The URL can be used to link to this page

Home My WebLink About20190111 Ver 1_Yonkers_Hyd_Full_20190124 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193DRAINAGE DETAILSDR-2ANORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ TO EXTEND 6" 2-2" G.I. PIPE OR PVC PIPE GROUT IN PLACE THE GUTTER TO THE CATCH BASIN THE CATCH BASIN ON THE UPHILL TOP OF THE GUTTER TO THE INVERT SIDE SHALL BEGIN 10’ FROM THE ALL CATCH BASINS OVER 3’ IN DEPTH. THE CATCH BASIN. DEPTH SHALL BE MEASURED FROM THE OF THE CATCH BASIN. USING STANDARD 5’ CASTINGS. CONCRETE BOXES ACCEPTABLE USED IN 4X4X8 OR 4X8X16 SIZES. 12" OVER 12’ DEEP 6" UP TO 12’ DEEP STANDARD C.B. STEP PLAN ELEVATION A A (RUBBER) ELEVATION SIDE (PLASTIC) MATERIAL RESISTANT #3 OR #4 REBAR SECTION A-A CORROSION TOP OF CURB FOR SLOPE REQ.’S SEE NOTE 1.7" 8" MIN.,OVER 12’ DEEP 12" MIN. UP TO 6’ FROM TOP OF CURB. 5’ 12"15" 3000 CONC. P.S.I. 6" 6"4"5"3-#3 REBARS 15" 2’-6"MIN. 2-2" PIPES 22" SLOPE -16" BELOW LONG ON A 3’ TOP OF C.B. 8" MINIMUM, OVER 12’ DEEP 6’ FROM TOP OF CURB. IF STRUCTURE IS DEEP,FOOTING IS GREATER THAN 12’ 6" BEYOND THE STRUCTURE 15" TYP. 4" 8" SLIP RESISTANT CLEATS 12" 6" 3000 PSI CONCRETE 6"6"6" 3" 8’ LONG NOTES: 16" FLOW LINE ON THE DOWNHILL SIDE, 6’4" CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 5. DOMESTIC CASTING REQUIRED WITHIN 5’ OM CATCH BASIN NOT TO SCALE SW-10.01 SHALL BEGIN 10’ FROM STREET RIGHT OF WAY. THE CATCH BASIN. THE SLOPE OF 12" MINIMUM UP TO 12 3/4" 21 1/4" 2’ 1 1/2" 1/2’ D 1/2’ D 1/2’ D 1. THE SLOPE OF THE GUTTER TO 2. STEPS SHALL BE INSTALLED IN 3. SOLID CONCRETE BRICKS MAY BE 4. NCDOT APPROVED PRECAST OR LARGER. IF PLACED WITHIN 4. FOR STEP REQUIREMENT; SEE NOTE PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. GRATE PER CITY STANDARDS VARIABLE5" 1’-3" MIN.PIPE DIAMETER PLUS 12" FOR 1. FOR 24" RCP & LARGER USE MINIMUM INSIDE DIMENSION. NOTES: 2. 24" X 24" CASTING WITH 12", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE IN PLACE OR PRECAST CONCRETE TO MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 6"2’-0" 12" MINIMUM UP TO 6’ 8" MINIMUM; OVER 8’ DEEP, FROM TOP OF CURB. 3000 PSI CONCRETE 3’-0" 4’-4" 8"8"3’-0"4’-0"8"5’-4"4’-4"8"3’-0" 4’-4"12DCITY OF RALEIGH PUBLIC WORKS DEPARTMENT DATE: 9/1/13REVISIONS STANDARD DROP INLET NOT TO SCALE SW-10.03 1/2" PLASTER 3. USE 4" X 4" X 8" OR 4" X 8" X 16" SOLID CONCRETE BLOCK. CAST USE STD. SW-10.08 OR SE-10.09 2 ON STANDARD SW-10.13. 2" MIN. 3" MAX.3’-0"4’-0"8"5’-4"4’-4"8"3’-0" 4’-4"VARIABLE6" 1’-3" MIN6"2’-0" 3000 PSI CONCRETE 3’-0" 4’-4" 8"8" NOTES: 1. FOR 24" PIPE & LARGER USE 3. FOR STEP REQUIREMENTS, CLASS "A" CONCRETE 3’-6"WAT ERSTORMCLASS "A" CONCRETE 3’-6"3’-6"CONCRETE SLAB TOP CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 GROUT FRAME TO SLAB TOP NO.3 REBAR 3" O.C. PLACED 3" FROM EDGE, ALL SIDES. ADJUST TO TOP OF BRICK 8" MINIMUM, OVER 8’ DEEP 12" MINIMUM UP TO 6’ FROM TOP OF CURB NO.3 REBAR 3" O.C. PLACED 3" FROM EDGE, ALL SIDES. STANDARD JUNCTION BOX NOT TO SCALE SW-10.04 PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. IN PLACE OR PRECAST CONCRETE ACCEPTABLE. SEE NOTE #2 ON STANDARD TO MEET NCDOT STANDARDS 2. USE 4" X 4" X 8" OR 4" X 8" X 16" SOLID CONCRETE BLOCK. CAST 1/2" PLASTER 1/2’ DNO SW-10.13. 30-42" 4’-0" 12-24" 3000 PSI CONCRETE 54" 48" 8’-0" 6’-0" TYPICAL MH FOR STORM SEWER MH DIAMETERPIPE SIZE RING AND COVER STANDARD MANHOLE C 6" GROUT SECTION A-A SECTION B-B A A TYPE A SECTION C-C A 12" THICK OVER 12’ DEEP 6" THICK UP TO 12’ DEEP B 6" SLOPE 45‘14D MAX. TO 6" 4’-0" OR 5’-0" 4" (TYP)15"B 5’-0" 4’-0" 2’-0" 2’-6" MIN.12"VARIABLE(TYP) 15" OR 5’-0" SLOPE 6"/12" 6’-0" 3000 PSI 8" 4" A B B C NOTES: 1. DEPTH MEASURED FROM TOP OF 2. PRECAST MANHOLE COMPONENTS SHALL CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 4. DOMESTIC CASTINGS REQUIRED STANDARD CLASS "A" MANHOLE NOT TO SCALE SW-10.05 CASTING TO INVERT OF MANHOLE. MEET ASTM-C-478 REQUIREMENTS. COVER DETAIL. WITHIN STREET RIGHT-OF-WAY.1/2’ D3. SEE STANDARD. SW-10.10 FOR MANHOLE 3" SIDE ELEVATION B A 15" A 6" 3" B 1" SECTION A-A 5" SECTION B-B TOP VIEW SIDE ELEVATION TREAD SURFACE 1" PLAN OF COVER 6" DETAIL OF HANDLE 5’-3" 1"1"1" HANDLES -SEE DETAIL- 6" 5’-3" 1" 1" 3" 4"1"1"5"4" HD. NUT 5" 12" 5"5" END ELEVATION 5" SHEET 1 OF 2 CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 CATCH BASIN CASTINGS NOT TO SCALE SW-10.06.1 3/4" HOLES FOR 2’-4 1/2"2’-4 1/2"1 1/2" 21 1/4" 1/2"71/2" 1 1/2"12 1/2"1 1/4" 3/4" 21 1/4" 3/8" ROUND 3 3/4" 1 1/2" 3/8" - 16NC 1/2" SQ. 3/8" RECESS 1 1/2"1 1/2" 2 1/4" 9 3.4" 3/4" 1 1/4" 3/4" 3/4" 41/2" B A B SECTION B-B A 3’-0"1"2’-9" 2’-0" SECTION A-A - DRAWING NOT TO SCALE -3’-9"CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 STANDARD 24" X 36" DROP INLET CASTING STANDARD DROP INLET CASTING NOT TO SCALE SW-10.09 1/2" 3 1/4" 3/8"8 1/4"1’ 2 1/4"1’ 2 1/4"8 1/4"5/8"3 7/8"3/4"2’ 11 3/4"3’ 1 1/4"1 3/4"1’ 3/4"4 1/2"5 1/4"1 1/2"1’ 3/4"8 1/4"8 1/4"1’ 4 1/2" 2’ 1 1/4" 1’ 11 3/4" 1 1/2" 2 1/2" 1’ 1/2" 4 1/2" 9 3/4" 1 1/2" 2 1/2"4 1/2"DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193DRAINAGE DETAILSDR-2BNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJDANGER PERMIT REQUI R EDCONFINE D SPACE DO NOT ENTERM A N U F A C T U R E R R DAM E N UI ES EW SA RTSO MCITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS COVER 120 LBS. MINIMUM 25 15/16" 33 1/4" 22" 25 1/16" 23 11/16" 21"23 1/2" NOTES: 2 3/4" BUTYL-NEK OR APPROVED SEALANT 1)ALL MANHOLE FRAMES SHALL BE BE DOMESTICALLY CAST. 2)FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS. WITHIN PUBLIC ROW AND 160 LBS. WITHIN EASEMENTS. 3)COVER SHALL WEIGH A MINIMUM OF 120 LBS. 4)ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES SHALL BE BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM OF 4 BOLTS PER FRAME. 5/8"X3" LAGSHIELD IN HOLE DRILLED INTO CONE OR RING WITH ANCHOR SUNK TO DESIGN DEPTH, AND 5/8"X3" HOT DIPPED GALVANIZED LAG BOLT AND WASHER. 1" STANDARD STORM MANHOLE COVER DATE: 9/1/13 NOT TO SCALE SW-10.10 1" 7 1/2" 1" BETWEEN FRAME AND COVER RIP RAP LINED CHANNELS CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 NOT TO SCALE SW-20.12FILTER FABRIC ORFILTER FABRIC OR(SHAPED BY MOTOR GRADER)W(SHAPED BY BULLDOZER)d2/3 WWdVELOCITIES PROHIBIT VEGETATIVE LININGS.FILTER FABRIC ORTYPICAL RIP RAP CHANNELdWGRAVEL BEDDINGGRAVEL BEDDINGGRAVEL BEDDINGSTONE CLASSIFICATIONRIP RAP DEPTHABCLASS 1CLASS 2TRAPEZOIDALTABLENOTE:TO BE USED WHERE EXCESSIVE STORMWATERV-SHAPEDPARABOLIC-SHAPEDCONTACT AREASMOOTHLY BLENDCONTACT AREASMOOTHLY BLEND2:12:11.5 d MAX1.5 d MAX6"(MIN)6"(MIN)1.5 d MAX6"(MIN)2:1 d MAX8"12"18"24"12"18"27"36"MUST BE DETERMINED BY APPROPRIATE DESIGN CRITERIA.DIMENSIONS FOR d & w AND SIZE OF STONE1.2.DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193DRAINAGE DETAILSDR-2CNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193DRAINAGE DETAILSDR-2DNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3ANORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3BNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3CNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3DNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3ENORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3FNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3GNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3HNORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SHEETSDRAINAGE SUMMARYDR-3INORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 190195195 195 195195195 195195 19 5195 200 200200 200 2 0 0 200200200 200 20020020 0200200200 200 200 200200200200 200200200205205205CONC S/W15 " HDP E15" RCP15" RCP 15" R C P 18" RCP18" RCP DITOP=198.90’INV IN=197.06’18" RCP18" PVC FENCE48" CHL 48" CHL SSSINV=191.01’CONC ISL 6" C U R B 30" C&G 3 0 " C&G BOLSGR GR30" C&GBST30" C&G 30" C&G 30" C&G30" C&G 30" C&G 30" C&GBST30" C&G (PAVED OVER)US 401 - CAPITAL BLVD - NBL (P AVE D OVE R) 30" C&GCONC MED CBTOP=202.66’INV IN=193.94’ I NV OUT=193.86’INV IN=195.22’INV OUT=195.08’TOP=199.53’INV IN=195.84’I NV OUT=195.67’CBTOP=199.76’INV IN=197.08’INV IN=196.69’OTDIWIER=201.02’INV IN=196.97’US 401 - CAPITAL BLVD - NBL S GREENWAYGREENWAYINV=191.83’INV=191.97’EXISTING R/W CANOPY36" HDPEIN V=186.15’INV=185.45’36" HDPEINV=190.16’WMHH HH T HH 6" CI 2"8" STEEL 96 FO 144 FO8" STEEL 12 FO 12 FO TOP=195.74’INV OUT=199.70’WOODS 1 WOODS WOODS TOP=INACCESSABLE INV =INACCESSABLE 2 3 CAB SIG POLE SIG W/LT S S S S S SPOLE SIG GUY CB BST BST BSTBST S S EIP POLES(3) FLAG W/LT POLE SIG S TOP=201.96’ INV=183.05’ TOP=201.38’ BOL(3) EIP S CB FDC EX IST ING RA ILROAD R /W E X ISTIN G R A IL R O A D R / W EXI S TI NG RAI LROAD R/WR/WEXI STI NGCRABTREE CREEKFAMILY CARE TURNING POINT INTERIORS & RUGS GREEN FRONTN 1102’59" W74.86’N 4253’15" W91.59’N 4959’28" W30.37’N 3257’38" W656.86’N 3303’43" W405.88’YORK FAMILY PROPERTIES DB 3408 PG 311 BM 1983 PG 959 YORK FAMILY PROPERTIES DB 3408 PG 311 BM 1983 PG 959 RS REALTY LLC DB 8453 PG 933 0401 0402 0403 0404 0410 0408 0409 0407 0406 0405 RCP-III 15" RCP-III 15" CB CB CB CB CB DI DI RETAIN REMOVE RETAIN RCP-III 15" SEE DETAIL B LATERAL V DITCH 0413 0412 0411 15" RCP-III RCP-III 15" 0414 CB CB CB OTCB REPLACE RETAI NR C P-III 18" w/MH JB 15" RCP-III 15" RCP-III 0415 W/7 SY GEOFAB 2 TONS CL B RIPRAP RCP-III 15" CELL 2 BIORETENTION FS SEE DETAIL O SP. LAT. BASE DITCH REMOVE CELL B-1 BIORETENTION CELL B-3 BIORETENTION 0416 W/10 SY GEOFAB 3 TONS CL B RIPRAP BACKSLOPE PIPE TO PROTECT INSTALL DRIVEWAY FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 FES18" RCP-III 2GI RCP-III 15" INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .01 .02 . 0 2 .0 1 .0 0 .0 1 .0 2 . 0 3 . 0 4 .04.03.02.025" MONOLITHIC ISLAND FEMA REGULATORY FLOODWAY FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FEMA REGULATORY FLOODWAY 0401 0402 0403 0404 0410 0408 0409 0407 0406 0405 RCP-III 15" RCP-III 15" CB CB CB CB CB DI DI RETAIN REMOVE RETAIN RCP-III 15" SEE DETAIL B LATERAL V DITCH 0413 0412 0411 15" RCP-III RCP-III 15" 0414 CB CB CB OTCB REPLACE RETAI NR C P-III 18" LATERAL ’V’ DITCH ( Not to Scale) D2:12:1 b 1"/Ft. -L- STA. 14+00 TO STA. 15+75 RT b=5.0 Ft. Min. D=1.0 Ft. DETAIL B Ground Natural Slope Fill w/MH JB 15" RCP-III 15" RCP-III 0415 W/7 SY GEOFAB 2 TONS CL B RIPRAP RCP-III 15" CELL 2 BIORETENTION FS2:1D B ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH -L- STA. 11+39.14 TO STA. 12+25 RT DETAIL O B=6 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill SEE DETAIL O SP. LAT. BASE DITCH FLO WFLOW REMOVE CELL B-1 BIORETENTION CELL B-3 BIORETENTION 0416 W/10 SY GEOFAB 3 TONS CL B RIPRAP BACKSLOPE PIPE TO PROTECT INSTALL DRIVEWAY FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 FES18" RCP-III 2GI RCP-III 15" RCP-III 15" DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND DR-4 ROADWAY PLAN SHEET 4DRAINAGE FOR NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ FFF F F F F F F F F C C F F C F F F F F F F10+0015+00GRAU 350 GRAU 350 PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560MATCHLINE -L- STA. 20+00 SEE SHEET 5FLO WFLOW RCP-III 15" DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 210210210215215 215 215 220 220 220 2 2 02252252 2 5 2 2 5230230230230 2302 3 0 2352 3 5 235235235 235FDC15" RCP18" RCP INV OUT=213.9’TOP=216.89’I NV OUT=222.06’TOP=224.82’SINV=212.49’INV =211.26’INV =213.55’S48" CHL OH SIGNSSSYONKERS RD 24’ BST 30" C&G 6" CURB6" CURB30"C&G6" CURBS30" C&G SYONKERS RD 24’ BST MTLSS 30" C&GSS3 0 " C&G 3 0 " C&G48" CHL 48" CHL WOODS SS15" RCPCBTOP=221.54’18" RCPINV =213.65’INV =215.50’TOP=217.80’INV IN=220.05’EXISTING R/W EXISTING R/W H H T HH HH HH T HH T T HH MTR9 6 FO 14 4 FO 24 FO 12" CI 144 FO 96 FO 24 FO 12" CI 144 F O 6 "4"8" STEEL EOI EOI 48 FO 30 FO12 FO 6" 6" 3 4 5 BST BST EIP BST BST BST W/LT BST WOODS 48" CHL EIP CB SSSSSSCB DI S 6 US 401 - CAPITAL BLVD - NBL 4 PUBLIC SAFETY NC DEPT. OF ELECTROSWITCH S 3142’47" E648.48’S 3142’47" E482.39’N 3301’10" W677.41’RS REALTY LLC DB 8453 PG 933 PROPERTIES YORK FAMILY DB 3542 PG 840 BM 1983 PG 959 VIRGINIA DOUGHTON FINLEY DB 3157 PG 223 BM 1983 PG 959 COLLEGE FOUNDATION INC DB 4395 PG 192 BM 1988 PG 1655 PROPERTIES YORK FAMILY DB 3542 PG 840 BM 1983 PG 959 0506 0505 0504 0503 0502 0501 15" RCP-III RCP-III 15" 15 " RCP -III 15" RCP-III CB CB CB CB CB w/MH TB JB REMOVERETAIN RETAINRETAINCELL B-3 BIORETENTION FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 0507 RCP- I I I 15" RCP-III 15" 15" RCP-III INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .02.03.04.04.03.02.01.00.01.02.03.04.04.03.02.01.00.01.02.02.03.04 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-5 ROADWAY PLAN SHEET 5DRAINAGE FOR NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJN PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 5IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER FOR -L- PROFILE SEE SHT. 16 FOR DRAINAGE PLAN SEE SHT. DR-5MATCHLINE -L- STA. 20+00 SEE SHEET 4MAT C HL INE -L - S T A. 30+00 S E E S HE E T 6 -L- UTILITY BOX DO NOT DISTURB 25+00 F F F F F F F F F F F F F 0506 0505 0504 0503 0502 0501 15" RCP-III RCP-III 15" 15 " RCP -III 15" RCP-III CB CB CB CB CB w/MH TB JB REMOVERETAIN RETAINRETAINCELL B-3 BIORETENTION FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 0507 RCP- I I I 15" RCP-III 15" 15" RCP-III FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 215 2 15 220220 220 225225225 225225 225225 225225 225230 230 230 230 230230230230230 230 230 230 230 230 230 235 235 235 235 235 235240 FDC FDCBFP CONC 18" R CP 15" RCPDI INV IN=223.67’15" RCP12" TC TOP=226.17’ INV OUT=223.34’ CB TOP=223.19’ INV OUT=220.70’ YONKERS RD 24’ BST S MTL S S S S S S S WD RET WALL CONC30" C&G 30" C&G 30" C&G24" C&G 72" CHL 48" CHL 48" CHL 48" CHL W/LT YONKERS RD 24’ BST WOODS WOODS I-440 (BELTLINE) TOP=243.84’ INV IN=234.48’DI 15" RCP15" RCP12" TCCB TOP=221.69’ TIMBER CURB INV IN=218.42’ INV OUT=232.46’ INV IN=225.08’ INV=230.74’ INV=226.77’ TOP=220.62’ INV IN=215.82’ INV OUT=215.79’30" RCP30" RCPMB 1987 PG 1116 EX 20’ SANITARY SEWER EASEMENT EIP EXISTING R/W BOL HH T HH MTR MTRMTR 12" CI 144 FO 12 FO 12" CI 12 FO 4" 4"24" C&G144 F O48" CHL 6 BST BST 7 BST BST BST W/LT DI FOUND END NOT GRAVEL BST POLEFLAGSLOTTERY NC EDUCATION ABC SUPPLY CO. 48" RCP 54 " RCP TOP=226.62’ JB 48" INV OUT=215.52’ 15" INV IN=224.47’ 48" INV IN=215.57’ 18" RCP 48" RCP JB TOP=219.23’ 54" INV OUT=213.33’ 30" INV IN=213.93’ 48" INV IN=213.38’ BURIED JBPOSS. N 3301’10" W 412.03’N 5659’07" E373.94’COLLEGE FOUNDATION INC DB 4395 PG 192 BM 1988 PG 1655 DB 15117 PG 2046 BM 1994 PG 370 CONTRACTORS SUPPLY CO INC AMERICAN BUILDERS & 0606 0601 0602 0605 0603 0604 RET AIN RET AIN RETAIN 0607 0608RETAINR ETAINCB w/MH JB CB CB RCP-III 18" RCP-III 15" 15" RCP-III 0609 0610 0611 0612 SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK ELEV. 230.0 FS MIN ELEV. 229.0 FS MIN RETAINSEE DETAIL F OF CURB DITCH SP. CUT BACK CB DI ADJUST EXTEND 15"RCP COLLAR & d Type of Liner= PSRM Max. d=1.0 Ft. SEE DETAIL N W/ PSRM OF CURB DITCH SP. CUT BACK RETAIN RETAIN RETAINw/MH JB RETAINDI REMOVE RETA IN 2GI DI REMOVE 0613 RCP-III 15" CB TO MH CONV. SLAB (SP. DET.) INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .04.03.02.04 .02-L- STA. 37+75.00 -RW1- STA. 10+00.00= BEGIN PROP. RETAINING WALL 1 -L- STA. 38+65.00 -RW1- STA. 10+90.03= END PROP. RETAINING WALL 1 POWER POLE DO NOT DISTURB DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LREDLINE PLAN SHEET 6IMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-6NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJN PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 6IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER FOR -L- PROFILE SEE SHTS. 16 - 17 FOR DRAINAGE PLAN SEE SHT. DR-6MATC HLINE -L- ST A. 30+00 SEE S HEET 5 MATCHLINE -L- STA. 40+00 SEE SHEET 7FIRE BOX MTR FDC DO NOT DISTURB 35+00 POWER POLE DO NOT DISTURB F C F F F FF C F C C C F 0606 0601 0602 0605 0603 0604 RET AIN RET AIN RETAIN 0607 0608RETAINR ETAINCB w/MH JB CB CB RCP-III 18" RCP-III 15" 15" RCP-III 0609 0610 0611 0612 SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK ELEV. 230.0 FS MIN ELEV. 229.0 FS MIN RETAINDETAIL G BEHIND RETAINING WALL CONCRETE DITCH ~DB4"( Not to Scale) WALL RETAINING BREAKER BOND SLOPE FRONT DITCH B= 1.0’ D= 1.0’ -L- STA. 37+65 TO STA. 38+70 RT SEE DETAIL F OF CURB DITCH SP. CUT BACK CB DI ADJUST EXTEND 15"RCP COLLAR & 1:2 3:1 d Type of Liner= PSRM Max. d=1.0 Ft. SEE DETAIL N W/ PSRM OF CURB DITCH SP. CUT BACK RETAIN RETAIN RETAINFLOW FLOW FLOW FLOW FLOW FLOW FLOW w/MH JB RETAINDI REMOVE RETA IN 2GI DI REMOVE Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 39+50 TO STA. 43+50 LT -L- STA. 32+35 TO STA. 39+00 LT DETAIL F GROUND NATURAL Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 31+50 TO STA. 32+35 LT DETAIL N GROUND NATURAL 0613 RCP-III 15" CB TO MH CONV. SLAB (SP. DET.) FLOW FLOW FLOW FLOW FLOW FLOW FLOW DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 205 205205210 210 210 210210210210210210215215215215215215215 215 2 15 215215215215215 215215220 220220 220 220 220220 220220220220 220225 225225 225225 225225225230230230230 230 230 230 235235235235 235 235 240240240 240 240 245245 245 2 5 0250 S S S GUY GUY GUYCONC S/W15" RCP36" RCP30" R C P 15" RCP 1 5" R C P CB30" RCPCB CB CB CB8" DIP8" DIP12" CLAY 72" CHL 30"C&G S S MTL MTL S S S W/LT CONC VALLEY 3 0 " C&G3 0 " C&GBST72" CHL3SBWS 30" C&G 48"CHL W/LTRALEIGH BLVD NBLRALEIGH BLVD SBLCONC VALLEYS S CONC S/W30" C&GCONC BRIDGE CONC BRIDGE 15" RCPDI (PER PLANS)JB 15" C MP HDCONC 36" RCP15" RCPDI 12" PL A STIC 12" C LA Y 12" CLAY12" CLAY 4" PVC12" CLAY PLACED BY GISMH NOT FOUND POLESIG CABSIG POLESIG LP POLESIGCONC SWSLOPE PORTECTIONCONCSLOPE PORTECTIONCONCBM 1994 PG 1935EX 45’ ACCESS EASEMENTMB 1965 PG 260EX 30’ SANITARY SEWER EASEMENTMB 1987 PG 1116 EX 20’ SANITARY SEWER EASEMENT BM 1994, PAGE 1935SOUTHERN RAILROAD EASEMENTCENTERLINE OF ABANDONED 80’ NORFOLK 8EIP EIP 10EXISTING R/W EXI STI NG R/ W EXISTING R/WHH HH HH HHHH T T C MTR HHHH MTR96-144 FO 12" CI 12 FO 96 -144 FO 144-96 FO12 FO12"12 FO 12"24 FO4"4"4"4"6 FOS 96 FO12-6 FO12-6 FO EOI 12 FO 12 FO EOI EOIEOI RALEI GH BLVD BS TBM 992 PG 1127 EX 40’ CROSS ACCESS EASEMENT EIP42" RCPS CONFLICT MH 30" C&G30" C&G30" C&G30" C&G3 0 " C&G2 4 " C&G7 9 11 BST BUS 1S BK/MTL 13 BUS 1S BK/MTL BST BST W/LT YONKERS RD 24’ BST EIP EIP W/LT W/LT POLE SIG BST 30"C&GBST W/LT W/LT I-440 (BELTLINE) SUPPLY CO. YANDLE-WITHERSPOON ELECTRICAL WIRE & NORFOLK42" CMP30" CMP206.20’INV OUT=48" RCP198.39’INV IN= 202.48’INV OUT=CREEK CRABTREE UT TO 54 " RCP S 5536’26" W369.60’DB 15117 PG 2046S 5536’26" W368.24’JAMES H DOUGHTONN 3259’40" W 395.93’S 8224’57" W55.70’S 8010’53" W63.23’S 8314’58" W194.82’S 5651’03" E 306.46’N 8241’42" E203.09’N 8434’46" E56.45’N 7857’00" E82.75’YORK FAMILY PROPERTIESDB 3408 PG 311BM 1983 PG 959DB 15117 PG 2046 BM 1994 PG 370 SUPPLY CO INC CONTRACTORS BUILDERS & AMERICAN Y&W REALTY COMPANY DB 6440 PG 453 BM 1994 PG 1935 YORK FAMILY PROPERTIES DB 3408 PG 311 DFA LLC DB 13672 PG 2055 BM 1986 PG 1345 BRM ASSOCIATES DB 5347 PG 752 BM 1992 PG 1127 0701 0702 0703 0705 0704 0706 0707 0708RETAINRCP-III 15" 15" RCP - I I I CB CB CB DI CB HW RETA IN SEE DETAIL F OF CURB DITCH SP. CUT BACK 0709CB 0710 RETAIN REMOVE RCP-III 15" R ETA IN RETAINRETAIN 0711 0712 RCP-III 36" W/28 SY GEOFAB 11 TONS CL B RIPRAP w/MH JB ROD & LUG 2 ELBOWS 15" CSP w/MH JB 15" R C P -III 15" RCP-III SEE DETAIL D SP. LAT. V DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D -L- STA. 44+00 TO STA. 44+50 LT Min. D=1.5 Ft. DETAIL D Ground Natural Flatter3:1 or Slope Fill REMOVE 15" RCP-III w/MH JB d Type of Liner= PSRM Max. d=1.0 Ft. SEE DETAIL N W/ PSRM OF CURB DITCH SP. CUT BACK (BURIED 1.0’) 54" RCP-III OF 42" RCP REMOVE 8’RETAINR E T AI N RETAINRETAINRETAI NCELL B-4 BIORETENTION CELL B-5 BIORETENTION 18" R C P -III 2:12:1 D ( Not to Scale) STANDARD ’V’ DITCH BEG. ELEV=214.7, END ELEV=214.6 -L- STA. 42+64 LT, S=0.56%, L=20’ Min. D=1.5 Ft. DETAIL E Ground Natural Ground Natural SEE DETAIL E STD. V DITCH FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .02.03.04.04.03.02.00.01.02.03.04.04.03.02.01.00.00.01.02.03.04.01 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LREDLINE PLAN SHEET 7IMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-7NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ 0701 0702 0703 0705 0704 0706 0707 0708RETAINRCP-III 15" 15" RCP - I I I CB CB CB DI CB HW RETA IN SEE DETAIL F OF CURB DITCH SP. CUT BACK 0709CB 0710 RETAIN REMOVE RCP-III 15" R ETA IN RETAINRETAIN 0711 0712 RCP-III 36" W/28 SY GEOFAB 11 TONS CL B RIPRAP w/MH JB ROD & LUG 2 ELBOWS 15" CSP w/MH JB 15" R C P -III 15" RCP-III SEE DETAIL D SP. LAT. V DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D -L- STA. 44+00 TO STA. 44+50 LT Min. D=1.5 Ft. DETAIL D Ground Natural Flatter3:1 or Slope Fill REMOVE 15" RCP-III w/MH JB d Type of Liner= PSRM Max. d=1.0 Ft. SEE DETAIL N W/ PSRM OF CURB DITCH SP. CUT BACK (BURIED 1.0’) 54" RCP-III OF 42" RCP REMOVE 8’ FLOW FLOWRETAINR E T AI N RETAINRETAINRETAI NCELL B-4 BIORETENTION CELL B-5 BIORETENTION Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 39+50 TO STA. 43+00 LT DETAIL F GROUND NATURAL Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 43+00 TO STA. 44+00 LT DETAIL N GROUND NATURAL 18" R C P -III 2:12:1 D ( Not to Scale) STANDARD ’V’ DITCH BEG. ELEV=214.7, END ELEV=214.6 -L- STA. 42+64 LT, S=0.56%, L=20’ Min. D=1.5 Ft. DETAIL E Ground Natural Ground Natural SEE DETAIL E STD. V DITCH FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 NPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 7IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER FOR -L- PROFILE SEE SHT. 17 FOR DRAINAGE PLAN SEE SHT. DR-7MATCHLINE -L- STA. 50+00 SEE SHEET 8MATCHLINE -L- STA. 40+00 SEE SHEET 6GRAU 350 GRAU 350 GRAU 350 45+00 GRAU 350 F F CF C F F F C FF C C F FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FLOW FLOW DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 210 210 215 215 215 215 215 215 215220 220 220220 220 220 220 220 220 220 220 220 225 225 225 225 225 225 225 225 225 230 230 230 230 230 230 230 230 230 235 235 235 235 235 235 235 240 240 240 245 205205205210 2102 10210215 POSSIBLE JB 12" CLAY 10" CLAY DI DI INV. OUT=214.17’ INV. OUT (12")=212.30’ TOP=216.62’ INV. IN (10")=212.84’ TOP=216.37’ TOP=217.78’ INV OUT=201.79’ 12" CLAY 12" CLAY TOP=211.57’ INV IN=202.26’ INV OUT=202.26’ 12" CLAY 12" CLAY TOP=216.36’ INV IN=202.71’ INV OUT=202.71’ 30" C&G BST BST S 30" C&GGRAVEL YONKERS RD 24’ BST BST BST BST S MTL MSE RET WALL LP LP W/LT BFP MTL MSE RET WALL BILLBOARDW/LT W/LT 4" PVCINV IN (12")=201.84’ INV IN (4")=205.65’ 12" CMP S I-440 (BELTLINE) MTL S BM 1965 PG 260SANITARY SEWER ESMTEX CITY OF RALEIGH EIP EIP EXISTING R/W EXISTING R/W GRAVEL BM 1986 PG 134520’ PRI VATE SEWER EASEMENTT HH T 12" CI 50 PR 4"24 FO200 PR600 PR24-12 FO E OI 12 FO 12 FO 12 FO 25 PR 50 PR 900 PR 30" C&G 48" EXP GUTTER 48" EXP GUTTER 36" SBG 36" SBG 6" CURB14 15 30" C&G RAP RIP FDC BST BST BST OUT NOT FOUND 13 30" RCPAHERN RENTALS PRO-BUILD STORAGE PUBLICDI LOC. APPROX. DI LOC. APPROX. DI LOC. APPROX. DI LOC. APPROX.DI TOP=204.55’ INV. IN (12")=201.71’ INV. OUT (15")=201.56’12" RCP15" RCPWALL36" 2 4" JB BLIND 30" RCP 30" RCP36" CMP JB BLIND JB BLIND JB BLIND LOC.) (APPROX. BLIND JB N 5641’47" W 188.65’ N 5535’21" W 34.03’ N 5206’51" W 99.12’ N 4802’57" W 100.15’ N 4325’51" W 98.11’S 3502’45" W480.51’ N 40 09’58" W 100.35’ N 3548’49" W 102.48’N 3400’59" E199.32’S 3441’06" W323.30’ N 5143’24" W 346.85’ HENRY H SINK JR TRUSTEE RICHARD A WILLIAMS TRUSTEE DB 14605 PG 808 BM 2011 PG 1243 YORK FAMILY PROPERTIES DB 3413 PG 411 BM 1983 PG 959 DFA LLC DB 13672 PG 2055 BM 1986 PG 1345 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .04.03.02.01.00.01.02.02.03.04.04.03.02.02 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LREDLINE PLAN SHEET 8IMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-8NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ N PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 8IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER FOR -L- PROFILE SEE SHTS. 17 - 18 FOR DRAINAGE PLAN SEE SHT. DR-8MATCHLINE -L- STA. 50+00 SEE SHEET 7MATCHLINE -L- STA. 60+00 SEE SHEET 955+00 F F F C C F F C C F F F F F F F F FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE 0801 0802 0803 0804 SEE DETAIL F OF CURB DITCH SP. CUT BACK CB CB CB 080515" RCP-III 0806 2GI FS 15" RCP-III CB FLOW FLOWRETAIN RETAI NTO ACCEPT 12" CMP FROM I-440 CONSTRUCTION ADJUST LOCATION OF 0808 FROM I-440 (OUTLET NOT FOUND). DURING NOTE: 0808 PLACED TO ACCEPT 12" CMP 0807 0808 CB15" RCP-III 12" CSP COLLAR & EXTEND CELL B-5 BIORETENTION Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 52+00 TO STA. 53+00 LT DETAIL F GROUND NATURAL CB0812 0811 RCP- I I I30" CB 36" RCP-III 36" RCP-III 36" RCP-III RCP-III30" REPLACE RETAI NBOXES EXISTING RETAIN 36" RCP- I I I 2:12:1D ( Not to Scale) d STANDARD ’V’ DITCH BEG. ELEV=201.03, END ELEV=197.50 -L- STA. 57+30 RT, S=2.8%, L=125’ Type of Liner= Class I Rip-Rap Max. d=2.5 Ft. Min. D=2.5 Ft. DETAIL R Ground Natural Ground Natural Geotextile SYSTEM RETAIN SEE DETAIL R W/ CL I RIPRAP STANDARD V DITCH CLOGGED) PIPE SYSTEM STORMWATER, FILL (PER COR WITH FLOWABLE PLUG & FILL FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 P P P P P P DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 195200205210 210 210210215 2 1 5215 215 215215215215215 215 215 215215 215 220 220225 8’ CLF CONC MED GRAVEL FDCASP CURBASP CURBASP CURB 12" CMP (2) DI DI 15" RCP 18" RCP18" RCP3 0" R C P 18" RCP INV. OUT=214.74’ INV. OUT (18")=212.20’ DI INV IN (N)=208.16’ INV IN (E)=206.94’ 24" RCP INV IN=202.75’ DI TOP=218.23’ TOP=217.00’ INV. IN (15")=212.46’ INV. IN (12")=214.46’ INV. IN (12")=214.39’ TOP=211.70’ INV OUT (W)=206.27’ INV OUT=202.29’ TOP=216.31’ INV IN=203.46’ INV OUT=203.44’ TOP=213.61’ INV IN=204.52’ INV OUT=204.00’ 12" CLAY 8" DIP SBST 48" CHL MTL YONKERS RD 24’ BST S 48" CHL S FDCS S BST30" C&G30" C&GBST W/LT WIER = 212.28’ TOP=214.09’ LP W/LT WOODSOH SIGN18" RCP15" RCPDI TOP=219.82’ INV. IN (15")=216.11’ INV. IN (18")=213.05’ INV. OUT (18")=212.79’ TOP=223.17’ INV OUT=213.41’ DI TOP=220.92’ INV. OUT=214.02’ INV. OUT=215.09’18" RCPDI TOP=211.65’ INV OUT=209.24’ S 30" RCP30" RCPINV=201.04’ INV=202.65’ MTL GR 17 18 EIP MON CON EXISTING R /W EXISTING R/W BLDG BM 1988, PG 57220’ DRAINAGE EASEMENTHH TT C CC MTR12" CI 6 FO 12" C I 96-12 FO 4" 4"HH12 FO 900 PR 900 PR BST 16 POLE GUY W/LT LP LP BFP I-440 (BELTLINE) 15 STONE SCOTT CHAIN & CABLE CAROLINA RFA CHURCH DI INV=203.76 TOP=208.26 DI INV=204.93 TOP=208.21 CRABTREE CREEKUT TO N 3548’49" W 102.48’ S 3146’33" E 54 .93 ’S 3448’07" W500.09’ S 3146 ’33" E 45 .69’ S 29 0 8 ’10 " E S 5830’58" W487.15’N 3 016’53" E583.29’ BAGWELL HOLDINGS OF VIRGINIA LLC DB 8194 PG 1129 BM 1988 PG 572 DB 15522 PG 1028 BM 1983 PG 959 GOD OF RALEIGH INC FIRST ASSEMBLY OF VIRGINIA DOUGHTON FINLEY DB 3157 PG 223 BM 1983 PG 959 DB 3413 PG 411 BM 1983 PG 959 PROPERTIES YORK FAMILY 0901 0902 0903 0904 0906 0905 0908 R E T AI NRETAINREMOVEREMOVE REMOVE RCP-I I I 15 " 15" RCP-III RETAIN RETAIN CB CB 2GI SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL H TOE PROTECTION 0909 0910 0915 0912 0911 CB CB DI DIDI 15" RCP-III 15" RCP-III 15" RCP-III RETAIN RETAIN RETAIN SYSTEMRETAIN0916 15" RCP-III 2GI SEE DETAIL D SP. LAT. V DITCH RETAINw/MH JB 24" RCP-III 15" RCP-III 0917 w/MH JB RCP-III 36" W/28 SY GEOFAB 11 TONS CL B RIPRAP W/MH JB DI REMOVE W/ MH JB DI REMOVE CELL B-6 BIORETENTION CELL B-7 BIORETENTION 24" RCP-III DI RETAIN FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .03.03.02.02.01.00.01.02 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LREDLINE PLAN SHEET 9IMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-9NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ 0901 0902 0903 0904 0906 0905 0908 R E T AI NRETAINREMOVEREMOVE REMOVE RCP-I I I 15 " 15" RCP-III RETAIN RETAIN CB CB 2GI SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL H TOE PROTECTION 0909 0910 0915 0912 0911 CB CB DI DIDI 15" RCP-III 15" RCP-III 15" RCP-III RETAIN RETAIN RETAIN SYSTEMRETAIN0916 15" RCP-III 2GI SEE DETAIL D SP. LAT. V DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D -L- STA. 70+00 TO STA. 72+50 RT Min. D=1.5 Ft. DETAIL D Ground Natural Flatter3:1 or Slope Fill RETAIN-L- STA. 63+30 TO STA. 64+00 RT Fill Slope2:1 or Flatter b= Ft. d= Ft. Type of Liner= CL B Rip-Rap b DETAIL H Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile w/MH JB 24" RCP-III 15" RCP-III FLOW FLOW FLOW 0917 w/MH JB RCP-III 36" W/28 SY GEOFAB 11 TONS CL B RIPRAP W/MH JB DI REMOVE W/ MH JB DI REMOVE CELL B-6 BIORETENTION CELL B-7 BIORETENTION Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 62+00 TO STA. 68+85 LT DETAIL F GROUND NATURAL 24" RCP-III DI RETAIN FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 N PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTROADWAY PLAN SHEET 9IMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 70+50 SEE SHEET 10FOR -L- PROFILE SEE SHT. 18 FOR DRAINAGE PLAN SEE SHT. DR-9MATCHLINE -L- STA. 60+00 SEE SHEET 8DISTURB SIGN DO NOT 65+00 70+00 F F F C F F F C F F F F C C F F FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FLOW FLOW FLOW DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 215215215215 215 215220 220220 220 220 220225 225225 225225 225225225 230 230 230230 CONC MED MED CONC MED CONCCONC CONC CONC CONC ASPASPASP CURB ASP CURB 6" CURBASP CURB S FDC ASP CURBMB S 3 0" C &GBRK RET WALL CONC S/W CONC CONC PAVERS ASP24" C&G24" C&G30" C&G30" C&GASP ASP ASP 18" RCP 15" R C P DI DI DI INV IN=207.58TOP=210.03’ INV OUT=206.31’ TOP=213.03’ TOP=212.40’ INV OUT=208.80’ YONKERS RD BST LP LP W/LT BASE LP CONC S LP S LP S LPW/LT S YONKERS RD 20’ ASP S ASPHALT PARKING S S S S S DI TOP=231.47’ INV OUT=227.25’ DI TOP=216.26’ INV IN=212.40’ 15" R CP 24" RCP24" RCP18" RCP 48" CHL 48" CHL S EIPEIP 20 EIP EXISTING R/W EXISTING R/W 6" PVC GND LT HH CHH C EOI CHH 12" CI 96-12 FO 12 FO12 FO 96-12 FO12" CI12 FO 4"4" 4" 4"2"EOI 30" C&GASP CURB18 19 21 I-440 (BELTLINE)15" RCP PLACED PER PLAN (NOT FOUND)FERGUSON YONKERS PARK RFA CHURCH TOP=212.40’ INV OUT=208.80’ 22879 227.25 DI TOP=231.47’ INV OUT=227.25’ INV=222.24’ TOP=225.06 OTCB OTCB 24" RCP15" RCPTOP=220.43’ DI8"INV OUT(15")=216.02’ INV IN(8")=217.93’ END UNKNOWN S 3152’00" W574.20’N 2 9 3 7’ 0 1 " E5 4 0. 1 2 ’N 29 55 ’ 2 7" E5 96.51’ DB 15522 PG 1028 BM 1983 PG 959 GOD OF RALEIGH INC FIRST ASSEMBLY OF WILLIAM D LOVE III LIVING TRUST DB 12307 PG 1093 BM 1983 PG 1036 THOMAS HEDRICK PARTNERSHIP DB 5663 PG 762 BM 1985 PG 1277 LDC WILIMINGTON INC DB 12161 PG 2264 BM 1988 PG 116 BM 1986 PG 1004 DIDI 1009 15" RCP-III 1001 1003DI CBRE T AI NRETAIN R ETA IN 1004 CB RCP-III 15" 1005 1006 1008 15" RCP-III CB 2GI JB w/MH SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK RETAI NRETAI NRETAINRETAIN1007 SEE DETAIL D SP. LAT. V DITCH 15" RCP-III 15" RCP-III RETAIN SYSTEMRETAI NW/MH JB OTCB REMOVE CELL B-9 BIORETENTION CELL B-8 BIORETENTION CELL B-10 BIORETENTION 15" RCP-III FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .02.01.00.01.02.02.03.02 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193REDLINE PLAN SHEET 10KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-10NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ N PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 81+00 SEE SHEET 11ROADWAY PLAN SHEET 10FOR -L- PROFILE SEE SHTS. 18 - 19 FOR DRAINAGE PLAN SEE SHT. DR-10MATCHLINE -L- STA. 70+50 SEE SHEET 975+00 80+00 F F F F F C C C F C C C CC C DIDI 1009 15" RCP-III 1001 1003DI CBRE T AI NRETAIN R ETA IN 1004 CB RCP-III 15" 1005 1006 1008 15" RCP-III CB 2GI JB w/MH SEE DETAIL F OF CURB DITCH SP. CUT BACK SEE DETAIL F OF CURB DITCH SP. CUT BACK RETAI NRETAI NRETAINRETAIN1007 SEE DETAIL D SP. LAT. V DITCH ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D -L- STA. 70+00 TO STA. 72+50 RT Min. D=1.5 Ft. DETAIL D Ground Natural Flatter3:1 or Slope Fill 15" RCP-III 15" RCP-III RETAIN SYSTEMRETAI NFLOW FLOW FLOW W/MH JB OTCB REMOVE CELL B-9 BIORETENTION CELL B-8 BIORETENTION CELL B-10 BIORETENTION Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 79+50 TO STA. 82+00 LT -L- STA. 73+53 TO STA. 79+00 LT DETAIL F GROUND NATURAL 15" RCP-III FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 FLOW FLOW FLOW DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 210 210 210 210 215 215 215 215 220220 225 225 225 225225 225 225 230 230230 230 230 2302302302302 3 0 230235235235235235235 235235 235 24" C&G FLAG 30" C&G FLAGPOLE(2)CONCDI TOP=210.55’ INV OUT=206.26’ LP LP FDC PAVERS S GATE S 24" C&G24" C&GWD RET WALL 30" C&GS YONKERS RD 20’ ASP BILLBOARDS 6" CURB ASPHALT PARKING CONC BARRIER CONC BARRIER 15" RCP15" RCP15" RCP I-440 (BELTLINE) 48" CHL MTL W/LT 48" CHL MTL EIP EXISTING R/W EXISTING R/W GND LT GND LT BFP 12" CI 12 FO 12 FO 12" CI 4"4" 12 FO 12 FO 24" C&G21 22 23 24 ASPHALT PARKING ASPHALT PARKING ASPPARKING ASPHALT HAGEMEYER MATRIX SUPPLY STOCK BUILDING CB TOP=219.83’ INV=217.29’CB15" RCP 15" RCPS 2 8 2 7 ’ 0 1" W6 8 7. 3 8 ’S 4658’52" W254.02’S 4301’08" E 100.00’S 4658’54" W416.75’S 0 7 3 3’23" E3 13.9 3’ S 2 5 4 7 ’ 5 2 " W2 2 9. 9 6 ’ LDC WILIMINGTON INC DB 12161 PG 2264 BM 1988 PG 116 BM 1986 PG 1004 LDC WILIMINGTON INC DB 13261 PG 946 BM 1988 PG 116 JAMES H DOUGHTON DB 3157 PG 223 BM 1983 PG 959 JOHN P CARROLL BM 2009 PG 198 SEE DETAIL F OF CURB DITCH SP. CUT BACK 1101 FS 2GI SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH REMOVE REMOVE OTDIREMOVE 15" RCP-III d Type of Liner= PSRM Max. d=1.0 Ft. SEE DETAIL N W/ PSRM OF CURB DITCH SP. CUT BACK CELL B-10 BIORETENTION FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .03.02.02-L- STA. 82+75.00 -RW2- STA. 10+00.00= BEGIN PROP. RETAINING WALL 2 -L- STA. 83+30.39 -RW2- STA. 10+55.39= END PROP. RETAINING WALL 2 -L- STA. 90+50.00 -RW3- STA. 10+00.00= BEGIN PROP. RETAINING WALL 3 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193REDLINE PLAN SHEET 11KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-11NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ SEE DETAIL F OF CURB DITCH SP. CUT BACK 1101 FS 2GI SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH REMOVE REMOVE OTDIREMOVE -L- STA. 90+50 TO STA. 96+00 LT 15" RCP-III d Type of Liner= PSRM Max. d=1.0 Ft. SEE DETAIL N W/ PSRM OF CURB DITCH SP. CUT BACK DETAIL G BEHIND RETAINING WALL CONCRETE DITCH D B 4" ( Not to Scale) WALL RETAINING BREAKER BOND SLOPE FRONT DITCH B= 1.0’ D= 1.0’ 1:2 3:1 ~ FLOW FLOW CELL B-10 BIORETENTION Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 79+50 TO STA. 82+00 LT DETAIL F GROUND NATURAL Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 88+00 TO STA. 89+50 LT DETAIL N GROUND NATURAL FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 N PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 81+00 SEE SHEET 10MATCHLINE -L- STA. 91+00 SEE SHEET 12ROADWAY PLAN SHEET 11FOR -L- PROFILE SEE SHT. 19 FOR DRAINAGE PLAN SEE SHT. DR-11 FLAG POLES DO NOT DISTURB 85+00 90+00 F F F F F F C C F F F F F F F CC FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FEMA REGULATORY FLOODWAY FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FLOW FLOW DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 180185185 185185190190190 190190190 195195195 195 195195195195195195 200 200200 200200200 205205 205210210 CONC DITCH CONC DITCH G ATEGRAVEL 18" RCP 15" RCPDI INV IN=191.26’ TOP=210.55’ INV OUT=206.26’ TOP=195.26’ INV OUT=191.26’ 6" CURB 30" C&GASP 72" CHL W/3SBW MTL 36" RCP HD/WW CONC MTL 48" CHL 48" CHL 48" CHL 48" CHL DI TOP=199.67’ INV. IN=195.75’ INV. OUT=193.19’15" RCPTOP=213.45’ DI INV. IN=210.90’ INV. OUT=207.78’15" RCP24" DIP ?INV OUT=177.27’ TOP=193.07’ INV IN=177.37’ INV. OUT=188.79’ RCBC11.2’ DEEP9’ WIDE X3 BARRELL INV=189.82’ INV=186.12’ TOP=193.27’ INV IN=175.45’ INV OUT=175.30’36" RCPDI TOP=189.60’ INV=186.37’ 15" RCP18" RCP TOP=191.70’ DI INV IN=185.01’INV OUT=184.84’ 18" RCPDI TOP=192.24’ 15" IN=187.66’ INV OUT=186.64’ INV IN=186.89’ WIER=206.59’ OT DI INV OUT=203.25’15" RCP15" RCP 15" RCP15" R C P 15" RCP (PER PLAN) JB I-440 (BELTLINE) EXISTING R/W FDC T H H W H H 12 FO 12" C I 12" CI 12 FO 12" CI 4" 12 FO 12 FOHH 30" C&G6" CURB RCBC INV=180.97’ RCBC INV=180.12’ 24 BUS 1S MTL ASP WOODS YONKERS RD 21’ ASP BUS 1S MTL SUPPLY STOCK BUILDING MARSH CREEK L PROPERTY LINE C OF CREEK IS JOHN P CARROLL BM 2009 PG 198 182.85 182.91 1201 1202 1203 SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH SEE DETAIL G BEH IND RET . WALL CONCRETE DITCH 1204 1205 1207 RETAIN RETAINSYSTEMRETAIN1206 RCP-III 15" JB w/MH ADJUST CBRETAINREMOVE REMOVE REMOVE CB ROD & LUG 2 ELBOWS 15" CSP 1208 DRIVEWAY DI 1211 1210 1212 15" RCP-III 1213 1215 1216 1217 W/10 SY GEOFAB 3 TONS CL B RIPRAP CB CB CB CB 1209 CB 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III JB w/MH RETAIN RETAIN CB 15" RCP-III 15" RCP-III 15" RCP-III P P FILL FLOWABLE FILL W/ PLUG & OTDI REMOVE DRIVEWAY DI 1219 1218 15" RCP-III JB w/MH RETAIN 1220 2GI 1221 1222 RCP-III 15" CB RETAIN 15" RCP-III 15" RCP-III SEE DETAIL F CUT DITCH SP. BACK OF CURB SEE DETAIL H TOE PROTECTION SEE DETAIL I SP. LAT. BASE DITCH 2GI REMOVE JB w/MH DI REMOVE DI REMOVE CB DIREMOVE CB1223 RCP-III 15" 1224 w/MH JB 2GI RCP-III 15" SEE DETAIL F CUT DITCH SP. BACK OF CURB FS FS 18" RCP-III INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY 11’11’.0211’11’.02-L- STA. 96+25.00 BEGIN C/A FENCE SHIFT .01.00.01.02R=45’R=40’ R=55’R=45’ R=65’ R=60’ -L- STA. 96+25.00 -RW3- STA. 15+75.00= END PROP. RETAINING WALL 3 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193REDLINE PLAN SHEET 12KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-12NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ N PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER MATCHLINE -L- STA. 91+00 SEE SHEET 11ROADWAY PLAN SHEET 12FOR -L- PROFILE SEE SHTS. 19 - 20 FOR DRAINAGE PLAN SEE SHT. DR-12MATCHLINE -L- STA. 101+00 SEE SHEET 13GRAU 350 GRAU 35095+00 100+00 GRAU 350 F F F F C F F F F C C F C C C 182.85 182.91 1201 1202 1203 SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH SEE DETAIL G BEH IND RET . WALL CONCRETE DITCH 1204 1205 1207 RETAIN RETAINSYSTEMRETAIN1206 RCP-III 15" JB w/MH ADJUST CBRETAINREMOVE REMOVE REMOVE CB ROD & LUG 2 ELBOWS 15" CSP 1208 DRIVEWAY DI 1211 1210 1212 15" RCP-III 1213 1215 1216 1217 W/10 SY GEOFAB 3 TONS CL B RIPRAP CB CB CB CB 1209 CB 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III JB w/MH RETAIN RETAIN CB 15" RCP-III 15" RCP-III 15" RCP-III P P FILL FLOWABLE FILL W/ PLUG & OTDI REMOVE DRIVEWAY DI 1219 1218 15" RCP-III JB w/MH RETAIN 1220 2GI 1221 1222 RCP-III 15" CB RETAIN 15" RCP-III 15" RCP-III SEE DETAIL F CUT DITCH SP. BACK OF CURB SEE DETAIL H TOE PROTECTION -L- STA. 90+50 TO STA. 96+25 LT 2:1D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- STA. 94+10 TO STA. 95+56 RT, B=6’ DETAIL I B=6.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill SEE DETAIL I SP. LAT. BASE DITCH 2GI REMOVE -L- STA. 99+00 TO STA. 102+50 RT Fill Slope2:1 or Flatter b= Ft. d= Ft. Type of Liner= CL B Rip-Rap b DETAIL H Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile DETAIL G BEHIND RETAINING WALL CONCRETE DITCH D B 4" ( Not to Scale) WALL RETAINING BREAKER BOND SLOPE FRONT DITCH B= 1.0’ D= 1.0’ 1:2 3:1 ~ FLOW FLOW FLOW FLOW JB w/MH DI REMOVE DI REMOVE CB DIREMOVE Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 96+25 TO STA. 101+00 LT DETAIL F GROUND NATURAL CB1223 RCP-III 15" 1224 w/MH JB 2GI RCP-III 15" SEE DETAIL F CUT DITCH SP. BACK OF CURB FS FS 18" RCP-III FEMA REGULATORY FLOODWAY FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FEMA REGULATORY FLOODWAY FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FLOW FLOW FLOW FLOW DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 185 190 190190 190190195 195 195 19 5 195 195 195195 195 200 200 200 2 0 0 205 205 POSSIBLE JB 15" RCP 15" RCPDI DI DI TOP=190.23’ TOP=196.73’ INV. IN=194.01’ TOP=201.25’ RCP15" TOP=194.51’ INV OUT=180.68’ INV IN(15")=183.33’INV IN(8")=184.26’ TOP=194.52’ INV OUT=183.84’ INV IN=183.84’ TOP=196.99’ INV IN=188.92’INV OUT=188.48’ TOP=200.48’ 8" CLAY S S BIL L B OAR D S 24" C&G 6" CURBS YONKERS RD 21’ ASP YONKERS RD 21’ ASP 24" C&G15" CMP BILLBOARD24" C&GINV=190.81’ INV=192.25’ DI TOP=208.60’ HD/WW CONCOH SIGNS S48" CHL 48" CHL 48" CHL INV. IN=204.54’INV. OUT=203.39’15" RCP10" DIPTOP=193.38’ INV OUT=185.48’ INV IN=185.78’10" DIP7.0’ X 7.0’ RCBC1 BARRELLTOP=191.46’ INV IN (18")=178.38’ 1 8 " CLAYINV IN (36")=174.70’ 15" CLAY TOP=189.92’ INV IN=178.72’ INV OUT=178.72’ 15" RCP TOP=193.66’ INV IN=179.69’ INV OUT=179.45’ 8" CLAY15" RCP24" RCP PIPE SHOWN FROM PLANS (NOT FOUND)15" RCPINV=185.05’ INV. IN=196.25’ INV. OUT=196.25’ 18" RCP INV. OUT=190.73’ I-440 (BELTLINE) INV INACCESSABLE LID BOLTED MTL EXISTING R/W EXISTING R/W S T HH C 12 FO 12 FO 12" CI 12 FO 12" CIEOI EOI EOIEOI EOI 200 PR 12" CI 24" C&G RCBC INV=187.54’ RCBC INV=186.47’ 25 26 ASP ASP CONC 27 ASPHALT PARKING ASP ASP LP LP GND LT LP 24" C&G 28 EDGE OF RESURFACING WA VACANTTHE MEN’S CLUB UT TO MARSH CREEKS 4031’15" W534.50’S 4031’15" W385.99’N 8750’45" W 171.75’ N 8750’45" W 453.21’ N 0028’17" W262.56’ BIG DECK PARKING LLC DB 11757 PG 1797 BM 1972 PG 487 WILLIAM S PEELER DB 7599 PG 733 BM 1972 PG 487 HOUSE OF LIGHTS INC DB 2050 PG 537 BM 1972 PG 487 JOHN S. CARBONE LLC DB 15881 PG 1707 BM 2005 PG 541 187.11 187.00 15" RCP-III RCP-III 15" 13021301 CB CB 1303 CB CB1304 1305 W/7 SY GEOFAB 2 TONS CL B RIPRAP 15" RCP-III RCP-III 15" 1307 1306 RETAINRETAI NW/14 SY GEOFAB 5 TONS CL B RIPRAP SEE DETAIL F CUT DITCH SP. BACK OF CURB 1308 1309 13101311 15" RCP-III 15" RCP-III 15" RCP-III RCP-III 15" CB CB CB CB SEE DETAIL D SP. LAT. V DITCHSEE DETAIL H TOE PROTECTION 1312 1313 13141315CBCB RETAINRETAIN 15" RCP-III 15" RCP-III SEE DETAIL J W/ CL. I RIPRAP SP. LAT. BASE DITCH JB w/MH RETAIN SEE DETAIL K BASE DITCH SP. LAT. CB DI REMOVE CB DI REMOVE Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 104+00 TO STA. 106+00 LT DETAIL F GROUND NATURAL 131615" RCP-III CB SEE DETAIL P W/ CL I RIPRAP SP. LAT. BASE DITCH REMOVE OUTLET IN FIELD OF EXISTING DETERMINE LOCATION RCP-III24" 18" RCP-III 1317 FES HW 1317 W/28 SY GEOFAB 11 TONS CL B RIPRAP2:1D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- STA. 110+08 TO STA. 111+35 RT DETAIL K B=3 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill 36" RCP-III INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .02.02.02.01.00.01.02 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193REDLINE PLAN SHEET 13KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-13NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ N PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 13FOR -L- PROFILE SEE SHT. 20 FOR DRAINAGE PLAN SEE SHT. DR-13MATCHLINE -L- STA. 101+00 SEE SHEET 12MATCHLINE -L- STA. 111+00 SEE SHEET 14GRAU 350 105+00 110+00 GRAU 350 F F C F F F F F F F C F FC F F F F F187.11 187.00 15" RCP-III RCP-III 15" 13021301 CB CB 1303 CB CB1304 1305 W/7 SY GEOFAB 2 TONS CL B RIPRAP 15" RCP-III RCP-III 15" 1307 1306 RETAINRETAI NW/14 SY GEOFAB 5 TONS CL B RIPRAP SEE DETAIL F CUT DITCH SP. BACK OF CURB 1308 1309 13101311 15" RCP-III 15" RCP-III 15" RCP-III RCP-III 15" CB CB CB CB SEE DETAIL D SP. LAT. V DITCHSEE DETAIL H TOE PROTECTION 1312 1313 13141315CBCB RETAINRETAIN 15" RCP-III 15" RCP-III ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D -L- STA. 103+25 TO STA. 104+16 RT Min. D=1.5 Ft. DETAIL D Ground Natural Flatter3:1 or Slope Fill d 2:1B D ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- STA. 108+55 TO STA. 109+63 RT Slope Fill DETAIL J B=3 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL I Rip-Rap Ground Natural Geotextile -L- STA. 100+50 TO STA. 102+50 RT Fill Slope2:1 or Flatter b= Ft. d= Ft. Type of Liner= CL B Rip-Rap b DETAIL H Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile SEE DETAIL J W/ CL. I RIPRAP SP. LAT. BASE DITCH JB w/MH RETAIN SEE DETAIL K BASE DITCH SP. LAT. FLOW FLOW FLO W CB DI REMOVE CB DI REMOVE Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 104+00 TO STA. 106+00 LT DETAIL F GROUND NATURAL 131615" RCP-III CB d 2:1B D ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- STA. 102+85 TO STA. 103+25 RT Slope Fill DETAIL P B=1.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CL I Rip-Rap Ground Natural Geotextile SEE DETAIL P W/ CL I RIPRAP SP. LAT. BASE DITCH REMOVE OUTLET IN FIELD OF EXISTING DETERMINE LOCATION RCP-III24" 18" RCP-III 1317 FES HWFLOW 1317 W/28 SY GEOFAB 11 TONS CL B RIPRAP2:1D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- STA. 110+08 TO STA. 111+35 RT DETAIL K B=3 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill 36" RCP-III FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FLOW FLOW FLO W FLOW DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 205 205205 210210 210 210 210 210 210 2 1 5 215 215 215 215 215220 220 220 220220220220 2202202202202252252 2 5 2 2 5 225 21530" R C P18" RCP18" RCP DI TOP=214.36’ 8" CLAY TOP=213.51’ INV IN=207.16’ INV OUT=206.88’ 8" CLAY 8" CLAY 8" C L A Y TOP=217.81’ INV IN=209.40’INV OUT=209.01’ TOP=221.81’ INV IN=214.97’ INV OUT=213.09’ TOP=225.44’ INV IN=218.84’ INV OUT=218.76’ FDC S INV=202.02’ INV=204.11’ INV=212.47’ TOP=208.60’ INV=209.25’15" RCPS S MTL MTLOH SIGNS S W O O D S 48" CHL 48" CHL 48" CH LINV. IN=204.54’ INV. OUT=203.39’ OT DI WIER=214.60’ INV IN=213.30’ INV OUT=213.30’ INV=210.51’MTL INV=214.93’ EIP EXISTING R/W BM 2005, PG 541 20’ DRAINAGE EASEMENT BOL HHTTTT C EO I12" CI 12 FO 12 " C I12 FO2 0 0 PR 200 PR 12 FO 28 29 R/W MONMTR MTR ASP EIP MTR ASP EIP LP 30 I-440 (BELTLINE) 31 27 SUPPLY HUGH’S PLUMBING SON, INC. M. ADLER’SS 4037’15" W257.37’S 4927’39" E 141.41’S 4020’27" W167.32’N 4417’49" W 27.37’ N 6633’51" W 70.78’S 7553’35" W70.78’N 4850’45" W N 3908’19" EN 4417’49" W 245.94’S 6942’44" W420.00’S 6930’10" W650.00’MARK ADLER DB 11284 PG 2696 BM 2005 PG 541 ST DAVIDS SCHOOL DB 14830 PG 1917 TRI-POINT LAND LLC DB 10573 PG 1240 HOUSE OF LIGHTS INC DB 2050 PG 537 BM 1972 PG 487 JOHN S. CARBONE LLC DB 15881 PG 1707 BM 2005 PG 541 1401 1403 1406 1405 1404 1407 1409 1410 1411 14121408 2GI REPLACE FS W/7 SY GEOFAB 2 TONS CL B RIPRAP W/7 SY GEOFAB 2 TONS CL B RIPRAP RCP-III 15" RETAINRETAINRETAINW/10 SY GEOFAB 3 TONS CL B RIPRAP 1413 FS 15" RCP-III RCP-III 15" RCP-III 15" 2GI CB CB R EM O V E JB w/MH 1414 W/7 SY GEOFAB 2 TONS CL B RIPRAP REMOVE CB1502 SEE DETAIL K BASE DITCH SP. LAT. LATERAL ’V’ DITCH ( Not to Scale) 2: 1 2:1 D b d 1"/Ft. -L- STA. 112+20 TO STA. 116+50 RT b=5.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. Type of Liner= PSRM DETAIL L Ground Natural Slope Fill SEE DETAIL L W/ PSRM LATERAL V DITCH 2:12:1D ( Not to Scale) d STANDARD ’V’ DITCH BEG. ELEV=225.3, END ELEV=221.0 -L- STA. 121+00 RT, S=7.9%, L=54’ Type of Liner= CL B Rip-Rap Max. d=1.5 Ft. Min. D=1.5 Ft. DETAIL Q Ground Natural Ground Natural Geotextile SEE DETAIL Q W/ CL B RIPRAP STANDARD V DITCH SEE DETAIL K BASE DITCH SP. LAT. w/MH JB OTDI REMOVE CELL B-11 BIORETENTION 18" RCP-III JB W/MH SEE DETAIL F CURB DITCH SP. BACK OF SEE DETAIL F CURB DITCH SP. BACK OF 18" RCP-III 36" RCP-III W/28 SY GEOFAB 11 TONS CL B RIPRAP 15" RCP-III FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 HW 2:1D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- STA. 110+08 TO STA. 111+35 RT DETAIL K B=3 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .02.03.04.04.02-L- STA. 113+65.00 END C/A FENCE SHIFT FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCE 1401 1403 1406 1405 1404 1407 1409 1410 1411 14121408 2GI REPLACE FS W/7 SY GEOFAB 2 TONS CL B RIPRAP W/7 SY GEOFAB 2 TONS CL B RIPRAP RCP-III 15" RETAINRETAINRETAINW/10 SY GEOFAB 3 TONS CL B RIPRAP 1413 FS 15" RCP-III RCP-III 15" RCP-III 15" 2GI CB CB SEE DETAIL F OF CURB DITCH SP. CUT BACK R EM O V E JB w/MH 1414 W/7 SY GEOFAB 2 TONS CL B RIPRAP REMOVE CB1502 SEE DETAIL K BASE DITCH SP. LAT. LATERAL ’V’ DITCH ( Not to Scale) 2: 1 2:1 D b d 1"/Ft. -L- STA. 112+20 TO STA. 116+50 RT b=5.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. Type of Liner= PSRM DETAIL L Ground Natural Slope Fill SEE DETAIL L W/ PSRM LATERAL V DITCH 2:12:1D ( Not to Scale) d STANDARD ’V’ DITCH BEG. ELEV=225.3, END ELEV=221.0 -L- STA. 121+00 RT, S=7.9%, L=54’ Type of Liner= CL B Rip-Rap Max. d=1.5 Ft. Min. D=1.5 Ft. DETAIL Q Ground Natural Ground Natural Geotextile SEE DETAIL Q W/ CL B RIPRAP STANDARD V DITCH SEE DETAIL K BASE DITCH SP. LAT. FLOW FLOW FLOWw/MH JB OTDI REMOVE CELL B-11 BIORETENTION 18" RCP-III JB W/MH Flatter2:1 or 2: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -L- STA. 117+00 TO STA. 118+00 LT -L- STA. 112+91 TO STA. 114+00 LT DETAIL F GROUND NATURAL SEE DETAIL F CURB DITCH SP. BACK OF SEE DETAIL F CURB DITCH SP. BACK OF 18" RCP-III 36" RCP-III W/28 SY GEOFAB 11 TONS CL B RIPRAP 15" RCP-III FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 HW 2:1D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH -L- STA. 110+08 TO STA. 111+35 RT DETAIL K B=3 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill N PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 14FOR -L- PROFILE SEE SHT. 20 FOR DRAINAGE PLAN SEE SHT. DR-14MATCHLINE -L- STA. 111+00 SEE SHEET 13MATCHLINE -L- STA. 121+00 SEE SHEET 15GRAU 350GRAU 350 GRAU 350 115+00 120+00FFF F F FF F F F F F FFC F DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193REDLINE PLAN SHEET 14KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-14NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ FLOW FLOW FLOWDocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 215 220220 2202 2 0 220220220220220225225225225 2 2 5 225 225225225 225230230230230230230 230 2 3 0 2 3 0 230 2 3 0 230230230230235235235235235235235 235 2352352 3 5 235235 235GRAVELTOP=233.38’ 8" CLAY TOP=228.63’ INV OUT=220.67’ S S YONKERS RD 20’ ASP 72"CHL W3SBW GATE YONKE RS RD AS P 48’CHL 48" C H L GRAVELGATE S S MTL S C ONC MED BARRIER MTL US 64 N E W B E R N A V E E B L US 64 NE W BERN AVE WBL 48" CHL 4 8 " CHL BILLBOARD 15" RCP INV=225.67’WALLBK 15" RCPMTLEXISTING R/W SHOD-2 YARD S HOD- 2 YARDEXISTING R/W EXISTING R/WE X 2 5’ CROS S ACCE S S E AS E ME NT SSKELLY AUSTIN DR OUT NOT FOUND POSS JB TOP=228.15’ 18" RCP 18" R CP CONC SLAB INV OUT=227.00’ TOP=228.61’ DI INV OUT=223.81’ INV OUT=217.45’ R C P 15"INV=225.29’ INV IN(NE)=225.15’ INV IN(SW)=225.12’ INV OUT=225.05’ H H C CHH T HHSHH HH C HH HHHH HHTHH HHEOIE OI EOIEOI W 12" CI 12" CI 24" DI 4" 4"EOIEOI 24 FO 200 PR EOI 30" C&G 30" C&G CONC SW 31 32 33 ASP LP LP ASP ASPHALT PARKING GATE WOODS POLE SIG CAB SIG LP EIP S S S S POLE SIG S S S POLE SIG SMTR S S S LP LP LP LP S18" RCPDIRIM=219.29’ INV=216.35’ RIM=219.67’ INV=217.10’DI RAMP SOUTHBOUND FREIGHTLINER CAROLINA SUBSTATION ELECTRICAL S 2029’50" E 350.60’S 6955’14" W383.85’S 6955’14" W278.99’N 4510’50" W 503.28’ TRI-POINT LAND LLC DB 10573 PG 1240 DUKE ENERGY PROGRESS INC DB 15289 PG 2437 LORI P ALLEN AND WIFE LAWRENCE C ALLEN DB 8459 PG 1296 BM 1999 PG 1761 N 7031’52" E 1.94’ TRI-POINT LAND LLC 15011502 15" RCP-III CB CB 1503 1504 W/7 SY GEOFAB 2 TONS CL B RIPRAP CB 1506 1507 1508 1505 1 5 " RCP-III RCP-III 15" 15" R C P-III SYSTEMRETAINRETAINCB CB CB CB SEE DETAIL D SP. LAT V DITCH SEE DETAIL E STANDARD V DITCH 1509 1510 1511 2GI W/5 SY GEOFAB 1 TONS CL B RIPRAP SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH SEE DETAIL D SP. LAT V DITCH EX. DI RETAIN 1509 CB RCP-III 15" 15" CSP S YSTE MRET AIN CELL B-12 BIORETENTION 2:12:1 D ( Not to Scale) STANDARD ’V’ DITCH BEG. ELEV=233.81, END ELEV=233.42 -L- STA. 125+68 RT, S=0.83%, L=47’ Min. D=1.5 Ft. DETAIL E Ground Natural Ground Natural -L- STA. 131+37 TO STA. 131+78 RT Fill Slope2:1 or Flatter b= Ft. d= Ft. Type of Liner= CL B Rip-Rap b DETAIL H Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile SEE DETAIL H TOE PROTECTION 15" RCP-III RCP-III 15" 15" RCP-III FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 FES INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY .04.03.02.02.03.04.04 .03 .02 .02 .01 .00 .01 .02 .03.04 .04.03.02.01-L- STA. 130+25.00 -RW4- STA. 10+00.00= BEGIN PROP. RETAINING WALL 4 -L- STA. 131+25.00 -RW4- STA. 11+00.00= END PROP. RETAINING WALL 4 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193REDLINE PLAN SHEET 15KEY JURISDICTIONAL STREAM RIPARIAN BUFFER LIMIT - ZONE 1 RIPARIAN BUFFER LIMIT - ZONE 2 FEMA REGULATORY FLOODWAY FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY WETLAND FEMA FLOOD INSURANCE RATE MAPS THE PLANS AS SHOWN ON THE FOLLOWING AND FLOODWAY LIMITS ARE SHOWN ON NOTE: FEMA 100-YEAR FLOODPLAIN BOUNDARIES 3720172400J 3720171400J 3720171500J MAP NUMBER 05/02/06 05/02/06 05/02/06 DATE ENGINEERS ON AUGUST 23, 2016. AS VERIFIED BY THE U.S. ARMY CORPS OF BUFFERS ARE SHOWN ON THE PLANS JURISDICTIONAL STREAMS, WETLANDS AND DR-15NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJN PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGHPUBLIC WORKS DEPARTMENTIMPROVEMENTSYONKERS ROADSTANDARDS AND SPECIFICATIONS CITY OF RALEIGH AND/OR NCDOT ALL CONSTRUCTION SHALL BE PER ROADWAY PLAN SHEET 15FOR -L- PROFILE SEE SHT. 21 FOR DRAINAGE PLAN SEE SHT. XX-XMATCHLINE -L- STA. 121+00 SEE SHEET 14-L- GRAU 350 GRAU 3 5 0 125+00 1 3 0 + 0 0 135+00 F F F F F F F F F FF F FF F F FF F F FF F F F F 15011502 15" RCP-III CB CB 1503 1504 W/7 SY GEOFAB 2 TONS CL B RIPRAP CB 1506 1507 1508 1505 1 5 " RCP-III RCP-III 15" 15" R C P-III SYSTEMRETAINRETAINCB CB CB CB SEE DETAIL D SP. LAT V DITCH SEE DETAIL E STANDARD V DITCH 1509 ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 2:1D -L- STA. 125+68 TO STA. 126+31 RT -L- STA. 121+00 TO STA. 123+50 RT Min. D=1.5 Ft. DETAIL D Ground Natural Flatter3:1 or Slope Fill 1510 1511 2GI W/5 SY GEOFAB 1 TONS CL B RIPRAP -L- STA. 130+30 TO STA. 131+25 RT SEE DETAIL G BEHIND RET. WALL CONCRETE DITCH SEE DETAIL D SP. LAT V DITCH EX. DI RETAIN 1509 CB RCP-III 15" 15" CSP DETAIL G BEHIND RETAINING WALL CONCRETE DITCH DB4"( Not to Scale) WALL RETAINING BREAKER BOND SLOPE FRONT DITCH B= 1.0’ D= 1.0’ 1:2 3:1 ~FLOWFLOW S YSTE MRET AIN FLOWCELL B-12 BIORETENTION 2:12:1 D ( Not to Scale) STANDARD ’V’ DITCH BEG. ELEV=233.81, END ELEV=233.42 -L- STA. 125+68 RT, S=0.83%, L=47’ Min. D=1.5 Ft. DETAIL E Ground Natural Ground Natural -L- STA. 131+37 TO STA. 131+78 RT Fill Slope2:1 or Flatter b= Ft. d= Ft. Type of Liner= CL B Rip-Rap b DETAIL H Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile SEE DETAIL H TOE PROTECTION 15" RCP-III RCP-III 15" 15" RCP-III FOR BIORETENTION DETAILS SEE SHEETS SW-1 THROUGH SW-20 FES FLOODPLAIN BOUNDARY FEMA 1% ANNUAL CHANCEFLOWFLOWFLOWDocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DISWMS S S 195195 200200 2 0 0 200200200 200200200O2GI DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 12+30 A LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROAD5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES SW-1 AKS JWM A B C ELEV=198.97 SURFACE BIORETENTION CELL B-1A ELEV=198.71 SURFACE BIORETENTION CELL B-1B ELEV=198.48 SURFACE BIORETENTION CELL B-1C 12+60 12+90 CURB=200.61 TOP OF CURB=199.89 TOP OF B CURB CUT ELEVATION=199.71 E:2115466.3553 N:750393.8923 C CURB CUT ELEVATION=199.48 E:2115486.9913 N:750402.2560 PROFILE SEE SHEET SW-16 FOR BIORETENTION CELL B-1 MAT C HLI NE - L1- S T A. 14 + 0 0 CURB CUT ELEVATION=199.97 E:2115444.3227 N:750390.6736 1 1 2 3 4 5 6 7 8 9 10 11 12 E:2115438.7032 N:750399.2192 E:2115448.8215 N:750399.4324 E:2115459.5508 N:750400.9998 E:2115468.6320 N:750403.4649 E:2115478.6924 N:750407.5423 E:2115486.9484 N:750412.1070 E:2115438.4692 N:750393.2129 E:2115449.3203 N:750393.4415 E:2115460.7748 N:750395.1149 E:2115470.5517 N:750397.7689 E:2115481.2801 N:750402.1170 E:2115490.1459 N:750407.0189 2 3 4 5 6 121110 98 7 200.34 CURB= TOP OF 200.09 CURB= TOP OF PLAN VIEWBIORETENTION CELL B-1NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 WMHH HHS S 200 200200 200200 200 200 200200200200 200FES F F DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROAD5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICESMAT C HLI NE - L1- S T A. 13 + 7 5 S E E S HE E T 4 SW-2 AKS JWM A CURB CUT ELEVATION=199.63 E:2115619.9671 N:750507.7755 LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-16 FOR BIORETENTION CELL B-2 A 14+70 CURB=200.13 TOP OF CURB=200.52 TOP OF ELEV=198.63 SURFACE BIORETENTION CELL B-2 PLAN VIEWBIORETENTION CELL B-21 2 3 4 5 6 7 8 9 10 11 12 E:2116018.4274 N:750792.0781 E:2116031.8307 N:750800.8160 E:2116043.5587 N:750808.4617 E:2116056.9620 N:750817.1996 E:2116068.6899 N:750824.8452 E:2116082.0932 N:750833.5831 E:2116021.4311 N:750787.4707 E:2116034.8344 N:750796.2086 E:2116046.5623 N:750803.8543 E:2116059.9656 N:750812.5922 E:2116071.6936 N:750820.2378 E:2116085.0969 N:750828.9757 1 2 3 4 8 7 6 5 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 HH H H205 210210DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROAD5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES SW-3 AKS JWM A CURB CUT ELEVATION=205.81 E:2116023.7638 N:750798.5413 LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-16 FOR BIORETENTION CELL B-3 A 19+75 ELEV=204.81 SURFACE BIORETENTION CELL B-3A PLAN VIEWBIORETENTION CELL B-320+05 B 20+35 C 205.95 CURB= TOP OF 206.68 CURB= TOP OF 207.45 CURB= TOP OF 208.27 CURB= TOP OF ELEV=205.56 SURFACE BIORETENTION CELL B-3B ELEV=206.35 SURFACE BIORETENTION CELL B-3C B CURB CUT ELEVATION=206.56 E:2116048.8950 N:750814.9249 C CURB CUT ELEVATION=207.35 E:2116074.0263 N:750831.3084 7 8 9 10 11 12 645321 1 2 3 4 5 6 7 8 9 10 11 12 E:2116018.4274 N:750792.0781 E:2116031.8307 N:750800.8160 E:2116043.5587 N:750808.4617 E:2116056.9620 N:750817.1996 E:2116068.6899 N:750824.8452 E:2116082.0932 N:750833.5831 E:2116021.4311 N:750787.4707 E:2116034.8344 N:750796.2086 E:2116046.5623 N:750803.8543 E:2116059.9656 N:750812.5922 E:2116071.6936 N:750820.2378 E:2116085.0969 N:750828.9757 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 CREEK CRABTREE UT TO S INV IN=214.72’HH96 -144 FO W/LT 205 210 210 210210215215215 (BURIED 1.0’) 54" RCP-III DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROAD5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES SW-4 AKS JWMSTA. 43+00 MATCHLINE -L1- B C D A A B C CURB CUT ELEVATION=214.06 E:2117727.0611 N:750190.5559 CURB CUT ELEVATION=213.29 E:2117735.4201 N:750162.4631 CURB CUT ELEVATION=213.01 E:2117746.8668 N:750131.6806D 43+85 44+15 44+49 43+55 214.96 CURB= TOP OF 214.14 CURB= TOP OF 213.61 CURB= TOP OF 213.52 CURB= TOP OF 215.77 CURB= TOP OF PLAN VIEWBIORETENTION CELL B-4ELEV=213.06 FT SURFACE BIORETENTION CELL B-4B ELEV=212.29 FT SURFACE BIORETENTION CELL B-4C ELEV=212.01 FT SURFACE BIORETENTION CELL B-4D ELEV=213.87 FT SURFACE BIORETENTION CELL B-4A LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-16 FOR BIORETENTION CELL B-4 CURB CUT ELEVATION=214.87 E:2117720.6627 N:750219.5691 1 2 3 4 5 6 7 8 9 10 11 12 E:2116018.4274 N:750792.0781 E:2116031.8307 N:750800.8160 E:2116043.5587 N:750808.4617 E:2116056.9620 N:750817.1996 E:2116068.6899 N:750824.8452 E:2116082.0932 N:750833.5831 E:2116021.4311 N:750787.4707 E:2116034.8344 N:750796.2086 E:2116046.5623 N:750803.8543 E:2116059.9656 N:750812.5922 E:2116071.6936 N:750820.2378 E:2116085.0969 N:750828.9757 1 9 10 11 12 E:2116046.5623 N:750803.8543 E:2116059.9656 N:750812.5922 E:2116071.6936 N:750820.2378 E:2116085.0969 N:750828.9757 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 HH T POWEREXISTING DUKE ENERGY CATV JOINT USE WITH NEW AERIAL SPECTRUM 215215 215220 220 220 220220 225 225 225 230230235240 DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES SW-5 AKS JWMMATCHLINE -L1- STA. 48+75IMPROVEMENTSYONKERS ROADA B C D E F G ELEV=214.60 FT SURFACE BIORETENTION CELL B-5A ELEV=215.05 FT SURFACE BIORETENTION CELL B-5B ELEV=215.56 FT SURFACE BIORETENTION CELL B-5C ELEV=216.07 FT SURFACE BIORETENTION CELL B-5D ELEV=216.71 FT SURFACE BIORETENTION CELL B-5E ELEV=217.48 FT SURFACE BIORETENTION CELL B-5F ELEV=218.18 FT SURFACE BIORETENTION CELL B-5G CURB=216.06 TOP OF CURB=216.10 TOP OF CURB=216.81 TOP OF CURB=217.32 TOP OF CURB=217.91 TOP OF CURB=218.61 TOP OF CURB=219.33 TOP OF A B C G E F D PLAN VIEWBIORETENTION CELL B-549+45 49+65 49+85 50+05 50+25 50+50 50+75 PROFILE SEE SHEET SW-17 FOR BIORETENTION CELL B-5 1 2 3 4 5 6 7 E:2118063.9658 N:749775.6548 E:2118071.0497 N:749769.1369 E:2118078.1059 N:749762.5860 E:2118085.0992 N:749755.9554 E:2118092.1690 N:749749.3999 E:2118099.3174 N:749742.9241 E:2118106.5428 N:749736.5278 1 2 4 5 6 7 8 10 11 13 14 3 9 12 15 16 220.04 CURB= TOP OF 17 18 19 20 21 22 23 24 25 26 27 28 8 9 10 11 12 13 14 E:2118113.8452 N:749730.2132 E:2118121.2410 N:749724.0037 E:2118128.6988 N:749717.8614 E:2118136.3530 N:749711.6246 E:2118144.1443 N:749705.3453 E:2118151.9356 N:749699.0660 E:2118159.7279 N:749692.7880 15 16 17 18 19 20 21 E:2118059.8814 N:749771.2677 E:2118067.0131 N:749764.7000 E:2118074.1166 N:749758.0985 E:2118081.1612 N:749751.4217 E:2118088.2841 N:749744.8222 E:2118095.4851 N:749738.3016 E:2118102.7637 N:749731.8614 22 23 24 25 26 27 28 E:2118110.1199 N:749725.5037 E:2118117.5715 N:749719.2535 E:2118125.0826 N:749713.0673 E:2118132.7592 N:749706.8150 E:2118140.5505 N:749700.5356 E:2118148.3418 N:749694.2563 E:2118156.1330 N:749687.9769 ELEVATION=215.60 CURB CUT E:2118061.7328 N:749766.1203 ELEVATION=216.05 CURB CUT E:2118076.3818 N:749752.4890 ELEVATION=216.56 CURB CUT E:2118090.2057 N:749739.7046 ELEVATION=217.07 CURB CUT E:2118104.8008 N:749726.7777 ELEVATION=217.71 CURB CUT E:2118120.2106 N:749713.8412 ELEVATION=218.48 CURB CUT E:2118135.0915 N:749701.7361 ELEVATION=219.18 CURB CUT E:2118150.6686 N:749689.1701 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 CRABTREE CREEKUT TO S FDCS S INV=201.04’BM 1988, PG 57220’ DRAINAGE EASEMENT6 FO BAGWELL HOLDINGS OF VIRGINIA LLC1952 0 0 2 0 5 210 215 215 215 215215215215 C F F C DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES SW-6 AKS JWMMATCHLINE -L1- STA. 62+50IMPROVEMENTSYONKERS ROADA A B C CURB CUT ELEVATION=215.91 E:2119033.1549 N:748692.2188 CURB CUT ELEVATION=216.24 E:2119056.4957 N:748654.9200 CURB CUT ELEVATION=216.57 E:2119079.5795 N:748617.4602 LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-17 FOR BIORETENTION CELL B-6 NB C 64+05 64+49 64+93 217.24 CURB= TOP OF 216.91 CURB= TOP OF 216.58 CURB= TOP OF 216.22 CURB= TOP OF ELEV=215.57 FT SURFACE BIORETENTION CELL B-6A ELEV=215.24 FT SURFACE BIORETENTION CELL B-6B ELEV=214.91 FT SURFACE BIORETENTION CELL B-6C PLAN VIEWBIORETENTION CELL B-67 1 2 3 4 5 6 E:2119025.2005 N:748700.2174 E:2119036.8709 N:748681.5680 E:2119048.5413 N:748662.9185 E:2119060.2117 N:748644.2691 E:2119071.8821 N:748625.6196 E:2119082.9441 N:748606.5895 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 E:2119023.4305 N:748699.1098 E:2119033.1678 N:748679.3146 E:2119043.8777 N:748660.0002 E:2119055.5480 N:748641.3507 E:2119067.2182 N:748622.7012 E:2119080.4261 N:748605.0138 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DI S WIER = 212.28’TOP=214.09’ EIP CC HH12 FO POWER EXISTING DUKE ENERGY CATV JOINT USE WITH NEW AERIAL SPECTRUM AVOID CONFLICTNECESSARY TO PSNC ADJUST AS 210 210215 215215 ODO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 68+00 A LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWMMATCHLINE -L1- STA. 66+25IMPROVEMENTSYONKERS ROADPLAN VIEWBIORETENTION CELL B-7214.35 CURB= TOP OF 213.68 CURB= TOP OF A CURB CUT ELEVATION=213.52 E:2119271.9316 N:748376.7776 ELEV=212.52 FT SURFACE BIORETENTION CELL B-7 PROFILE SEE SHEET SW-17 FOR BIORETENTION CELL B-7 5 1 2 3 4 E:2119262.9275 N:748406.7897 E:2119273.5615 N:748390.0071 E:2119284.3053 N:748373.2908 E:2119295.1088 N:748356.6062 6 7 8 1 2 3 4 5 6 E:2119257.9714 N:748403.4002 E:2119268.6239 N:748386.5909 7 8 E:2119279.3864 N:748369.8479 E:2119290.2119 N:748353.1391 SW-7NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 S S S S 215215215215215 220220 F F C DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWMMATCHLINE -L1- STA. 66+00IMPROVEMENTSYONKERS ROADELEV=214.22 FT SURFACE BIORETENTION CELL B-8 A 73+33 CURB=215.26 TOP OF CURB=216.08 TOP OF A CURB CUT ELEVATION=215.22 E:2119581.4620 N:747942.4662 LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-17 FOR BIORETENTION CELL B-8 PLAN VIEWBIORETENTION CELL B-82 1 2 3 4 5 6 E:2119580.9015 N:747958.3986 E:2119590.3955 N:747948.0861 E:2119599.8902 N:747937.7728 E:2119574.6238 N:747952.5602 E:2119584.3498 N:747942.4205 E:2119594.3573 N:747932.5483 1 3 4 5 6 SW-8NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 S FDC S LP S S S C215220220220 220 F F C C C DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWM IMPROVEMENTSYONKERS ROADELEV=215.10 FT SURFACE BIORETENTION CELL B-9A 73+96 A CURB=216.24 TOP OF ELEV=215.80 FT SURFACE BIORETENTION CELL B-9B ELEV=216.37 FT SURFACE BIORETENTION CELL B-9C ELEV=216.91 FT SURFACE BIORETENTION CELL B-9D CURB=216.95 TOP OF CURB=217.61 TOP OF CURB=218.14 TOP OF CURB=218.69 TOP OF PLAN VIEWBIORETENTION CELL B-9B 74+26 C 74+56 D 74+86 A B C CURB CUT ELEVATION=216.80 E:2119664.5733 N:747893.2710 CURB CUT ELEVATION=217.37 E:2119689.6794 N:747876.0804 D CURB CUT ELEVATION=217.91 E:2119716.1427 N:747860.3998 LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-18 FOR BIORETENTION CELL B-9 1 1 2 3 4 5 6 E:2119643.8376 N:747931.0585 E:2119658.6473 N:747912.9302 E:2119663.1710 N:747908.2626 E:2119680.4841 N:747892.5715 E:2119686.2618 N:747889.1479 E:2119706.9373 N:747876.8969 2 3 4 5 6 7 9 10 11 12 13 14 15 7 8 9 E:2119712.7030 N:747873.4805 E:2119733.2824 N:747861.2863 E:2119640.9207 N:747928.2559 10 11 E:2119655.7851 N:747910.1351 E:2119660.3093 N:747905.4679 12 13 14 E:2119677.5510 N:747889.6600 E:2119683.3286 N:747886.2365 E:2119704.0339 N:747873.9678 15 16 E:2119709.7996 N:747870.5514 E:2119730.4087 N:747858.3397 SW-9 8 16 CURB CUT ELEVATION=216.10 E:2119644.0946 N:747915.0761 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 LP LP LP S FDC MTL W/LT 12" CI 12 FO 15" RCP PLACED PER PLAN (NOT FOUND)225 225 225 230 230230 230 230235235 DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 N CITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWM IMPROVEMENTSYONKERS ROADSW-10PLAN VIEWBIORETENTION CELL B-10A B C CURB CUT ELEVATION=231.53 E:2120126.9019 N:747449.6284 CURB CUT ELEVATION=232.09 E:2120149.4519 N:747430.1540 CURB CUT ELEVATION=232.78 E:2120171.6649 N:747410.3144 D CURB CUT ELEVATION=233.47 E:2120193.5434 N:747390.1066 A 80+67 B 80+97 C 81+27 D 81+57 231.68 CURB= TOP OF 232.28 CURB= TOP OF 232.93 CURB= TOP OF 233.62 CURB= TOP OF 234.31 CURB= TOP OF LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-18 FOR BIORETENTION CELL B-10 ELEV=230.53 FT SURFACE BIORETENTION CELL B-10A ELEV=231.09 FT SURFACE BIORETENTION CELL B-10B ELEV=231.78 FT SURFACE BIORETENTION CELL B-10C ELEV=232.47 FT SURFACE BIORETENTION CELL B-10D 1 2 3 E:2120119.1888 N:747452.9082 E:2120131.2983 N:747442.4861 E:2120141.8306 N:747433.4951 10 4 5 6 E:2120153.7487 N:747423.0277 E:2120164.1010 N:747413.7828 E:2120175.8430 N:747403.1182 7 E:2120186.0391 N:747393.7013 8 9 10 E:2120197.6017 N:747382.8425 E:2120116.0613 N:747449.2321 E:2120127.7476 N:747438.3904 11 12 13 E:2120138.2202 N:747429.3474 E:2120150.1016 N:747418.9122 E:2120160.4284 N:747409.7029 14 E:2120172.5281 N:747399.5008 15 E:2120183.7413 N:747391.2327 16 E:2120196.2228 N:747381.3872 9 11 12 13 14 15 16 1 2 3 4 5 6 7 8 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 FDC C 210 210 210 2 1 5 215 215 220F F F DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 N CITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWM IMPROVEMENTSYONKERS ROADSW-11PLAN VIEWBIORETENTION CELL B-11113+47 A 113+73 B 113+99 C 114+25 D 114+51 E 114+77 F 115+03 G 115+29 H A B C CURB CUT ELEVATION=214.51 E:2122524.2650 N:745218.9154 CURB CUT ELEVATION=215.16 E:2122543.8518 N:745201.8170 CURB CUT ELEVATION=215.76 E:2122563.4386 N:745184.7185 D E F CURB CUT ELEVATION=216.30 E:2122583.0254 N:745167.6200 CURB CUT ELEVATION=216.79 E:2122602.6122 N:745150.5216 CURB CUT ELEVATION=217.29 E:2122622.1990 N:745133.4231 G H CURB CUT ELEVATION=217.78 E:2122641.7858 N:745116.3246 CURB CUT ELEVATION=218.27 E:2122661.3725 N:745099.2262 219.02 CURB= TOP OF 218.53 CURB= TOP OF 218.03 CURB= TOP OF 217.54 CURB= TOP OF 217.04 CURB= TOP OF 216.54 CURB= TOP OF 215.97 CURB= TOP OF 215.34 CURB= TOP OF ELEV=214.16 FT SURFACE CELL B-11B BIORETENTION ELEV=214.76 FT SURFACE CELL B-11C BIORETENTION ELEV=215.30 FT SURFACE CELL B-11D BIORETENTION ELEV=215.79 FT SURFACE CELL B-11E BIORETENTION ELEV=216.29 FT SURFACE CELL B-11F BIORETENTION ELEV=216.78 FT SURFACE CELL B-11G BIORETENTION ELEV=217.27 FT SURFACE CELL B-11H BIORETENTION ELEV=213.51 FT SURFACE BIORETENTION CELL B-11A 214.65 CURB= TOP OF LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-18 FOR BIORETENTION CELL B-11 1 1 2 3 E:2122518.1009 N:745220.9779 E:2122527.1410 N:745213.0863 E:2122537.6877 N:745203.8794 4 5 E:2122546.7277 N:745195.9878 E:2122557.2745 N:745186.7810 7 8 9 E:2122576.8206 N:745169.6359 E:2122585.9013 N:745161.7909 E:2122596.4481 N:745152.5840 10 11 E:2122605.4881 N:745144.6924 E:2122616.0349 N:745135.4856 13 14 15 E:2122635.6216 N:745118.3871 E:2122644.6617 N:745110.4955 E:2122655.2084 N:745101.2886 16 17 E:2122664.2952 N:745093.4505 E:2122514.4839 N:745216.8345 19 20 21 E:2122534.0707 N:745199.7361 E:2122543.1108 N:745191.8445 E:2122553.6575 N:745182.6376 22 23 E:2122562.6976 N:745174.7460 E:2122573.2443 N:745165.5391 6 E:2122566.3145 N:745178.8894 12 E:2122625.0749 N:745127.5940 18 E:2122523.5240 N:745208.9429 24 E:2122582.2843 N:745157.6475 25 26 27 E:2122592.8311 N:745148.4407 E:2122601.8711 N:745140.5491 E:2122612.4179 N:745131.3422 28 29 E:2122621.4579 N:745123.4506 E:2122632.0047 N:745114.2437 30 E:2122641.5542 N:745106.9357 31 32 E:2122653.0216 N:745098.7835 E:2122662.8508 N:745091.7959 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 HHEOI S S S230 2 3 0235 235235 235 F FF F FF DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 NCITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWM IMPROVEMENTSYONKERS ROADSW-12PLAN VIEWBIORETENTION CELL B-12B 127+90 A 127+60 C 128+20 237.79 CURB= TOP OF 237.26 CURB= TOP OF 236.60 CURB= TOP OF 235.85 CURB= TOP OF ELEV=236.04 FT SURFACE CELL B-12A BIORETENTION ELEV=235.45 FT SURFACE CELL B-12B BIORETENTION ELEV=234.54 FT SURFACE CELL B-12C BIORETENTION LEGEND 6" DIAMETER PERFORATED UNDERDRAIN CAPPED CLEANOUT PROFILE SEE SHEET SW-18 FOR BIORETENTION CELL B-12 1 2 3 E:2123137.9716 N:744044.4177 E:2123131.2677 N:744031.2723 E:2123124.5573 N:744020.2404 7 4 5 6 E:2123115.9620 N:744008.2459 E:2123107.6822 N:743998.3373 E:2123097.3929 N:743987.7597 7 8 9 E:2123132.9182 N:744046.7450 E:2123126.4727 N:744033.9644 E:2123119.9600 N:744023.2628 10 11 12 E:2123111.6225 N:744011.6250 E:2123103.5886 N:744002.0125 E:2123093.6068 N:743991.7494 8 9 10 11 12 6 5 4 3 2 1 A B C CURB CUT ELEVATION=237.04 E:2123136.9770 N:744036.6428 CURB CUT ELEVATION=236.45 E:2123122.4109 N:744012.7021 CURB CUT ELEVATION=235.54 E:2123104.4306 N:743991.2070 NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 191 192 193 12+00 12+25 12+50 12+75 13+00 13+2511+75 13+50 190 194 195 196 197 198 199 200 201 202 203 204 205 200.61 200.34 200.09 199.89 EL=198.71 B-1B EL=198.48 B-1C PROFILE ALONG BIORETENTION CELL B-1 GROUND EXISTING LC OF L 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 200.13 PROFILE ALONG BIORETENTION CELL B-2 GROUND EXISTING LC OF L 211 212 213 43+25 43+50 43+75 44+00 44+25 44+50 44+75 45+00 210 214 215 216 217 218 219 220 221 222 223 224 225 211 212 213 210 214 215 216 217 218 219 220 221 222 223 224 225 214.96 214.14 213.61 215.77 PROFILE ALONG BIORETENTION CELL B-4 GROUND EXISTING LC OF L EL=198.97 B-1A 191 192 193 190 194 195 196 197 198 199 200 201 202 203 204 205 191 192 193 190 194 195 196 197 198 199 200 201 202 203 204 205 191 192 193 190 194 195 196 197 198 199 200 201 202 203 204 205 200.52 EL=198.63 B-2 213.52 EL=212.01 B-4D EL=213.87 B-4A EL=213.06 B-4B L 201 202 203 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 200 204 205 206 208 209 210 211 212 213 214 215 205.95 206.68 208.27 EL=204.81 B-3A PROFILE ALONG BIORETENTION CELL B-3 GROUND EXISTING LC OF L 207.45 EL=205.56 B-3B EL=206.35 B-3C 207 201 202 203 200 204 205 206 208 209 210 211 212 213 214 215 207 DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWM IMPROVEMENTSYONKERS ROADPROFILE VIEWBIORETENTION CELLSW-16 EL=212.29 B-4C NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 211 212 213 49+25 49+50 49+75 50+00 50+25 50+50 50+75 51+00 210 214 215 216 217 218 219 220 221 222 223 224 225 211 212 213 210 214 215 216 217 218 219 220 221 222 223 224 225 216.06 216.10 216.81 217.32 217.91 218.61 219.33 220.04 EL=215.56 B-5C EL=215.05 B-5B EL=214.60 B-5A EL=216.07 B-5D EL=218.18 B-5G EL=216.75 B-5E EL=217.48 B-5F PROFILE ALONG L BIORETENTION CELL B-5 GROUND EXISTING 211 212 213 63+50 63+75 64+00 64+25 64+50 64+75 65+00 65+25 210 214 215 216 217 218 219 220 221 222 223 224 225 211 212 213 210 214 215 216 217 218 219 220 221 222 223 224 225 217.24 216.91 216.58 216.22 EL=215.24 B-6BEL=215.57 B-6A EL=214.91 B-6C PROFILE ALONG BIORETENTION CELL B-6 GROUND EXISTING LC OF L C OF L 206 207 208 67+00 67+25 67+50 67+75 68+00 68+25 68+50 68+75 205 209 210 211 212 213 214 215 216 217 218 219 220 214.35 213.68 PROFILE ALONG BIORETENTION CELL B-7 GROUND EXISTING LC OF L 211 212 213 72+50 72+75 73+00 73+25 73+50 73+75 74+00 74+25 210 214 215 216 217 218 219 220 221 222 223 224 225 211 212 213 210 214 215 216 217 218 219 220 221 222 223 224 225 215.26 216.08 PROFILE ALONG BIORETENTION CELL B-8 GROUND EXISTING LC OF L 206 207 208 205 209 210 211 212 213 214 215 216 217 218 219 220 EL=212.52 B-7 EL=214.22 B-8 DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWM IMPROVEMENTSYONKERS ROADPROFILE VIEWBIORETENTION CELLSW-17NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DO NOT USE FOR CONSTRUCTION FOR REVIEW ONLY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 211 212 213 73+50 73+75 74+00 74+25 74+50 74+75 75+00 75+25 210 214 215 216 217 218 219 220 221 222 223 224 225 211 212 213 210 214 215 216 217 218 219 220 221 222 223 224 225 216.24 216.95 218.14 218.69 EL=215.80 B-9B PROFILE ALONG BIORETENTION CELL B-9 GROUND EXISTING LC OF L 217.61 EL=216.37 B-9C EL=216.91 B-9D EL=215.10 B-9A 226 227 228 80+50 80+75 81+00 81+25 81+50 81+75 225 229 230 231 232 233 234 235 236 237 238 239 240 231.68 232.28 232.93 234.31 EL=230.53 B-10A PROFILE ALONG BIORETENTION CELL B-10 GROUND EXISTING LC OF L 206 207 208 113+25 113+50 113+75 114+00 114+25 114+50 114+75 205 209 210 211 212 213 214 215 216 217 218 219 220 214.65 PROFILE ALONG BIORETENTION CELL B-11 GROUND EXISTING C OF L 226 227 228 127+00 127+25 127+50 127+75 128+00 128+25 225 229 230 231 232 233 234 235 236 237 238 239 240 237.79 PROFILE ALONG BIORETENTION CELL B-12 GROUND EXISTING LC OF L 206 207 208 205 209 210 211 212 213 214 215 216 217 218 219 220 226 227 228 225 229 230 231 232 233 234 235 236 237 238 239 240 233.62 115+00 115+50115+25 215.34 215.97 216.54 217.04 217.54 218.03 218.53 219.02 EL=213.51 B-11A EL=214.16 B-11B EL=214.76 B-11C EL=215.30 B-11D EL=215.79 B-11E EL=216.29 B-11F EL=216.78 B-11G EL=217.27 B-11H 226 227 228 225 229 230 231 232 233 234 235 236 237 238 239 240 237.26 236.60 235.85 EL=236.04 B-12A EL=235.45 B-12B EL=234.54 B-12C DRAWING NO.PUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792L5/4/2018 N/A 14193CITY OF RALEIGHPLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 CITY OF RALEIGH State, and Federal Rules and Regulations. All Construction must be in accordance with all Local, PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY TRANSPORTATION SERVICES AKS JWM IMPROVEMENTSYONKERS ROADPROFILE VIEWBIORETENTION CELLSW-18 EL=231.09 B-10B EL=231.78 B-10C EL=232.47 B-10D NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193STORMWATER DETAILSSW-19NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193 SECTION A-A SECTION B-B NOT TO SCALE STORMWATER DETAILSNOT TO SCALE 2:12:1 3:1SIDEWALK 5’ BERM 2’MAX 1.5’ 0.5’ 2.5’ 1’ 0.5’ 0.5’ NOT TO SCALE BIORETENTION CELL RIGHT NOT TO SCALE BIORETENTION CELL LEFT GRADE ROADWAY 12" PONDED WATER 4" MULCH 26" FILTER MEDIA 12" NO. 57 STONE 12" PONDED WATER 4" MULCH 26" FILTER MEDIA 12" NO. 57 STONE SW-20 BIORETENTION CELL A BERM CURB L-WALL FLOW SEE DETAIL CURB CUT INLET A A B BASIN CATCH PROPOSEDCLEANOUT UNDERDRAIN UNDERDRAIN PERFORATED SIDEWALK L-WALL CURB SLOPE 0.5% MIN CLEAN OUT CAPPED UNDERDRAIN PIPES 6" PERFORATED CELL SURFACE BIORETENTION B BASIN CATCH PROPOSED PLAN VIEW B C OF CELL LENGTH OF CELL LENGTH OF CELL LENGTH No. 57 STONE RIM CURB CUT ELEVATION SURFACE BIORETENTION ELEVATION BOTTOM L-WALL CURB ELEVATION TOP L-WALL CURB MEDIA WATER SURFACE PONDED NORTH CAR OLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ 2’ 6" MAX. 2" MIN. 4" CHOKING STONE 4" CHOKING STONE DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47 12" No. 57 STONE FLOW DIR. WATER TIGHT SCREW CAP 45 DEGREE BEND 1’ LENGTH PERFORATED UNDERDRAIN PIPE NOTE: ONLY UNDERDRAIN PIPE SHALL BE PERFORATED. DEPTH OF UNDERDRAIN LENGTH BASED ON ELEVATION BIORETENTION SURFACE TYPICAL BIORETENTION MEDIA SECTION (NTS) SOLID UNDERDRAIN PIPE CAPPED CLEANOUT DETAIL (NTS) 26" FILTER MEDIA (MIN.) ELEVATION BIORETENTION SURFACE 4" MULCH 0% SLOPE 4" CHOKING STONE (No. 8 or 89 washed) DRAWING NO.CITY OF RALEIGHPUBLIC WORKS DEPARTMENT NO. REVISIONS CADD TECH: CHECKED BY: HSCALE VSCALE SCALES PROJECT SHEET NO. DRAWING NO. 1"=40’ DATE DATE: CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LIMPROVEMENTSYONKERS ROADAKS JWM 5/4/2018 N/A 14193STORMWATER DETAILSSW-21NORTHCAROLIN A PROFESSION ALE NG INEER SEAL 33184 RODAEM .W YERFFEJ 2’ PLAN PROVIDED. THE BIORETENTION SURFACE SHALL BE PLANTED IN ACCORDANCE WITH THE PLANTING 10. CONSTRUCTION. RECOMMENDED THAT THE CELL MEDIA BE COVERED WITH IMPERMEABLE PLASTIC DURING SHALL BE CONSTRUCTED PRIOR TO BIORETENTION AREA CONSTRUCTION. IT IS BIORETENTION CELLS, THE SUBBASE COURSE AND THE BASE COURSE LAYER OF ASPHALT OF THE BIORETENTION CELLS. FOR ROADWAYS DRAINING TO THE CONSTRUCTION THE DRAINAGE AREA TO THE BIORETENTION CELL SHALL BE STABILIZED BEFORE 9. AND STONE STABILIZED PRIOR TO INSTALLATION OF THE BIORETENTION MEDIA, FILTER FABRIC ALL DISTURBED SLOPES DRAINING TO THE BIORETENTION CELL SHALL BE8. ABOVE AND ON EACH SIDE OF THE PIPE (STONE IS NOT REQUIRED BELOW THE PIPE). THE UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 2 INCHES OF WASHED #57 STONE 7. PVC PIPE. PIPE SHALL BE 6" IN DIAMETER. UNDERDRAIN SHALL BE CONSTRUCTED OF SCHEDULE 40 OR SDR35 SMOOTH WALL 6. PIPES SHALL HAVE A MINIMUM SLOPE OF 0.5%. WITHIN EACH ROW FOR THE ENTIRE LENGTH OF THE PERFORATED PIPE. UNDERDRAIN DIAMETER. UNDERDRAIN PIPE PERFORATIONS SHALL BE PLACED 6-IN ON CENTER PERFORATIONS ALONG THE PIPE DIAMETER. PIPE PERFORATIONS SHALL BE 3/8-IN EACH UNDERDRAIN PIPE NOTED AS PERFORATED SHALL HAVE FOUR ROWS OF PIPE 5. CONTRACTOR SHALL TEST MULCH TO ENSURE THAT MULCH DOES NOT FLOAT. WILL NOT BE PERMITTED. MULCH SHALL BE FREE OF TRASH AND DEBRIS. 4. MULCH SHALL BE TRIPLE SHREDDED HARDWOOD MULCH. PINE BARK THE PROPERTIES STATED IN NOTES 1 AND 2. THE LAB ANALYSIS SHALL SHOW THAT THE MEDIA PROPOSED FOR CONSTRUCTION MEETS (NCDA) LABS FOR ANALYSIS PRIOR TO CONSTRUCTION OF THE BIORETENTION AREAS. SOIL MEDIA SHALL BE SENT TO THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE3. COMPACTED. MEDIA SHOULD BE WATERED OR WALKED ON AS IT IS PLACED. OF 500 ppm OF SOLUBLE SALTS. SOIL MEDIA SHALL NOT BE MECHANICALLY THE pH OF THE MIX SHALL BE BETWEEN 5.5 AND 6.5 AND HAVE A MAXIMUM AND A PERMEABILITY (K) BETWEEN 1.5 AND 6 IN/HR, PREFERABLY AT 1.5 IN/HR. THE FILTER MEDIA SHALL HAVE A PHOSPHOROUS INDEX (P-INDEX) LESS THAN 302. ORGANIC (PINE BARK FINES) 5% FINES (SILT AND CLAY)10% CLEAN, MEDIUM TO COURSE WASHED MASONRY SAND (ASTM C33)85% FILTER MEDIA MIX SHALL BE COMPRISED OF THE FOLLOWING (% BY VOLUME): 1. NOTES: DocuSign Envelope ID: 97C6F362-7002-4A25-96DF-02FDF7174F47