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Home My WebLink About20211334 Ver 1_Meeting Request Review Doc Attachment_20210908CTCC10528PLAT BM 2017 PG 730DB 4387 PG 42730' CP&L UTILITY EASEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALKCONC. SIDEWALKCONC. CURBSHRUBSSHRUBS SHRUBS N 00°45'02" E 194 .68'S 67°39'00" E452.78'S 73°56'19" E209.56'S 01°38'01" W 190 .73' N 10°55'39" W 191.41' N 07°41'01" E 460.59'N 74°44'17" W730.66'N 00 °45'03" E 92 .85'N 14°40'19" E122.27'18" RCPSHEPHARD SCHOOL RD. 60' PUBLIC R/W 18" RCP 18" RCP18" RCP 24" RCP24" RCP18" RCPAPPROX. GIS LOCATION APPROX. GIS LOCATION EIPPKNAILECMSB1SBUS GRASSGRASSGRASS15" RCPINV=318.5WELL10528ECMEIPSR 2320 PROCTOR STSR 2320 OLD BUNN RD 60' PUBLIC R/W6 0.0 0' 6 0.0 0'60.00'SR 2406 SHEPHARD SCHOOL RD. 60' PUBLIC R/W SR 2320 PROCTOR ST 60' PUBLIC R/WSSEIP-EL--EL--EL--EY--EY-SSINV=307.9 INV=307.8 15" RCP 24" R C P PIN 2706213256 DB 001041 PG 00224 WAKEFIELD BAPTIST CHURCH NOW OR FORMERLY PIN 2706206369 DB 01530 PG 01375 M.KITAHATA MARI KITAHATA & LUTHER NOW OR FORMERLY PIN 2706217463 DB 011740 PG 02641 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706209765 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706300773 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY BOYS CLUB OF WAKE COUNTY DB 09122 PG 00692 PIN 27006206369 PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY PIN 2706305464 DB 016500 PG 00278 EDWIN TROY, SHAWN BROWN NOW OR FORMERLY PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY POND WOODS GRASS WOODS WOODS WOODS WOODS CLUB OF ZEBULON BOYS AND GIRLS ISBK BY-105 S PIN 2706219033 DB 016886 PG 01682 DARRYL ROBERT HIGH NOW OR FORMERLY P A V E ME N T E D G E O F GRASS ELEV=314.22 NAIL ON TREE BM-1 BY-102 EIP GRASS WOODS 10' PUBLIC DRAINAGE EASEMENT BL-101CONC. SIDEWALKRIPRAPS 82°43'52" E80.50'S 23°49'29" E 143.32' S 30°28'24" W 131.18'OLD BUNN RD 60' PUBLIC R/W15" RCP EI PEIPINV=323.12INV=322.3 1SFD S 1SFD INV.IN=321.4 4188673.08 INSET "A" M A TCH LIN E "A "LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA PLANS PREPARED BY: -L- -L- SHEPARD SCHOOL RD.OLD BUNN RD.NAD 83 / 2011 -Y--Y-PROCTOR ST.TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIDEWALK M A TCH LIN E SEE IN SET ' A' IN TH IS SH EETLEGEND TO BE RELOCATED EXIST WELL TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIGN WARNING SIGN LOCATIONS SHEET SIGN-X FOR SPEED REFER TO SIGNING PLAN SHEPARD SCHOOL RD. B1 B2 B4 B3 SHEET 2 OF 4 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40' 65' Y +50 40' 55' Y +60 40' 50' L+30 42.86' 50' L+55 40' 50' Y +10 40' 55' Y +20 55' 65' Y +00 70' Y +55 50' L +50 40' 50' L +60 40' 50' L +40 50' Y +70 35' Y +40 40' 50' L +50 40' 50' Y +30 EX R/W Y +44.17 03 02 01 030 2 0 1 000202202 5 1520CR C R CRCRCRCR -Y- P T Sta. 2 5 + 46.71 -Y - PC St a. 15+44.96-Y- PC Sta. 20+16.67-L- POT Sta. 24+98.46-Y- PC Sta. 20+14.10 -L- POT Sta. 16+65.85 = PI Sta 16+93.93 D L = 297.22' T = 148.97' R = 1,750.00' CURVE DATA (-Y-) PI Sta 22+81.90 D L = 530.05' T = 265.24' R = 5,400.00' -Y- POT Sta. 25+50.00 END CONSTRUCTIONDS = 40MPH DS = 40MPH e = NCe = 3% -Y- PT Sta. 18+42.1802010001010202 END TIP PROJECT 188673.08 -L- POT Sta. 21+70.00 0302BEGIN TIP PROJECT 188673.08 -L- POT Sta. 12+75.00 010 1 CR01803503020202020302EXIST0202BEGIN OVERLAY/WIDENING END GRADE/ -L- Sta. 19+05.00 EXIST037 00 01 02 00020215-Y- POT Sta. 14+02.17 BEGIN CONSTRUCTION 0102F F F F F F F F F F F FF C FFFFFFFFFFFF FFCCCCCCCCCCCC CCC C C C C C C CCC C CCCCCCCCCCFCFFCSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 3 SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 3 SPECIAL BACK OF CURB DITCH SEE DETAIL 4 SPECIAL LATERAL 'V DITCH SEE DETAIL 2 SPECIAL CUT 'V DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH 48" RCP-III ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 6 -L- STA. 14+57 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 5 Tons of Class B Rip-Rap d= 1.25 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 15" SEE DETAIL 7 EST. 10 TONS CLASS B RIP RAP SPECIAL LATERAL VARIABLE WIDTH BASE DITCH d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL WARIABLE WIDTH BASE DITCH FROM STA. 21+00 TO STA. 21+50 -L- RT Slope Fill DETAIL 7 B= Varies (Ft) Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile SEE DETAIL 8 16 SYGF EST. 8 TONS CLASS I RIP RAP RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM -Y- STA. 23+15 TO STA. 23+29 RT FROM -Y- STA. 22+68 TO STA. 22+83 LT DETAIL 8 Grade Ditch 15" GEOTEXTILE Type of Liner= Class I Rip-Rap 10'min. 1.0'min. ( Not to Scale) PIPE INLET/OUTLET CHANNEL DETAIL 5 -Y- STA. 23+29 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 to 8 Tons of Class 1 Rip-Rap d= TOB to 4 Ft. Length= 16 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI EdSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH EST 7 SY FF EST 2 TONS CLASS B RIP RAP020102010202RETAINRETAIN18" RCP-IV02020202202203204Receiving Party accepts the Files on an "as is" basis with all faults.relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. govern. Only printed copies of such documents conveyed by Kimley-Horn may be the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall For any signed and sealed plans or final deliverables, if there are discrepancies between and subject to the terms of this notice.Party and only for its sole use. Receiving Party agrees that it shall be bound by the Files ("Receiving Party") are provided only for the convenience of Receiving The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of 02030204CB18" RCP-IV 020202020203020302040204204BASIN CONCRETE CATCH MINIMUM DEPTH 4:13: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y- STA. 17+25 TO STA. 19+75 RT FROM -L- STA. 16+97 TO STA. 18+25 RT DETAIL 3 GROUND NATURAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM -Y- STA. 21+75 TO STA. 23+25 RT FROM -Y- STA. 24+75 TO STA. 25+50 LT FROM -Y- STA. 21+50 TO STA. 22+75 LT FROM -Y- STA. 14+75 TO STA. 17+25 RT FROM -L- STA. 14+66 TO STA. 15+50 LT Min. D= 1 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill Flatter4:1 or D2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 18+75 TO STA. 20+19 LT DETAIL 2 Min. D= 1 Ft. Ground Natural Slope Ditch Front REMOVE REMOVE REMOVE 24" RCP REMOVE 51 LF 18" RCP REMOVE 150 LF REMOVE ADJ. CB ADJ. CB ADJ. CB ADJ. CB RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE 24" RCP-III 2GI 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III AND EXTEND COLLAR EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP 15" RCP-III ADJ. CB 18" RCP-III CB-F CB-F CB-F CB-F CB-F CB-F CB-G CB-FCB-G CB-F CB-E CB-G CB-G CB-F RETAIN HW HW RCP-III 24" 15" RCP-III 15" R C P -IIIREMOVE HW RCP- I I I15"BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN REMOVE SEE DETAIL 5 CLASS I RIP RIP STABILIZATION CHANNEL PIPE INLET SEE DETAIL 6 CLASS B RIP RAP STABILIZATION CHANNEL PIPE OUTLET SEE DETAIL 5 CLASS I RIP RAP STABILIZATION CHANNEL PIPE OUTLET 15" RCP-III ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3:1D FROM -L- STA. 12+75 TO STA. 14+56 LT FROM -L- STA. 24+40 TO STA. 25+50 RT FROM -L- STA.. 18+25 TO STA. 21+00 RT Min. D= 1 Ft. DETAIL 4 Ground Natural Flatter4:1 or Slope Fill SEE DETAIL 8 17 SYGF CLASS I RIP RAP EST. 8 TONS EMBANKMENT RIP RAP AT 15" RCP-IIIADJ. CB BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN 0424 0401 0423 0422 0402 0421 0403 0418 0419 0420 0413 0415 0416 0421 0404 0405 0407 0409 0411 0428 0425 0429 0430 0425 C C CCC C C C C C C C C C C C C C C C B BDRAFT 302303303 303303303303 303303303303303303 303303303303303303303303303304 304304304304 304304304 304304304304304304304304304304304304304304304304305 305 3 0 5 305 305 305305305305 305305305305305305305305305305305305305305305305305305305305305305305305306306306306 3 0 6 3 0 6 306 306306306306306306306306306306306306306306306306306306306306306307 3 07 307 307307307307307 307 307307307307307307307307307307307307307307307307307307307307307308 3083083083083083 0 8 308308308 3 0 8308 308308308308308308308308308308308308308308308308309309309309 3 0 9 3093093093 0 9309309309 3 0 9 3 0 9 3093093093093093093093093093093093093093093093 1 0 3103 1 0 310 310 310310310310310310310310310310310310 3103103103103103103103 1 0 310310310310310310310310 310310310310310310310310310310310310310310310310310310310310310310310310311311 3 11 311 311 311311311311311311311 311311311311 311311311311311311311311 311311311311311311311311311311311311312312312312312312312312312312312312 312 312312312312312312 312312312312313 313 313313313 313313 313313313313313 313 313313313313313313313313313313313313313313313313313313313313313313313314314314314314314 314314 314314314314314 314314314314314314314314314 314314 3 143143 1 43143143143 14 314314314314314 314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314 314314 3 1 4314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314315 315315 315 315315315315 315 315315315315315315315315315315315315315 315315315315 315 315315 315 315315 315315315315315315315315315315315315315315315315315 315315315315315315315315315315315315315315315315315315315315315315315315315315315315315315315315316 316 3 1 6 316316316316 316316316316 316316316316316 316316316 316 316316316316316316316316316316316316316316316316316 316316316316316316316316 316316316316316316316316316316316316316317 317 3 1 7 317317317 317 317317 317 317317317317 317317317 317317317317317317317317317317 317317317317317317 317317317317317317317317 317317317317317317317317317317317317317317317317317317317317318 3 18 3 1 8 318 3 18 318 318318318318318318318 318318318318318318318318318 318318318318318318318318318318318318318318318318 318318318318318318318318318318318318318318318318318318318318319 3 19 319 319319319 319319 319 319319319 319319319319319319319319319319319319319319319319319319319319319319319319319320320 3 2 0 320 320 320 320 320 320320 3 2 0320 320320320 320320320320320320320320320320320320320320320320320320320320320320 3203203203203203203203203203203203203203203203213 2 13213 2 1 321 321 321321321 321321 321321321321321321321321321 321321321321321321321321321321321321321321321321321321321321322322322 322 322 3223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223233 2 3323323323323 323 323323323323 323323323323323323323323323323323323323323323 3233233233233233233233233233233233233233233233233233233233233233233233233233233233233 2 4 3 2 4 324324324 324324324 324 324324 324324324324324324324324324324324324324324324324324324324324324324324324324324324324324 324324324324324324324324324324324324324324324324324324325 325 325 325 325 325 325 325 325 325325325325 325325325325325325325325325 325325325325325325325325325325 325325325 325325325325325325 3253253253253253253253253253253253253253253253253253253253253253253253253253253263 2 6 326 3 26 326326326326326326 3263263263263263263263263263263 2 6326326 3263263263263263263273 2 7 327327327 327327 3273283 2 8 328328328329329329329329329329329329329329329329330 303303303303303 303303303303303303303303303303303303304304304304304305305305305305305305305305306306306306306306306306306307307307307307308308308308308309 309309309309309309309309309310310 310310310310310310310310310310310310310311311311311311311311 311311311311311311311311312312312312312312 3123123123123123123133 1 3 313313313313313314CTCC10528PLAT BM 2017 PG 730DB 4387 PG 42730' CP&L UTILITY EASEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALKCONC. SIDEWALKCONC. CURBSHRUBSSHRUBS SHRUBS N 00°45'02" E 194 .68'S 67°39'00" E452.78'S 73°56'19" E209.56'S 01°38'01" W 190 .73' N 10°55'39" W 191.41' N 07°41'01" E 460.59'N 74°44'17" W730.66'N 00 °45'03" E 92 .85'N 14°40'19" E122.27'18" RCPSHEPHARD SCHOOL RD. 60' PUBLIC R/W 18" RCP 18" RCP18" RCP 24" RCP24" RCP18" RCPAPPROX. GIS LOCATION APPROX. GIS LOCATION EIPPKNAILECMSB1SBUS GRASSGRASSGRASS15" RCPINV=318.5WELL10528ECMEIPSR 2320 PROCTOR STSR 2320 OLD BUNN RD 60' PUBLIC R/W6 0.0 0' 6 0.0 0'60.00'SR 2406 SHEPHARD SCHOOL RD. 60' PUBLIC R/W SR 2320 PROCTOR ST 60' PUBLIC R/WSSEIP-EL--EL--EL--EY--EY-SSINV=307.9 INV=307.8 15" RCP 24" R C P PIN 2706213256 DB 001041 PG 00224 WAKEFIELD BAPTIST CHURCH NOW OR FORMERLY PIN 2706206369 DB 01530 PG 01375 M.KITAHATA MARI KITAHATA & LUTHER NOW OR FORMERLY PIN 2706217463 DB 011740 PG 02641 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706209765 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706300773 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY BOYS CLUB OF WAKE COUNTY DB 09122 PG 00692 PIN 27006206369 PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY PIN 2706305464 DB 016500 PG 00278 EDWIN TROY, SHAWN BROWN NOW OR FORMERLY PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY POND WOODS GRASS WOODS WOODS WOODS WOODS CLUB OF ZEBULON BOYS AND GIRLS ISBK BY-105 S PIN 2706219033 DB 016886 PG 01682 DARRYL ROBERT HIGH NOW OR FORMERLY P A V E ME N T E D G E O F GRASS ELEV=314.22 NAIL ON TREE BM-1 BY-102 EIP GRASS WOODS 10' PUBLIC DRAINAGE EASEMENT BL-101CONC. SIDEWALKRIPRAPS 82°43'52" E80.50'S 23°49'29" E 143.32' S 30°28'24" W 131.18'OLD BUNN RD 60' PUBLIC R/W15" RCP EI PEIPINV=323.12INV=322.3 1SFD S 1SFD INV.IN=321.4 4188673.08 INSET "A" M A TCH LIN E "A "LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA PLANS PREPARED BY: -L- -L- SHEPARD SCHOOL RD.OLD BUNN RD.NAD 83 / 2011 -Y--Y-PROCTOR ST.TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIDEWALK M A TCH LIN E SEE IN SET ' A' IN TH IS SH EETLEGEND TO BE RELOCATED EXIST WELL TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIGN WARNING SIGN LOCATIONS SHEET SIGN-X FOR SPEED REFER TO SIGNING PLAN SHEPARD SCHOOL RD. B1 B2 B4 B3 SHEET 3 OF 4 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40' 65' Y +50 40' 55' Y +60 40' 50' L+30 42.86' 50' L+55 40' 50' Y +10 40' 55' Y +20 55' 65' Y +00 70' Y +55 50' L +50 40' 50' L +60 40' 50' L +40 50' Y +70 35' Y +40 40' 50' L +50 40' 50' Y +30 EX R/W Y +44.17 03 02 01 030 2 0 1 000202202 5 1520CR C R CRCRCRCR -Y- P T Sta. 2 5 + 46.71 -Y - PC St a. 15+44.96-Y- PC Sta. 20+16.67-L- POT Sta. 24+98.46-Y- PC Sta. 20+14.10 -L- POT Sta. 16+65.85 = PI Sta 16+93.93 D L = 297.22' T = 148.97' R = 1,750.00' CURVE DATA (-Y-) PI Sta 22+81.90 D L = 530.05' T = 265.24' R = 5,400.00' -Y- POT Sta. 25+50.00 END CONSTRUCTIONDS = 40MPH DS = 40MPH e = NCe = 3% -Y- PT Sta. 18+42.1802010001010202 END TIP PROJECT 188673.08 -L- POT Sta. 21+70.00 0302BEGIN TIP PROJECT 188673.08 -L- POT Sta. 12+75.00 010 1 CR01803503020202020302EXIST0202BEGIN OVERLAY/WIDENING END GRADE/ -L- Sta. 19+05.00 EXIST037 00 01 02 00020215-Y- POT Sta. 14+02.17 BEGIN CONSTRUCTION 0102F F F F F F F F F F F FF C FFFFFFFFFFFF FFCCCCCCCCCCCC CCC C C C C C C CCC C CCCCCCCCCCFCFFCSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 3 SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 3 SPECIAL BACK OF CURB DITCH SEE DETAIL 4 SPECIAL LATERAL 'V DITCH SEE DETAIL 2 SPECIAL CUT 'V DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH 48" RCP-III ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 6 -L- STA. 14+57 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 5 Tons of Class B Rip-Rap d= 1.25 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 15" SEE DETAIL 7 EST. 10 TONS CLASS B RIP RAP SPECIAL LATERAL VARIABLE WIDTH BASE DITCH d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL WARIABLE WIDTH BASE DITCH FROM STA. 21+00 TO STA. 21+50 -L- RT Slope Fill DETAIL 7 B= Varies (Ft) Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile SEE DETAIL 8 16 SYGF EST. 8 TONS CLASS I RIP RAP RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM -Y- STA. 23+15 TO STA. 23+29 RT FROM -Y- STA. 22+68 TO STA. 22+83 LT DETAIL 8 Grade Ditch 15" GEOTEXTILE Type of Liner= Class I Rip-Rap 10'min. 1.0'min. ( Not to Scale) PIPE INLET/OUTLET CHANNEL DETAIL 5 -Y- STA. 23+29 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 to 8 Tons of Class 1 Rip-Rap d= TOB to 4 Ft. Length= 16 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI EdSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH EST 7 SY FF EST 2 TONS CLASS B RIP RAP020102010202RETAINRETAIN18" RCP-IV02020202202203204Receiving Party accepts the Files on an "as is" basis with all faults.relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. govern. Only printed copies of such documents conveyed by Kimley-Horn may be the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall For any signed and sealed plans or final deliverables, if there are discrepancies between and subject to the terms of this notice.Party and only for its sole use. Receiving Party agrees that it shall be bound by the Files ("Receiving Party") are provided only for the convenience of Receiving The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of 02030204CB18" RCP-IV 020202020203020302040204204BASIN CONCRETE CATCH MINIMUM DEPTH 4:13: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y- STA. 17+25 TO STA. 19+75 RT FROM -L- STA. 16+97 TO STA. 18+25 RT DETAIL 3 GROUND NATURAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM -Y- STA. 21+75 TO STA. 23+25 RT FROM -Y- STA. 24+75 TO STA. 25+50 LT FROM -Y- STA. 21+50 TO STA. 22+75 LT FROM -Y- STA. 14+75 TO STA. 17+25 RT FROM -L- STA. 14+66 TO STA. 15+50 LT Min. D= 1 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill Flatter4:1 or D2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 18+75 TO STA. 20+19 LT DETAIL 2 Min. D= 1 Ft. Ground Natural Slope Ditch Front REMOVE REMOVE REMOVE 24" RCP REMOVE 51 LF 18" RCP REMOVE 150 LF REMOVE ADJ. CB ADJ. CB ADJ. CB ADJ. CB RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE 24" RCP-III 2GI 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III AND EXTEND COLLAR EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP 15" RCP-III ADJ. CB 18" RCP-III CB-F CB-F CB-F CB-F CB-F CB-F CB-G CB-FCB-G CB-F CB-E CB-G CB-G CB-F RETAIN HW HW RCP-III 24" 15" RCP-III 15" R C P -IIIREMOVE HW RCP- I I I15"BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN REMOVE SEE DETAIL 5 CLASS I RIP RIP STABILIZATION CHANNEL PIPE INLET SEE DETAIL 6 CLASS B RIP RAP STABILIZATION CHANNEL PIPE OUTLET SEE DETAIL 5 CLASS I RIP RAP STABILIZATION CHANNEL PIPE OUTLET 15" RCP-III ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3:1D FROM -L- STA. 12+75 TO STA. 14+56 LT FROM -L- STA. 24+40 TO STA. 25+50 RT FROM -L- STA.. 18+25 TO STA. 21+00 RT Min. D= 1 Ft. DETAIL 4 Ground Natural Flatter4:1 or Slope Fill SEE DETAIL 8 17 SYGF CLASS I RIP RAP EST. 8 TONS EMBANKMENT RIP RAP AT 15" RCP-IIIADJ. CB BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN 0424 0401 0423 0422 0402 0421 0403 0418 0419 0420 0413 0415 0416 0421 0404 0405 0407 0409 0411 0428 0425 0429 0430 0425 C C CCC C C C C C C C C C C C C C C C B BDRAFT