The Pinnacle Revised Site Plan 3.2.2021MB 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/FMCINTYREEIP6
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(100.05ERB1
:28.60+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAINFUTCH CREEK RDFENCE LINENAVD 88
SSMHTOP-39.5INV-32.5TOP EDGE OF LARGE DRAINAGE DITCH
39404
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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-O9-O7-HOLLY10-O10-O7-HOLLY7-HOLLY5-HOLLY5-HOLLY6-HOLLY19-P15-P11-O9-O10-O9-O10-O13-O11-O8-O5-HOLLY15-O15-O14-P17-P15-P10-O10-O5-HOLLY8-O14-O18-P8-O8-O10-O8-O8-MAPLE9-O28-P9-O15-P15-P17-P23-P15-P15-P10-O14-O8-O11-O10-O12-O12-O12-O10-O12-SG18-P4-HOLLY16-P15-P17-P16-P9-O11-O16-P21-P10-O10-O12-P21-P9-SG14-O10-O9-O14-O10-O16-P10-O18-P16-P5-MAG15-P8-O8-O9-SG14-P17-P6-HOLLY10-O9-O8-O13-O10-O11-O9-O10-O12-O13-O9-O13-O12-O13-O9-O12-O10-O13-P8-O21-P9-O12-O9-O17-P9-O10-O15-P10-O9-O20-P14-P17-P12-P16-P19-P10-O11-O10-MAPLE12-MAPLE12-MAPLE15-P10-O9-O17-P10-O10-O10-O11-O12-O13-P9-O9-O9-O10-O11-O8-O9-O9-O5-HOLLY13-P13-P16-P6-HOLLY14-P15-P16-O10-O15-P12-O4-HOLLY8-O6-HOLLY11-O14-SG14-SG12-O10-O19-P17-P14-O13-O8-O6-HOLLY15-O9-O17-P5-HOLLY11-O12-O17-O5-HOLLY22-P13-O10-O4-HOLLY5-HOLLY12-O5-HOLLY12-O9-O9-O10-O13-O18-SG9-SG10-O11-O11-O9-O11-O9-O5-HOLLY11-O13-O16-O9-O10-O11-O11-O17-P10-O5-HOLLY11-O18-P16-P8-O15-P8-O9-O11-O10-SG8-O11-O10-SG15-P14-O12-SG18-O14-O18-P12-O12-O13-O16-P10-O10-O10-O8-O8-O17-P17-P17-P9-O20-P16-P10-O9-O18-O18-P10-SG22-P12-O9-MAPLE21-P16-P23-P16-P22-P21-P21-P12-O21-P9-O27-P16-P17-P12-O16-O8-SG10-SG16-O13-O9-SG9-SG11-O9-O12-SG15-P9-O9-SG9-SG10-SG17-SG18-SG23-SG22-P23-P10-O15-SG11-O9-O12-O12-O13-SG20-O15-O15-O11-SG10-SG11-O19-SG14-P19-P24-P13-O12-O8-O19-P13-O13-O21-P10-O11-O15-P16-P11-O13-O10-O12-P15-P13-P12-P15-P18-P8-O12-O12-O9-O11-O9-SG9-MAPLE14-P15-P15-P12-MAPLE18-P11-MAPLE10-O13-P18-P12-P15-P10-O9-O11-O8-O9-O14-O19-P11-O11-O19-P12-P21-P15-P17-P10-O11-O13-SG12-O10-O12-O9-O9-O15-O11-O6-HOLLYHOLLY CLUSTER8-O12-O10-O12-O16-P10-O12-O16-P13-O16-O17-P9-O9-MAPLE14-MAPLE14-MAPLE18-O12-O15-O15-O13-O13-SG13-SG13-P22-P13-P9-O16-P8-O9-O10-O14-P10-O9-O8-O10-O9-O19-P10-O16-P13-P11-O15-O15-O10-O12-O4-HOLLY13-O24-P18-P11-O11-O8-O10-SG16-P13-O10-O16-O22-P4-HOLLY11-MAPLE10-O17-P16-P13-O8-O9-O12-P17-P8-SG13-O10-O6-MAG24-PSIG. TREESIG. TREESIG. TREEEX. 8" SS MAINEX.GRAVELDRIVEEX. BLOCK WALLAROUND LIGHT POLEEX. F.H.EX. SSMHTOP: 40.8INV: 30.9EX. W.M.EX. G.M.11-OSIG. TREE47 EX. 16" WATER MAINPROP. BUILDING
PROP. BUILDING
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 10JAECDCCDC24x362/26/2021PR
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EPROPERTY LINEADJOINERSSILTFENCELIMITS 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, APPROVED TREEPROTECTION FENCING, SUCH AS SAFETY BARRIER FENCING, A WOODEN SLAT SNOWFENCE OR WIRE FENCE, SHALL BE INSTALLED AROUND PROTECTED TREES OR TREESTANDS LOCATED IN CONSTRUCTION AREAS OR OTHER SITE AREAS THAT WILL BEDISTURBED BY CONSTRUCTION ACTIVITIES. THE FENCING SHALL BE A MINIMUM OFFOUR FEET IN HEIGHT AND BE OF DURABLE CONSTRUCTION. TREE PROTECTIVEFENCING SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTIONACTIVITIES.2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTEDWITHIN THE TREE PROTECTION FENCING.3.IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTIONIS DESTROYED, SUBSTANTIALLY DAMAGED, OR DIES AS A RESULT OF NEGLIGENCE ONTHE PART OF THE PROPERTY OWNER WITHIN THREE YEARS AFTER COMPLETION OFCONSTRUCTION, THEN REPLACEMENT TREES SHALL BE PLANTED ON THE SITE WITHA TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE RETAINED TREE. AMINIMUM GROWING AREA OF 144 SQUARE FEET SHALL BE PROVIDED FOR EACHREPLACEMENT TREE. IF THE PLANNING DIRECTOR DETERMINES IT IS INFEASIBLE ORFOR REPLACEMENT TREE(S) TO BE ACCOMMODATED ON THE SITE, THEN A PAYMENT0$<%(0$'(727+(&2817<¶675((,03529(0(17)81'(48,9$/(17727+(PRICING STANDARDS IN THE COUNTY FEE SCHEDULE.MITIGATION REQUIRED FOR REMOVAL OFSIGNIFICANT TREESQTYSIZETYPEREPLACEMENT TREE QTY324"PINE144.00127"PINE54.00128"PINE56.00TOTAL REPLACEMENTINCHES254
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/FMCINTYRE+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAINFUTCH CREEK RDFENCE LINENAVD 88
SSMHTOP-39.5INV-32.539404
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464620' BUFFER & SIDE SETBACK20' BUFFER20' BUFFER & SIDE SETBACKZONING: 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 #6(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 46.25PROPOSED BUILDING #7(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 44.0PROPOSED BUILDING #8(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 43.25PROPOSED BUILDING #4
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5
PROPOSED BUILDING #2
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5
PROPOSED BUILDING #3
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5
PROPOSED BUILDING #9(3) 2 BDRM & (2) 3 BDRM UNITSFFE: 42.5
PROPOSED BUILDING #5
(6) 2 BDRM & (2) 3 BDRM UNITS
FFE: 42.5
PROPOSED 2-STORYCOMMERCIALBUILDING(8,000 GFA)FFE: 48.25911612149101334971166159820' BUFFER &SIDE SETBACK13-O10-O9-O11-O8-O9-O14-O19-P11-O11-O19-P12-P21-P15-P17-P10-O11-O13-SG12-O10-O12-O9-O9-O15-O11-O6-HOLLYHOLLY CLUSTER8-O12-O10-O12-O16-P10-O12-O16-P13-O16-O17-P9-O9-MAPLE14-MAPLE14-MAPLE18-O12-O15-O15-O13-O13-SG13-SG13-P22-P13-P9-O16-P8-O14-P10-O9-O10-O9-O13-P11-O15-O15-O10-O12-O4-HOLLY13-O18-P11-O10-O16-O11-MAPLE10-O9-O12-P17-P8-SGCB(CZD) OUTPARCEL(1.04 AC)10' BUFFER20' SIDE SETBACK
20' SIDE SETBACK18.75' SHOD SIDE SETBACK25' REAR SETBACK26.7'20' SIDE SETBACK24'18' (TYP)9' (TYP)9' (TYP)27' (TYP)
24'14'
14'24'24'24'14'8' (TYP)5' SIDEWALK (TYP)EX. 8" SS MAINUPEX.GRAVELDRIVEEX. BLOCK WALLAROUND LIGHT POLEEX. F.H.EX. SSMHTOP: 40.8INV: 30.920' BUFFER & SIDE SETBACKFENCED COMPACTING TRASH DUMPSTER,RECYCLING DUMPSTER & CONCRETE PAD(SEE ARCHITECTURAL DETAILS BY OTHERS)R25'R25'R25'R
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'R25'R25'R25'R25'R25'R25'R25'R25'24'22' (TYP)UP UP
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.EX. W.M.EX. G.M.PROPOSED BUILDING #1
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5255 sf335 sf255 sf285 sf225 sf240 sf285 sf260 sf220 sf330 sf290 sf
230 sf190 sf500 sf290 sf315 sf270 sf525 sf230 sf14'R30'11.7'R30'47 EX. 16" WATER MAINPROPOSED WET DETENTION BASINTOB:41.0FP:36.9NP:35.0BTM:28.028.036.941.035.031.025' REAR SETBACKPROP. LOT LINE(TYP)PROP. LOT LINE(TYP)18' (TYP)9' (TYP)18' (TYP)9' (TYP)UPUPUPUPUPUPUPUPUP10' BUFFER10' BUFFERC-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 10JAECDCCDC24x362/26/2021PR
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SITE PLAN80'40'20'40'0'Scale: 1"=40' PROPERTY LINERIGHT OF WAYADJOINERSPROPOSED LOTLINEEX. EOPPROP. EASEMENTCENTER LINECB(CZD) OUTPARCELPARKING LOT LANDSCAPINGSTREETYARDFOUNDATION PLANTINGSLANDSCAPED AREAPROPOSED OPEN SPACELEGENDDEVELOPMENT 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.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." SITE DATAOVERALL SITE DATA:PARCEL 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.)BUILDING HEIGHT (ALL BUILDINGS):2-STORY (35' MAX)PROPOSED IMPERVIOUS AREAS:BUILDINGS58,040 S.F.ASPHALT PARKING 83,770 S.F.CONCRETE SIDEWALK, C&G, ETC.14,855 S.F.TOTAL156,665 S.F (50.3%)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:4,903 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: 43DAILY : 437EXISTING SEWER AND WATER DEMAND: 0 GPDPROPOSED SEWER AND WATER DEMAND:16,100 GPDRMF-L(CZD) SITE DATA:RMF-L(CZD) ACREAGE:266,219 S.F. (6.11 AC.)PROPOSED USE (RMF-L CZD)RESIDENTIAL TOWN HOMESDENSITY:60 DU/6.11 AC.= 9.8 DU/ACPARKING REQUIRED (RMF-L CZD): (2 Space per D.U.):60 D.U.=120 SPACESPARKING PROVIDED (RMF-L CZD):126 SPACES (5 ADA)INTERIOR PARKING AREA REQUIREMENT (RMF-L CZD): (8% OF PARKING AREA)REQUIRED: 62,655 S.F. X .08 =5,012 S.F.PROVIDED:6,525 S.F.TOTAL OPEN SPACE REQUIREMENT: (10% OF RMF-L CZD SITE AREA)6.11 AC. X 10%= 0.61 ACPROVIDED:1.53 ACCB(CZD) SITE DATA:CB(CZD) ACREAGE:45,265 (1.04 AC.)PROPOSED USE (CB CZD):RETAIL/OFFICE/PERSONAL SERVICESBUILDING SIZE(CB CZD):8,000 SF GFACALCULATION FOR BUILDING COVERAGE (CB CZD):PROPOSED COVERAGE 6)·6) PARKING REQUIRED (CB CZD): (1 Space per 400 S.F.):8,000 S.F.=20 SPACESPARKING PROVIDED (CB CZD):36 SPACES (2 ADA)FOUNDATION PLANTINGS (CB CZD):FRONT FACADE (80 LF X 25' FACADE X 12%)REQUIRED:240 S.F.PROVIDED:250 S.F.SIDE FACADE (50 LF X 25' FACADE X 12%)REQUIRED:150 S.F.PROVIDED:270 S.F.INTERIOR PARKING AREA REQUIREMENT (CB CZD): (8% OF PARKING AREA)REQUIRED: 21,115 S.F. X .08 =1,689 S.F.PROVIDED:2,355 S.F
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/FMCINTYRE+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAINFUTCH CREEK RDFENCE LINENAVD 88
SSMHTOP-39.5INV-32.539404
1 4243454446464543 44 45424140
39404
0
424
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0 444441
4646PROP. STORM DRAIN PIPE NETWORK TOREPLACE EX. DITCH.ZONING: 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 #6(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 46.25PROPOSED BUILDING #7(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 44.0PROPOSED BUILDING #8(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 43.25PROPOSED BUILDING #4
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5
PROPOSED BUILDING #2
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5
PROPOSED BUILDING #3
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5
PROPOSED BUILDING #9(3) 2 BDRM & (2) 3 BDRM UNITSFFE: 42.5
PROPOSED BUILDING #5
(6) 2 BDRM & (2) 3 BDRM UNITS
FFE: 42.5
PROPOSED 2-STORYCOMMERCIALBUILDING(8,000 GFA)FFE: 48.258" PVC SS8" PVC SS
18" RCP
18" RCP
18" RCP
6" PVC
(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" PVC(1) 6" X 8" TEE(1) 8" G.V.(1) F.H. ASSY %(1'6(1) 2" B.O. ASSY(1) 16" X 8" T.S&V.30" FES INV. 33.536" FES INV: 42.0DI#1RIM: 46.9INV: 44.0SDMH#1RIM: 47.2INV: 43.7DI#2RIM: 44.5INV: 41.5DI#3RIM: 41.0INV: 37.5DI#4RIM: 41.0INV: 37.15DI#5RIM: 40.7INV: 37.5DI#7RIM: 41.8INV: 36.05DI#8RIM: 41.2INV: 35.65SDMH#3RIM: 44.65INV: 41.65SDMH#4RIM: 42.0INV: 37.5SDMH#5RIM: 41.5INV: 34.813-O10-O9-O11-O8-O9-O14-O19-P11-O11-O19-P12-P21-P15-P17-P10-O11-O13-SG12-O10-O12-O9-O9-O15-O11-O6-HOLLYHOLLY CLUSTER8-O12-O10-O12-O16-P10-O12-O16-P13-O16-O17-P9-O9-MAPLE14-MAPLE14-MAPLE18-O12-O15-O15-O13-O13-SG13-SG13-P22-P13-P9-O16-P8-O14-P10-O9-O10-O9-O13-P11-O15-O15-O10-O12-O4-HOLLY13-O18-P11-O10-O16-O11-MAPLE10-O9-O12-P17-P8-SG5' SIDEWALK (TYP)SSMH# 1ASSMH# 1DSSMH# 1ESSMH# 2ASSMH# 3BEX. 8" SS MAIN8" PVC SS
CI#1RIM: 43.6INV: 41.0SDMH#2RIM: 41.5INV: 37.1515" RCPCI#2RIM: 41.0INV: 38.4YI#2RIM: 43.0INV: 38.0YI#3RIM: 43.0INV: 37.5UPEX.GRAVELDRIVEEX. BLOCK WALLAROUND LIGHT POLEEX. F.H.8" PVC
S
SEX. SSMHTOP: 40.8INV: 30.9FENCED COMPACTING TRASH DUMPSTER,RECYCLING DUMPSTER & CONCRETE PAD(SEE ARCHITECTURAL DETAILS BY OTHERS)UP UP
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EX. W.M.EX. G.M.8" PVC30" FES INV: 34.5 W/8'X10'X18" EDCI#3RIM: 41.0INV: 35.0OUTLET STRUCTURE(SEE DETAIL)PROPOSED BUILDING #1
(3) 2 BDRM & (2) 1 BDRM UNITS
FFE: 42.5
47 TDTIE TO EX. STRIPINGEX. 16" WATER MAIN18" RCP36" FES INV. 34.0W/15'X25'X24" EDPROPOSED WET DETENTION BASINTOB:41.0FP:36.9NP:35.0BTM:28.028.036.941.035.031.0(1) 2" B.O. ASSYEMERGENCY SPILLWAY(SEE DETAIL)YI#1RIM: 41.0INV: 38.0UPUPUPUPUPUPUPUP12" RCPUPDI#6RIM: 41.0INV: 36.9MATCH EX. ASPHALT47.547.547.547.544.644.844.1544.241.642.042.042.447.5547.5542.444.041.644.844.644.041.442.442.041.842.442.041.741.042.443.1542.042.442.442.444.542.441.645.542.442.042.042.542.542.443.2543.2543.943.7543.1541.742.341.845.543.545.2545.2543.441.6542.442.044.844.647.548.048.1547.342.442.5543.0543.1543.1543.1542.442.442.442.442.442.442.443.943.943.943.946.1546.1546.1546.1546.1542.047.847.245.043.242.5544.745.543.2542.341.843.7542.7541.641.841.746.045.545.2546.045.542.5543.0541.642.241.742.442.442.342.242.447.847.247.6541.742.542.7541.842.041.841.8(1) 8" TEE(2) 8" G.V.42.1C-231" = 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 10JAECDCCDC24x362/26/2021PR
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E80'40'20'40'0'Scale: 1"=40' GRADING, DRAINAGE, &
UTILITIES PLAN 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 IMPERVIOUS AREAS:BUILDINGS58,040 S.F.ASPHALT PARKING 83,770 S.F.CONCRETE SIDEWALK, C&G, ETC.14,855 S.F.TOTAL156,665 S.F (50.3%)PROPERTY LINERIGHT OF WAYADJOINERSPROPOSED LOTLINEEX. EOPPROP. EASEMENTCENTER LINEWATERLINESANITARY SEWER LINERUNOFF FLOW DIRECTIONSPOT ELEVATIONDROP INLETFIRE 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.PROPOSED BUILDINGS WILL NOT BE SPRINKLED.2.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FIRE HYDRANTS. A3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OFTHE HYDRANT.3.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCYVEHICLES AT ALL TIMES DURING CONSTRUCTION.4.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018NC FIRE CODE APPENDIX J" REQUIREMENTS.5.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALLCOMMERCIAL BUILDINGS THAT DEMONSTRATES THAT EXISTING EMERGENCYRESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OFTHE 2018 NC FIRE CODE.6.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTSON A 4.5 INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.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." 25.51.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 343-3910 FOR INFORMATION.5.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ONTHE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.6.WATER & SEWER SERVICES CAN NOT BE ACTIVATED ON NEW MAINS UNTIL THEENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"ISSUED BY THE PUBLIC WATER SUPPLY SECTION OF NCDENR, AND "FINAL ENGINEERINGCERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY SECTION OF NCDENR.7.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.8.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.9.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 ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIPFOUND IN THE ORIGINAL ITEM.10.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.11.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.12.ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO PIPED STORM DRAINSYSTEM.13.ANY FLOOD LIGHTS, SPOT LIGHTS, OR ANOTHER LIGHTING DEVICE SHALL BE ARRANGEDOR SHIELDED SO AS NOT TO CAST ILLUMINATION IN AN UPWARD DIRECTION ABOVE ANIMAGINARY LINE EXTENDED FROM THE LIGHT SOURCE PARALLEL TO THE GROUND.14.SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE.UTILITY NOTES:TD= THERMOPLASTIC (4" WHITE 120 MIL) MINI SKIP 3'-9' SPACINGTA= THERMOPLASTIC (4"WHITE 90 MIL) EDGELINENCDOT STRIPING LEGENDNCDOT STRIPING NOTES:1. CONTRACTOR SHALL COMPLY WITH NCDOT STANDARD SPECIFICATIONS FOR PAVEMENTMARKINGS. STD 1205.052. CONTRACTOR SHALL CONTACT TRAFFIC SERVICES (910-341-2000) FOR STRIPING LAYOUT.3. CONTRACTOR SHALL COMPLY WITH USDOT PART VI STANDARDS AND GUIDES FOR TRAFFICCONTROLS FOR HIGHWAY MAINTENANCE.
C-67DETAILS
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 10JAECDCCDC24x362/26/2021PR
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ENTSSUBGRADECOMPACTED2" 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.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.4" 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"RSIDEWALKSECTION 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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C-78DETAILS
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 10JAECDCCDC24x362/26/2021PR
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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:TEMPORARY GRAVELCONSTRUCTION ENTRANCENTSP
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OR EQUALDEWEY BROS. MODEL CH-BN-2001FRAME AND GRATE2"SEE PLAN FOR PIPEORIENTATION & SIZESNCDOT STD. NO.840.03 ORAPPROVED EQUALOF BOX 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.PLAN1" 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" OCDROP 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 CATCHPLANCASTINGBOTTOM OFSPILLWAY EL. 40.743131TOP OF BANK10'1355'EL. 40.74EL. 41.0SEDIMENT BASIN EMERGENCY SPILLWAY DETAILNTSEL. 41.0NOTES:1. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP FOR THE FIRST 20'. REMAINING LENGTH OF CHANNELTO BE STABILIZED WITH EXCELSIOR MAT AND SEEDED IN ACCORDANCE WITH SPECIFICATIONS.2.516131TOP OF SHELF 35.5BOTTOM OF SHELF 34.5CLEAN OUT 30.0CLEAN OUT 27.0NTS33.034.0CLASS "B" RIP RAP1' MIN. TUCK(TYP.)NON-WOVENGEOTEXTILEFABRICNORMAL POOL EL. 35.031*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)*VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS AT 24" O.C. IN A CHECKERBOARD PATTERN.*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. 41.0TOP OF BANKDETENTION POND & FOREBAY SECTION5' EMBANKMENTNORMAL POOL EL. 35.0MAIN POOL2.511BOTTOM 28.0FLOOD POOL EL 36.90FOREBAY31BOTTOM EL. 31.03FOREBAY BERM BEYONDEL. 41.0TOP OF BANK4'-0"SECTION A - A6"6"BOTTOM 4" PVC PIPEW/2.25" ORIFICE4'-0"PLANINV. 35.0INV. 34.0GALV. 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 BANK30" RCP136"30" RCPANORMAL POOL 35.02.5112"
4'-0"6"6"A6"TOP OF BOX 40.0NTSDETENTION 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)8.5" WEIRINV. 36.9FLOOD POOL 36.9012"șWATER SURFACEFRONT VIEWEND VIEWPROSEPECTIVE VIEWPVC ELBOWPVC TEEPVC END CAPPVC END CAPPVC PIPE (8) 12" HOLESIN UNDERSIDEARM ASSEMBLY"C" ENCLOSUREWATER ENTRY UNITSCEHDULE 40PVC PIPEPVC TEEORIFICE PLATE3.0" SCHEDULE 40PVC PIPEFLEXIBLE HOSECONNECTED TOOUTLET STRUCTURE ORIFICEPVC PIPE VENTNTSFAIRCLOTH SKIMMER DETAIL1. SKIMMER TO BE USED IN WET PONDS AND REMOVED AFTER SITE IS PERMANENTLY STABLE.NOTES: