The Pinnacle Townhomes and Commercial Site Plan 10.21.2020MB 17, PG 19MB 17, PG 19MB 17, PG 191
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:MARKET STREET ACCESSPUBLIC R/W (WIDTH VARIES)US HWY 17 PUBLIC R/W (WIDTH VARIES)LARGE DITCHRBS @ DISTURBED EIPRBS @ DISTURBED EIPERBEIPRBSEIPRBSERBERBEIPERBEIP97.30139.241
(26.76ERBEIPEIPEIPEIPAXLERBSRBSERBECMRBSDITCH ALONG LINESDRAINAGE DITCH SOUTH OF LINEGRAVEL DRIVE5'30'30' UTILITY / SEWER /DRAINAGE EASEMENTMB 37, PG 233MB 46, PG 306N/FMCINTYREN/FSAGEWOOD REVISION MB 46, PG 306N/FBARTOLOMEN/FFUTCH CREEK PROPERTIES, LLCMB 33, PG 123N/FGREENEIPCPN/FGREENEN/FFIRST BAPTIST CHURCH TRUSTEESN/FREDDICKN/FREDDICKN/F6943 MARKET, LLCN/FNIXONN/FMCINTYREEIP8" SANITARY SEWER LINE ALONG SOUTH SIDE OF US 1716" WATER SUPPLY LINE ALONG SOUTH SIDE OF US 17 & MARKET STPER CFPUA INITIAL RECORDS - MUST BE FIELD VERIFIED6
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:28.60+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAINFUTCH CREEK RDFENCE LINENAVD 88
SSMHTOP-39.5INV-32.5SSMHTOP-40.8INV-30.9TOP EDGE OF LARGE DRAINAGE DITCH
EDGE OF ASPHALT AND TURN LANE39404
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4646ZONING: CZD R-7ZONING: R-15ZONING: R-15USE: MULTI FAMILY RES.USE: SINGLE FAMILY RES.ZONING: R-15USE: SINGLE FAMILY RES.USE: CHURCHZONING: B-1USE: COMMERCIALZONING: CZD B-1USE: COMMERCIALZONING: R-15USE: SINGLE FAMILY RES.ZONING: R-15USE: VACANTZONING: R-15USE: VACANTZONING: R-15USE: SINGLE FAMILY RES.ZONING: R-15USE: SINGLE FAMILY RES.STORMWATER BASINPROP. BUILDINGPROP. BUILDINGPROP. BUILDINGPROP. BUILDINGPROP. BUILDING
PROP. BUILDING
PROP. BUILDING
PROP. BUILDING 8-O8.5-O7-HOLLY9.5-O9.5-O6.5-HOLLY7-HOLLY4.75-HOLLY5-HOLLY6-HOLLY19-P15-P10.5-O8.5-O9.5-O9.25-O10.25-O12.5-O10.5-O8-O5-HOLLY14.5-O14.5-O14-P16.5-P15.25-P10-O10-O5-HOLLY8-O13.5-O18-P8-O8-O10.25-O8.25-O8-MAPLE8.5-O28-P9.25-O15-P14.5-P16.5-P22.5-P15-P14.5-P10-O13.5-O8-O10.5-O10.25-O12-O12-O11.5-O10.25-O12.25-SG18-P4-HOLLY15.75-P14.5-P16.5-P16-P9.-O11-O15.5-P21-P9.5-O10-O12-P21-P8.5-SG13.75-O9.5-O9-O14-O9.5-O15.5-P9.5-O18-P16-P4.75-MAG15-P8.25-O8.25-O8.75-SG13.5-P17-P6-HOLLY10-O9-O8.3-O13.25-O10-O10.5-O8.5-O9.7-O11.8-O12.8-O8.8-O13.4-O12.4-O12.5-O8.8-O11.7-O9.6-O13.3-P8-O20.46-P9-O12-O8.6-O16.8-P9.2-O9.6-O15.1-P10.2-O9.25-O20.1-P13.5-P16.5-P12-P15.5-P18.5-P9.5-O11-O9.5-MAPLE11.9-MAPLE11.5-MAPLE14.7-P9.75-O8.5-O17-P10.25-O9.5-O10-O10.9-O12.2-O13.4-P8.6-O9-O8.9-O9.8-O11.2-O8.3-O9.3OHW9OHW5-HOLLY12.9-P13.3-P16.1-P6.2-HOLLY13.5-P15-P16.3-O9.8-O14.5-P11.6-O4-HOLLY8.4-O5.5-HOLLY10.9-O13.8-SG13.7-SG12-O9.7-O18.8-P16.9-P14-O13-O8.3-O6.1-HOLLY15-O9.4-O17.2-P4.5-HOLLY11.3-O11.5-O16.8-O4.5-HOLLY22-P13.4-O10.2-O4.4-HOLLY5.2-HOLLY11.9-O4.5-HOLLY11.7-O9.1-O8.5-O9.5-O13-O17.8-SG9-SG10-O11.2-O11.3-O9.2-O11.1-O9.4-O4.7-HOLLY10.5-O13.2-O15.6-O8.6-O10.3-O11.3-O11.1-O17-P23.8-P9.7-O5.2-HOLLY11.3-O18-P16.2-P8.4-O15.3-P8-O8.7-O10.5-O10-SG8-O10.6-O9.5-SG14.5-P14-O12-SG17.5-O13.5-O17.5-P11.5-O12.25-O12.5-O15.5-P9.5-O9.5-O9.5-O8.25-O8.25-O16.5-P16.5-P17-P8.75-O19.5-P15.5-P10-O9.5-OHW8.5-O17.5-O18-P9.5-SG22.25-P11.5-O9-MAPLE21.25-P15.75-P23-P16.25-P22.25-P21-P21-P11.5-O20.5-P8.5-O27.1-P16-P16.5-P12-O16OHW8-SG9.5-SG16-O13.25-O8.5-SG8.5-SG11.1-O9-O12-SG15-P9.2-O9-SG9.3-SG9.5-SG17-SG18.2-SG23.8-SG22.25-P23-P9.5-O14.5-SG11.1-O9.1-O11.5-O11.5-O13-SG20-O15.2-O15-O10.5-SG10-SG10.7-O18.5-SG13.6-P19-P23.75-P13.25-O12-O8.25-O19-P13-O12.75-O21.25-P10-O10.5-O14.75-P16-P11-O13-O10-O12-P15-P13-P12-P15-P18.25-P8-O12-O12-O9-O10.5-O9-SG8.5-MAPLE14-P15-P14.5-P11.5-MAPLE18-P11-MAPLE9.5-O13.25-P17.5-P12-P14.5-P6--MAG10-O8.6-O11.1-O8-O8.5-O14-O18.6-P11.1-O10.75-O19.25-P12-P20.5-P15-P16.8-P10-O10.5-O12.75-SG11.75-O9.75-O11.5-O9.1-O9.3-O15.3-O10.9-O6-HOLLYHOLLY CLUSTER8.1-O11.9-O10.25-O11.6-O16.1-P10-O12.2-O15.5-P13.25-O15.5-O17-P8.9-O8.7-MAPLE13.5-MAPLE13.5-MAPLE18.4-O11.9-O14.6-O14.6-O13.3-O13-SG13-SG12.6-P21.8-P13.4-P8.5-O16-P8.25-O8.7-O10.6-O10.3-O13.9-P10-O9.1-O8.1-O10-O9.3-O19.3-P19.8-P10.25-O15.5-P12.75-P10.75-O15.25-O15.25-O10-O11.5-O4-HOLLY13.25-O23.5-P18.25-P11-O11.4-O8.2-O10.2-SG15.5-P8.75-O12.9-O9.5-O16.3-O21.9-P4-HOLLY11.4-MAPLE9.5-O17-P16-P12.5-O8-O9-O12-P16.5-P8-SG13.25-OCB(CZD) OUTPARCEL(1.04 AC)C-01EXISTING CONDITIONS
& TREE REMOVAL PLAN
1" = 40'REVISIONSPROJECT NUMBER:DRAWING NUMBER:CHECKED:APPROVED:DRAWN:DATE:SCALE:SHEET SIZE:CLIENT INFORMATION:VICINITY MAP (NOT TO SCALE):2019-029CLIENT INFORMATION:Redland Development, INC6622-A Gordon Rd.Wilmington, NC 28405 OF 3JAECDCCDC24x3610/14/2020PR
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EPROPERTY LINEADJOINERSLIMITS OF DISTURBANCETREES TO BE REMOVEDLEGEND80'40'20'40'0'Scale: 1"=40' SITE DATAPARCEL ID:R02900-003-032-000CURRENT ZONING:RMF-L(CZD) & CB(CZD)PROJECT ADDRESS:8814 MARKET ST WILMINGTON, NC 28411CURRENT OWNER:REDLAND DEVELOPMENT INC.6622A GORDON ROADWILMINGTON, NC 28411TOTAL ACREAGE IN PROJECT BOUNDARY: 311,484 S.F. (7.15 AC.)EXISTING IMPERVIOUS AREA:0 S.F. (SITE IS VACANT)SITE NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LANDDEVELOPMENT CODE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTYREGULATIONS.3. EXISTING SURVEY INFORMATION PROVIDED BY GARY W. KEYES LAND SURVEYING, PC.4. THIS LOT IS LOCATED IN ZONE X AS PER FIRM COMMUNITY# 370168, MAP#3720326000K, EFFECTIVE ON 08/28/2018.5. NO WETLANDS EXIST ON SITE.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.
MB 17, PG 19MB 17, PG 19MB 17, PG 19MARKET STREET ACCESSPUBLIC R/W (WIDTH VARIES)US HWY 17 PUBLIC R/W (WIDTH VARIES)GRAVEL DRIVE30' UTILITY / SEWER /DRAINAGE EASEMENTMB 37, PG 233MB 46, PG 306N/FMCINTYREN/FSAGEWOOD REVISION MB 46, PG 306N/FBARTOLOMEN/FFUTCH CREEK PROPERTIES, LLCMB 33, PG 123N/FGREENN/FGREENEN/FFIRST BAPTIST CHURCH TRUSTEESN/FREDDICKN/FREDDICKN/F6943 MARKET, LLCN/FNIXONN/FMCINTYRE8" SANITARY SEWER LINE ALONG SOUTH SIDE OF US 1716" WATER SUPPLY LINE ALONG SOUTH SIDE OF US 17 & MARKET STPER CFPUA INITIAL RECORDS - MUST BE FIELD VERIFIED+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAINFUTCH CREEK RDFENCE LINESSMHTOP-39.5INV-32.5SSMHTOP-40.8INV-30.9EDGE OF ASPHALT AND TURN LANE39404
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4646STORMWATER BASINPROP. STORM DRAIN PIPE NETWORK TOREPLACE EX. DITCH.20' BUFFER & SIDE SETBACK20' BUFFER20' BUFFER & SIDE SETBACK 20' BUFFER & SIDE SETBACK30' PUBLIC DRAINAGE EASEMENTZONING: CZD R-7ZONING: R-15ZONING: R-15USE: MULTI FAMILY RES.USE: SINGLE FAMILY RES.ZONING: R-15USE: SINGLE FAMILY RES.USE: CHURCHZONING: B-1USE: COMMERCIALZONING: CZD B-1USE: COMMERCIALZONING: R-15USE: SINGLE FAMILY RES.ZONING: R-15USE: VACANTZONING: R-15USE: VACANTZONING: R-15USE: SINGLE FAMILY RES.ZONING: R-15USE: SINGLE FAMILY RES.PROPOSED BUILDING(9) 2 BEDROOM UNITSPROPOSED BUILDING(9) 2 BEDROOM UNITSPROPOSED BUILDING(9) 2 BEDROOM UNITSPROPOSED BUILDING
(5) 2 BEDROOM UNITS
PROPOSED BUILDING
(5) 2 BEDROOM UNITS
PROPOSED BUILDING
(5) 2 BEDROOM UNITS
PROPOSED BUILDING
(5) 2 BEDROOM UNITS
PROPOSED BUILDING(5) 2 BEDROOM UNITS
PROPOSED BUILDING
(8) 2 BEDROOM UNITS
PROPOSED 2-STORYCOMMERCIALBUILDING(8,000 GFA)9118512149101334971166158" PVC SS8" PVC SS
8" PVC SS8" PVC
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(1) F.H. ASSY(1) F.H. ASSY(1) 6" X 2" REDUCER(1) 2" G.V. %(1'6 %(1'6 %(1'6(1) 6" X 8" TEE(2) 6" G.V.8" PVC8(1) 6" X 8" TEE(1) 8" G.V.(1) F.H. ASSY %(1'6(1) 2" B.O. ASSY(1) 2" B.O. ASSY(1) 16" X 8" T.S&V.36" FESW/9'X12'X18" ED30" FESW/8'X10'X18" ED36" FESDI#1SDMH#1DI#2DI#3DI#4DI#5DI#6DI#7DI#8DI#9DI#10SDMH#2SDMH#3SDMH#4SDMH#520' BUFFER &SIDE SETBACK10-O8.6-O11.1-O8-O8.5-O14-O18.6-P11.1-O10.75-O19.25-P12-P20.5-P15-P16.8-P10-O10.5-O12.75-SG11.75-O9.75-O11.5-O9.1-O9.3-O15.3-O10.9-O6-HOLLYHOLLY CLUSTER8.1-O11.9-O10.25-O11.6-O16.1-P10-O12.2-O15.5-P13.25-O15.5-O17-P8.9-O8.7-MAPLE13.5-MAPLE13.5-MAPLE18.4-O11.9-O14.6-O14.6-O13.3-O13-SG13-SG12.6-P21.8-P13.4-P8.5-O16-P8.25-O8.7-O10.6-O10.3-O13.9-P10-O9.1-O8.1-O10-O9.3-O19.3-P19.8-P10.25-O12.75-P10.75-O15.25-O15.25-O10-O11.5-O4-HOLLY13.25-O23.5-P18.25-P11-O11.4-O8.2-O10.2-SG15.5-P8.75-O12.9-O9.5-O16.3-O21.9-P4-HOLLY11.4-MAPLE9.5-O16-P12.5-O8-O9-O12-P16.5-P8-SG13.25-OCB(CZD) OUTPARCEL(1.04 AC)10' BUFFER W/ FENCE20' SIDE SETBACK
20' SIDE SETBACK18.75' SHOD SIDE SETBACK25' REAR SETBACK25' REAR SETBACK27.5'20' SIDE SETBACK24'18' (TYP)9' (TYP)9' (TYP)27' (TYP)
24'14'
14'24'24'24'14'8' (TYP)22' (TYP)5' SIDEWALK (TYP)C-121" = 40'REVISIONSPROJECT NUMBER:DRAWING NUMBER:CHECKED:APPROVED:DRAWN:DATE:SCALE:SHEET SIZE:CLIENT INFORMATION:VICINITY MAP (NOT TO SCALE):2019-029CLIENT INFORMATION:Redland Development, INC6622-A Gordon Rd.Wilmington, NC 28405 OF 3JAECDCCDC24x3610/14/2020PR
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PRELIMINARY SITE PLAN80'40'20'40'0'Scale: 1"=40' SITE DATAPARCEL ID:R02900-003-032-000CURRENT ZONING:RMF-L(CZD) & CB(CZD)PROJECT ADDRESS:8814 MARKET ST WILMINGTON, NC 28411CURRENT OWNER:REDLAND DEVELOPMENT INC.6622A GORDON ROADWILMINGTON, NC 28411TOTAL ACREAGE IN PROJECT BOUNDARY: 311,484 S.F. (7.15 AC.)RMF-L(CZD) ACREAGE:266,219 S.F. (6.11 AC.)CB(CZD) ACREAGE:45,265 (1.04 AC.)PROPOSED USE (RMF-L CZD)RESIDENTIAL TOWN HOMESDENSITY:60 DU/6.11 AC.= 9.8 DU/ACPROPOSED USE (CB CZD):RETAIL/OFFICE/PERSONAL SERVICESBUILDING SIZE(CB CZD):8,000 SF GFACALCULATION FOR BUILDING COVERAGE (CB CZD):PROPOSED COVERAGE 6)·6) BUILDING HEIGHT (ALL BUILDINGS): 2-STORY (35' MAX)PROPOSED IMPERVIOUS AREAS:BUILDINGS57,733 S.F.ASPHALT PARKING 83,330 S.F.CONCRETE SIDEWALK, C&G, ETC. 13,790 S.F.TOTAL154,853 S.F (49.7%)PARKING REQUIRED (CB CZD): (1 Space per 400 S.F.):8,000 S.F.=20 SPACESPARKING PROVIDED (CB CZD):36 SPACES (2 ADA)PARKING REQUIRED (RMF-L CZD): (2 Space per D.U.):60 D.U.=120 SPACESPARKING PROVIDED (RMF-L CZD):133 SPACES (5 ADA)INTERIOR PARKING AREA REQUIREMENT: (8% OF PARKING AREA)REQUIRED: 83,330 S.F. X .08 =6,666 S.F.PROVIDED:9,000 S.F.STREETYARD REQUIREMENT: 37.5' (18.75' MIN & 56.25' MAX WIDTH)REQUIRED: 155.75'-27.5' = 128.25' X 37.5'= 4,809 S.F.PROVIDED:4,825 S.F.ESTIMATED TRIP GENERATION (Per Trip Generation Manual):60 D.U. (ITE CODE 230)AM PEAK: 26PM PEAK: 31 DAILY: 3498,000 SF OFFICE (ITE CODE 710)AM PEAK: 12PM PEAK: 12 DAILY: 88TOTAL TRIPS:AM PEAK: 38PM PEAK: 43 DAILY : 437EXISTING SEWER AND WATER DEMAND: 0 GPDPROPOSED SEWER AND WATER DEMAND: 14,900 GPDTOTAL OPEN SPACE REQUIREMENT: (20% OF RMF-L CZD SITE AREA)6.11 AC. X 20%= 1.2 ACPROVIDED:1.2 ACPROPERTY LINERIGHT OF WAYADJOINERSPROPOSED LOTLINEEX. EOPPROP. EASEMENTCENTER LINEWATERLINESANITARY SEWER LINERUNOFF FLOW DIRECTIONSPOT ELEVATIONDROP INLETPARKING LOT LANDSCAPINGSTREETYARDFOUNDATION PLANTINGSFIRE HYDRANT ASSYBLOW OFF ASSEMBLYGATE VALVEREDUCERLEGENDDEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LANDDEVELOPMENT CODE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTYREGULATIONS.FIRE & SAFETY NOTES:1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS.2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE ATALL TIMES.Designer's Plan Certification:Signature:Printed Name and Title:Date:Registration Number:"I hereby certify that this plan has been prepared in accordance with the latestNew Hanover County Ordinances and Storm Water Design Manual."Property Owner Certification:Signature:Printed Name and Title:Date:"I (We) hereby certify that I (we) am (are) the current owner of the property and that uponreceipt of "Authorization-To-Construct" any clearing, grading, construction or development,will be performed in accordance with this plan and that the applicable ordinances and rules ofNew Hanover County, the State of North Carolina and the Federal Government and itsagencies which are hereby made part of this plan. As the owner, I (we) accept fullSEALresponsibility for the construction and operation and maintenance of the proposed facilities. I(We) will not attempt to transfer of this responsibility without written authorization of New Hanover County." 25.5
C-23DETAILS
NTSREVISIONSPROJECT NUMBER:DRAWING NUMBER:CHECKED:APPROVED:DRAWN:DATE:SCALE:SHEET SIZE:CLIENT INFORMATION:VICINITY MAP (NOT TO SCALE):2019-029CLIENT INFORMATION:Redland Development, INC6622-A Gordon Rd.Wilmington, NC 28405 OF 3JAECDCCDC24x3610/14/2020PR
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EMIN. 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 ASDIRECTEDBYENGINEERENERGY DISSIPATORNTSSECTION A - AFILTER FABRICSEE PLANSEE PLANSEE PLAN1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.NOTES:NTSSUBGRADECOMPACTED2" SF9.5A8" ABCPAVEMENT SECTIONSITE 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.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONSTO THE ENGINEER PRIOR TO INSTALLATION.15.THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.16.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.17.ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BECONSULTED AT CONTRACTORS COST AS NECESSARY.18.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.19.CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.20.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.21.ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.TEMPORARY GRAVELCONSTRUCTION ENTRANCENTSPUBLIC ROADCOARSE AGGREGATE2" - 3"6" MIN.REQUIREDAS 50' MIN.1
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.GEO FABRIC LINERCONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OFNOTE:ENTRANCE. WHICHEVER IS GREATER.PRIVATE ACCESS EASEMENT(WIDTH VARIES)24.0'2" SF9.5A8" ABC STONEBASEPRIVATE ACCESS EASEMENT SECTION A-ANTS21.0'2 % Min.2 % Min.24" CURB & GUTTER2 % Min.24" CURB & GUTTER2 % Min.HARDWARE CLOTH AND GRAVEL INLET PROTECTIONNTS2'2'4' MAX.NCDOT #5 OR # 57WASHED STONE2:116"19-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.WHEEL STOP DETAILNTS1. CONTRACTOR SHALL INSTALL PER CITY OF WILMINGTON TECHNICAL STANDARD PER SD 15-13NOTE:WIDTH x LENGTH x HEIGHT1/2"1/2"6'-11"FRONT VIEW+2/(61/2"END VIEW4.5"1/2"8" 9" x 7'-0" x 4" 4000 PSI @ 4 - #4 REBAR 28 DAYSCONCRETE:REINFORCING:PLAN VIEW12"7'12"2. CONTRACTOR SHALL INSTALL WHEEL STOP 2.5' FROM SIDEWALK.1-1/2"R(TYP)WHITE SYMBOL ON BLUE BACKGROUNDLEGEND AND BORDER - GREENBACKGROUND - WHITE9"12"3/8"(TYP)LEGEND AND BORDER - GREENBACKGROUND - WHITE18"12"COLORS1-1/2"R(TYP)LEGEND AND BORDER - GREENBACKGROUND - WHITE9"18"3/8"(TYP)TO READ "VAN ACCESSIBLE".BOLT TO WD. POST WITH 3/8" CANDIUMPLATED NUTS, BOLTS & WASHERS9" x 1'-6" x .080 STD ALUM. SIGNNUTS, BOLTS & WASHERS.9" x 1'-0" x .080 STD ALUM. SIGNTO READ "MAXIMUM PENALTY $250,GS 20-37.6". BOLT TO WD. POSTWITH 3/8" CANDIUM PLATEDPRESSURE TREATED 4"x4" POST.3'-0" MIN.FINISHEDGRADE84"HANDICAPPED PARKING SIGNWITH IDENTIFICATION SYMBOL.1'-6" x 1'-0" x .080 STD. ALUM.TO READ "RESERVED PARKING"BOLT TO WD. POST W/ 3/8" CANDIUMPLATED NUTS, BOLTS & WASHERS.TYPICAL HANDICAPPED SIGN DETAILNTSR7-8a Sign(no arrows)R7-8d SignR7-8P SignPLAN1" 6" 5 3/4"MANHOLE DIAMETERSHALL BE 1'-0"LARGER THAN THE FORM FLOW CHANNEL3'-3" MIN. 3'-1 3/4" MIN.CONC.MH BLOCKS PRECAST MH RINGSSECTIONSTORM DRAIN MANHOLE DETAILBLOCK CONC. M.H. NTS 8"LARGEST PIPE8"1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE2. CONTRACTOR MAY USE ECCENTRIC M.H. UNITNOTEMIN WEIGHTS:FRAME: 208 LBS.COVER: 120 LBS.3/4" CEMENT MORTAR SEALSTD. M.H. RING & COVER1'-0" OCM.H. STEPS @1'-0" 1'-0"DOT APPROVEDPRECAST 4" RISER RINGPRECAST M.H. UNITS WITH CAST IN PLACE STEPS @ 12" OC4" CONC. SIDEWALKw/6x6-10/10 W.W.M.4"8"xxxxxASPHALTTURNDOWN SIDEWALKNTSCLASS A CONC.7"1/8"R1"3"R6"1 1/2"R3"R1'-0"2'-0"1'-6"6"ASPHALTDRAINAGE AWAY FROM CURBCLASS A CONC.24" CURB SECTIONNTSASPHALT7"2'-0"3"R1'-6"1/8"R1"6"6"1'-0"DRAINAGE TOWARD CURBSHALL SLOPE AWAY AS SHOWNAWAY FROM CURB, GUTTERWHERE RUNOFF IS DIRECTEDSLOPESLOPE1 1/2"R3"RDROP 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 CATCHPLANCASTINGSIDEWALKSECTION A-A4' minSECTION B-BAABB1.0-8.3% (30"MAX RISE)10% MAX (X=36"MIN)8.3% MAX (X<36") (FOR ALTERATIONS RAMPCURB AND GUTTER WARNING DOMES2' MIN1.6-2.4" (TYP)RAMP WIDTH0.2"Flare WARNING DOMES4'FLARE2. XL
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G1.6-2.4" (TYP)TRUNCATED DOMESBASE DIAMETER0.9-1.4"TOP DIAMETER 50-60%OF BASE (TYP)LANDINGNTSWHEEL CHAIR RAMP DETAIL