2021-030 Jasmine South_11-23-21 - ZONINGJASMINE COVE WAY(50' PUBLIC R/W)CLOVERLAND WAY(40' PUBLIC R/W)80' DRAINAGE & UTILITY EASEMENTDB 1417, PG 1306AMB 40, PG 327
DB 6389, PG 1051DB 5793, PG 2287CEDAR COVEPROPERTIES, LLC1
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16" LOB PINE
19" LOB PINE
11" GUM
20" LOB PINE
14" LOB PINE
18" LOB PINE
9" MAPLE
22" LOB PINE
16" POPLAR
12" LOB PINE
22" LOB PINE
20" LOB PINE
17" LOB PINE
12"/12" LOB PINE
15" LOB PINE
15" LOB PINE
9" POPLAR
15" LOB PINE
18" LOB PINE14" LOB PINE22" LOB PINE20" LOB PINE9" WATER OAK 16"/17" LOB PINE14" LOB PINE13" LOB PINE 8" BLK CHERRY20" LOB PINE19" LOB PINE19" LOB PINE18" LOB PINE9" MAPLE19" LOB PINE16" LOB PINE14" POPLAR22" LOB PINE15" LOB PINE17" LOB PINE15" LOB PINE14" S GUM9" S GUM16" LOB PINE16" LOB PINE16" LOB PINE16" LOB PINE16" LOB PINE16" LOB PINE13" LOB PINE15" LOB PINE15" LOB PINE14" LOB PINE2" LOB PINE4" LOB PINE3" LOB PINE5" LOB PINE8" WATER OAK8" WATER OAK6" DOGWOOD22" LOB PINE4"/5"/6" DOGWOOD
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9" GUM
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MATCHLINE 30' DRAINAGE EASEMENT& OPEN SPACE30' PRIVATE UTILITY &ACCESS EASEMENT(MB 61, PG 222)15' PRIVATE DRAINAGEEASEMENT (EXISTING DITCH)(MB 61, PG 222)15' PRIVATE DRAINAGEEASEMENT (EXISTING DITCH)(MB 61, PG 222)OPEN SPACE&STORMWATER POND AREA5' SIDEWALKI.E. 21.79I.E. 21.8424" FESI.E. 20.7924" FESI.E. 21.2724" CPPI.E. 20.79JASMINE COVE WAY(50' PUBLIC R/W)DB 6389, PG 1051VINEYARD COMMUNITY CHURCHDB 2537, PG 867WILMINGTONKOREAN BAPTISTCHURCHEIP6
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56PROPOSED 45' PRIVATE RIGHT OF WAY9" BLACK TUPELO4"/5" MAG16" LOB
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PINE20" LOB PINE14" MAPLE9" MAPLE14" CEDAR10" MAPLEMATCHLINEAPPROX. LOCATION EX. 6" PVC WATER MAINEX. SSMH NO. 1CT.R. 25.66'I.E. 21.2SSMHT.R. 25.62'I.E. 21.6EX. BUILDINGS TO BE REMOVEDEX. HOUSE TO BE REMOVEDI.E. 21.79I.E. 21.79I.E. 21.84SAWCUT & RESTORE TOEX. CONDITIONS PERNCDOT DETAIL 654.01EX. SANITARY SEWER AND WATER SERVICES TOBE ABANDONED PER CFPUA SPECIFICATIONSC-01EXISTING CONDITIONS,
DEMOLITION & TREE REMOVAL
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1" = 60'REVISIONSPROJECT NUMBER:DRAWING NUMBER:CHECKED:APPROVED:DRAWN:DATE:SCALE:SHEET SIZE:CLIENT INFORMATION:VICINITY MAP (NOT TO SCALE):2021-030CLIENT INFORMATION:River Birch Investments, LLCPO Box 538Wrightsville Beach, NC 28480Ph. 910-399-5688 OF 8JAECDCCDC24x3611/23/2021JASMINE COVE WAYCLOVERLAND WAYMOHICAN TRAILCROSSWINDS DR.WEDGEFIELD DR.S. COLLEGE RD.PINE HOLLOW RD.SITEPROPERTY LINEADJOINERSLIMITS OF DISTURBANCE3:1 GRASSED SWALETREES TO BE REMOVEDPROPOSED DEMOLITION AREALEGENDSITE DATAPARCEL ID:R07100-003-046-000, R07100-003-568-000, R07100-003-567-000CURRENT ZONING:R-5 (PERFORMANCE RESIDENTIAL)PROJECT ADDRESS:4606, 4618, 4626 S. COLLEGE RD. WILMINGTON, NC 28412CURRENT OWNER:SOCOL LLC5087 EDINBORO LN.WILMINGTON, NC 28409TOTAL ACREAGE IN PROJECT BOUNDARY:6) $& EXISTING IMPERVIOUS AREAS: (ALL TO BE REMOVED)BUILDINGS:5,393 S.F.ASPHALT DRIVEWAY:9,797 S.F.CONCRETE:1,715 S.F.TOTAL:16,905 S.F. (7.5%)TREE PRESERVATION NOTES:1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTIONFENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES.2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTEDWITHIN THE TREE PROTECTION FENCING.SITE NOTES:1. EXISTING SURVEY DATA PROVIDED BY VERNON DEREK DANFORD, NC LICENSE # L-4528.2. THESE LOTS ARE LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720313500K &3720313400K DATED: 08/28/2018.3.NO WETLANDS PRESENT AS PER LETTER BY DAVID SCIBETTA OF SOUTHERNENVIRONMENTAL GROUP, INC. (SEGI), DATED JUNE 21, 2021.4. NO SURFACE WATERS EXIST ON SITE.120'60'30'60'0'Scale: 1"=60'
JASMINE COVE WAY(50' PUBLIC R/W)CLOVERLAND WAY(40' PUBLIC R/W)80' DRAINAGE & UTILITY EASEMENTDB 1417, PG 1306AMB 40, PG 327
DB 6389, PG 1051DB 5793, PG 2287CEDAR COVEPROPERTIES, LLCSILVER CREEK AT JASMINE COVEDB 2091, PG 757COMMON AREAOPEN SPACE & DRAINAGE EASEMENTHENDERSON PARKEAT JOHNSON FARMSDB 5349, PG 119624" CPP24" CPP18" CPP18" CPPNAD83 (2012B)Epoch 2010.00Basis of Bearings24
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16" LOB PINE
19" LOB PINE
11" GUM
20" LOB PINE
14" LOB PINE
18" LOB PINE
9" MAPLE
22" LOB PINE
16" POPLAR
12" LOB PINE
22" LOB PINE
20" LOB PINE
17" LOB PINE
12"/12" LOB PINE
15" LOB PINE
15" LOB PINE
9" POPLAR
15" LOB PINE18" LOB PINE14" LOB PINE22" LOB PINE20" LOB PINE9" WATER OAK 16"/17" LOB PINE14" LOB PINE13" LOB PINE 8" BLK CHERRY20" LOB PINE19" LOB PINE19" LOB PINE18" LOB PINE9" MAPLE19" LOB PINE16" LOB PINE14" POPLAR22" LOB PINE15" LOB PINE17" LOB PINE15" LOB PINE14" S GUM9" S GUM16" LOB PINE16" LOB PINE16" LOB PINE16" LOB PINE16" LOB PINE16" LOB PINE13" LOB PINE15" LOB PINE15" LOB PINE14" LOB PINE2" LOB PINE4" LOB PINE3" LOB PINE5" LOB PINE8" WATER OAK8" WATER OAK6" DOGWOOD22" LOB PINE4"/5"/6" DOGWOOD
15" LOB PINE
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MATCHLINE 30' DRAINAGE EASEMENT& OPEN SPACE30' PRIVATE UTILITY &ACCESS EASEMENT(MB 61, PG 222)15' PRIVATE DRAINAGEEASEMENT (EXISTING DITCH)(MB 61, PG 222)15' PRIVATE DRAINAGEEASEMENT (EXISTING DITCH)(MB 61, PG 222)2" B.O. ASSY(1) 8" X 2" REDUCER(1) 2" G.V.(1) F.H. ASSEMBLYI.E. 21.79I.E. 21.842" SDR-21 PVC WATER MAIN(36" MIN BURY)8" SS MAIN8" SS MAINSSMH #1CSSMH #1DSSMH #1E24" FESI.E. 20.7924" FESI.E. 21.2724" CPPI.E. 20.7920191817161514131211109785,024 sf5,023 sf5,022 sf5,021 sf5,020 sf5,020 sf5,019 sf5,018 sf5,017 sf5,016 sf5,016 sf5,015 sf5,014 sf5,012 sf62,624 sf27.7527.5CI#3RIM: 25.93INV: 21.824" RCPCI#4RIM: 26.87INV: 21.35CI#5RIM: 27.28INV: 21.0527.626.5524" FES INV. 21.0W/ 10' X 10' X 18" EDOUTLET STRUCTURE(SEE DETAIL)30" FES INV. 20.5W/ 10' X 15' X 18" ED26.6OPEN SPACECI#6RIM: 26.0INV: 20.8PROP. 15' PRIVATEDRAINAGE EASEMENT24" FES INV. 20.5W/ 10' X 10' X 18" EDYI#1RIM: 27.65INV: 22.8YI#2RIM: 27.65INV: 22.7YI#3RIM: 27.3INV: 22.55YI#4RIM: 27.3INV: 22.4YI#5RIM: 27.5INV: 22.25YI#6RIM: 27.8INV: 22.1YI#7RIM: 28.0INV: 21.95YI#8RIM: 28.25INV: 21.8YI#9RIM: 28.6INV: 21.65YI#10RIM: 28.8INV: 21.55YI#11RIM: 28.8INV: 21.45YI#12RIM: 28.9INV: 21.35YI#13RIM: 28.9INV: 21.2YI#14RIM: 24.75INV: 21.0RETAINING WALL(DESIGN BY OTHERS)24.521.2522.516.017.58" SS MAINJASMINE COVE WAY(50' PUBLIC R/W)DB 6389, PG 1051VINEYARD COMMUNITY CHURCHDB 2537, PG 867WILMINGTONKOREAN BAPTISTCHURCHGYFES I.E. 22.02'18" CPP18" CPP24FORTUNE PLACEHOMEOWNERSASSOCIATION, INC.EX. 8" DIP SS MAINRETENTIONPONDCITY OF WILMINGTONMUNICIPAL LIMITSSOUTH COLLEGE RD- NC HWY 132NEW HANOVER COUNTY(200' PUBLIC R/W)DB 1116, PG 245ARAB SHRINERSCLUB OFWILMINGTON, N.C., INC.TURTLE DOVE CTCITY OF WILMINGTONMUNICIPAL LIMITS30' SANITARY
SEWEREASEMENT(MB 39,
PG
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PINE20" LOB PINE17" LOB
PINE20" LOB PINEMATCHLINEAPPROX. LOCATION EX. 6" PVC WATER MAINEX. SSMH NO. 1CT.R. 25.66'I.E. 21.2SSMHT.R. 25.62'I.E. 21.6 (/%2:I.E. 21.79I.E. 21.79I.E. 21.84TIE TO EX. 6" WATER MAIN W/(1) 6" X 6" CUT-IN TEE(2) 6" G.V.6" C-900 PVC WATER MAIN(36" MIN BURY)8" SS MAIN8" SS MAINSSMH #1ASSMH #1BSSMH #1CSAWCUT & RESTORE TOEX. CONDITIONS PERNCDOT DETAIL 654.0110912345678OPEN SPACE4,711 sf10,053 sf5,025 sf5,027 sf5,026 sf5,025 sf5,025 sf5,024 sf5,023 sf5,022 sf5,021 sfMATCH EX. ASPHALT26.0CI#1RIM: 25.0INV: 22.4CI#2RIM: 26.0INV: 22.015" RCP24" RCP26.6SECTION OF EX. SWALETO BE PLUGGED & FILLEDSECTION OF EX. SWALETO BE PLUGGED & FILLEDPROP. 15' PRIVATEDRAINAGE EASEMENTCLUSTER MAILBOX(SEE DETAIL)8'15" FES INV. 23.0YI#1RIM: 27.65INV: 22.8YI#2RIM: 27.65INV: 22.7YI#3RIM: 27.3INV: 22.55RETAINING WALL(DESIGN BY OTHERS)20'(TYP)25.52C-121" = 50'REVISIONSPROJECT NUMBER:DRAWING NUMBER:CHECKED:APPROVED:DRAWN:DATE:SCALE:SHEET SIZE:CLIENT INFORMATION:VICINITY MAP (NOT TO SCALE):2021-030CLIENT INFORMATION:River Birch Investments, LLCPO Box 538Wrightsville Beach, NC 28480Ph. 910-399-5688 OF 8JAECDCCDC24x3611/23/2021JASMINE COVE WAYCLOVERLAND WAYMOHICAN TRAILCROSSWINDS DR.WEDGEFIELD DR.S. COLLEGE RD.PINE HOLLOW RD.SITEPROPERTY LINERIGHT OF WAYADJOINERSPROPOSED LOTLINEEX. EOPPROP. EASEMENT3:1 GRASSED SWALECENTER LINEWATERLINESANITARY SEWER LINEFIRE HYDRANT ASSYBLOW OFF ASSEMBLYGATE VALVEREDUCERENERGY DISSIPATERSPOT ELEVATIONOPEN SPACESEWER SERVICEWATER SERVICELEGEND25.51. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THESITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS.2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONESHALL BE INSTALLED UNDERGROUND.3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS& STANDARDS.4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS.WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET ANDN.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION.5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THELIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY INADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKEDWITH NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THEPIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TOAID IN FUTURE LOCATION OF FACILITIES.8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDSREQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE.SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATEIN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50D.I.P. WITH PROTECTO 401 CERAMIC EPOXY LINING.11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND ASSHOWN FOR NEW DEVELOPMENTS.12. NO FLEXIBLE COUPLINGS SHALL BE USED.13. ALL STAINLESS STEEL FASTENERS SHALL BE 316.14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTINGUTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTORIS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER,PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMSSHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THEORIGINAL ITEM.15. THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO FACILITATEGOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.16. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BEESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. *BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.17. SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUSTEITHER BE UTILIZED OR ABANDONED.18. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR TEMPORARYSTABILIZATION/RELOCATION OF POWER POLES AND ASSOCIATED HARDWARE.UTILITY NOTES:FIRE & SAFETY NOTES:1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS.2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALLTIMES.3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A4.5 INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.SITE DATAPARCEL ID:R07100-003-046-000,R07100-003-568-000,R07100-003-567-000CURRENT ZONING:R-5 (PERFORMANCE RESIDENTIAL)PROJECT ADDRESS:4606, 4618, 4626 S. COLLEGE RD. WILMINGTON, NC 28412CURRENT OWNER:SOCOL LLC5087 EDINBORO LN.WILMINGTON, NC 28409TOTAL ACREAGE IN PROJECT BOUNDARY:6) $& MAXIMUM DENSITY:8 D.U./ACRE(8 X 5.18=41 D.U. ALLOWED)PROPOSED UNITS:20 DUPLEX LOTS (40 UNITS)MAXIMUM BUILDING HEIGHT:40'ON-SITE IMPERVIOUS AREAS:20 LOTS76,000 S.F. (3,800 S.F. Per Lot)ASPHALT ROAD30,100 S.F.CONCRETE SIDEWALK, C&G, ETC. 10,475 S.F.FUTURE (OPEN SPACE) 6,795 S.F.TOTAL123,370 S.F. (54.7%)TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA)REQUIRED 5.18 AC. X 20%= 1.04 ACPROVIDED:1.27 ACPROPOSED SEWER AND WATER DEMAND:SEWER: (40) 3 BDRM RES. @ 360 GAL/RES. = 14,400 GPDWATER: (40) 3 BDRM RES. @ 400 GAL/RES. = 16,000 GPDESTIMATED TRIP GENERATION (Per Trip Generation Manual):40 RESIDENTIAL D.U. (ITE CODE 210)AM PEAK: 33PM PEAK: 42SITE, GRADING, DRAINAGE,
& UTILITIES PLAN DEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIEDDEVELOPMENT ORDINANCE2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTYREGULATIONS.3. RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL.5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUMSTANDARDS FOR PRIVATE STREETS.6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION INACCORDANCE WITH NEW HANOVER COUNTY SUBDIVISION ORDINANCE.7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE PONDAREAS TO BE MAINTAINED BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOMEOWNERS ASSOCIATION.120'60'30'60'0'Scale: 1"=60' CZD CONDITIONS (Z21-11):1. EACH RESIDENTIAL STRUCTURE SHALL INCLUDE AN ATTACHED GARAGE CONSISTENTWITH THE ELEVATIONS SUBMITTED WITH THE REVISED PETITION.
C-45DETAILS
NTSREVISIONSPROJECT NUMBER:DRAWING NUMBER:CHECKED:APPROVED:DRAWN:DATE:SCALE:SHEET SIZE:CLIENT INFORMATION:VICINITY MAP (NOT TO SCALE):2021-030CLIENT INFORMATION:River Birch Investments, LLCPO Box 538Wrightsville Beach, NC 28480Ph. 910-399-5688 OF 8JAECDCCDC24x3611/23/2021JASMINE COVE WAYCLOVERLAND WAYMOHICAN TRAILCROSSWINDS DR.WEDGEFIELD DR.S. COLLEGE RD.PINE HOLLOW RD.SITEP
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ION MIN. 12-1/2 GA.INTERMEDIATE WIRES SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY 36" IN WIDTH. FABRIC SHALL BE FASTENED SELF-FASTENER STEEL ANGLE TYPE.1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THETEMPORARY SILT FENCENTS SPACING. ENGINEER.NOTES:VARIES (6'-8' MIN.)AS DIR. BY ENG.STEEL POSTFILTER FABRIC
WIRE FABRICFILTER FABRIC4"8"6"ANCHORFABRICSKIRT ASDIRECTEDBYENGINEER12"6.5"8" ABCSTONE BASE7"24"12"11"NTSVALLEY CURB DETAILNOTES:1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOTSTANDARDS2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINTSPACING3. MINIMUM INSTALLATION LENGTH IS 5 FT.4. CONCRETE TO BE 3000 PSI MINENERGY DISSIPATORNTSSECTION A - AFILTER FABRICSEE PLANSEE PLANSEE PLAN1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.NOTES:SITE WORK NOTES:1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOWGRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTEDFACILITY.6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BERESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED.9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TODETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IFACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITHCONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.10. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORECOMMENCING CONSTRUCTION.11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANYEXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATEPERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITHAPPROPRIATE PERSONNEL.13. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.14. EXISTING SURVEYING PERFORMED BY VERNON DEREK DANFORD, NC LICENSE # L-452815. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONSTO THE ENGINEER PRIOR TO INSTALLATION.16. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.17. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEESSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.18. ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BECONSULTED AT CONTRACTORS COST AS NECESSARY.19. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALLAREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TESTWILL BE PAID FOR BY THE CONTRACTOR.22. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.30'FILLED EXPANSION JOINTFILLED EXPANSION JOINT5'SECTION A-A5'AACONTROL JOINTFILLED EXPANSION JOINT4"1/2"SECTION B-BSCORE1/4"1"BBNOTES:1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.2. SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE LOCATEDOUTSIDE SIDEWALK WHERE FEASIBLE.3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.4. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY APRON)SHALL BE CLASS "A" - 3,000 PSI.5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL6. 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:19. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS SLOPE IS 2%.MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING CONDITIONS, OR NO GREATERTHAN THE SLOPE OF THE EXISTING ADJACENT ROAD.STANDARD SIDEWALK DETAILNTSCURB INLET DETAILNTSVARIES3000 PSI CONC.FLOWSECTION6"4"8"PRE-CAST CONC.ASPHALT PAVEMENTELEV. VARIES8"6" D8"6"GROUTINSIDE WALL
BOC
OR EQUALDEWEY BROS. MODEL CH-BN-2001FRAME AND GRATE2"SEE PLAN FOR PIPEORIENTATION & SIZESNCDOT STD. NO.840.03 ORAPPROVED EQUALOF BOX 45' (PRIVATE) RIGHT OF WAY24" VALLEYCURB28.0'2" SF9.5A8" ABC STONEBASE5' SIDEWALKPRIVATE ROAD SECTION A-ANTS24.0'3' PLAZA2 % Min.2 % Min.2 % Min.24" VALLEYCURB6' PLAZA2 % Min.3'HARDWARE CLOTH AND GRAVEL INLET PROTECTIONNTS4' MAX.NCDOT #5 OR # 57WASHED STONE19-GAUGE HARDWARE CLOTH(1/4 MESH OPENINGS)FILTEREDWATERINSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OFANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUTTHE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE ASNEEDED.MAINTENANCE:CONSTRUCTION SPECIFICATIONS:1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHINGTHE INLET.2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUNDSURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THEPERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESHUNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, ANDSMOOTH TO AN EVEN GRADE.5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEENSTABILIZED, REMOVE ACCUMULATED SEDIMENT, ANDESTABLISH FINAL GRADING ELEVATIONS.6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITHGROUNDCOVER.șWATER SURFACEFRONT VIEWEND VIEWPROSEPECTIVE VIEWPVC ELBOWPVC TEEPVC END CAPPVC END CAPPVC PIPE (8) 12" HOLESIN UNDERSIDEARM ASSEMBLY"C" ENCLOSUREWATER ENTRY UNITSCEHDULE 40PVC PIPEPVC TEEORIFICE PLATE(SEE SIZE BELOW)SCHEDULE 40 PVC PIPE(SEE SIZE BELOW)FLEXIBLE HOSECONNECTED TOOUTLET STRUCTURE ORIFICEPVC PIPE VENTNTSFAIRCLOTH SKIMMER DETAIL1. SKIMMER TO BE USED IN WET PONDS AND REMOVED AFTER SITE IS PERMANENTLY STABLE.NOTES:SKIMMER SPECS:SIZE= 2.5" SCH-40 PVC PIPEORIFICE= 2.3" DIAMETERBOTTOM OFSPILLWAY EL. 24.13131TOP OF BANK10'1340'EL. 24.1EL. 24.50WET POND EMERGENCY SPILLWAY DETAILNTSEL. 24.50NOTES:1. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP FOR THE FULL LENGTH, AS SHOWN ON PLAN.316131TOP OF SHELF 21.75BOTTOM OF SHELF 20.75CLEAN OUT 16.5CLEAN OUT 15.0NTS20.7520.75CLASS "B" RIP RAP1' MIN. TUCK(TYP.)NON-WOVENGEOTEXTILEFABRICNORMAL POOL EL. 21.2531* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS* 6:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG, & CARDINAL FLOWER. (OR ENGINEER APPROVEDALTERNATIVE)*9(*(7$7('6+(/)6+$//%(3/$17(':,7+3/8*6253276$72&,1$&+(&.(5%2$5'3$77(51 3/$1763(5)7ð2)6+(/)$5($ * VEGETATED SHELF PLANTING SHALL NOT BE PLANTED WITHIN 10' OF THE OUTLET STRUCTURES.* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES* ANY PORTION OF WET DETENTION BASIN USED FOR S&EC DURING CONSTRUCTION MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE BEFORE USE AS A WET DETENTION BASIN.EL. 24.5TOP OF BANKDETENTION POND & FOREBAY SECTION5' EMBANKMENTNORMAL POOL EL. 21.25MAIN POOL311BOTTOM 16.0FLOOD POOL EL 22.5MIN.
6"FOREBAY31BOTTOM EL. 17.53FOREBAY BERM BEYONDEL. 24.5TOP OF BANK3'-0"SECTION A - A6"6"BOTTOM 4" PVC PIPEW/2.25" ORIFICE3'-0"PLANINV. 21.25INV. 20.75GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4"). FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE & FACE OF WEIR.TOP OF BANK24" RCP136"24" RCPANORMAL POOL 21.253112"
3'-0"6"6"A6"TOP OF BOX 23.75NTSDETENTION POND OUTLET STRUCTURE4" SCREW TYPE PLUG4" PVC PIPE4" PVC CAP W/ 2.25" DRILLED HOLE ORIFICE W/GALVANIZED WIRE CLOTH OVER SMALLDIAMETER ORIFICE (8 MESH .020 WIRE)18.0" WEIRINV. 22.5FLOOD POOL 22.512"DROP INLET DETAIL3000 PSI CONC.NTSBRICK MASONRYFLOW6"CONC. COLLAR6"DROP INLET TO HAVE SANDLEAVE OPENING AS SHOWNTRAP, DROP FOOTING 12" &ELEV. VARIESASPHALT PAVEMENTSECTIONNOTE:8"2'-0" 8"8"1'-0"VARIES4"CONC. COLLARSEE PLAN FOR PIPEORIENTATIONNOTE: USE DEWEY BROS.FOR YARD INLETSBASINS AND CH-BN-47CH-BN 3A FOR CATCHPLANCASTINGTEMPORARY GRAVELCONSTRUCTION ENTRANCENTSPUBLIC ROADCOARSE AGGREGATE2" - 3"6" MIN.REQUIREDAS 50' MIN.12' MIN.GEO FABRIC LINERCONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OFNOTE:ENTRANCE. WHICHEVER IS GREATER.T.O.B.DITCH PLUG DETAILNTSSTABILIZE SLOPES PER SEEDING SPECS10' MIN PLUG 2FLOW1TOE OF DITCH2TEMPORARY SILT FENCE (SEE DETAIL)110' MIN.w/APPROVED FILL MATERIALNOTE:DITCH TO BE FILLED IMMEDIATELY FOLLOWING DITCHPLUG INSTALLATION, PRIOR TO ANY RAIN EVENT.