AASHTO "A Policy on Geometric Design of 4A. Hydraulic Design Reference for these plans is the: 6-16 PROPOSED PLANS FOR PROJECT ID XXXXXX
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1 INDEX OF S -A TOTAL S PELIMINAY IGHT-OF-AY MACH, 7 DESCIPTION 5 SUBTOTALS TITLE TYPICAL SECTIONS AND MISC. DETAILS IGHT-OF-AY DATA S POPETY STIP MAPS EFEENCE DATA Design eference for these plans is the: AASHTO "A Policy on Geometric Design of A 5A-5B Highways and Streets" Hydraulic Design eference for these plans is the: 6-6 PLAN AND POFILE POPOSED FO 7 COSS SECTIONS X-X7 TOTAL S 5 9 Edition of SCDOT's "equirements for Hydraulic Design Studies" NPDES PEMIT INFOMATION BEAUFOT Distrubed Area = POJECT ID XXXXXX X.XXX Permitted Area = US TE 78 IDENING (ILLIAM HILTON PAKAY) Acre(s) Acre(s) Approximate Location of oadway is Begin FOM TEMINI OF ILTON J. GAVES BIDGE TO BEGINNING OF CAUSEAY ONTO HILTON HEAD ISLAND Latitude '8" Longitude 6'5" End Latitude '5" Longitude 8" Hydraulic and NPDES Design provided by: HD, Inc. POJECT ID XXXXXX Designs may be obtained from POJECT ID XXXXXX BEGIN STA Beaufort County END STA ENVIONMENTAL PEMIT INFOMATION X YES NO YES X NO CETIFICATION X YES NO OCM CAP X YES NO USACE PEMIT NEPA DOCUMENT THE INITIALS ABOVE DO NOT ELIEVE THE ENGINEE OF ECOD OF THE ESPONSIBILITY TO DESIGN THIS POJECT IN ACCODANCE ITH ALL APPLICABLE CITEIA. NAVIGABLE ATES SC USCG USACE X NA -N- For ight Of ay Acquisition: DAYS BEFOE DIGGING IN Date SOUTH CAOLINA Consultant Engineer of ecord CALL 8 BEAUFOT MAP LAYOUT SOUTH CAOLINA 8 (SC8) (NOT TO SCALE) Date.SC8.COM egional Production Engineer ALL UTILITIES MAY NOT BE A MEMBE OF SC8 c: \pw w orki ng\east \dm s6578\jenki ns_ti tl e. dgn 8 7 US TE. 78 SIDEOADS TOTAL NET LENGTH OF OADAY. MILES. MILES. MILES NET LENGTH OF BIDGES. MILES. MILES. MILES NET LENGTH OF POJECT. MILES. MILES. MILES LENGTH OF EXCEPTIONS. MILES. MILES. MILES GOSS LENGTH OF POJECT. MILES. MILES. MILES AILOAD INVOLVEMENT? ENGINEE OF ECOD YES NO EQUALITIES IN STATIONING TAFFIC DATA 5 5 ADT 5,7 ADT 58,7 TUCKS NONE NOTE: EXCEPT AS MAY OTHEISE BE SPECIFIED ON THE O IN THE SPECIAL POVISIONS, ALL MATEIALS AND OKMANSHIP ON THIS POJECT SHALL CONFOM TO THE SOUTH CAOLINA DEPATMENT OF TANSPOTATION STANDAD SPECIFICATIONS FO HIGHAY CONSTUCTION (7 EDITION) AND THE STANDAD DAINGS FO OAD CONSTUCTION IN EFFECT AT THE TIME OF LETTING. GENEAL CONSULTANTS: PELIMINAY NOT FO CONSTUCTION FO IGHT-OF-AY % ecltts.dgn
2 OADOUTE BEAUFOT TYPICAL SECTION OF IMPOVEMENT BEAUFOT, SC.' C U.S. TE. 78 (.H.P.) EASTBOUND L.'.' VAIES TAVELAY TAVELAY TAVELAY STA. +5. TO STA EASTBOUND. 8: 8: C U.S. TE. 78 (.H.P.) ESTBOUND L 5 ETAIN EXIST. C&G 6.' TO.' VAIES.' 6.'.'.'.'.' 8.' 8.'.'.'.'.' 6.'.' PAVED SHLD. TAVELAY TAVELAY TAVELAY VAIES VAIES TAVELAY TAVELAY TAVELAY PAVED SHLD. EXIST. GOUND. 8: 8:.. 8: 8:. MATCHLINE.' BIOSALE 5 5 MATCH EXIST. MATCH EXIST. USE THIS SECTION ON:.' U.S. TE. 78 (ILLIAM HILTON PAKAY) 87 c:\pwworking\east\dm s6578\jenkins_typical.dgn STA TO STA EASTBOUND 5 STA TO STA EASTBOUND VAIES 8.' VAIES CONST..' CONC. C&G STA. 9+. TO STA EASTBOUND STA. 6+. TO STA. +5. EASTBOUND TE. US TE 78 DESIGN SPEED MPH FOM STA. TO STA EXCEPTIONS TO DESIGN SPEED MATCHLINE PAVEMENT DESIGN TO BE DETEMINED VA. - (SHON ) EXIST. GOUND FUNCTIONAL ASS UBAN PICIPAL ATEIAL BEAUFOT, SC US TE 78 (ILLIAM HILTON PAKAY) TYPICAL SECTION SCALE: NTS SCALE: NTS DG.
3 BEAUFOT OADOUTE A TYPICAL SECTION OF IMPOVEMENT BEAUFOT, SC C S98 & S77 L C S98 & S77 L.'.'.'.'.'.'.'.'.'.'.'.' TAVELAY TAVELAY TAVELAY TAVELAY.... 8: 8: 8: 8: EXIST. GOUND VA. - (SHON ) 5 VA. - (SHON ) EXIST. GOUND EXIST. GOUND VA. - (SHON ) VA. - (SHON ) EXIST. GOUND USE THIS SECTION ON: USE THIS SECTION ON: S98 (JENKINS OAD) S98 (JENKINS OAD) STA. +5. TO STA. +. STA. +.7 TO STA. +5. S77 (BLUE HEON POINT OAD) S77 (BLUE HEON POINT OAD) STA. +5. TO STA. +. STA. +. TO STA c:\pwworking\east\dm s6578\jenkins_typical.dgn TE. MPH S98-5MPH FOM STA. DESIGN SPEED S77-5MPH EXCEPTIONS TO DESIGN SPEED TO STA. PAVEMENT DESIGN TO BE DETEMINED FUNCTIONAL ASS UBAN LOCAL GOUP BEAUFOT, SC US TE 78 (ILLIAM HILTON PAKAY) TYPICAL SECTION SCALE: NTS SCALE: NTS DG.
4 BEAUFOT OADOUTE U.S c:\pwworking\east\dm s6578\jenkins Data_Sheet.dgn EV. BY DESCIPTION OF EVISION TOPO. DG. PLAN SCALE " = 5 BEAUFOT, SC 5 U.S. OUTE 78 IDENING ILLIAM HILTON PAKAY IGHT-OF-AY DATA U.S. TE. 78 DG.
5 ALUMDISC BEAUFOT OADOUTE U.S. 78 A -N- POT= POT= PL = PES. PES. ' PES. 8 "PIPEA PES. 5 BLUE HEON POINT D (S-77) 6 7 PES PL = PES. PL = PES. PES. TANS JENKINS OAD (S-98) BLUE HEON POINT D (S-77) POT=7+. PT=5+5.5 PES. TANS 9 PC=+57.6 PES. COSS TEE DIVE PCC=+6.66 PC= PC=89+5. NE 9' PES. 5 PT= PT= C. HEINICHS CIE POT=+.8 PES. ' 5 DED. DED. NE 9' NE 9' NE 9' PT= PC=+.7 PES. ' NE ' 5 5 PES. ' POT=9+.78 (ILLIAM HILTON PAKAY) DED. DED. PT=+67. PC= MILLIGHT DIVE PC=+5.7 PC=+6.5 PES. PT=7+.55 PCC= PT= c:\pwworking\east\dm s6578\jenkins Strip_.dgn EV. BY DESCIPTION OF EVISION TOPO. DG. PLAN SCALE " = ' U.S. OUTE 78 IDENING ILLIAM HILTON PAKAY IGHT-OF-AY STIP MAP U.S. TE. 78 DG. BEAUFOT, SC
6 BEAUFOT OADOUTE U.S. 78 5A ALIGNMENT CONTOL POINTS CONTOL POINTS - U.S. TE. 78 EASTBOUND CONTOL POINTS - BLUE HEON OAD NOTHING (Y) EASTING (X) NOTHING (Y) EASTING (X) POT ,66.75,68,5. POT +.,67.78,69,8.7 PC 89+5.,67.9,68,9.8 PC +57.6,.57,69,7.88 PI ,98.,69,6.9 PI +9.7,7.77,69,. PT ,8.7,69,6.9 PT +6.66,7.9,68,98.68 PC +5.7,9.98,7,6. PC +6.66,7.9,68,98.68 PI 5+8.8,85.,7,7. PI +.7,55.9,68,6. PCC ,5.6,7,77.5 PT 5+5.5,7.,68,67.89 PI +6.76,5.6,7,86. POT 7+.,85.,68,579. PT +6.68,.98,7,95.9 CONTOL POINTS - COSSTEE DIVE CONTOL POINTS - U.S. TE. 78 ESTBOUND POT +. NOTHING (Y) EASTING (X),77.,7,.9 POT PC NOTHING (Y) EASTING (X),66.,68,8.65,679.55,68,9.5 PC PI PT ,95.77,5.85,.6,7,6.8,69,996.9,69,96.8 PI ,.6,69,77.7 PT PC PI PT POT ,9.7,9.76,.6,8.,87.7,69,87.,7,.89,7,8.5,7,6.79,7,88.95 POT PC PI CONTOL POINTS - S98 JENKINS OAD NOTHING (Y) EASTING (X) +.,8.6,7, ,.9,7, ,6.79,7,67.5 CONTOL POINTS - C. HEINICHS CIE PT 7+9.7,88.,7,9. NOTHING (Y) EASTING (X) POT +.,.5,7,8. POT +.8,.89,7,.69 CUVE DATA U.S. TE 78 B (CUVE ) P.I. = D U.S. TE 78 B (CUVE ) P.I. = 5+. D U.S. TE 78 EB (CUVE ) P.I. = D U.S. TE 78 EB (CUVE ) P.I. = D U.S. TE 78 EB (CUVE ) P.I. = D 87 c:\pwworking\east\dm s6578\jenkins_ef_data.dgn T = 59.7' L =,6.6' E =.7' =,59.' D.S. = emax = e = P.C. - LG% = P.T. - LG% = BLUE HEON S-77 (CUVE ) P.I. = +.7 D T = 6.' L = 8.8 E = 6.' T = 9.6' L = 79. E =.6' = 6,8.' D.S. = emax = e = P.C. - LG% = P.T. - LG% = BLUE HEON S-77 (CUVE ) P.I. = +9.7 D T = 5.' L = 59. E =.' COSS TEE DIVE (CUVE ) =,.66' = 5.' = 9.8' D.S. = 5mph D.S. = 5mph D.S. = 5mph emax =. emax = NA emax = NA e = Tie to Existing e = NC* e = NC* P.C. - LG% = NA P.C. - LG% = NA P.T. - LG% = NA P.T. - LG% = NA * APPOACHING INTESECTION T = 5.' L =,.8' E =.' =,5.9' D.S. = emax = e = P.C. - LG% = P.T. - LG% = P.I. = +6.7 D T =.' L = 8.7' E = 6.7' P.C. - LG% = NA P.T. - LG% = NA T = 55.8' L = 7.' E = 5.5' =,59.7' D.S. = emax = e = P.C. - LG% = P.T. - LG% = JENKINS OAD S-98 (CUVE ) P.I. = +.89 D T =. L = 587.' E = 6.5' = 96.' D.S. = 5mph emax =. e = Tie to Existing P.C. - LG% = NA P.T. - LG% = NA T = 89.99' L = 79.9' E =.' =,859.' D.S. = emax = e = P.C. - LG% = P.T. - LG% = EV. DESCIPTION OF EVISION TOPO. DG. BY NA PLAN SCALE " = ILLIAM HILTON PAKAY U.S. TE. 78 BEAUFOT, SC U.S. OUTE 78 IDENING EFEENCE DATA DG. 5A
7 OADOUTE PSC CONTOL MSC CONTOL PBM CONTOL BEAUFOT U.S. 78 5B POINT NUMBE: STATIONOFFSET: NOTHING: 5.9 EASTING: ELEVATION: 9.9 DESCIPTION: MAG NAIL COMBINED SCALE FACTO:.56 POINT NUMBE: STATIONOFFSET: NOTHING: 79.9 EASTING: ELEVATION:. DESCIPTION: 58" EBA POINT NUMBE: STATIONOFFSET: NOTHING: 9. EASTING: ELEVATION: 6. DESCIPTION: NGS MON."866 9 G TIDAL" POINT NUMBE: STATIONOFFSET: NOTHING:.69 EASTING: 68.7 ELEVATION: 8. DESCIPTION: MAG NAIL POINT NUMBE: STATIONOFFSET: NOTHING:.7 EASTING: ELEVATION:. DESCIPTION: 58" EBA POINT NUMBE: 75 STATIONOFFSET: NOTHING:.7 EASTING: 7.78 ELEVATION: 8.98 DESCIPTION: CHISNIK BENCHTIE IN "PALM COMBINED SCALE FACTO:.9 POINT NUMBE: STATIONOFFSET: NOTHING: 68. EASTING: ELEVATION:.55 POINT NUMBE: 7 STATIONOFFSET: NOTHING:. EASTING: ELEVATION:.8 DESCIPTION: 58" EBA POINT NUMBE: 77 STATIONOFFSET: NOTHING:. EASTING: 7. ELEVATION:.88 DESCIPTION: CHISNIK BENCHTIE IN "9"OAK DESCIPTION: MAG NAIL COMBINED SCALE FACTO:.75 POINT NUMBE: 8 STATIONOFFSET: POINT NUMBE: 79 STATIONOFFSET: POINT NUMBE: STATIONOFFSET: NOTHING: 98.9 EASTING: NOTHING: 7.9 EASTING: ELEVATION:.87 DESCIPTION: MAG NAIL NOTHING: 58.6 EASTING: 75.8 ELEVATION: 5.65 DESCIPTION: CHISNIK BENCHTIE IN 5"OAK ELEVATION: 8.95 DESCIPTION: MAG NAIL COMBINED SCALE FACTO:.665 POINT NUMBE: 6 STATIONOFFSET: NOTHING: 6. POINT NUMBE: STATIONOFFSET: NOTHING: 8. EASTING: ELEVATION: 5.9 DESCIPTION: 58" EBA POINT NUMBE: 8 STATIONOFFSET: NOTHING: EASTING: ELEVATION:.6 DESCIPTION: CHISNIK BENCHTIE IN 6"OAK EASTING: ELEVATION: 9. DESCIPTION: MAG NAIL COMBINED SCALE FACTO:.9 POINT NUMBE: STATIONOFFSET: POINT NUMBE: STATIONOFFSET: NOTHING: 5.6 EASTING: ELEVATION:.57 DESCIPTION: MAG NAIL POINT NUMBE: 8 STATIONOFFSET: NOTHING: EASTING: ELEVATION: 8. DESCIPTION: CHISNIK BENCHTIE IN "PINE NOTHING: 8.5 EASTING: ELEVATION:.5 DESCIPTION: MAG NAIL COMBINED SCALE FACTO:.566 POINT NUMBE: 7 STATIONOFFSET: NOTHING:.8 EASTING: ELEVATION: 8.9 POINT NUMBE: 85 STATIONOFFSET: NOTHING: 57.8 EASTING: ELEVATION:.7 DESCIPTION: MAG NAIL DESCIPTION: CHISNIK BENCHTIE IN "PINE POINT NUMBE: 8 STATIONOFFSET: NOTHING: 7.68 EASTING: 68.7 ELEVATION: 7.55 POINT NUMBE: 87 STATIONOFFSET: NOTHING: EASTING: ELEVATION:.89 GENEALINFOMATION CONTOLSUVEYSUMMAY DESCIPTION: MAG NAIL DESCIPTION: CHISNIK BENCHTIE IN "OAK VETICAL - NOTH AMEICAN VETICAL DATUM (NAVD88) POINT NUMBE: 9 STATIONOFFSET: NOTHING: 5.5 EASTING: ELEVATION: 7.6 POINT NUMBE: 89 STATIONOFFSET: NOTHING: 9.78 EASTING: ELEVATION:.66 HOIZONTAL - NOTH AMEICAN DATUM - 98 (NAD 8) ( ADJUSTMENT) OIENTATION - GID NOTH COODINATES - SOUTH CAOLINA PLANE COODINATE SYSTEM AVEAGE COMBINED FACTO DESCIPTION: MAG NAIL DESCIPTION: CHISNIK BENCHTIE IN "PINE LEVEL CONTOL - DOMED ALUMINUM DISK IN CONCETE 87 c:\pwworking\east\dm s6578\jenkins_ef_data.dgn POINT NUMBE: STATIONOFFSET: NOTHING:. EASTING: 7.6 ELEVATION:.9 DESCIPTION: MAG NAIL POINT NUMBE: STATIONOFFSET: NOTHING:. EASTING: ELEVATION:. DESCIPTION: MAG NAIL POINT NUMBE: 7 STATIONOFFSET: NOTHING:. EASTING: 7.9 ELEVATION:.7 DESCIPTION: 58" EBA POINT NUMBE: 9 STATIONOFFSET: NOTHING: 6. EASTING: ELEVATION:.5 DESCIPTION: CHISNIK BENCHTIE IN "OAK LEVEL CONTOL - EBA ITH ALUMINUM CAP THE GID COODINATE SYSTEM DEVELOPED FO THIS POJECT IS BASED ON NAD 8 () SOUTH CAOLINA EV. BY DESCIPTION OF EVISION TOPO. DG. NA PLAN SCALE " = ILLIAM HILTON PAKAY U.S. TE. 78 BEAUFOT, SC U.S. OUTE 78 IDENING EFEENCE DATA DG. 5B
8 5 OADOUTE BEAUFOT U.S FO POFILES, SEE. FO BLUE HEON POINT D. POFILE, SEE "EBA 8 EBA&CAP PL = PES. (FILE 7.9.)(JP) POT= POT= US 78 EASTBOUND PANEL 8.9 PL = PES. (FILE 7.9.)(JP) EXIST. IMPACT ATTENUATO TO EMAIN ETAIN & EAN EX. CB & PIPE SUVEY STA BEGIN CONST. BLUE HEON POINTD (S-77) ' PAVED SHOULDE 6.' C95 ETAIN & EAN EX. CB & PIPE F69 PES. ' (FILE 7.9.)(JP) F7 6' PAVED SHOULDE F7 ' TAPE F9 F EMOVE D.I. "X6" F9 F6 ETAIN & EAN PL = PES. (FILE 7.9.)(JP) F9 F EMOVE EX. CB & D.S. PIPE PES. TANS (FILE 7.9.)(JP) ' TAPE F9 F58 PLACE BEAM GUADAIL PLACE TYPE B END ANCHO PLACE -BEAM GUADAIL PLACE TYPE T END TEMINAL F9 F5 B EB PES. TANS (FILE 7.9.)(JP) F89 EMOVE F9 ETAIN EMOVE D.I. "X6" ' PAVED SHOULDE EMOVE 9 C F78 NE 9' C F7 PC= PANEL 7.55 PC= N- PES. TANS (FILE 7.9.)(JP) 9 ' PAVED SHOULDE F C9 6'PAVED SHOULDE PC= ' PAVED SHOULDE F F F7 ' PAVED SHOULDE C6 PANEL 8.9 ETAIN TEMPOAY DETOU C F ' BLUE HEON POINTD (S-77) PILE BLUE HEON POINTD (S-77) ' F7 F MATCH LINE 9+. SEE 7 F SL SL SL 7 SL X 5 X ETAIN & EAN 9 58"BBENT 9 58"EBA C7 C F PES. (FILE 7.)(JP) SL PANEL 9 SL 9. 5 BCAP BCAP PES. 7 (FILE 7.)(JP) POT=7+. PES. 7 (FILE 7.)(JP) PT=5+5.5 ' PAVED SHOULDE 87 c:\pwworking\east\dm s6578\jenkins_sht_6.dgn 5 SUVEYSTA. +. END CONST. S77 (BLUE HEON POINT D) EV. DESCIPTION OF EVISION TOPO. DG. BY PLAN SCALE " = NOTE: TEMPOAY DETOU ILL ALLO FO IGHT IN AND IGHT OUT ON EASTBOUND, AS ELL AS A LEFT IN FOM ESTBOUND. THE U-TUN NEA STA. + SHOULD BE CONSTUCTED PIO TO THE DETOU BEING IMPLEMENTED. ALIGNMENT CONTOL FOUND ON 5A U.S. OUTE 78 IDENING ILLIAM HILTON PAKAY STA TO STA. 9+. U.S. TE. 78 BEAUFOT, SC DG.
9 87 c:\pwworking\east\dm s6578\jenkins_sht_7.dgn PC=+8.7 OADOUTE BEAUFOT U.S FO POFILES, SEE. -N- 5 B&CAP CONST. CUB & GUTTE TIE EQUALITY POC = +7. US 78 ESTBOUND= POT = +. GATEAY DIVE PC=+57.6 F MATCH LINE 9+. SEE 6 PCC=+6.66 ' F9 8 F C6C (FILE 7.9.)(JP) D.I. "X6" PES. 5 ' 7 SEE 6 FO GUADAIL NOTE PLACE SIGNAL ON PEDESTAL POLE ETAIN & EAN F67 TIE EQUALITY 6' PAVED SHOULDE POC = US 78 EASTBOUND= POT = +. S77 BLUE HEON POINT OAD SUVEY STA. +. BEGIN CONST. S77 (BLUE HEON POINT D) PLACE MAST AM SIGNAL BEGIN 8' MEDIAN ISLAND C7 ASSUMED EX. PIPE OUTFALL LOCATION. CONC. COLLA & EXTEND. LP F5 F5 ' C.B. TYPE 6 C7 PLACE MAST AM SIGNAL NE 9' 95 6'PAVED SHOULDE F6 F6 C STOAGE 8' MEDIAN ISLAND F6 C5 C.B. TYPE 6 C F7 ' TAPE PES. (FILE 7.)(JP) END 8' MEDIAN ISLAND C ' TAPE PES. 5 6' PAVED SHOULDE (FILE 7.9.)(JP) F76 CONC. COLLA & EXTEND ETAIN C D.I. "X6" ETAIN EMOVE APON & CONV. D.I. TO M.H. TIE TO EXISTING CUB ' PAVED SHOULDE F76 7 ALUMDISK PT= "EBA ETAIN PT= C5 C POT=+.8 LP ALUMDISC LP GATE LP PANEL 5 STOAGE ALUMDISC POP. COSSLINE PIPE C7 F5 ASSUMED EX. PIPE 58"EBA PT=+67. PES. 58"EBA (FILE 7.8)(JP) LOCATION C9 D.I. "X6" ETAIN EMOVE DED. (PB., P. 65)(JP) C. HEINICHS CIE ETAIN ETAIN EMOVE ' COSS TEE DIVE DED. (PB., P. 65)(JP) ETAIN EMOVE ASSUMED EX. JB ' C8 NE 9' TIE TO EXISTING CUB EMOVE EMOVE ETAIN B EMOVE EB COSS TEE DIVE.78 TIE EQUALITY ACCEL LANE CONST. CUB & GUTTE POC = US 78 EASTBOUND= POT = +. COSSTEE DIVE COSS TEE DIVE SUVEYSTA. +9.END CONST. 6' PAVED SHOULDE PES. ' (FILE 7.8)(JP) EMOVE C5 EMOVE ' PAVED SHOULDE SUVEY STA BEGIN CONST. CONVET EX. C.B. TO M.H. 8 D.I. "X6" EMOVE EMOVE C MATCH LINE 6+. SEE 8 6'PAVED SHOULDE PES. (FILE 7.8)(JP) 7 C9 EMOVE ASSUMED EX. PIPE C5 5 5 EV. BY DESCIPTION OF EVISION BEAUFOT, SC U.S. OUTE 78 IDENING ILLIAM HILTON PAKAY TOPO. DG. PLAN SCALE " = STA. 9+. TO STA. 6+. U.S. TE. 78 DG.
10 BBENT LP 56 CONCMON BEAUFOT OADOUTE U.S FO POFILES, SEE. FO JENKINS D. POFILE, SEE 6. MATCH LINE 6+. SEE 7 C9 C5 PES. ' (FILE 7.8)(JP) 6' PAVED SHOULDE PC= D.I. "X6" D.I. "X6" D.I. "X6" ' PAVED SHOULDE PES. (FILE 7.8)(JP) C C ETAIN ASSUMED EX. JB ETAIN ASSUMED EX. PIPE ' TAPE F F7 ETAIN ASSUMED EX. JB ETAIN ASSUMED EX. PIPE EMOVE ASSUMED EX. PIPE NE 9' C EMOVE EMOVE 9 6' PAVED SHOULDE C8 C8 C C6 C6 F5 F F C F9 ETAIN ETAIN ETAIN ETAIN ETAIN TIE EQUALITY POC = US 78 ESTBOUND= POT = +. S-98 JENKINS OAD NE 9' C6 C5 "EBA US 78 B US 78 EB 7 C C C C5 "BBENT C7 C DED. "EBA (PB. 8, P. 57)(JP) ALUMDISC ' TAPE JENKINS OAD (S-98) '' EBA&CAP 7 TAPE MON_ALUM DED. (PB. 8, P. 57)(JP) 5 STOAGE PANEL.9 C6 C SUVEYSTA. +. END CONST. S-98 (JENKINS OAD) 7 SUVEY STA. +.7 BEGIN CONST. S-98 (JENKINS OAD) CONST. CONCETE ISLAND C C BEGIN 8' MEDIAN ISLAND F5 6' PAVED SHOULDE C.B. TYPE 6 MOD. BOX C ' F9 F9 -N- NE 9' PES. ' (FILE 7.8)(JP) C.B. TYPE 6 MOD. BOX PES. (FILE 7.8)(JP) C6 MATCH LINE +. SEE 9 F c:\pwworking\east\dm s6578\jenkins_sht_8.dgn EV. BY DESCIPTION OF EVISION TOPO. DG. PLAN SCALE " = 5 BEAUFOT, SC 5 U.S. OUTE 78 IDENING ILLIAM HILTON PAKAY STA. 6+. TO STA. +. U.S. TE. 78 DG.
11 BEAUFOT OADOUTE U.S FO POFILES, SEE. -N- PLACE MAST AM SIGNAL MATCH LINE +. SEE 8 C6 F NE 9' PLACE MAST AM SIGNAL NE ' 7 C.B. TYPE 6 MOD. BOX C.B. TYPE 8' MEDIAN ISLAND 6' PAVED SHOULDE 6' PAVED SHOULDE EBA&CAP C59 PES. ' PES. (FILE 7.8)(JP) C6 (FILE 7.8)(JP) 6 C8 PLACE SIGNAL ON PEDESTAL POLE 5 NE 9' 6' PAVED SHOULDE 5 US 78 B ' PAVED SHOULDE ETAIN ETAIN D.I. "X6" D.I. "X6" D.I. "X6" EMOVE APON & ' PAVED SHOULDE EMOVE APON & CONV. D.I. TO M.H. CONV. D.I. TO M.H. F5 F6 F7 ETAIN 58"EBA C C F C US 78 EB C C C5 C7 "EBA C8 C C CONC. COLLA CONC. COLLA & EXTEND & EXTEND C5 F5 ETAIN PANEL 6.9 ETAIN F6 "EBA 58"EBA C ' TAPE C7 6' PAVED SHOULDE 6' PAVED SHOULDE PC=+5.7 NE 9' C EMOVE F5 PC=+6.5 ETAIN ETAIN D.I. "X6" ETAIN ETAIN SUVEYSTA. +.7 END CONST. US 78 ESTBOUND ' TAPE 58"EBA 5 F F 5 PES. ' (FILE 7.8)(JP) D.I. "X6" ETAIN EXIST. CUB & GUTTE PES. (FILE 7.8)(JP) MATCH LINE 6+. SEE 87 c:\pwworking\east\dm s6578\jenkins_sht_9.dgn EV. BY DESCIPTION OF EVISION TOPO. DG. PLAN SCALE " = 5 BEAUFOT, SC 5 U.S. OUTE 78 IDENING ILLIAM HILTON PAKAY STA. +. TO STA. 6+. U.S. TE. 78 DG.
12 BEAUFOT OADOUTE U.S. 78 FO POFILES, SEE 5. -N- MATCH LINE 6+. SEE 9 AMP PES. ' (FILE 7.8)(JP) PES. (FILE 7.8)(JP) PT=7+.55 PCC= POT=9+.78 SUVEYSTA END CONST. US 78 EASTBOUND PT=+6.68 PANEL5 9.6 PANEL c:\pwworking\east\dm s6578\jenkins_sht_.dgn EV. BY DESCIPTION OF EVISION TOPO. DG. PLAN SCALE " = 5 BEAUFOT, SC 5 U.S. OUTE 78 IDENING ILLIAM HILTON PAKAY STA. 6+. TO STA U.S. TE. 78 DG.
13 OADOUTE BEAUFOT US 78 US 78 EB SUVEY STA BEGIN CONST. US 78 EASTBOUND.9.5 VPC K = 9' V.C. 6. VPT VPI = Elev. = 5.75 (-).% (-).% FINISHED GADE (-).% (-).5% VPI = 8+5. EXIST. GOUND 5.88 VPC K = 7 V.C. 5. VPT Elev. = c:\pwworking\east\dm s6578\jenkins_sht_.dgn POP. EXIST. POP. EXIST EXIST. GOUND SUVEY STA BEGIN CONST. US 78 ESTBOUND VPC (-).9% ' V.C. VPI = 8+5. Elev. = K = (-).% US 78 B FINISHED GADE VPT EV. BY DESCIPTION OF EVISION TOPO. DG VPC " = VPI = 88+. Elev. = 6. (-).% (-).% K = 77 V.C SCALE HOIZ VPT VPC. 5.5 BEAUFOT, SC US OUTE 78 IDENING POFILE (-).%..56 K = 9.8 EXIST. 5.8 POP. V.C..8 EXIST.. POP. ILLIAM HILTON PAKAY STA TO STA. 9+. " = ' VET. U.S. TE. 78 DG. POLINE_5.DGN
14 BEAUFOT OADOUTE US 78 US 78 EB. VPC K = 9 V.C..75 VPT.77 VPC FINISHED GADE (-).5% (+).% EXIST. GOUND 87 c:\pwworking\east\dm s6578\jenkins_sht_.dgn POP...8 EXIST. POP EXIST K = 9 V.C. (-).8% VPI = 9+. Elev. = VPI = +75. Elev. = VPT VPC (-).8%..6 K = 5 V.C. VPI = Elev. = (+).57% VPT EXIST. GOUND FINISHED GADE.7.9. VPC EV. BY DESCIPTION OF EVISION TOPO. DG..9.6 (+).57% VPI = +5. Elev. = K = 69 ' V.C (-).8% VPT " = SCALE HOIZ US 78 B.5 VPC BEAUFOT, SC US OUTE 78 IDENING POFILE.7 EXIST..89 POP. (-).8% STA. 9+. TO STA. 6+. VPI = EXIST.. POP. ILLIAM HILTON PAKAY " = ' VET. U.S. TE. 78 DG. POLINE_5.DGN
15 BEAUFOT OADOUTE US 78 US 78 EB ' V.C..88 VPT K = 5 VPI = 7+. Elev. = c:\pwworking\east\dm s6578\jenkins_sht_.dgn. POP..7 EXIST. POP. EXIST. (-).8% (+).% (+).6% VPI = Elev. = K = 769 VPI = +. ' V.C. Elev. =.8 (+).% VPI = VPT VPC Elev. =.9.58 (+).% (+).%.5.77 K = 76 V.C VPT EXIST. GOUND. EXIST. GOUND.. FINISHED GADE US 78 B VPC VPC FINISHED GADE (+).6%..8 (+).% K = 696 V.C...77 (-).6%..7 EV. BY DESCIPTION OF EVISION TOPO. DG...65 VPI = 7+. Elev. = 5. K = 7 V.C...59 (-).5% " = " = SCALE ' HOIZ. VET VPT VPT POFILE.75.7 US OUTE 78 IDENING EXIST. POP..75 EXIST..98 POP. ILLIAM HILTON PAKAY STA. 6+. TO STA. +. U.S. TE BEAUFOT, SC DG. POLINE_5.DGN
16 BEAUFOT OADOUTE US 78 US 78 EB.58 VPC K = 77 ' V.C VPT VPI = +75. Elev. = 9.86 FINISHED GADE (-).6% (+).5% (+).5% (-).8% 87 c:\pwworking\east\dm s6578\jenkins_sht_.dgn.98 POP..75 EXIST. POP. EXIST VPI = EXIST. GOUND VPC (-).5% 9.7 VPI = K = 885 V.C. Elev. = US 78 B VPI = Elev. = 9.66 Elev. = (+).5% FINISHED GADE VPT VPC K = 8 V.C. EV. BY DESCIPTION OF EVISION TOPO. DG. 9. VPC (+).5% VPI = Elev. = 9.5 K = 98 V.C (-).% 9. VPT " = SCALE HOIZ VPT EXIST. GOUND SUVEY STA. +.7 END CONST. US 78 ESTBOUND BEAUFOT, SC POFILE US OUTE 78 IDENING EXIST. POP. EXIST. POP. ILLIAM HILTON PAKAY STA. +. TO STA. 6+. " = ' VET. U.S. TE. 78 DG. POLINE_5.DGN
17 OADOUTE BEAUFOT US 78 5 US 78 EB SUVEY STA END CONST. US 78 EASTBOUND 9. FINISHED GADE EXIST. GOUND 87 c:\pwworking\east\dm s6578\jenkins_sht_5.dgn POP. EXIST. POP. EXIST EV. BY DESCIPTION OF EVISION TOPO. DG. " = SCALE HOIZ. US 78 B BEAUFOT, SC POFILE STA. 6+. TO STA POP. EXIST. POP. EXIST. US OUTE 78 IDENING ILLIAM HILTON PAKAY " = ' VET. U.S. TE. 78 DG. POLINE_5.DGN
18 BEAUFOT OADOUTE US 78 6 BLUE HEON VPI = Elev. =. VPI = +. Elev. = 6.96 (+) 7.% (+).% 8.7 VPC K = ' V.C. 8.6 VPT FINISHED GADE (-).% EXIST. GOUND. VPC K = 7 9' V.C.. VPT. (-).7% SUVEY STA. +. END CONST. S77 (BLUE HEON POINT D) VPI = +55. Elev. =. SUVEY STA. +. BEGIN CONST. S77 (BLUE HEON POINT D) 87 c:\pwworking\east\dm s6578\jenkins_sht_6.dgn POP. EXIST. POP. EXIST SUVEY STA. +.7 BEGIN CONST. S-98 (JENKINS OAD).6.9 VPC (-).% FINISHED GADE 68' V.C..9 VPT K = 7 VPI = +. VPI = +68. (+).%.9 VPC Elev. =.7 K = 9 76' V.C..5 (-).6%.6 VPT SUVEY STA. +. END CONST. S-98 (JENKINS OAD) EXIST. GOUND Elev. = EV. BY DESCIPTION OF EVISION TOPO. DG. " = SCALE HOIZ. S-98 BEAUFOT, SC POP. EXIST. POP. EXIST. US OUTE 78 IDENING ILLIAM HILTON PAKAY " = ' VET. U.S. TE. 78 DG. POLINE_5.DGN
19 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND. ftft B STA ftft ftft B STA ftft c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn 6. BEGIN CONSTUCTION - US TE. 78 SUVEY STA EASTBOUND +..5 PELIMINAY NOT FO CONSTUCTION '
20 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND. ftft B STA ftft ftft B STA ftft 87 c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn. 8+. PELIMINAY NOT FO CONSTUCTION 7.5 '
21 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND 5 5. ftft B STA ftft PES ftft B STA ftft 87 c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn PES PELIMINAY NOT FO CONSTUCTION '
22 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND 5 5. ftft B STA ftft : 5. : 6.. ftft.8 ftft PES ftft B STA ftft ftft 87 c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn PES PELIMINAY NOT FO CONSTUCTION '
23 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X5 US 78 EASTBOUND 5 5. ftft B STA ftft.8 ftft ftft.ftft. ftft.5: NE PES. : c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE PES..7 :. ftft B STA ftft.7 ftft ftft ftft 5.7 PELIMINAY NOT FO CONSTUCTION '
24 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X6 US 78 EASTBOUND 5 5 : B STA ftft.78 ftft.78 ftft.78 ftft 5. NE PES..78 ftft.78 ftft 8.6 PES B STA ftft.78 ftft.78 ftft.78 ftft.78 ftft.78 ftft 5.8.8: 5.59 NE PES. : c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn PES.. :. ftft B STA ftft.69 ftft ftft.6 ftft NE ftft PELIMINAY NOT FO CONSTUCTION '
25 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X7 US 78 EASTBOUND ftft B STA PES..78 ftft.78 ftft.9.78 ftft.8:.78 ftft.78 ftft NE 9.5 PES ftft B STA ftft.78 ftft.6.78 ftft.78 ftft.78 ftft NE PES..8:.5 PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE. PES..78 ftft.78 ftft.78 ftft B STA ftft.78 ftft ftft 9+..8: 9.67 PELIMINAY NOT FO CONSTUCTION PES. '
26 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X8 US 78 EASTBOUND.78 ftft.8:.78 ftft B STA NE PES..78 ftft.78 ftft ftft.78 ftft PES ftft B STA ftft.78 ftft.9 NE PES..78 ftft.78 ftft.78 ftft.8: 8.97 PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn ftft.78 ftft.78 ftft B STA ftft.78 ftft PES. NE ftft.8: 9. PES. PELIMINAY NOT FO CONSTUCTION '
27 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X9 US 78 EASTBOUND. ftft B STA NE. ftft ftft.5 ftft PES..8 ftft 56. PES. PES B STA NE PES..ftft.ftft.65.6 ftft.6 ftft. ftft.ftft.5.. PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE PES. 5.. ftft.6 ftft.6 ftft B STA ftft.66 ftft ftft 5. PES PELIMINAY NOT FO CONSTUCTION '
28 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND. ftft B STA NE PES ftft PES ftft B STA NE PES ftft.9 ftft PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE PES.. ftft B STA ftft ftft +..6 ftft 7.9: PELIMINAY NOT FO CONSTUCTION '
29 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND. ftft B STA PES. 5 NE PES ftft ftft B STA NE PES ftft. PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE 6.85 PES.. ftft B STA ftft.5 PES. PELIMINAY NOT FO CONSTUCTION '
30 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND 5 5. ftft B STA PES. NE.5.8. ftft PES PES.. ftft B STA NE PES ftft c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE 7.87 PES.. ftft B STA ftft PES. PELIMINAY NOT FO CONSTUCTION '
31 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND NE PES.. ftft B STA ftft NE PES.. ftft B STA ftft PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE 9. PES.. ftft B STA ftft PES. PELIMINAY NOT FO CONSTUCTION '
32 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND 5 5 NE PES.. ftft B STA ftft.8 PES PES. NE PES.. ftft B STA ftft c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE. PES.. ftft B STA ftft PELIMINAY NOT FO CONSTUCTION '
33 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X5 US 78 EASTBOUND NE PES.. ftft B STA ftft PES NE PES.. ftft B STA ftft.79 PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn 5 5 PES. NE PES... ftft B STA ftft PELIMINAY NOT FO CONSTUCTION '
34 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X6 US 78 EASTBOUND. ftft B STA PES..9. ftft :.67 PES NE PES.. ftft B STA ftft PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE 9. PES.. ftft B STA ftft.5 PES. PELIMINAY NOT FO CONSTUCTION '
35 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X7 US 78 EASTBOUND PES.. ftft B STA NE PES ftft ftft B STA NE PES ftft.5 PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn 6.. ftft PES. B STA PES. +.. ftft : PELIMINAY NOT FO CONSTUCTION '
36 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X8 US 78 EASTBOUND NE PES.. ftft B STA ftft PES ftft B STA NE PES ftft PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE 8.5 PES.. ftft B STA ftft.5 PES. PELIMINAY NOT FO CONSTUCTION '
37 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X9 US 78 EASTBOUND NE. ftft B STA PES.. ftft PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn NE. PES.. ftft B STA ftft 8.7 PES. PELIMINAY NOT FO CONSTUCTION '
38 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND END CONSTUCTION - US TE. 78 ESTBOUND SUVEY STA. +.7 ESTBOUND. ftft B STA PES. NE. ftft 7.7 PES ftft B STA PES. NE. ftft 8.67 PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn.9. ftft B STA PES. PES. NE +.. ftft : 8.5 PELIMINAY NOT FO CONSTUCTION '
39 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND 9.6. ftft PES. PES ftft PES. 5 PES c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn 9.76 PES. PES. +.. ftft PELIMINAY NOT FO CONSTUCTION '
40 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X US 78 EASTBOUND END CONSTUCTION - US TE. 78 EASTBOUND SUVEY STA EASTBOUND 9.5. ftft c:\pwworking\east\dm s6578\jenkins_xs Sheets.dgn PES ftft 7+. PES. PELIMINAY NOT FO CONSTUCTION '
41 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X S-77 BLUE HEON POINT OAD PES MATCH c:\pwworking\east\dm s6578\jenkins_xs_blueher_sheets.dgn BEGIN CONSTUCTION - D. S-77 (BLUE HEON POINT D.) SUVEY STA. +. PELIMINAY NOT FO CONSTUCTION '
42 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X S-77 BLUE HEON POINT OAD :. ftft.6. ftft PES :. ftft 6.6 PES c:\pwworking\east\dm s6578\jenkins_xs_blueher_sheets.dgn PES PELIMINAY NOT FO CONSTUCTION '
43 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X5 S-77 BLUE HEON POINT OAD END CONSTUCTION - D. S-77 (BLUE HEON POINT D.) SUVEY STA. +. PES. 7:. ftft ftft +. 7:. ftft.9.79 PES.. ftft c:\pwworking\east\dm s6578\jenkins_xs_blueher_sheets.dgn PES :. ftft ftft 8.8 PELIMINAY NOT FO CONSTUCTION '
44 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X6 S-98 JENKINS OAD PES ftft.8 ftft PES PES. PES ftft c:\pwworking\east\dm s6578\jenkins_xs_jenkinsd_sheets.dgn NE PES ftft BEGIN CONSTUCTION - D. S-98 (JENKINS D.) SUVEY STA. +.7 PELIMINAY NOT FO CONSTUCTION PES. '
45 PELIMINAY IGHT-OF-AY FED. D. DIV. BEAUFOT POJECT ID OADOUTE X7 S-98 JENKINS OAD 87 c:\pwworking\east\dm s6578\jenkins_xs_jenkinsd_sheets.dgn.55 END CONSTUCTION - D. S-98 (JENKINS D.) SUVEY STA. +. PES.. ftft ftft PES..67 PELIMINAY NOT FO CONSTUCTION '
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