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Home My WebLink About20211173 Ver 1_Meeting Request Review Doc Attachment_20210727SASAPAINCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY 09/08/997/27/2021R:\Hydraulics\OFFSITE_STORMWATER\Permit\Drawings\20056 Six Forks Title Sheet Permit.dgnlukePROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 0 LETTING DATE: FOR AUGUST 13, 2012 N.T.S. CITY OF RALEIGH THE CITY OF RALEIGH TYPE OF WORK: MAYOR PROJECT ENGINEER PROJECT MANAGER Jeff Meador, P.E.ES TABLISHED 1792 NC LICENSE NO. F-0112 1-888-521-4455 OR 919-878-9560 8601 SIX FORKS ROAD, FORUM 1, SUITE 700 RALEIGH, NORTH CAROLINA 27615-3960 MARY-ANN BALDWIN ENGINEERING SERVICES DEPARTMENT CONTACT CITY OF RALEIGH ES 2021-XX Doug Keller, P.E. Chad Cantrell, PE, CFM 20 10 20 40 40201020 8 N PROJECT: SIX FORKS ROAD OFFSITE DRAINAGESix Forks Rd.GRADING, DRAINAGE, AND UTILITY RELOCATION 582 WIMBLETON DR. 602 WIMBLETON DR. 562 WIMBLETON DR.BUILDINGOFFICEMEDICALNOVASIX FORKS ROADAREA PROJECT APPROX. PROJECT LIMITS 622 WIMBLETON DR. 542 WIMBLETON DR. SCHOOL (WCPSS) GREEN ELEMENTARY 0 8 164 N.T.S. OF RALEIGH STANDARDS, SPECIFICATIONS, AND GUIDELINES. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY FORKS RD.5275 SIX QuantityItem Number of Lot(s) Lot Number(s) by Phase Number of Limits Livable Buildings Open Space Number of Open Space Lots Public Water (LF) Public Sewer (LF) Public Streets (LF) - Partial Public Sidewalk (LF) Public Streets (LF) - Partial Street Signs (LF) Water Service Stubs Sewer Service Stubs Number of New Water Services No. of Relcated Water Services 7 484 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PERMITING PLAN SET SIX FORKS ROAD OFFSITE DRAINAGE IMPROVEMENTS SSSSSSS SSSSSCBCBCBCB12" RCPS S 12WIMBLETON DRIVE P l. w ood P each-SixCr est vi ewWi ndel C o ttonw oodSandlewoodN o rth Glen Chadwick KnollwoodKenwoodDaywoodSedgefieldTralee Pl.Newberry Farley Rosehaven Burk wood Ln.ArchwoodCr a nbr ookLangley Cir.C olli ngsw ood R d. C ovent ry C t. SnellingM ill brookTe mpl e St.La ns downe Pl.Rd.Rd.R d.Ct.Dr. D r.Dr.Dr.Emerson Dr. Dr. Dr.Dr.Dr.Dr.Montclair Dr.Dr.B urnlee Pl.Kirk-woodRed-wood Cir. BlaineCt.Collings-wood1.51S ch. E lem . G reenWA 398 402 404394 396 407 408 409 410 406 406 407 408 409 410405406407407406404405406403 404 405 399400 401 399 400 401 397398399 402 402 397395396397398 398394 395 396 4124135' CONC WALKASPHALTASPHALTASPHALT 30" C&G24" C&G24" C&G CONC3SBKBUSMTL SHEDBFP(2)RIP RAPRIP RAPCONCSSSSSS SSSSINV OUT=419.30'INV=411.78'36" RCP TO VAULT 36" RCPS S S 24" RCP24" RCP 24" RCPSDMH TOP=412.89' INV OUT=402.87' INV OUT=396.34' TOP=403.18' SDMH INV IN=396.54' INV OUT=394.56' INV IN=395.00' SSMH TOP=396.50' SSMH TOP=413.50' INV OUT=401.32' 8 " DI P8" CLAY INV IN=401.70' INV IN=388.74' INV OUT=388.45' POND RISER 48" CHLCONCCONSERVATION AREA #1 SECONDARY TREE ALTERNATE COMPLIANCE DB 17056 PG 1962SFR OFFICE LLCPB 2019 PG 6825' UTILITY PLACEMENT EASEMENT6' SLOPE EASEMENT20' PRIVATE DRAINAGE EASEMENTN 85°31'34" E 177.04'8.00'8.39'N 0 4 ° 1 4' 5 9 " W2 1 0. 0 7' N 84°48'20" E206.47' N 84°48'20" E 165.00'EIPEIPUNDER CONSTRUCTIONAREASHED EX.SIX FORK ROADDB 13625 PG 1724 PB 2014 PG 1661 BOARD OF EDUCATION WAKE COUNTY EX. POND EX. WETLAND INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 DEPARTMENTENGINEERING SERVICESCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LCITY OF RALEIGHSHEET NO. NO. REVISIONS CADD TECH: CHECKED BY: SCALES PROJECT DATE DATE: 7/27/2021 www.rkk.com Engineers | Construction Managers | Planners | Scientists IMPROVEMENTSDRAINAGE SIX FORKS OFFSITESPECIFICATIONS, AND GUIDELINES CITY OF RALEIGH STANDARDS, ALL CONSTRUCTION SHALL BE PER HSCALE: 1" = 20' VSCALE: 1" = 4' ES 2021-XX DMK CJP PERMANENT STREAM IMPACTS PERMANENT WETLAND IMPACTS JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 TOP OF STREAM BANK KEY TEMPORARY STREAM IMPACTS 0.031 AC (1331.9 SF) IMPACTS WETLAND PERMANENT SITE 3 11.5 LF (64.7 SF) 0.0015 AC IMPACTS STREAM TEMPORARY SITE 2 70.2 LF (66.7 SF) 0.0015 AC IMPACTS STREAM PERMANENT SITE 2 20 20 400 PLAN VIEW NINV. 411.74' EX. 36" RC FES 395 400 405 410 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 385 390 415 420 395 400 405 410 390 415 420 4% 3.5%EX. RETAINING WALL8" DIP INV. EL. +/- 403.75 PROP. SANITARY SEWER INFLUENCE LINE RETAINING WALL 45 DEG PROP. CONCRETE CRADLE RIP RAP HOLE WITH CL II FILL EX. SCOUR 0.5% EXISTING GROUND BOTTOM ELEV = 399.15 TOP ELEV = 401.15 STA. 1+33 CONTROL STRUCTURE 2' DROP AT GRADE BOTTOM ELEV = 393.44 TOP ELEV = 395.44 STA. 40+00 CONTROL STRUCTURE 2' DROP AT GRADE @ 0.5% 36" RCP 22 LF @ 1% 36" RCP 4 LF INV. EL. = 406.18 STA. 2+74.90 PROP. HEADWALL SLOPE OF 1% 36" RCP BY 4' AT EXISTING END SECTION AND EXTEND REMOVE EXISTING RC FLARED PER MAP NO. 3720170600J (5/2/06) BOUNDARIES EXIST ON THE PROJECT NOTE: NO FEMA 100-YEAR FLOODPLAIN OF ENGINEERS.CORPS HAVE BEEN VERIFIED BY THE U.S. ARMY BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND 36" INV. OUT EL. = 406.64 36" INV. IN EL. = 411.70 RIM EL. = 416.77 STA. 2+74.70 PROP. JUNCTION BOX FOR JUNCTION BOX 6" THICK CONCRETE SLAB (TOP OF CLASS II RIP RAP) PROPOSED CHANNEL BASE PROPOSED GROUND PLAN AND PROFILEWETLANDSTREAM AND 3873 8 8 3 8 9 390392 393394 395395 396 397397 398398 398399399400400400 400 400401401 40 1 401402 402 402403 403404 404405405405 4 0 5 406 406406407407407407 408 4 0 8 408408409409 409410410410410 410 410410 4104114114 1 1 411 411412412412412413413413413 4134134144 1 4 4144 1 5 415 4 1 5416417 4184194 1 942042042 0421421422 4 224 2 3 4 2 4 4254 2 5426427 42842 8 4294294304 3 0 430431431431431431431431431431431432432 432 4324 3 2432 432432432433 398 402 404394 396 407 408 409 410 406 406 407 408 409 410405406407407406404405406403 404 405 399400 401 399 400 401 397398399 402 402 397395396397398 398394 395 396 4124135' CONC WALKASPHALTASPHALTASPHALT 30" C&G24" C&G24" C&G CONC3SBKBUSMTL SHEDBFP(2)RIP RAPRIP RAPCONCSSSSSS SSSSINV OUT=419.30'INV=411.78'36" RCP TO VAULT 36" RCPS S S 24" RCP24" RCP 24" RCPSDMH TOP=412.89' INV OUT=402.87' INV OUT=396.34' TOP=403.18' SDMH INV IN=396.54' INV OUT=394.56' INV IN=395.00' SSMH TOP=396.50' SSMH TOP=413.50' INV OUT=401.32' 8 " DI P8" CLAY INV IN=401.70' INV IN=388.74' INV OUT=388.45' POND RISER 48" CHLCONCCONSERVATION AREA #1 SECONDARY TREE ALTERNATE COMPLIANCE DB 17056 PG 1962SFR OFFICE LLCPB 2019 PG 6825' UTILITY PLACEMENT EASEMENT6' SLOPE EASEMENT20' PRIVATE DRAINAGE EASEMENTN 85°31'34" E 177.04'8.00'8.39'N 0 4 ° 1 4' 5 9 " W2 1 0. 0 7' N 84°48'20" E206.47' N 84°48'20" E 165.00'EIPEIPUNDER CONSTRUCTIONAREASHED EX.SIX FORK ROADDB 13625 PG 1724 PB 2014 PG 1661 BOARD OF EDUCATION WAKE COUNTY EX. POND EX. WETLAND INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY Responsive People | Creative Solutions NC License No. F-0112 Raleigh, North Carolina 27615-3960 8601 Six Forks Road, Forum 1,Suite 700 P: (919) 878-9560 DEPARTMENTENGINEERING SERVICESCITYOFRALEIGH NORTHCARO INAESTABLISHED1792LCITY OF RALEIGHSHEET NO. NO. REVISIONS CADD TECH: CHECKED BY: SCALES PROJECT DATE DATE: 7/27/2021 www.rkk.com Engineers | Construction Managers | Planners | Scientists IMPROVEMENTSDRAINAGE SIX FORKS OFFSITESPECIFICATIONS, AND GUIDELINES CITY OF RALEIGH STANDARDS, ALL CONSTRUCTION SHALL BE PER HSCALE: 1" = 20' VSCALE: 1" = 4' ES 2021-XX DMK CJP JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 TOP OF STREAM BANK PERMANENT ZONE 1 IMPACTS TEMPORARY ZONE 1 IMPACTS PERMANENT ZONE 2 IMPACTS TEMPORARY ZONE 2 IMPACTS KEY 0.007 AC (316.8 SF) IMPACTS ZONE 2 PERMANENT SITE 2 0.033 AC (1418.0 SF) IMPACTS ZONE 1 PERMANENT SITE 2 0.041 AC (1793.0 SF) IMPACTS ZONE 2 PERMANENT SITE 1 0.070 AC (3034.2 SF) IMPACTS ZONE 1 PERMANENT SITE 1 (474.0 SF) 0.011 AC IMPACTS ZONE 1 TEMPORARY SITE 2 0.002 AC (91.3 SF) IMPACTS ZONE 2 TEMPORARY SITE 2 20 20 400 PLAN VIEW NINV. 411.74' EX. 36" RC FES 395 400 405 410 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 385 390 415 420 395 400 405 410 390 415 420 4% 3.5%EX. RETAINING WALL8" DIP INV. EL. +/- 403.75 PROP. SANITARY SEWER INFLUENCE LINE RETAINING WALL 45 DEG PROP. CONCRETE CRADLE RIP RAP HOLE WITH CL II FILL EX. SCOUR 0.5% EXISTING GROUND BOTTOM ELEV = 399.15 TOP ELEV = 401.15 STA. 1+33 CONTROL STRUCTURE 2' DROP AT GRADE BOTTOM ELEV = 393.44 TOP ELEV = 395.44 STA. 40+00 CONTROL STRUCTURE 2' DROP AT GRADE @ 0.5% 36" RCP 22 LF @ 1% 36" RCP 4 LF INV. EL. = 406.18 STA. 2+74.90 PROP. HEADWALL SLOPE OF 1% 36" RCP BY 4' AT EXISTING END SECTION AND EXTEND REMOVE EXISTING RC FLARED PER MAP NO. 3720170600J (5/2/06) BOUNDARIES EXIST ON THE PROJECT NOTE: NO FEMA 100-YEAR FLOODPLAIN OF ENGINEERS.CORPS HAVE BEEN VERIFIED BY THE U.S. ARMY BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND 36" INV. OUT EL. = 406.64 36" INV. IN EL. = 411.70 RIM EL. = 416.77 STA. 2+74.70 PROP. JUNCTION BOX FOR JUNCTION BOX 6" THICK CONCRETE SLAB (TOP OF CLASS II RIP RAP) PROPOSED CHANNEL BASE PROPOSED GROUND PLAN AND PROFILEBUFFER DRAWINGSGRADING TYPICAL 3873 8 8 3 8 9 390392 393394 395395 396 397397 398398 398399399400400400 400 400401401 40 1 401402 402 402403 403404 404405405405 4 0 5 406 406406407407407407 408 4 0 8 408408409409 409410410410410 410 410410 4104114114 1 1 411 411412412412412413413413413 4134134144 1 4 4144 1 5 415 4 1 5416417 4184194 1 942042042 0421421422 4 224 2 3 4 2 4 4254 2 5426427 42842 8 4294294304 3 0 430431431431431431431431431431431432432 432 4324 3 2432 432432432433