Community Solar and Energy Storage Project - 50102324 - Stormwater Submittal

PROJECT AREACUSTER AVE.SWEETIE RD.RIVER RD.UNDERWOOD RD. - EVELYN O. SHAWM.J. NOLAND -ELEC. SYS. CHIEF OPER. OFFICER -W/R CHIEF OPER. OFFICERPWC COMMISSIONERS -W/R ENGR. MANAGERJOSEPH E. GLASSFAYETTEVILLE, N.C.WORKS COMMISSIONELECTRICALVIVIVVIIIVIIXIIIIIIXIIIXIIXPUBLICWATER RESOURCESSecretary - DARSWEIL ROGERS - D. RALPH HUFF, III - DAVID W. TREGO - WADE R. FOWLER, JR.General Manager Treasurer Vice Chairman Chairman PWC DWG #Community Solar and Energy Storage ProjectT-02C-01EXISTING CONDITIONSSHEET INDEXT-01TITLE SHEETJON RYNNEC-02DEMOLITION PLANSITE LAYOUTC-03Know what'sbelow.before you dig.CallRDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929C-04C-05C-06GENERAL NOTES, STANDARD LEGEND,STANDARD LEGENDEROSION CONTROL PLANEROSION CONTROL DETAILSEROSION CONTROL DETAILSC-07SECURITY FENCE DETAILSC-08DOUBLE SWING GATE DETAIL
Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYDEMOLITION NOTES:1.CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA AND APPROVEDPERMITS ON THE JOB SITE AT ALL TIMES.2.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.3.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OFREFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCEDESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THECONTRACTOR'S EXPENSE.4.CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION & SEDIMENTATION CONTROL,PER THE NCDENR EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.5.CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES AND ALL OTHER PROPERTY UNLESS THEY ARE TO BEDEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED ORREPLACED BY THE CONTRACTOR TO THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THEGOVERNMENT.6.UTILITY LOCATIONS:THE UNDERGROUND UTILITIES SHOWN ARE BASED ON UTILITIES LOCATED FROM FIELD SURVEY INFORMATION.ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EX. UTILITIES (VERTICALLY ANDHORIZONTALLY) ARE SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLEXISTING UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT NC ONE CALL (811) PRIOR TOCOMMENCEMENT OF CONSTRUCTION.LOCATION AND ELEVATION OF EXISTING UTILITIES ARE SHOWN IN APPROXIMATE MANNER ONLY. VERIFY LOCATION ANDELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE CHANGES TO UTILITIES, IF NEEDED, WITHTHE CONTRACTING OFFICER.7.EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. IF INTERRUPTION OFUTILITIES IS APPROVED, CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES SERVICES. CONTRACTOR SHALL PROVIDE A PLANFOR DEMOLITION, NEW WORK, AND TIE-INS FOR UTILITIES. PLAN SHALL LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OFCONSTRUCTION.8.CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEWWORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL BEAR ALLCOST ASSOCIATED WITH UTILITY RELOCATION.9.CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE, EXCESS MATERIALS (INCLUDING SOIL ANDTOPSOIL), AS WELL AS ALL UNSUITABLE MATERIALS OFF OF PROPERTY. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME.10.CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TOCONSTRUCTION ACTIVITIES.11.CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.12.CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.13.ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE.14.CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH OWNER.15.EXCAVATION AND CONSTRUCTION SHALL PROCEED IN ACCORDANCE WITH LATEST OSHA REGULATIONS.16.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGNING AND CONSTRUCTING STABLE, TEMPORARY EXCAVATIONS ANDSHALL SHORE OR SLOPE THE SIDES OF THE EXCAVATIONS AS REQUIRED TO MAINTAIN STABILITY OF BOTH THE EXCAVATIONSIDES AND BOTTOM. THE CONTRACTOR'S RESPONSIBLE PERSON, AS DEFINED IN 29 CFR PART 1926, SHALL EVALUATE THE SOILEXPOSED IN THE EXCAVATIONS AS PART OF THE CONTRACTOR'S SAFETY PROCEDURES. IN NO CASE SHALL SLOPE HEIGHT,SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING UTILITY TRENCH EXCAVATION DEPTH, EXCEED THOSE SPECIFIED INLOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING U.S. ARMY CORPS OF ENGINEERS EM385-1-1.EARTHWORK NOTES:1.DURING CONSTRUCTION, CONTRACTOR SHALL LEAVE ALL SOIL MATERIAL ON-SITE. TOPSOILSHALL BE STRIPPED AND STOCKPILED. EXCAVATED SOIL SHALL BE STOCKPILED AND TESTEDFOR SUITABILITY AS FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS.2.TEMPORARY STOCKPILES SHALL BE COMPLETELY ENCLOSED BY SILT FENCE. STOCKPILESIDE SLOPES SHALL NOT EXCEED 4:1 AND HEIGHT SHALL NOT EXCEED 10 FEET. PROVIDETEMPORARY GROUND COVER IN ACCORDANCE WITH STABILIZATION REQUIREMENTS.3.ALL GRADED AREAS SHALL BE SEEDED AND MULCHED AND SHALL BE COMPACTED TO AMINIMUM 85 PERCENT MODIFIED PROCTOR PER ASTM D1557.4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FILL MATERIAL AND TOPSOIL REQUIREDON-SITE TO MEET ELEVATIONS SHOWN, INCLUDING ANY FILL MATERIAL REQUIRED FROMOFF-SITE LOCATIONS. ALL REQUIRED FILL MATERIAL SHALL BE TESTED FOR SUITABILITY INACCORDANCE WITH THE SPECIFICATIONS. .5.AT CONCLUSION OF CONSTRUCTION, CONTRACTOR SHALL LEGALLY DISPOSE OF ALL WASTEINCLUDING EXCESS SOIL, BRUSH, REFUSE, STUMPS, ROOTS, PAVEMENT, ETC. OFF OFPROPERTY.6.CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF TEMPORARY EROSION CONTROL DEVICESONCE PERMANENT GROUND COVER HAS BEEN ESTABLISHED AND APPROVED BY THE OWNER.EROSION CONTROL NOTES:1.SEE SHEET C-04 FOR EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE.2.TOTAL PROJECT DISTURBED AREA = 6.8 AC3.NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT LIMITS.4.SILT FENCE SHOWN OFFSET FROM PROJECT LIMITS FOR CLARITY.5.ALL RIPRAP SHALL BE GRANITE BASED.6.CONCRETE MIXERS SHALL NOT BE WASHED OUT ON SITE.7.CONTRACTOR SHALL PROVIDE JUTE MATTING ON ALL SLOPES 4:1 AND GREATER. NOT ALL JUTE MATTINGSHOWN ON THE PLANS FOR CLARITY.8.IN AREAS WHERE EROSION CONTROL DEVICES ARE NOT SPECIFICALLY SHOWN, THE INTENT IS FOR EXISTINGCHANNELS AND VEGETATIVE BUFFERS TO BE UTILIZED FOR EROSION CONTROL.9.CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS.LEGENDEX. MINOR CONTOUREX. MAJOR CONTOUREX. TREE LINEEX. CHAIN LINK FENCEEX. OVER HEAD POWEREX. UTILITY POLEEX. R/WEX. EASEMENTEX. PROPERTY LINEEX. STORM PIPEEX. DROP INLETEX. ELECTRIC MANHOLEEX. GAS MARKER POSTEX. SURVEY CONTROLEX. GUY WIREEX. IRON ROD FOUNDEX. MONITORING WELLEX. UTILITY PEDESTALEX. LIGHT POLEROCK PIPE INLET PROTECTIONRIPRAP OUTLET PROTECTIONSILT FENCESILT FENCE OUTLETLIMITS OF DISTURBANCECONSTRUCTION ENTRANCEINLET PROTECTIONSPOT SHOTTREE PROTECTION FENCINGGRAVEL DRIVECHAIN LINK SECURITY FENCEVEGETATIONSOLAR PANELSWING GATEGMPIRFIP
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CSX RAILRAOD - 130' R/WCARR, GLADYS, JAMES K, CHARLIEL, ALBERT L AND JULIUS BDB 2375, PG 125PIN 0448-99-5524ZONED RR5.60 ACCITY OF FAYETTEVILLE(PWC BUTLER-WARNER GENERATION PLANT)DB 00140, PG 0100 THRU 0100 (RECOMBINED 1.12.18)PIN 0458-09-0746ZONED A120.68 ACSHIRLEY ANN ELLIOTDB 2805, PG 724PIN 0449-90-5060ZONED RR2.0 ACSHIRLEY ELLIOTDB 3546, PG 751PIN 0449-90-5484ZONED A12.3 ACCITY OF FAYETTEVILLE(PWC BUTLER-WARNER GENERATION PLANT)DB 2528, PG 115DB 3679, PG 243DB 86, PG 24PIN 0459-00-8872ZONED LI36.94 AC60'Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYTOPOGRAPHIC SURVEY NOTES:1.THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY DEWBERRY ENGINEERSINC. ON MARCH 22, 2018.2.HORIZONTAL CONTROL (NAD83) AND VERTICAL CONTROL (NAVD88) ESTABLISHED BY GPSOBSERVATIONS AND COMPUTED USING NORTH CAROLINA GEODETIC SOCIETY VIRTUALREFERENCE STATION SERVICE (VRS).3.NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND DISTANCES.4.LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY OBSERVED EVIDENCEAND LOCATION OF ABOVE GROUND UTILITY APPURTENANCES. UNDERGROUND UTILITIES NOTSHOWN, MAY EXIST. STORM SEWER DATA HAS BEEN COLLECTED FROM THE RIM OF THE INLETWITHOUT ENTERING THE STRUCTURE. DUE TO STORM STRUCTURES BEING FILLED WITH WATER,CONNECTIVITY IS ASSUMED AND NO PIPE SIZES/TYPES CAN BE VERIFIED.5.THIS SITE IS DETERMINED BY FEMA AS 0.2% ANNUAL CHANCE FLOOD HAZARD. ACCORDING TOTHE FLOOD INSURANCE RATE FIRM PANEL 0448 MAP NUMBER 3720044800J DATED 1/5/2007.
CLEAR AND GRUB AREA, TYP.LIMITS OF DISTURBANCE, TYP.PROTECTPROTECTPROTECTPROTECTAPPROXIMATE LOCATION OF EX.FORCE MAIN - PROVIDED BY PWCRELOCATE POLE FORFUTURE GATE ACCESS -COORDINATE WITH OWNERREMOVE 16 LF OF 15" RCPDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYDISTURBED AREA: 6.9 ACRESNOTES:SEE DEMOLITION NOTES ON SHEET C-01CLEARING AND GRUBBINGCLEARING AND GRUBBINGLEGENDCLEAR AND GRUBDEMOLISH
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XN035° 05' 47.82"W078° 49' 59.02"N035° 05' 46.90"W078° 49' 58.91"N035° 05' 46.42"W078° 49' 58.85"N035° 05' 45.50"W078° 49' 59.84"N035° 05' 44.55"W078° 49' 59.85"N035° 05' 44.38"W078° 49' 59.93"N035° 05' 45.71"W078° 49' 57.70"N035° 05' 45.63"W078° 49' 57.80"N035° 05' 45.62"W078° 49' 57.57"N035° 05' 45.40"W078° 49' 56.88"N035° 05' 45.16"W078° 49' 57.33"N035° 05' 44.46"W078° 49' 57.45"N035° 05' 44.60"W078° 49' 57.37"N035° 05' 47.06"W078° 49' 53.73"N035° 05' 47.47"W078° 49' 54.06"N035° 05' 48.63"W078° 49' 52.09"N035° 05' 48.57"W078° 49' 51.99"N035° 05' 49.41"W078° 49' 53.44"N035° 05' 49.00"W078° 49' 55.50"N035° 05' 50.07"W078° 49' 55.03"N035° 05' 51.09"W078° 49' 57.05"N035° 05' 44.52"W078° 49' 54.62"N035° 05' 45.70"W078° 49' 57.42"N035° 05' 44.99"W078° 49' 57.46"AREA BORDERS GRAVEL ROADSOLAR PANEL LAYOUT AREA, TYP.(SEE STRUCTURAL FORUNDERGROUND BASE)PROTECTPROTECTPROTECTPROTECTLANDSCAPING; 28 SMALLORNAMENTAL TREES - 25' OC50'SETBACK20'SETBACK25'OFF OHE25'SETBACK25'OFF OHE20'SETBACK20'SETBACK20'SETBACK25'OFF OHE25'OFF OHE50'SETBACKAPPROXIMATE LOCATION OF EX.FORCE MAIN - PROVIDED BY PWCRELOCATE FOR GATE ACCESS12' WIDE GRAVEL ROAD- SEE DETAIL C-06FENCE TIE INFENCE TIE IN℄ OF GATE℄ OF GATE20'5'OFF FENCEPARKING SPACE - 9' x 20' MIN.R-10'EXISTING BERM - GRASSEDFOR SOLID BUFFER (3'HIGHT - 10' FLAT TOP)Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYNOTES:1.SOLAR PANEL LAYOUT PROVIDED BY MYER ENGINEERS.2.NAME OF DEVELOPMENT: COMMUNITY SOLAR AND ENEREGY STORAGE3.OWNER:FAYETTEVILLE PUBLIC WORKS COMMISSION4.ZONING:A15.ACERAGE OF SITE:20.68 AC6.NO PROPOSED BUILDING7.NO PROPOSED SIGN8.NO DRAIN FIEDS ON SITE9.1 - 9' X 20' GRAVEL PARKING SPACEPLANT INFORMATIONKEYQUANTITYBOTANICAL NAMECOMMON NAMEMIN. HT.MIN. SPR.MIN. CAL.ROOTIO28ILLEX OPACAAMERICAN HOLLY8'-0"3'-0"0'-2"B&B
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DROP INLET PROTECTION, TYP.SOLAR PANEL LAYOUT AREASILT FENCE, TYP.SILT FENCE OUTLET, TYP.PROTECTPROTECTPROTECTPROTECTPROTECTPROTECTAPPROXIMATE LOCATION OF EX.FORCE MAIN - PROVIDED BY PWCNEW INV.IN 89.71ROCK PIPE INLET PROTECTION+ 93.5'+ 92.5'+ 94.2'94.2' ++ 92.2'+ 91.3'+ 94.2'CLASS B RIPRAP OUTLET PROTECTIONDEPTH: 18"LENGTH: 7.5'WIDTH: 9'Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYNOTES:1.EROSION CONTROL LEGEND IS ON SHEET C-022.EROSION CONTROL NOTES ARE ON SHEET C-023.EARTHWORK NOTES ARE ON SHEET C-024.EROSION CONTROL CONSTRUCTION SEQUENCE IS ON SHEET C-025.TOTAL DISTURBED AREA = 6.8 ACRES6.EROSION CONTROL DETAILS ARE ON SHEET C-05LEGENDROCK PIPE INLET PROTECTIONSILT FENCESILT FENCE OUTLETCONSTRUCTION ENTRANCEINLET PROTECTIONIP
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Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYSEEDING SCHEDULE IN COASTAL AREASROCK PIPE INLET PROTECTION DETAIL“”“”“”“”TYPICAL RIP-RAP DISSIPATOR PAD DETAILTYPICAL STABILIZATION TIMEFRAMES
Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYTYPICAL SILT FENCE DETAIL(TEMPORARY)TYPICAL GRAVEL SILT FENCEOUTLET DETAIL (TEMPORARY)TYPICAL CONSTRUCTION ENTRANCEDETAIL (TEMPORARY)TYPICAL INLET PROTECTIONDETAIL (TEMPORARY)TYPICAL GRAVEL SECTIONTREE PROTECTION ZONEKEEP OUTTREE PROTECTION FENCE DETAILKEEP OUTPROTECTIONTREEZONE
Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYROUND POSTH-BEAMH-BEAMROUND POSTTYPICAL FENCE DETAILTYPICAL GROUNDING DETAILTYPICAL BRACE PANEL DETAILTYPICAL FASTENING DETAILSTYPICAL EXTENSIONARM DETAIL
Dewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929FINAL DRAWINGS - FORREVIEW PURPOSES ONLYTYPICAL DOUBLE SWING VEHICULAR GATE DETAILMatter 8" DeepCultivate Soiland Organicmin. 3' from pitof MulchMinimum Limit Earth SaucerArbor Tie2 x 2 Stakes6" Min.12" Min. Root Ball8"H x 18"W x 12"DDo Not Cut LeaderCompact UnitSubgradeRemove at time of InspectionWrap Trunk With Approved Tree Wrap3/4" woven flexible synthetic strapping as specified. (ie. Arbortie)4" Deep Earth SaucerMinimum. Remove After End Three 2" X 2" Hardwood Stakesof Guarantee Period Slightly and Rod as Placed and WateredPlanting Soil Mix as Specified; Tamp Unwrap Top 1/3 of BurlapFinish Grade8" Min.36" Min.Min.12"Mulch as specified-Keep Mulch 6" from Trunk of TreeBackfill with 6" depth of topsoil and tamp until firm.Height of Planting is 2" Above GradePer Town of Cary the Maximum