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Home My WebLink About20171493 Ver 1_Build Maps_20171120S ST T T T T FMV FMV (2)E(2)EMETER ELEC VAULT FM METERELEC (TS) (TS) FO FOFO FO INNERDUCT 3"3"CCC THIS STRUCTURERECORDS FOUND FORNO ASSOCIATEDFIBER PEDESTAL DESTROYED FOR THIS WATER VALVE OR UTILITY LINES FOUND NO ASSOCIATED RECORDS vvvvvvvvvv COLUMN STONE COLUMN STONE LT LT 24" CURBMAXWELL DR. 19’ BSTCOLUMN STONE COLUMN STONE24" CURBHARKERS POINT DR. 19’ BST10’ SOILSPARKS RD. 9’ GR.SPOSTS WD POSTS WD GR. GR. GR. GR. GR. RIP RAP RIP RAP GUY INV=0.98’ INV=3.50’BS-1BS-21 0 8 112 1 13 1 1 9 1 2 0 WOODED WOODED WOODED WOODED WOODED WOODED WOODED WOODED WOODED WOODED SCRUB SCRUB SCRUB & MARSH PUBLIC BEACH ACCESSEIPEIP EIPEIPEIPEIPWH CNOC WH CNOC ELEV=5.70’ 156’ RT -BL- STA. 16+91 BM1 ELEV=3.47’NGS "TIDAL 3" ELEV=14.20’NGS "TIDAL 2" HARKERS ISLAND RD. 20’ BST SR1335 17DETAIL SHOWING PAVEMENT - BRIDGE RELATIONSHIP (NOT TO SCALE) -L- TYPE-III TYPE-III GREU 350, TL-3 BRIDGE APPROACH SLAB DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-4863 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT REMOVAL MATCH TO SHEET 5 -L- STA. 22+00-L- STA. 18+75 +/- BEGIN BRIDGE 4’PS24’PS4’-DRIVE- POT Sta. 10+00.00 -Y- POT Sta. 10+00.00 -L- POI Sta. 15+50.00 FOR -L- PROFILE, SEE SHEET NO. 8 FOR -Y- PROFILE, SEE SHEET NO. 12 FOR -DRIVE- PROFILE, SEE SHEET NO. 12 -L- STA. 18+60 +/- BEGIN APPROACH SLAB CLR RDWY 32’ AT-1AT-1 0401000102030302010032’4’PS24’4’PS034’PS24’4’PS(AVG. HT. 13’) PROPOSED RETAINING WALL 101520-DRIVE- Sta. 11+40.00 END CONSTRUCTION B-4863 -L- Sta. 10+00.00 BEGIN PROJECT -Y- Sta. 11+30.00 END CONSTRUCTION -L--Y--EVIR D-20’-Y--EVIRD - NAD 83/ NA 2011 INNERDUCT INNERDUCT FO BOX ELEC FOR THIS WATER VALVE OR UTILITY LINES FOUND NO ASSOCIATED RECORDS PA CONC HOUSETENDERBRIDGE 1SF WD FENDER SYSTEMGUY GUY GUY GUY GUY GUY BS-3BS-4WD FENDER SYSTEMGUY GUY WH CNO CWH CNOCWD PI VOT PI ER FENDER SYSTEMBRIDGE NO.73 "TI DAL FLOW"THE STRAI TS"TI DAL FLOW"THE STRAI TSFOR -L- PROFILE, SEE SHEET NO. 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 5 B-4863 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCH TO SHEET 4 -L- STA. 22+00MATCH TO SHEET 6 -L- STA. 35+00000102TANGENT SECTION ON BRIDGE TRANSITION LOCATED WITHIN PROPOSED SUPERELEVATION 253035-L- PC Sta. 22+52.22 ELEV. 54.60’ STA. 27+61.76 -L- HIGH POINT RDWYCLR32’-L- DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED CLEARANCE TO PROPOSED BRIDGE 40’ WIDE WORK BRIDGE WITH 10’ TEMPORARY CONSTRUCTION EASEMENT FOR31’90’UNLESS ALL SIGNATURES COMPLETED NAD 83/ NA 2011 INNERDUCT INNERDUCT FO FO FO S BOX ELEC (TS) GR. GR. GR. BST 84" WD PIER STRAITS FISHING PIER CARTERET CO. PARKS & RECREATION R IP RA P RIP RAP RIP RAP RIP RAPBS-3BS-4BS-5BS-6BS-7BS-8SCRUB & MARSH SCRUB & MARSH STATE OF NORTH CAROLINA STATE OF NORTH CAROLINANDR NDR SR 1335 HARKERS ISLAND RD. 20’ BST WH CN OC WH CNOC WH CNOCWH CN OCBRIDGE NO.96OVERHEAD POWERLI NE ELEVATI ONDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 B-4863 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MATCH TO SHEET 5 -L- STA. 35+00MATCH TO SHEET 7 -L- STA. 48+00FOR -L- PROFILE, SEE SHEET NO. 10 020100010203TANGENT SECTION ON BRIDGE TRANSITION LOCATED WITHIN PROPOSED SUPERELEVATION354045-L- PT Sta. 46+49.23 -L-35RDWYCLR32’DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED NAD 83/ NA 2011 T T T C MARKER FIBER FO FO FO FO INNERDUCTINNERDUCTINNERDUCT C INNERDUCT vv RUI NSPONDPONDSR 1335 HARKERS ISLAND RD. 20’ BSTRIP RAP RIP RAP LT 72" WD PIER 72" WD PIER 96" WD FLOATING DOCK BOAT RAMPCONC PVC SEAWALL PVC SEAWALLRETENTION SYSTEM CONC STORM WATER 24" C&G 24" C&GBST PA S LT 6 0 " WD36" WD BST BST LT LT GR.36" WD36" WD15" RCP 15" RCP 8’ GR.18’ GR. BST BSTCONC 1SFBUS 1SBLKBUS GUY GUY GUY GUY GUY GUY 1 26 12 8 1 2 9 1 3 0 1 3 3 WOODED 1SFD SCRUB SCRUB PVC SEA WALLPVC SEA WALLPVC SEAWALL36" WOOD RAIL 36" WOOD RAIL EIP EIP EIP EIP 1SFD60.00’EXISTING R/W EXISTING R/W H T R G ELEV=3.88’ 222’ RT -BL- STA. 54+28 BM2 58 S1- 1 5 9S 2 - 1 6 0S2 - 2 CONFLUENCE S1 6 1 6 2 S2 - 3 6 7S1- 3 6 8 S1- 4 S2 - 2 50DETAIL SHOWING PAVEMENT - BRIDGE RELATIONSHIP (NOT TO SCALE) -L- TYPE-III TYPE-III GREU 350, TL-3 BRIDGE APPROACH SLAB DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 7 B-4863 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT REMOVAL 4’PS24’PS4’MATCH TO SHEET 6 -L- STA. 48+00GREU 350, TL-3 FOR -L- PROFILE, SEE SHEET NO. 11 CLR RDWY 32’ -L- STA. 50+75 +/- END BRIDGE -L- STA. 50+90 +/- END APPROACH SLAB (AVG. HT. 8.5’) PROPOSED RETAINING WALL50 5560-L- PC Sta. 48+02.21 -L- PT Sta. 54+03.19 -L- POT Sta. 62+14.98 0302000101010201020132’4’PS24’4’PS-L- -L- B-4863 STA. 55+05.00 END PROJECT 0302-L- NAD 83/ NA 2011