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Home My WebLink AboutR3300B_Permit Drawing 119 &120_20220511lr----------��=----��---•• / •, � �i1:@ITTJi1:@� 1 _P_RO_JEr;,T_--,�,'F;;-;�c;:;,',�,--'N.:_:0:.:_-_+_::_SH'.:::E��T J_:N:::O:..... _j ·j -�-Stantec Consulting Services lnct--.. RO;;-A;:;D;;:W;;:A�Y�DE;;S:;-;IG::N�c....::;::::_-----,Hc:Yc:Dc:RA-U_L_IC _S __ _J ....... -7 0 801 Jones Franklin Road ENGINEER ENGINEER I Suite 300 " Raleigh, NC 27606 , • I Tel. (919) 851-6866 ...----'----1 .. •. •• l • , , •_--� __ ,_/Fax.(919)851-7024 _ _ _ www.stantec.com «e ,. " -_. ... --License No. F-0672 ·-2--/1 ···-· 1 ·-- v150 I I 0 '@ 0/ 0 I o_ -_ -_ "'- - " I I I I -�-;--, ,,✓� : -. ... ,:--/ ,., . ..-' SUNGATE DESIGN GROUP PA <:J1i) 905JONESF�Ll��o,,o � RALEIGH, NORTttCAROLINA�7606 NC COA No. C-0890 I I L_DENOT1S FILL IN WE LAND DENOT S EXCAVATION IN� WETLAND DENOT S MECH ANIZED LEARING DEN01S IMPACTS IN SURFA WATER DENO ES TEMPORARY IMPACr IN SURFACE WATER I I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALE 100 50 0 100 200 I 1111 I 1111 I====--=-. I �I PLANS PERMIT DRAWING SHEET 119 OF 162 DATE: 05-11-2022 I �,,,,·r· 11 I r l�_JI I iI I I I I [ I I I I I I I ,, I ! l I ,, COASTAL WtSTCRAGE Ol"CAPEFEAll,,LLC. I I I c _____________ J {b[----" ��-=:----7 �-7 -YJ2-TS Sta./'9 J.1..IIIOIRS.EIUII / I [ I 4--',: I SITE 19 SITE 19 SITE 19 SITE 19 SITE 19 SITE 21 WETLAND DENOTES FILL INFF E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 32 0.37 ACRES POTENTIAL IMPACT SHEET 120 OF 162 PERMIT DRAWING -DET1- DATE: 05-11-2022 23 YR 2040 BYPASS HAMPSTEAD SEE SHEET 33MATCHLINE -L- STA 235+00.00MATCHLINE -L1_NORTHERN- STA 847+00.00 SEE SHEET 22 S E E S H E E T 3 3MAT C H LI NE - Y19- S T A 2 3 + 5 0.00 MATCHLINE -L- STA 264+00.28 SEE SHEET 24N AD 83/ N SRS 2007 SEE SHEETS C14-01 THRU C14-08 FOR CULVERT PLANS SEE SHEET S17-01 THRU S17-38 FOR STRUCTURE PLANS SEE SHEET 67 FOR -Y44- & -Y43- PROFILES SEE SHEET 66 FOR -Y40- PROFILE SEE SHEETS 64 & 65 FOR -Y32RPB1- PROFILE SEE SHEET 64 FOR -Y32LPA2- PROFILE SEE SHEETS 62 & 63 FOR -Y32- PROFILE SEE SHEETS 50 & 51 FOR -Y19- PROFILE SEE SHEET 46 FOR -L- PROFILE SEE SHEETS 44 & 45 FOR -L1_NORTHERN- PROFILE SEE SHEETS 2D-1 & 2D-2 FOR DRAINAGE DITCH DETAILS SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE -L- UNLESS NOTED OTHERWISE ROW STATION & OFFSET LABELS REFERENCED FROM TRANSMISSION EASEMENT TO BE ACQUIRED FOR AT&T GRAPHIC SCALE www.stantec.com License No. F-0672 Stantec Consulting Services Inc. 801 Jones Franklin Road Raleigh, NC 27606 Tel. (919) 851-6866 Fax. (919) 851-7024 Suite 300 0 PLANS 50 200 RALEIGH, NORTH CAROLINA 27606 SUNGATE DESIGN GROUP, P.A. NC COA No. C-0890 905 JONES FRANKLIN ROAD 100100 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. R-3300B DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 33 3 4 3 4 343434 34 343535 35353 5 35 3535353535353536 36 36 3 6 36 36 363636 36 36363636363636 373737 37 37 373737 3737373737 37373737 37373737 37 38 38 38 38 38 38 383838383838 38383838 38383838383838 38 38 38 38 38383838383838383838383838 38 39 3939393939 39 39 39 393 9 3 9 393939 39393939 39393939 3939 39 3939 3939393939393939393939393939393939 39 393939 3939 3939 39393939 3939404040 404040404 04040 40 4 040 40 40 40 4040404040 4040404040 40 404040404040 4040404040 40 4040 4 04040 4040404040404040 404040404040 404040 40404040 4040 40 40 41 4 14141414141414141 4141 41 41 4141 4141 4141414141 4 1 41 41414141 4141 4141 414141 414141 4141 41 41 4141 41414141 4141414141414141414141 414141414141414141 4141 414141414141 414141 414141 4141 41 41 41 41 42 4242424242 4242 42 42 42 424 2424242424242424242424242 424242424242 4242424242424242 42 42424242424242 42 4 2 42424242424242 42 42 4242 4242 4242424242424242 424242 4 2 424242424242 42 42 42 43434343 43 434343 4343434343434343 43 4343 434343 43 4343 43 434343434 3 43434 3 434 343434343434343434343 43 43 4343 43 434343 43434343434343 43 4343434343 43 434343 43 43 4 3 43 43434343434343434 3 434343434343 4343 434343 43434343 43434343 4343434343 43 43 43 43 434444 4 444 444444 4 4 44 44 4444 444444 4444 44 44 44 444444 444444444444444444 44 44 44 44 44444444 44 44 44 4444 44 44 444444 4444444444444444 44444444444444444444 444444 4444 4444444444 44 4444 4444444444 44 44 44 444444 444444 44 444444 4 44444 44444444 44 44 4545 45 454 545 4545 4 545 4 54545 454545454 5454545 454545 45 4 54545454545454545 45 45 45 45 45 4545454 545 45 45 45454545454545 454545 454545454 545 45 454545454545 4545454545 454545454545 4545 45 45 4545 45454545 45 454545454546 4646 46 46464646 46 46 46 4646 4646 46 46 4 6 4646464646 46 4646464646 464646 4646 46464646 464646 46464646 4646 464646 464646 46 4646 4646 46 46 46 4646464647 47474747 474747474747474747 47 47 47 47 4747 4 7 47 47474747474747 47474747 474747 48 4848 48 48 48 484848 48484848 48 484848 48 4848 494920' ACCESS EASEMENT DB 3085 PG 19512" RCP 18" RCP 30" RCP 18" RCP18" RCP15" RCP 15" RCP 18" RCP 12" RCP CONC TOP=41.22' 15" RCP 12" RCP 18" HDPE 15" HDPE 18" RCP 18" RCP 18" RCP30" C MP15" HDPE15" HDPE24" HDPERUN TO 15'' HDPE SOMEWHERE ALONG PIPE CHANGES FROM 24'' HDPE 18" CMP CB GR BST BST 30" C&G 30" C&G 30" C&G 30" C&GSOIL BST24" C&G78" CHL & 3SBW 24" C&G BST BST 78" CHL & 3SBWGATE 60" WW SOIL78" CHL & 3SBWSOILSOILSOILLT 6" CURB 6" CURB DI DI DI DI LTLT LT CB CB 30" C&G 30" C&G CB 10' SOIL US 17 / NC 210 BST CB 48" CHAIN48" CHAINGR S MTLMTL CB CB CBMTLMTL CB 30" C&GSOIL10' SOIL 79"CHL & 3SBW GATE 30" C&G 30" C&G 16' CONC 16' CONC 16' CONC 17' CONC CB CB CB CB CBCB DI S DIDI 24" C&GSOIL S S 48" PVC 60" WW FOUNDATION48" WD 48" WD 6" CONC CURB96" CONC48" CHL CONC CONCCONC 6" CONC CURB 6" CONC CURB DI6" CONC CURB6 " CONC CURBBST 48" WD 48" WD CONC CONC CONC CONC6 0 " WDBST RAP RIP EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WMB 20 PG 82 MB 20 PG 57 28' ACCESS EASEMENT MB 20 PG 82 MB 20 PG 57 14' ACCESS EASEMENT EIP EIR EXISTING R/W VARIES EXISTING R/W VARIES EXISTING R/W VARIES EXISTING R/W VARIES EXISTING R/W VARIES EXISTING R/W VARIES EXISTING R/W VARIES EIPEIP S CONC CM60" WD LT POND WOODS WOODS WO ODS WOODSWOODSWOO DS WOODS WOODS LT LT18" RCP S LT 20' BST20' BST14' SOIL39' BST 23' BST (WITHIN SURVEY LIMITS) BELOW THIS LINE NO GRAVES PAVERS FO S FLAG T CONC WOODS WOODS WOODS RAP RIP W/LT60" WW LT 96" CONC T TWP(3)TWP(3) T HH C C CT HH TT T T TWP TWP(3) TWP TC TC 16" DI 12" DI12" DI 16" DI 6" DIPATRICIA W. GREEN C.M.H. HOMES, INC. ANDREWS PROPERTIES, ET AL8" SOILRAP RIP 24" RCP 24" RCP 15" RCP CULVERT BOX CONC CB PATH HAS ERODED) (PIPE CRUSHED AND 30" CMP 12" RCP 18" RCP 18" RCPDI RAP RIP RAP RIP 25' BST(2) TWP DI 18" RCP DB 720 PG 180 DB 3695 PG 163 10' ATT EASEMENT S 48" WD 15" HDPE EIP EIP ANDREWS MORTUARY, INC. EIP EIP CAROLINE S. BALDWIN JAMESTOWN PENDER, LP JAMESTOWN PENDER, LLC. WATER & SEWER DISTRICT ROCKY POINT TOPSAIL ANDREWS PROPERTIES, INC. EX IST ING R /W RAD= 1660' 60.00'(PUBLIC RIGHT OF WAY MB 37 PG 141)CAISON DR 20' BST15" RCP TJB8044.45 15" RCP15" RCPLT HH S HH HH 60.00' RISER SR 1695 TRANSFER STATION RD 22' BSTHAMPSTEAD INVESTORS, LLC. ARV SPIGOT WATER PM PM UNKNOWN S/M10 ", PVC10 ", PVC 10 ", PVC12 ", DI12 ", DI ARV DISCHARGE/DRAIN LINE LEEWARD LN 24' BSTJULIE C. HEWITT ET UX STADSVOLD, AARON K. BRADLEY, ET UX JIMMIE M. MB 37 PG 141 DRAINAGE EASEMENT PRIVATE R/WPRIVATE R/WPRIVATE R/WPRIVATE R/WCB CB 18" RCP18" RCP15" RCP15" RCPCB 15" RCPHWY PLANS ACCORDING TO U/G "TEE"18" RCP15" RCP 30" RCP15" RCP60" CONC 15" RCP WALL BK )(MOVABLE HTR'S THROUGHOUT MOBILE HOME SALES LOT EXISTING R/W VARIES 18" RCP 15" RCP 18" RCP DI DI 30" RCP PLANTATION HOA C/O BELVEDERE LEEWARD LN. JAMESTOWN PENDER, LP 25' BST 30" C&GCB24" RCP S EIP TWP TWP(3) STWP(2) 1SF BUS CONC RAMP GATE BST 24" C&G ALL WWP(3)BST CB 12" RCP 12" RCP LT LT DI LT LT BST 1SBK BUS BST LT BST (82 GRAVES) CEMETERY WALL BK WALL BK LTLT LT LT S (120 GRAVES) CEMETERY PM WITNESS POST WV CONC S CB WALL BK EIP CARY BRUTON ET AL CAROLINE S. BALDWIN, 2SFD 2SFD 2SFD F NC 7 2" WD P ADDUMP S T E R C O NC DI LT TANK UG POOL HOUSE 1SF PM LT LTBST APTS 2SF GRILL TWP TWP 36" RCPCB 30" RCP RAP RIP S DI 1SMBUS DI MTL DI 1SMBUS 1SMBUS CONTROLW/ GATE MTL POST J.L. MORRIS. ET UX S S S 48" WWCULTIVATION STA SAN LIFT S LT WD CAN1SMBUS PILE MULCH BST US 17 / NC 210 RCP 15"RCP 30"MB 52 PG 55MB 37 PG 14135' PUBLIC DRAINAGE EASEMENT21' GR ENTERPRISES J.L. MORRIS CULTIVATION CULTIVATION 1SMBUS OF CAPE FEAR, LLC. COASTAL MINI STORAGE R/C CM R/CEIRR/C CABLE GATES MTL POSTS & EIP GR 46' BST CB GR GR ON CONC PAD TRAFFIC BOX(158 GRAVES) CEMETERY WALL BKLTLTWALL BK WOODS WOODS BALDWINCAROLINE S.-L- -L1_NORTHERN- -Y40- -Y40- -Y3 2 RP B1- -Y32- STA. 24+21.70 BEGIN APPR. SLAB -Y32- STA. 24+45.87 BEGIN BRIDGE -Y32- STA. 26+25.20 END BRIDGE -Y32- STA. 26+49.34 END APPR. SLAB -Y19- -Y19- PT Sta. 23+99.75 -Y19- PC Sta. 25+24.13 -Y19- PT Sta. 27+70.94 -Y19- PC Sta. 34+87.32 -Y19- PT Sta. 37+59.85 -Y19- PC Sta. 39+48.38 -Y19- PT Sta. 42+20.12 5045 40 3530 25 -Y42- POT St a. 10+00.00-Y42- PC St a. 10+16.70-Y19- PC St a. 20+29.30-Y19- POC Sta. 36+27.78 -Y19- POT Sta. 47+06.61 -Y43--Y44--L-235END CONSTRUCTION -Y43- POT Sta. 11+10.00 END CONSTRUCTION -Y44- POT Sta. 12+15.00-L-235-L-235-L-240-L-245-L- -L- -L-250-L-255-L-260-Y32- ST Sta. 47+12.31, 43.00' LT -L- POT Sta. 264+00.28 AH POT Sta. 874+60.24 BK = -L1_NORTHERN- -Y 32-- Y32 LP A- -L1_NORTHER N- -Y43- POT Sta. 10+00.00 Y43 POT Sta. 15+00.00 POT Sta. 12+60.00 -Y44- POT Sta. 10+00.00 40.00' +02.24 -Y19- & 42.00' 31.49', 40.00' +15.00 -Y19- 72.00' +85.00 -Y19- 30.23' +80.00 -Y43- & 170.00' 150.00' +80.00 -Y32- 144.80' +20.00 -Y32- 185.00' +35.00 -Y32- 165.00' +00.00 -Y32-+59.13+45.04 +68.58 +54.80 CR CR CR CR CR CR CR CR CR CR CR NON-TOTAL TAKE SEPTIC FIELD IMPACTED NON-TOTAL TAKE SEPTIC FIELD IMPACTED CR CR FOR WALL NO. 3 INFO. SEE STRUCTURE PLANS FOR WALL NO. 4 INFO. SEE STRUCTURE PLANS IA-MASH TL-3 PROP MSE WALL P R OP MS E WALL 86 SY SEE SHEET 2G-17 -Y19- 44+83 TO 45+15 RT ROCK PLATING GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN FS Liner=Class B Riprap n=0.055 s=0.0030 ft/ft d=1.6 ft V10=1.5 fps Q10=14.5 cfs Sta.=237+15 -Y40- RT FS FS RETAIN42.0 FS SEE DETAIL 55 EST 2300 CY DDE 690 LF @ 0.30% LAT 6' BASE DITCH CHANNEL CHANGE 2GI-A 1 5" RCP-III 15" RCP-III 36" RCP-IV HW 15" RCP-IV 30" RCP-IVCBCB 30" RCP-IV 2GI 1 5 " RCP-I V CB CB 3 0" 2GI 15" RCP-IV 18" RCP-III 18" RCP-III 2GI-A CB 15" RCP-IV 2GI CB CB CB -IV RCP 15" CB 2GI TB 15" RCP-IV CB 15" CB15" w/ ELBOWSRCP-IV 15" DI 15" RC P-IV DI 2GI DI RCP-IV 15" 15" RCP-IV DI 15" RCP-IV DI CB 15" RCP-IV EST 7 SY GFD EST 2 TONS CL B RIPRAP 2GI15" RCP-III 36" RCP-IV 45.046.041.038.5 3 9.0 4 2.0 42.0 39.0 SEE DETAIL 65 ON BANKS w/ CL I RIPRAP INLET CHANNEL SEE DETAIL 66 ON BANKS w/ CL I RIPRAP OUTLET CHANNEL 30'10' WIDE MAINTENANCE ACCESS 1 0 '46.046.044.045.0 41.0 42.0 42" RCP-IV 2GI-A EST 39 SY GFD EST 20 TONS CL I RIPRAP Liner=Class I Riprap n=0.055 s=0.002 ft/ft d=3.3 ft V10=1.9 fps Q10=100 cfs Sta.=50+35 -Y19- RT15"2GI EST 7 SY GFD EST 2 TONS CL B RIPRAP SEE DETAIL 31 EST 198 SY GFD EST 72 TONS CL B RIPRAP TOE PROTECTION 2GI TB CB & BACKFILL TO NG REMOVE 30" CMP12" RCP & DIREMOVE CB, REMOVE CB REMOVE REMOVE CB & 12" RCP REMOVE CB REMOVE REMOVE CB REMOVE 15" RCP REMOVE CB 15" RCP REMOVE REMOVE CB REMOVEREMOVEREMOVEREMOVE & 15" RCP REMOVE CB 15" HDPE REMOVE REMOVEREMOVE REMOVE REMOVE REMOVE CB REMOVE REMOVE & 30" RCP REMOVE DIREMOVE REMOVE RISER DI & 30" RCP REMOVE 18" RCP's, & BLIND JB REMOVE 15" RCP REMOVE 364241413GI-A 2GI GRADE TO DRAIN 15" RCP-IV 2GI 30" RCP-IV (BURIED 1.0') 78" RCP-IV 1.0') (BURIED RCBC 1@8'x6' SEE DETAIL 35A SPEC LAT V DITCH DI REMOVE DI RETAIN EST 7 SY GFD EST 2 TONS CL B RIPRAP SEE DETAIL 62 V DITCH SPEC LAT TEMP. 30" 30" RCP REMOVE 15" RCP-III EST 50 SY GFD EST 26 TONS CL I RIPRAP EST 5 SY GFD EST 1 TON CL B RIPRAP 15" RCP-IV REMOVE CB 3GI-A48" CAAPGRADE TO DRAIN 15" RCP-IV CB CB MD 15" RCP-IV 15" RCP-IV 15" RCP-III 15" RCP-III SEE DETAIL 62 SPEC LAT V DITCH & 12" RCP REMOVE CB 18" RCP-IV SEE DEATIL 68 EST 30 CY DDE 50 LF @ 0.60% STD V DITCH ELB ELB ELB EL B ELB ELB ELB ELB 2GI-A 2GI FS 3GI-A 2GI-A FS SEE DETAIL 31 EST 1574 SY GFD EST 569 TONS TOE PROTECTION CL B RIPRAP 15" w/ ELBOWS2GI SEE DETAIL 54 EST 1800 CY DDE 460 LF @ 0.30% 6' BASE DITCH CHANNEL CHANGE SEE DETAIL 64 EST 157 SY GFD EST 96 TONS CL I RIPRAP - 40 LF EST 7 SY GFD EST 3 TONS CL I RIPRAP EST 30 SY GFD EST 15 TONS CL I RIPRAP SEE DETAIL 31 EST 1049 SY GFD EST 379 TONS TOE PROTECTION CL B RIPRAP EST 233 SY GFD EST 142 TONS DITCH TRANS. CL I RIPRAP AT RCP-IV 15" 2GI 2GI ELBOWS 15" w/ EST 5 SY GFD EST 1 TON CL B RIPRAP ELEV=46.0' ACCESS BERM 15' WIDE EST 5 SY GFD EST 1 TON CL B RIPRAP SHEETS 2D-3 & 2D-4 P-3 & P-4 ON SEE DETAIL STRUCTURE CONTROL OUTLET DRY DET. EST 5 SY GFD EST 1 TON CL B RIPRAP 15"EST 5 SY GFD EST 1 TON CL B RIPRAP SEE DETAIL 31 EST 375 SY GFD EST 136 TONS TOE PROTECTION CLASS B RIPRAP ELEV=42.0 5' TRANS. BERM ELEV=42.0 5' TRANS. BERM 10' VEG. SHELF P-1 & P-3 SEE DETAIL OUTLET STR. WET POND 10' WI DE MAI NTENANCE ACCESS2GI FS 18" RCP RETAIN DI & & 18" RCP RETAIN DI RETAIN REMOVEREMOVE & 12" RCP REMOVE 2 DI's 2GI REMOVE CB REMOVE CB 15" RCP-III 54" WSPBORE & JACK CB REMOVE CB REMOVE 2GI FS & 15" RCP REMOVE CB REMOVE CB 15" RCP REMOVE REMOVE CB CB 2GI CB MD 98 LF OF 2'-6" C&G REMOVE & REPLACE 15" RCP REMOVE REMOVE CB & 12" RCP REMOVE CB RCBC 1@7'x4' EXISTING REMOVE 30" RCP-IV EST 22 SY GFD EST 11 TONS CL I RIPRAP SEE DETAIL 50 BASE DITCH SPEC LAT 2' REMOVE REMOVEREMOVE CB SEE DTL 52 V DITCH SPEC LAT DI REMOVE 36" RCP-IV EST 7 SY GFD EST 2 TONS CL B RIPRAP ELBOWS 15" w/ 2GI 2GI 15" RCP-IV DI 1 5 " RCP-I V ELBOWS 15" w/ 2GI SEE DETAIL P-2 7' L x 14' W BASE EST 188 SY GFD EST 88 TONS CL B RIPRAP FOREBAY w/ EST 125 SY GFD EST 47 TONS ELEV=42.0' 6:1 SIDE SLOPES w/ CL B RIPRAP & WEIR FLOW INLET SEE DETAIL P-2 9' L x 9' W BASE EST 158 SY GFD EST 74 TONS CL B RIPRAP FOREBAY w/ CB MD 15" RCP-IV EST 7 SY GFD EST 2 TONS CL B RIPRAP TB 2GI EST. 3500 CY EXC. WET DET. BASIN SEE DETAIL 53 EST 956 CY DDE 15+00 TO 18+30 LAT 4' BASE DITCH SEE DETAIL 39 EST 474 CY DDE 17+00 TO 18+00 LAT 4' BASE DITCH 2 4 " RCP-III 2 4 " RCP-III 3 6" RCP-III 4 2" RCP-III 42" RCP-III42" RCP-III 42" RCP-III 15" RCP-III -III RCP 54" 54" RCP-III24" RCP-III15" RCP-III 15" RCP-III ROCK PLATING GRADE TO DRAIN 30" RCP-III EST 16 SY GFD EST 5 TONS CL B RIPRAP SEE DETAIL 10 EST 47 CY DDE 80 LF @ 0.3% BASE DITCH STD. 2' GRADE TO DRAIN EST 10 SY GFD EST 3 TONS CL B RIPRAP 18" 15" RCP-III 15" RCP-IIISEE DETAIL 10 EST 47 CY DDE 80 LF @ 0.3% BASE DITCH STD. 2' 850 855 860865870-Y32- SC Sta. 23+66.84 -Y32- CS Sta. 45+62.3115-Y40- PC Sta. 241+29.18 -Y32- SC Sta. 14+58.96 45 40 3 5 30 25 20 2015 235 240 245 25025510 -Y40- PT Sta. 256+67.04 Sta. 865+35.46 -L1_NORTH- CS Sta. 868+29.46 -L1_NORTH- ST -L1_NORTH- POS Sta. 866+61.46 47.00' LT -L1_NORTH- POC Sta. 860+46.94 -Y32LPA2- CS Sta. 5+00.00 52.00' RT -Y32LPA2- SC Sta. 14+33.19 -Y32LPA2- CS Sta. 11+33.19 -Y32LPA2- SC Sta. 7+00.00 -Y32- CS Sta. 35+36.84 24.00' RT -Y32- POC Sta. 33+26.62 -Y32- TS Sta. 39+08.89 -Y32- ST Sta. 37+52.84 -Y32- SC Sta. 40+58.89 Sta. 17+42.46 -Y32RPB1- PC -L1_NORTH- SRS Sta. 847+93.66 -Y40- PT Sta. 239+53.16 -Y40- PT Sta. 247+48.47 -Y40- PC Sta. 249+08.53 POC Sta. 22+88.82 -Y32RPB1- -Y32- CS Sta. 19+34.84 -Y32- SRS Sta. 21+50.84 -Y32RPB1- PCC Sta. 21+41.89 SC Sta. 850+87.66 -L1_NORTH- -Y32RPB1- CS Sta. 15+05.41 SC Sta. 14+07.77 -Y32RPB1- -Y32RPB1- ST Sta. 16+55.41 SEE SHEET 121 OF 162 ENLARGEMENT VIEW SEE SHEET 122 OF 162 ENLARGEMENT VIEW F C F F F F C F C F F FF F F F FC F F F F F FFFF F C FF F FF F F F F F F F F FFF F C C F F F F F F F F F F F F F F F C C F F F F F F F