' PEDESTRIAN & ACCESS EASEMENT 8' UTILITY EASEMENT ACCESS EASEMENT (WIDTH VARIES) CONNECT TO EXISTING 42" SANITARY SEWER SANITARY SERVICE CONNECTIONS PROPOSED 1-1/2" WATER SERVICE UPSIZE TO 2" 5' DOWNSTREAM OF THE METER PROPOSED 6" FIRE SERVICE 1-1/2" DOMESTIC SERVICE TAP W/ 39 LF 1-1/2" COPPER DOMESTIC SERVICE LINE TO METER CONNECT TO EXISTING 8" WATER 8" X 6" WET-TAP 6" GATE VALVE (W) 1-1/2" WATER METER PROPOSED TRANSFORMER FIRE RISER ROOM EXISTING CTV LINE (COMCAST) OUTFALL RIPRAP STORM OUTFALL 301 LF 4" SANITARY SERVICE @ 2% CURB INLET STORM LINE A (SEE SHEET C3.10) EXISTING HYDRANT EXISTING HYDRANT EXISTING HYDRANT EXISTING STREET LIGHT EXISTING STREET LIGHT EXISTING STREET LIGHT EXISTING STREET LIGHT EXISTING STREET LIGHT PROPOSED LIGHTING (TYP.) EXISTING ELECTRICAL EQUIPMENT TO REMAIN EXISTING ELECTRICAL EQUIPMENT TO REMAIN RELOCATED PRIMARY ELECTRIC LINE FOR LOT 6 BY THE CITY OF FORT COLLINS TOP OF BANK EDGE OF POND 1" IRRIGATION TAP W/ 6 LF 1" COPPER SERVICE LINE TO METER (SEE IRRIGATION PLANS FOR CONTINUATION OF IRRIGATION LINES) 1" IRRIGATION METER FIRE DEPARTMENT CONNECTION EV CHARGER (TYP.) FLOODPLAIN BFE 100-YEAR FLOOD E L E V A T I O N - 4,900.0 (NAVD 88) FLOODPLAIN BFE 100-YEAR FLOOD ELEVATION - 4904 (NAVD 88) FLOODPLAIN BFE 100-YEAR FLOOD ELEVATI O N - 4901 (NAVD 88) FLOODPLAIN C R O S S - S E C T I O N # 208567 PROPOSED GAS SERVICE ELECTRICAL EQUIPMENT AND METER CURB INLET PROPOSED ADDITIONAL UTILITY EASEMENT (WIDTH VARIES) 10' DRAINAGE EASEMENT POUDRE RIVER 100-YR FLOODWAY 100-YR FLOOD E L E V . 4 , 9 0 0 . 0 ( N A V D 8 8 ) POUDRE RIVER 100-YR FLOODPLAIN POUDRE RIVER 500-YR FLOODPLAIN TRASH ENCLOSURE STORM LINE B2 (SEE SHEET C3.11) STORM LINE B (SEE SHEET C3.10) NORTH BIORETENTION POND SOUTH BIORETENTION POND FUTURE EV CHARGER (TYP.) FUTURE EV CHARGER (TYP.) PROPOSED LIGHTING (TYP.) 0 30'60' SCALE: 1" = 30' 15' NO R T H 12 / 1 9 / 2 0 2 3 12 : 2 9 : 5 1 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 3 . 0 0 - U T I L I T Y P L A N . D W G C3 . 0 0 - U T I L I T Y P L A N -- - - -- - - LEGEND 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 4.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 5.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 6.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER CITY STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 7.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 9.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 10.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 11.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES UP TO 1-1/2" SHALL BE TYPE K COPPER. 12.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. CABLE TV LINE ELECTRIC LINE OVERHEAD ELECTRIC LINE FIBER OPTIC LINE GAS LINE IRRIGATION LINE SANITARY SERVICE FLARED END SECTION STORM INLET STORM MANHOLE STORM PIPE RIP RAP TELEPHONE LINE OVERHEAD TELEPHONE LINE FIRE HYDRANT FIRELINE WATER SERVICE WATER METER DRY UTILITY CONDUIT GATE VALVE FIBER, GAS, ELEC., TELE PEDESTAL NOTES A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . PR O J E C T DE V E L O P M E N T PL A N 12/20/2023 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : UTILITY PLAN C3.00 UP SH A R P P O I N T D R . PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 5 PROSPECT PARK EAST P.U.D. GRASS SWALE EXISTING LAKE/POND 11+75 9+ 7 5 10 + 0 0 11+00 INLET A3 STA 11+51.39 N: 1449914.75 E: 3131421.33 FES A1 STA 10+00.00 N: 1449878.73 E: 3131562.01 66.7 LF 30"X19" STORM EDGE OF POND TOP OF BANK 8' UTILITY EASEMENT 25' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 COMCAST TELE EXISTING 8" SANITARY SEWER EXISTING 12" WATER STA: 9+75.00 N: 1449865.14 E: 3131582.99 BEGIN ALIGNMENTSTA: 11+75.00 N: 1449914.68 E: 3131397.72 END ALIGNMENT FLOODPLAIN BFE 100-YEAR FLOOD ELEVAT I O N - 4901 (NAVD 88) 84.7 LF 19"x30" STORM STMH A2 STA 10+66.69 N: 1449914.97 E: 3131506.03 10' DRAINAGE EASEMENT POUDRE RIVER 100-YR FLOODWAY STA: 11+75.00 N: 1449914.68 E: 3131397.72 END ALIGNMENT STA: 11+75.00 N: 1449914.68 E: 3131397.72 END ALIGNMENT XCEL GAS STORM LINE A STA: 9+75.00 - STA: 11+75.00 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+7510+0010+5011+0011+5011+75 66.7 LF 19"x30" HERCP @ 0.25% PROPOSED GRADE EXISTING GROUND IN L E T A 3 ST A : 1 1 + 5 1 . 3 9 RI M 4 8 9 7 . 0 ± IN V . O U T 4 8 9 3 . 4 0 ( E ) FE S A 1 ST A : 1 0 + 0 0 . 0 0 IN V . 4 8 9 3 . 0 3 POTENTIAL WATER LOWERING TO BE DETERMINED W/ POTHOLING ST A : 1 1 + 1 1 . 9 0 T. O . P . = 4 8 9 5 . 8 ± (T O B E P O T H O L E D ) EX . 1 2 " W A T E R ST M H A 2 ST A : 1 0 + 6 6 . 6 9 RI M 4 8 9 6 . 6 ± IN V . I N 4 8 9 3 . 1 9 ( W ) IN V . O U T 4 8 9 3 . 1 9 ( S E ) 84.7 LF 30"X19" HERCP @ 0.25% EXISTING CTV, FIBER, ELECTRIC AND GAS LINE CROSSINGS TO BE POTHOLED STORM LINE B PROFILE STA: 9+75 - STA: 11+00 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+7510+0010+5011+00 IN L E T B 3 ST A : 1 0 + 7 0 . 8 4 IN V . O U T 4 8 9 7 . 5 6 ( E ) 58.1 LF 12" RCP @ 0.35% IN L E T B 2 ST A : 1 0 + 1 2 . 7 8 IN V . I N 4 8 9 7 . 3 6 ( W ) IN V . I N 4 8 9 7 . 3 6 ( N ) IN V . O U T 4 8 9 7 . 3 6 ( S E ) 12.8 LF 18" HDPE @ 0.25% FE S B 1 ST A : 1 0 + 0 0 . 0 0 IN V . I N 4 8 9 7 . 3 3 EXISTING GROUND PROPOSED GRADE GRASS SWALE 2' CURB CUT PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 5 PROSPECT PARK EAST P.U.D. 9+ 7 5 10 + 0 0 11+00 STA: 11+00.00 N: 1449940.57 E: 3131058.27 END ALIGNMENT STA: 9+75.00 N: 1449915.89 E: 3131178.34 BEGIN ALIGNMENT INLET B3 STA 10+70.84 N: 1449938.41 E: 3131087.35 INLET B2 STA 10+12.78 N: 1449934.15 E: 3131145.26 FES B1 STA 10+00.00 N: 1449927.96 E: 3131156.45 12.8 LF 18" STORM 58.1 LF 12" STORM STORM LINE B2 (SEE SHEET C3.11) TBC EL = 4900.58 N = 1449937.40 E = 3131143.85 TBC EL = 4900.27 N = 1449931.08 E = 3131143.36 TBC EL = 4900.44 N = 1449940.33 E = 3131084.37 TBC EL = 4900.41 N = 1449939.74 E = 3131090.68 0 30'60' SCALE: 1" = 30' 15' NO R T H 12 / 1 9 / 2 0 2 3 12 : 3 0 : 0 7 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 3 . 1 0 - S T O R M S E W E R P & P . D W G C3 . 1 0 - S T O R M S E W E R P & P -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . PR O J E C T DE V E L O P M E N T PL A N 12/20/2023 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : ELECTRIC LINE GAS LINE SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE RIP RAP WATER SERVICE WATER METER DS LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 4.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORK PERMIT FROM THE TOWN OF WINDSOR SHALL BE OBTAINED FOR CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. 6.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 7.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 8.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STORM DRAINAGE CRITERIA. 9.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING. 10.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES AND INCLUDE LAY LENGTH OF FLARED END SECTIONS UNLESS OTHERWISE NOTED. 11.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM SEWER MAINS OR ROOF DRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE. 12.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDING ROOF LEADERS OF DISSIMILAR SIZES AND/OR MATERIALS SHALL BE MADE USING APPROPRIATE REDUCERS AND/OR COUPLINGS. PROVIDE CLEANOUTS AT ALL CONNECTIONS TO ROOF DRAIN LATERALS. 13.ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR SHALL BE PLACED AROUND THE JOINT. 14.COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE PENETRATIONS AND FOOTINGS. 15.STORM SEWER SHOWN ON THESE PLANS TO BE OWNED AND MAINTAINED PRIVATELY PER STANDARD OPERATING PROCEDURES. C3.10 STORM SEWER PLAN & PROFILE UP E. P R O S P E C T R O A D EXISTING BUILDING LOT 6 PROSPECT PARK EAST P.U.D. STORM SEWER (SEE SHEET C3.10) 15' UTILITY EASEMENT BOOK: 2296 PAGE: 2456 50' PEDESTRIAN & ACCESS EASEMENT BOOK: 2296 PAGE: 2456 CITY OF FORT COLLINS ELECTRIC CITY OF FORT COLLINS FIBER XCEL GAS FL O O D P L A I N B F E 10 0 - Y E A R F L O O D E L E V A T I O N - 49 0 4 ( N A V D 8 8 ) 9+75 10+00 11 + 0 0 12 + 0 0 1 2 + 7 5 PROPOSED BUILDING FFE = 4903.50 (NORTH) FFE = 4899.00 (GYM / SOUTH) LOT 5 PROSPECT PARK EAST P.U.D. STA: 9+75.00 N: 1449909.37 E: 3131141.98 BEGIN ALIGNMENT STA: 12+75.00 N: 1450072.64 E: 3131323.93 END ALIGNMENT FES B2.3 STA 12+63.70 N: 1450068.41 E: 3131313.45 13.7 LF 12" STORM 22.5° BEND STA 12+50.01 N: 1450063.28 E: 3131300.76 110.5 LF 12" STORM INLET B2.2 STA 11+39.51 N: 1450063.21 E: 3131190.26 70.5 LF 12" STORM INLET B2.1 STA 10+68.96 N: 1450002.51 E: 3131154.30 69.0 LF 15" STORM INLET B2 STA 10+00.00 N: 1449934.15 E: 3131145.26 STORM LINE B2 PROFILE STA: 9+75 - STA: 12+75 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+7510+0010+5011+0011+5012+0012+5012+75 13.7 LF 12" HDPE @ 1.48% 110.5 LF 1 2 " H D P E @ 1 . 4 8 % 70.5 LF 12" HDPE @ 0.25% 69.0 LF 15" HDPE @ 0.25% 22 . 5 ° B E N D ST A : 1 2 + 5 0 . 0 1 IN V . I N 4 8 9 9 . 3 4 ( W ) IN V . O U T 4 8 9 9 . 3 4 ( E ) IN L E T B 2 . 1 ST A : 1 0 + 6 8 . 9 6 RI M 4 9 0 0 . 6 ± IN V . I N 4 8 9 7 . 5 3 ( N E ) IN V . O U T 4 8 9 7 . 5 3 ( S ) FE S B 2 . 3 ST A : 1 2 + 6 3 . 7 0 IN V . I N 4 8 9 9 . 5 4 ( W ) IN L E T B 2 . 2 ST A : 1 1 + 3 9 . 5 1 RI M 4 9 0 1 . 2 ± IN V . O U T 4 8 9 7 . 7 1 ( S W ) IN V . O U T 4 8 9 7 . 7 1 ( E ) IN L E T B 2 ST A : 1 0 + 0 0 . 0 0 IN V . I N 4 8 9 7 . 3 6 ( W ) IN V . I N 4 8 9 7 . 3 6 ( N ) IN V . O U T 4 8 9 7 . 3 6 ( S E ) EXISTING GROUND PROPOSED GRADE 1.11' ST A : 1 1 + 1 6 . 1 6 IN V . = 4 8 9 9 . 8 1 SA N I T A R Y C R O S S I N G 0 30'60' SCALE: 1" = 30' 15' NO R T H 12 / 1 9 / 2 0 2 3 12 : 3 0 : 1 1 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 3 . 1 0 - S T O R M S E W E R P & P . D W G C3 . 1 0 - S T O R M S E W E R P & P -- - - -- - - ELECTRIC LINE GAS LINE SANITARY SERVICE SANITARY SERVICE CLEANOUT DOWNSPOUT FLARED END SECTION STORM INLET STORM MANHOLE STORM OUTLET STRUCTURE STORM PIPE RIP RAP WATER SERVICE WATER METER DS LEGEND NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 4.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORK PERMIT FROM THE TOWN OF WINDSOR SHALL BE OBTAINED FOR CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. 6.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 7.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 8.ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STORM DRAINAGE CRITERIA. 9.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING. 10.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES AND INCLUDE LAY LENGTH OF FLARED END SECTIONS UNLESS OTHERWISE NOTED. 11.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. STORM SEWER MAINS OR ROOF DRAINS SHOWN AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE PIPE. 12.CONNECTIONS OF PROPOSED HDPE STORM SEWER TO BUILDING ROOF LEADERS OF DISSIMILAR SIZES AND/OR MATERIALS SHALL BE MADE USING APPROPRIATE REDUCERS AND/OR COUPLINGS. PROVIDE CLEANOUTS AT ALL CONNECTIONS TO ROOF DRAIN LATERALS. 13.ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR SHALL BE PLACED AROUND THE JOINT. 14.COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE PENETRATIONS AND FOOTINGS. 15.STORM SEWER SHOWN ON THESE PLANS TO BE OWNED AND MAINTAINED PRIVATELY PER STANDARD OPERATING PROCEDURES. A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . PR O J E C T DE V E L O P M E N T PL A N 12/20/2023 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : C3.11 STORM SEWER PLAN & PROFILE 12 / 1 9 / 2 0 2 3 12 : 3 0 : 4 0 P M C: \ U N I T E D C I V I L D R O P B O X \ P R O J E C T S \ U 2 2 0 1 4 - P R O S P E C T P A R K E A S T \ C A D D \ C P \ C 6 . 0 0 C O N S T R U C T I O N D E T A I L S . D W G C6 . 0 0 C O N S T R U C T I O N D E T A I L S -- - - -- - - A A 1 2 3 4 5 1 2 3 4 5 PR O J E C T I N F O R M A T I O N SH E E T I N F O R M A T I O N PR O J E C T P H A S E AR C H I T E C T SE A L ISSUE DATE: PROJECT #: CO N S U L T A N T B C D A B C D T - 970.484.0117 F - 970.484.0264 315 East Mountain Ave Suite 100 Fort Collins, CO 80524-2913 © 2015 www.rbbarchitects.com ARCHITECTS REVISIONS: 2204 PR O S P E C T S P O R T S CL U B MA X W E S T I N C . PR O J E C T DE V E L O P M E N T PL A N 12/20/2023 16 0 0 E A S T P R O S P E C T R O A D FO R T C O L L I N S , C O 8 0 5 2 5 DESCRIPTION DATE CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com PR O J . M G R : DR A W I N G N A M E : PA T H : DE S I G N E R : DA T E : TI M E : APPROVED: DRAWN BY: DATE REVISED: BEDDING REQUIREMENTS WW-1 NBJ 4/11/11 APPROVED: DRAWN BY: DATE REVISED: SERVICE WYE DETAIL WW-9 NBJ 4/11/11 APPROVED: DRAWN BY: DATE REVISED: TRAFFIC RATED CLEANOUT WW-15 NBJ 4/11/11 C6.01 CONSTRUCTION DETAILS