GR DR GR DR MW CANAL GR DR POND MW MW SPRAYERS SOIL DR SOIL DR SOIL DR SOIL DR MW (NOT IN USE) DISCHARGE PIPE POST TANK PIPES PIPE FLAG CONC WALK ABOVE GRD CONC PAD GR RD CONC PAD GR RD MTL GATE TANK DISCHARGE PIPE POND BOX CONC POST WD SIGN WD POST WD POST ELEC BOX WATER FOUNTAIN 20’ BST (PRIVATE DR) 2’ RAIL GR PARKING ELEC POLES CONC PAD WD POST WD SIGN WD SIGN POND POND FLAG POLES WD SIGN SOIL DR POND ELEC BOX ELEC BOXS WD SIGN WD SIGN WD SIGN WD SIGN 21.8’ BST (ORIONS WAY RD) BST DR CONC FLAG POLE GATES GATE POND WATER FOUNTAIN 21.8’ BST (ORIONS WAY RD) ELEC BOXES WD SIGN ELEC WD CONC WALK CONC PATIO CONC WALK CONC WALK WD SIGN BST PARKING MTL SIGN CONC WALK U/G PROPANE TANKS MTL SIGN STONE BASE BST PARKING BST PARKING ELEC BOX BST PARKING ELEC BOX WD SIGN WD SIGN GR & SOIL WD SIGN WD SIGN CONC WALK BST PARKING BST DR BST DR CONC WALK 20.2 BST (MALIA DR) U/G TANKS CONC BST ELEC BOX CAR VAC BST DR CONC PARKING BST DR MTL SIGN CONC DR WELL CONC DR WD SIGN GR SIGN WD POST POSTS POSTS GR WD SIGN SIGN WD SIGN WD POST WD POST WD POST WD POST WD WD SIGN WD POST SHRUBS WD POST WD POST POST POST 32’ BST NC 12 (OCEAN TRAIL) SOIL PATH WD SIGN LT POST WD WD POST WD POST POST FLAG POLE WD POST 2’ CONC LT LT 2’ CONC BRICK BRICK LT LT LT LT LT LT LT LT LT LT LT LT LT WATER FOUNTAIN FLAG POLE ELEC PUMP WD SIGN WD POST POST MTL 32’ BST NC 12 (OCEAN TRAIL) BST POST GOLF COURSE WD WD POST SOIL PATH FLAG POLE WD POST WD POST GR DR WD SIGN 32’ BST NC 12 (OCEAN TRAIL) WD LT WD SIGN 20’ BST (SEABIRD WAY) SIGN WD POST 20’ BST (SAND FIDLER TRAIL) SOIL PATH 20’ BST (SCHOONER RIDGE) 20’ BST (CROWN POINT RD) POND POND 32’ BST NC 12 (OCEAN TRAIL) WD POST MTL WD WD DISCHARGE PIPE MW (NOT IN USE) (NOT IN USE) SPRAYERS SPRAYERS SOIL DR SPRAYERS SPRAYERS WD POST WD SIGN POND CURRITUCK SOUND MARSH GRASS FLAG POLES WD SIGN ELEC BOX FLAG POLE SOIL DR MARSH GRASS POND RETENTION POND 40’ BST NC 12 (OCEAN TRAIL) WD POST POST WD RETENTION WD MTL POST GR MTL POST ELEC BOX LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT CONC BRIDGE 19’ BST (APOLLO ST) 20’ BST (RANGER COURT) BST DR CONC PARKING 20’ BST (MONTERAY DR) 20’ BST (MONTERAY DR) WD POSTS VINYL G-RAIL 32’ BST NC 12 (OCEAN TRAIL) 38’ BST NC 12 (OCEAN TRAIL) 32’ BST NC 12 (OCEAN TRAIL) 42’ BST NC 12 (OCEAN TRAIL) 20’ BST (MARLINWAY) METAL SCULPTURES 43 41 42 40 39 38 44 45 46 47 35 36 37 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 8 7 6 5 4 3 2 10 9 51 52 53 54 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8’PVC LIFT STATION 8"PVC 8"PVC 8"PVC 8"PVC 4"PVC LIFT LIFT STATION 8" PVC COULD NOT LOCATE MH LIFT STATION INV=4.01’ INV=4.92’ 15" HDPE CB TOP=7.78’ INV=4.54’ INV=4.69’ INV=4.71’ INV=4.72’ 36" RCP 36" RCP CB INV=5.19’ TOP=8.05’ 18" HDPE 36" RCP 24" HDPE CB 24" HDPE CB 24" HDPE TOP=8.10’ 18" HDPE CB INV=5.24’ TOP=8.06’ INV=5.44’ 18" HDPE TOP=8.07’ INV=5.71’ TOP=8.11’ CB INV=4.91’ TOP=10.06’ CB TOP=10.10’ DI DI 18" CMP DI 18" CMP DI DI DI INV=7.23’ 15" CMP CB CB 15" RCP DI CB TOP=11.90’ TOP=11.51’ CB 15" HDPE CB 15" HDPE 15" RCP 15" RCP INV=8.76’ JB CB TOP=10.74’ INV OUT=7.52’ INV IN=7.66’ TOP=11.86’ INV IN=7.50’ INV OUT=7.43’ INV IN=4.27’ TOP=8.07’ INV IN=4.43’ INV OUT=4.41’ INV OUT=3.54’ INV IN=4.24’ INV IN=4.13’ INV OUT=4.03’ INV IN=5.06’ INV OUT=4.62’ 18" HDPE INV IN=7.39’ INV OUT=6.58’ TOP=13.44’ 18" HDPE CB CB TOP=11.91’ 24" HDPE INV IN=4.19’ INV OUT=2.76’ 48" CMP 48" HDPE INV=0.42’ APPROXIMATE LOCATION APPROXIMATE LOCATION CB TOP=12.34’ INV IN=5.25’ INV OUT=5.17’ 24" CMP INV IN=4.56’ INV IN=6.43’ INV OUT=6.48’ INV IN=6.66’ INV OUT=6.82’ TOP=12.01’ CB CB TOP=12.22’ CB 24" HDPE INV=8.40’ INV=8.50’ INV=7.92’ INV=8.28’ INV=1.47’ INV=1.51’ 15" HDPE INV=4.57’ 12" HDPE INV=9.93’ DI 18" RCP INV=8.40’ 15" HDPE INV=9.69’ 18" CMP NO INV DI JB JB INV IN=3.14’ INV OUT=3.01’ 15" HDPE DI INV=8.62’ INV=8.62’ C C S T T C T C C T T HOOKUP C FMV C ELEC METER S WATER METER YL YL C FMV REPEATER S T T T T T T T T T C C C EOI FMV FMV FMV ELEC METER ELEC FMV FMV PANEL BOX FMV END FMV S ELEC METER YL TLP ELEC METER TLP EORI ABAND ABAND ABAND EORI ABAND ABAND 10" 6" 10" 6" 6" 10" 10" 10" 6" 10" 10" 10" 10" 6" 10" 10" 10" 10" 8" 10" 10" 16" 12" 12" 10" 12" 6" 6" 12" 12" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 6" 4" 8" ?" 8" 4" 8" 8" 8" 6" 8" 8" 8" 4" 4" 8" 6" 6" 6" 2P 2P 2P 2P 2P (TS) (TS) (TS) (TS) (TS) (TS) FMV (TS) INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT T C ELEC METER FMV WET WELL C ELEC METER FORCE MAIN VAULT WET WELL FMV ELEC METER C ABA INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT INNERDUCT 6" 6" 6" 6" INNERDUCT INNERDUCT 2P 2" 6" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" T C EOI 6" 3" 3" 3" 3" 3" 3" 12" 12" 12" 3" 4" 4" 4" 3" 3" 3" 12" 12" 3" NOT FOUND NOT FOUND IN FIELD 6" 8" 8" 8" 8" 8" 3" 3" 4" 6" 12" 10" 12" 12" 4" 2" 6" T NOT FOUND IN FIELD 14" PROPOSED STORM FORCE 20’ BST SR 1402 (ALBACORE ST) 48" HDPE 48" HDPE 18" RCP 14’ DRAINAGE EASEMENT 10’ UTILITY EASEMENT 40.00’ 100.00’ 100.00’ 30.00’ 100.00’ 24.00’ 100.00’ 100.00’ 100.00’ 100.00’ 100.00’ 100.00’ 100.00’ 75.00’ 100.00’ 100.00’ 15’ UTILITY EASEMENT 15’ UTILITY EASEMENT 15’ UTILITY EASEMENT 10’ UTILITY EASEMENT 10’ UTILITY EASEMENT 10’ UTILITY EASEMENT 15’ UTILITY EASEMENT 10’ SEWER EASEMENT 15’ UTILITY EASEMENT 15’ UTILITY EASEMENT 15’ UTILITY EASEMENT 15’ N.C. POWER UTILITY EASEMENT EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 15’ N.C. POWER UTILITY EASEMENT 10’ X 70’ SIGHT DISTANCE 15’ N.C. POWER UTILITY EASEMENT 15’ N.C. POWER UTILITY EASEMENT EIR (CONTROL CORNER) EIR EIR MAG NAIL MAG NAIL MAG NAIL MAG NAIL MAG NAIL EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIP EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR EIR 60.00’ 60.00’ EXISTING R/W EIP 60.00’ 30.00’ EIR 25’ VEPCO EASEMENT 60.00’ 15’ N.C. POWER UTILITY EASEMENT 60.00’ 24’ PRIVATE R/W 24’ PRIVATE R/W 24’ PRIVATE R/W 24’ PRIVATE R/W 24’ PRIVATE R/W EIP DB 839 PG 134 CURRITUCK COUNTY C C F F C C C C C C C C C F F F C C C C C C C C C C C C C C C C C F F C C C C C C C C C C C C C C C C C C C F F F F F N 17%%d 25’ 00.0" W N 35%%d 50’ 00.0" E 855 860 865 870 875 900 905 910 915 920 925 930 N 19%%d 10’ 00.0" W N 31%%d 33’ 14.2" W 940 = 20,000.00’ PI STA 902+99.45 D = 1%%d 45’ 00.0" (RT) D = 0%%d 17’ 11.3" L = 610.87’ T = 305.46’ R = 15%%d 16’ 43.9" PI STA 922+20.54 D = 53%%d 15’ 00.0" (RT) D L = 348.52’ T = 187.99’ R = 375.00’ 935 N 16%%d 51’ 38.6" W -NC 12- POT STA 855+00.00 N 71%%d 52’ 37.7" E N 7%%d 11’ 21.4" W 810 815 820 825 830 N 27%%d 03’ 13.6" W N 36%%d 10’ 00.0" W N 77%%d 38’ 23.9" E = 28%%d 58’ 38.6" (LT) PI STA 821+26.10 D D = 3%%d 34’ 51.6" L = 809.20’ T = 413.45’ R = 1,600.00’ = 9%%d 06’ 46.4" (RT) PI STA 827+30.77 D D = 3%%d 34’ 51.6" L = 254.48’ T = 127.51’ R = 1,600.00’ BEGIN CONSTRUCTION -NC 12- POT STA 858+21.95 -NC 12- POT STA 872+51.24 END CONSTRUCTION BEGIN CONSTRUCTION -NC 12- PT STA 828+57.74 END CONSTRUCTION -NC 12- PC STA 817+12.65 10 15 -Y1- POT STA 12+68.96 -NC 12- PC STA 826+03.26 -NC 12- PT STA 825+21.85 -NC 12- PC STA 818+91.00 = -Y1- Sta PT 17+02.32 Roff= SEE PLANS Roff= SEE PLANS Roff= SEE PLANS Roff= SEE PLANS SE = NC PREFERRED ALTERNATIVE NC 12 SE = 0.025 Ds = 35mph Ds = 35mph SE = 0.025 Ds = 35mph Ds = 35mph SE = 0.04 PI STA 932+00.04 D = 52%%d 30’ 00.0" (LT) D = 15%%d 26’ 37.0" L= 339.95’ T= 182.96’ R= 371.00’ SE = 0.04 Roff= SEE PLANS Ds = 35mph -NC 12- PT STA 906+04.85 -NC 12- PC STA 920+32.55 -NC 12- PT STA 923+81.07 END CONSTRUCTION -NC 12- PC STA 930+17.08 -NC 12- PT STA 933+58.29 -NC 12- POT STA 944+00 -NC 12- POT STA 832+22.63 -NC 12- POT STA 839+00.00 -Y1- POT STA 10+00.00 -NC 12- POT STA 807+70.00 895 890 885 N 19%%d 07’ 27.8" W 835 N 21%%d 43’ 45.6" W PI STA 836+14.71 D = 5%%d 19’ 28.0" (RT) D = 0%%d 57’ 17.7" L = 557.58’ T = 278.99’ R = 6,000.00’ Roff= SEE PLANS SE = NC Ds = 35mph -NC 12- PC STA 833+35.73 -NC 12- PT STA 838+93.30 -NC 12- POT STA 840+00.00 -NC 12- POT STA 898+00.00 -NC 12- POT STA 883+00.00 END CONSTRUCTION -NC 12- PC STA 899+93.99 BEGIN CONSTRUCTION BEGIN CONSTRUCTION -NC 12- PC STA 883+40.00 -NC 12- POT STA 897+35.00 -NC 12- POC STA 901+39.80 -NC 12- POT STA 943+12.00 EXIST. EXIST. PROPOSED RETAINING WALL 02 01 00 01 02 03 04 04 03 02 01 00 01 02 02 01 00 01 02 03 04 04 03 02 01 00 01 02 LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE +11.8 +20 LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE 53’ 53’ 53’ +95 +40 49’ ONLY 110’ 90’ 90’ ONLY 4’ PS 4’ PS 90’ +51 +68.5 LINEAR INFILTRATION / STORAGE 65.5’ 22’ 4’ PS 4’ PS +39.2 LINEAR INFILTRATION / STORAGE +29.3 200’ PROP. RETAINING WALL LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE +52.7 200’ +42.6 120’ 120’ +66 +70 48’ 02 01 00 01 02 025 025 02 01 00 01 02 025 025 02 01 00 01 02 025 02 LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE 02 02 +00 48’ +50 51’ +00 51’ 60’ +37.17 +50 60’ 450’ TRANSITION 450’ TRANSITION 600’ TRANSITION 600’ TRANSITION 53.5’ 200’ TRANSITION 4’ PS 4’ PS 65.5’ 4’ PS 4’ PS 4’ PS 10’ 465’ TRANSITION 4’ PS 65.5’ +47 4’ PS 4’ PS 4’ PS 4’ PS +52.63 65.5’ 71’ 200’ TRANSITION 20’ 4’ PS 4’ PS 465’ TRANSITION +39.80 65.5’ 4’ PS +51.24 +21.95 +00 600’ TRANSITION 600’ TRANSITION +58.29 PROP. MONOLITHIC ISLAND PROP. MONOLITHIC ISLAND PROP. MONOLITHIC ISLAND PROP. MONOLITHIC ISLAND PROP. MONOLITHIC ISLAND PROP. MONOLITHIC ISLAND PROP. MONOLITHIC ISLAND PROP. MONOLITHIC ISLAND PROP. GUARDRAIL PROPOSED RETAINING WALL PROP. 2’-6" C&G TIE TO EXIST. C&G PROP. MULTI-USE PATH ONLY 140’ PEDESTRIAN CROSSING (TYP.) DATE PRINTED TRANSMITTED BY SUBJECT TO CHANGE WITHOUT NOTICE PRELIMINARY PLANS PB PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 22-FEB-2011 13:36 T:\PROJECTS\20367E\TIP\Roadway\Proj $$$$USERNAME$$$$ 0 VERTICAL (PROFILE) 10 HORIZONTAL (PLAN & PROFILE) 0 200 400 20 PARSONS BRINCKERHOFF 434 FAYETTEVILLE STREET SUITE 1500 RALEIGH, NC 27601 20 0 20 0 901 903 905 907 909 911 913 915 917 919 921 923 925 927 929 931 933 935 937 939 941 943 945 EXISTING GROUND PROPOSED GRADE 20 0 20 0 808 810 812 814 816 818 820 822 824 826 828 830 832 EXISTING GROUND PROPOSED GRADE 855 857 859 861 863 865 867 869 871 873 875 877 897 899 C L WITH SEPARATED MULTI-USE PATH DIVIDED FOUR LANE SHOULDER SECTION 24’ 24’ 100’ EXIST. RIGHT OF WAY PDE PDE 6’ 4’ PS .02 12’ 3:1 10’ 3:1 6’ 4’ PS 6’ 3:1 3:1 GRADE POINT VARIES LINEAR INFILTRATION / STORAGE LINEAR INFILTRATION / STORAGE 4’ 4’ VARIES VARIES 6’ .02 2’ -NC 12- STA. 807+70.00 TO STA. 839+00.00 -NC 12- STA. 858+21.95 TO STA. 872+51.24 -NC 12- STA. 901+39.80 TO STA. 944+00.00 CURB & GUTTER DETAIL -NC 12- STA. 905+24.80 TO STA. 906+02.95 -NC 12- STA. 910+53.85 TO STA. 917+16.97 C L 6’ 6’ 3:1 3:1 LINEAR INFILTRATION / STORAGE 4’ EXIST. VARIES 11’ TO 24’ 11’ THREE LANE SHOULDER SECTION -NC 12- STA. 858+21.95 TO STA. 872+51.24 0.03 30’ 9" ROUNDABOUT TYPICAL DETAIL 90’ 9" TRUCK APRON CIRCULATING WIDTH CENTRAL ISLAND CENTER OF ROUNDABOUT 2.0% 53.25’ 6.75’ 4’ PS -NC 12- STA.818+91.00 90’ PEDESTRIAN CROSSING (TYP.) PEDESTRIAN CROSSING (TYP.) 20 0 20 0 NC 12 17.5’ TO 23’ SPECIAL FALSE SUMP DETAIL (LINEAR INFILTRATION STRIPS) 6’ 4’ PS 3:1 4’ .08 EDGE OF TRAVEL VARIES VARIES FILL FACE DETAIL FOR RETAINING WALL SECTION R/W 5’ MINIMUM DETAIL FOR LINEAR INFILTRATION/STORAGE 3:1 3:1 2’ MIN. WORST CASE DESIRED GWT GWT 3:1 PROFILE 4:1 3:1 3:1 4:1 3:1 3:1 16’ 5’ 8’ 2’ 2’ PLAN 4’ BERM BERM 4:1 OR FLATTER 4:1 OR FLATTER 4’ NC 12 NC 12 EL. 9.83 10’ MULTI- USE PATH 4’ PS .02 BENCH 4’ 3:1 -NC 12- STA. 883+40.00 TO STA. 897+35.00 6’ 4’ PS 3:1 4’ .08 EDGE OF TRAVEL VARIES VARIES FILL FACE DETAIL FOR RETAINING WALL SECTION .02 3:1 .02 VARIES EXISTING PARKING 12’ 6’ 4’ PS 3:1 4’ .08 EDGE OF TRAVEL VARIES VARIES .02 3:1 EXISTING PARKING DETAIL FOR MAINTAINING EXISTING PARKING LOTS 12’ MIN. -NC 12- STA. 927+00 TO STA. 933+50 LT -NC 12- STA. 924+50 TO STA. 926+50 LT 10’ MULTI-USE PATH 10’ MULTI-USE PATH -NC 12- STA. 807+70 TO STA. 813+50 LT BEGIN GRADE -NC12ALBACORE- STA 944+00.00 END GRADE (-)0.8000% (+)0.5000% (-)0.6250% (+)0.5000% (+)0.5000% (+)0.4000% (-)0.5000% (-)0.5000% (+)0.6500% (-)0.3000% PI = 902+40.00 EL = 12.88’ PI = 906+00.00 EL = 10.00’ VC = 200’ K = 154 PI = 909+00.00 EL = 11.50’ VC = 400’ K = 356 PI = 913+00.00 EL = 9.00’ VC = 180’ K = 160 PI = 917+50.00 EL = 11.25’ VC = 350’ K = 350 PI = 920+50.00 EL = 9.75’ VC = 250’ K = 250 PI = 927+00.00 EL = 13.00’ VC = 400’ K = 400 PI = 931+00.00 EL = 11.00’ VC = 200’ K = 174 PI = 938+00.00 EL = 15.55’ VC = 600’ K = 632 BEGIN DITCH GRADE STA. 901+39.80 (LT) EL = 8.00 BEGIN DITCH GRADE STA. 901+39.80 (RT) EL = 8.00 EL = 6.00 STA. 905+00.00 (RT) END DITCH GRADE PI =903+21.000 El = 8.000 PI =903+50.000 El = 6.000 PI =906+25.000 El = 6.000 PI =906+50.000 El = 5.000 BEGIN DITCH GRADE STA. 907+00.00 (RT) EL = 5.00 EL = 5.00 STA. 910+10.00 (RT) END DITCH GRADE El = 5.000 El = 5.000 El = 5.000 El = 6.000 El = 6.50 PI =920+71.000 El = 6.000 PI =921+00.000 El = 8.000 El = 8.000 El = 6.50 El = 8.500 El = 9.00 El = 8.500 El = 8.500 PI =928+40.000 El = 8.500 PI =928+50.000 El = 9.00 PI =929+10.000 El = 9.00 STA. 912+62.000 END DITCH GRADE BEGIN DITCH GRADE END DITCH GRADE STA. 913+60.000 STA. 917+19.000 BEGIN DITCH GRADE STA. 918+20.000 STA. 918+32.000 BEGIN DITCH GRADE END DITCH GRADE STA. 923+82.000 END DITCH GRADE STA. 923+96.000 BEGIN DITCH GRADE STA. 924+48.000 STA. 925+28.570 BEGIN DITCH GRADE END DITCH GRADE STA. 926+35.000 STA. 927+20.000 BEGIN DITCH GRADE PI =929+20.000 El = 7.500 PI =930+40.000 El = 9.00 PI =930+85.000 El = 7.500 PI =931+30.000 El = 8.50 PI =931+65.000 El = 7.500 PI =933+80.000 El = 8.50 PI =933+80.000 El = 7.500 PI =934+70.000 El = 10.50 PI =934+78.000 El = 9.500 PI =936+50.000 El = 9.500 PI =936+75.000 El = 10.500 PI =940+73.000 El = 10.50 PI =941+00.000 El = 9.00 END DITCH GRADE STA. 944+00.00 (RT) EL = 9.00 END DITCH GRADE STA. 944+00.00 (LT) EL = 10.500 (+) 0.0000% BEGIN DITCH GRADE STA. 858+50.00 (RT) EL = 5.00 END DITCH GRADE STA. 872+00.00 (RT) EL = 5.00 PROPOSED DITCH GRADE (RT) PROPOSED DITCH GRADE (LT) PROPOSED DITCH GRADE (LT) PROPOSED DITCH GRADE (RT) PROPOSED DITCH GRADE (LT) PROPOSED DITCH GRADE (LT) PROPOSED DITCH GRADE (RT) PROPOSED DITCH GRADE (LT) PROPOSED DITCH GRADE (RT) BEGIN RESURFACING -NC 12- POT STA 858+21.95 END RESURFACING -NC 12- POT STA 872+51.24 EL = 12.48 EL = 13.75 VC = 109’ K = 91 (+)0.3000% (-)0.4000% (+)0.5000% (-)0.3000% (+)0.3000% (-)0.5500% PI = 808+30.00 EL = 10.87’ PI = 814+85.00 EL = 8.25’ VC = 200’ K = 222 PI = 823+00.00 EL = 8.88’ PI = 824+00.00 EL = 9.18’ PI = 826+50.00 EL = 7.80’ BEGIN GRADE -NC 12- STA 807+70.00 BEGIN DITCH GRADE STA. 807+70.00 (LT) EL = 7.50 BEGIN DITCH GRADE EL = 7.00 STA. 807+70.00 (RT) PI =808+73.000 El = 7.00 PI =809+00.000 El = 5.50 PI =809+75.000 El = 5.50 PI =809+25.000 El = 7.500 PI =809+50.000 El = 6.500 PI =812+23.000 El = 6.500 PI =812+50.000 El = 5.000 END DITCH GRADE STA. 817+45.00 (LT) END DITCH GRADE STA. 817+45.00 (RT) El = 5.000 El = 4.00 BEGIN DITCH GRADE STA. 820+22.00 (LT) El = 5.500 El = 4.00 BEGIN DITCH GRADE STA. 820+22.00 (RT) PI =821+73.000 El = 4.00 PI =822+00.000 El = 5.50 PI =822+50.000 El = 5.50 PI =822+77.000 El = 4.00 PI =823+71.000 El = 4.00 PI =822+73.000 El = 5.500 PI =823+00.000 El = 4.000 PI =824+00.000 El = 6.00 PI =824+50.000 El = 6.00 PI =824+79.000 El = 4.00 PI =827+50.000 El = 4.000 PI =827+79.000 El = 6.000 PI =828+25.000 El = 4.00 PI =828+50.000 El = 5.00 END DITCH GRADE STA. 832+22.63 (LT) EL = 6.00 END DITCH GRADE STA. 832+22.63 (RT) EL = 5.00 PI =812+50.000 El = 4.00 PROPOSED DITCH GRADE (LT) PROPOSED DITCH GRADE (RT) PROPOSED DITCH GRADE (LT) PROPOSED DITCH GRADE (RT) EL = 10.69 END GRADE -NC 12- STA 818+00.99 EL = 9.83 EL = 9.83 BEGIN GRADE -NC 12- STA 819+81.01 K = 143 VC = 100’ K = 167 VC = 100’ K = 91 VC = 100’ K = 118 VC = 100’ PI = 831+40.00 EL = 10.74’ (+)0.6000% (-)0.3000% VC = 300’ K = 333 PI = 834+60.00 EL = 9.78’ VC = 300’ K = 286 PI = 838+10.00 EL = 12.41’ (+)0.2144% (+)0.7500% -NC 12- STA 839+00.00 EL = 12.60 END GRADE PI =829+68.37 El = 7.000 PI =835+75.000 El = 7.000 PI =836+00.000 El = 8.000 PI =837+18.37 El = 8.000 PI =838+21.00 El = 8.000 PI =838+50.00 El = 10.000 PI =839+68.37 El = 10.000 PROPOSED DITCH GRADE (LT) MARLIN WAY SCHOONER RIDGE ROAD SALTSPRAY COURT SAND FIDDLER SEABIRD WAY DRIFTWOOD WAY CROWN POINT ORION’S WAY ALBACORE STREET DOLPHIN STREET MONTERAY DRIVE DRIFTING SANDS DRIVE CURRITUCK CLUBHOUSE TIP PROJECT No. R-2576 (SCROLL of ) TIP PROJECT No. R-2576 (SCROLL of ) MID-CURRITUCK BRIDGE STUDY US 158 WIDENING OPTION MID-CURRITUCK BRIDGE STUDY US 158 WIDENING OPTION CURRITUCK COUNTY CURRITUCK COUNTY MID-CURRITUCK BRIDGE STUDY TIP PROJECT No. R-2576 CURRITUCK COUNTY (SCROLL of ) 5 6 MID-CURRITUCK BRIDGE STUDY TIP PROJECT No. R-2576 CURRITUCK COUNTY (SCROLL of ) 5 6 PREFERRED ALTERNATIVE MCB4/A/C1 PREFERRED ALTERNATIVE MCB4/A/C1 NC 12 NC 12
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GR
DR
GR
DR
GR
DR
MW
CA
NA
L
GR DR
POND
MW
MW
SP
RA
YE
RS
SO
IL D
R
SO
IL D
R
SO
IL D
R
SO
IL D
R
MW
(NOT IN USE)
DISCHARGE
PIPE
DIS
CH
AR
GE
PIP
E
POST
POST
ABOVE GRD TANK
TANK DISCHARGE PIPES
DISCHARGE
PIPE
FLAG
CONC WALK
ABOVE GRD
TANK
CONC PAD
GR
RD
CO
NC
PA
D
GR RD
MTL GATE
POST
TANK DISCHARGEPIPE
POND
ELEC
BOX
CON
C PO
ST
WD SIG
N
WD
PO
STW
D P
OS
T
WATER
FOUNTAIN
EL
EC
BO
X WA
TE
R
FO
UN
TA
IN
20’ BST (PRIVATE DR)
2’ RAIL
POND
POND
GR PARKING
CAR VAC
ELEC
BOX
FLAGPOLES
CONC PAD
U/G GAS
TANKS
WD
POST
CONC
WD
SIGN
WD
SIGN
PO
ND
PO
ND
WD SIGN
FL
AG
PO
LE
S
WD
SIG
N
SO
IL D
R
CONC DR
FLAGPOLE
PO
ND
ELEC
BOX
ELEC
BOXS
FLAG
POLE
WD
SIGN
WD
SIGN
WD
SIGN
WD
SIGN
WD
SIGN
WD
SIGN
21
.8’ B
ST
(OR
ION
S W
AY
RD
)
BST DR
CONC
FL
AG
PO
LE
GA
TE
S
GA
TE
PO
ND
WA
TE
RF
OU
NT
AIN
21.8
’ BS
T (O
RIO
NS
WA
Y R
D)
EL
EC
BO
XE
S
WD
SIGN
ELEC
BOX
WD
SIGN
ELEC BOXES
CO
NC
WA
LK
CONC PATIO
CONC WALK
CO
NC
WA
LK
WD
SIG
N
BST
PA
RK
ING
MT
L
SIG
N
CO
NC
WA
LK
U/G
PR
OPA
NE
TA
NK
S
MTL S
IGN
ST
ON
E B
ASE
BST
PA
RK
ING
BST
PA
RK
ING
EL
EC
BO
X
BST PARK
ING
ELEC
BO
X
WDSIG
N
WDSIG
N
GR
& S
OIL
WDSIG
N
WDSIG
NC
ON
C W
AL
K
BST
PA
RK
ING
BST D
R
BST
DR
CO
NC
WA
LK
20.2 B
ST (MA
LIA D
R)
U/G
TA
NK
SC
ON
C
BST
BST
EL
EC
BO
X
CA
R
VA
C
BST DR
CO
NC
PA
RK
ING
BST D
R
MT
L
SIG
N
CO
NC
DR
WE
LL
MTL
SIGN
CO
NC
DR
WD
SIGN
CONC
SIGN
GR
WD
SIGN
FLAG
POLE
WDPOST
WD
POSTS
WD
POSTS
GR
WD
SIGN
WD
SIGN
WD
SIGN
WD
POST
GR
WD
POST
WD
POST
WDPOST
WDPOST
WDPOST
WDSIGN
WDPOST
SHRUBS
WD
POST
WDPOST
GR
WD
POST
WD
POST
32’ BST NC 12 (OCEAN TRAIL)
SOIL PATH
WDSIGN
LT
POST
WD
SIGN
WDPOST
WDPOST
WD
POST
FLAGPOLE
WDPOST
2’
CONC
LT
LT
2’CONC
BR
ICK
BR
ICK
LTLT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
WATERFOUNTAIN
FLAGPOLE
ELECPUMP
WDSIGN
WD
POST
WD
POST
WD
POST
MTL
POLE
32’ BST NC 12 (OCEAN TRAIL)
WD
POST
BST
WDPOST
WATER
TOWER
GOLF COURSE
32’ BST NC 12 (OCEAN TRAIL)
WD
SIGN
WDPOST
SO
IL P
AT
H
FLAG
POLE
WD
POST
WD
POST
GR DR
WD
SIGN
32’ BST NC 12 (OCEAN TRAIL)
WD
SIGN
LT
WD
SIGN
20’ B
ST
(SE
AB
IRD
WA
Y)
WD
SIGN
WD
POST
WD POST
WITH ROPE
20
’ BS
T (S
AN
D F
IDL
ER
TR
AIL
)
SOIL PATH
20’ B
ST
(SC
HO
ON
ER
RID
GE
)
20’
BS
T (
CR
OW
N P
OIN
T R
D)
POND
POND
32’ BST NC 12 (OCEAN TRAIL)
WD
POST
LT
MTL
POST
WD
POST
32’ BST NC 12 (OCEAN TRAIL)
WD
POST
DIS
CH
AR
GE
PIP
E
MW
(N
OT
IN
US
E)
MW
(N
OT
IN
US
E)
SP
RA
YE
RS
SPRAYERS
SPRAYERS
SO
IL D
R
SP
RA
YE
RS
SP
RA
YE
RS
WD
PO
ST
WD
SIG
N
PO
ND
CU
RR
ITU
CK
SO
UN
D
MA
RS
H G
RA
SS
FL
AG
PO
LE
S
WD
SIG
N
EL
EC
BO
X
FL
AG
PO
LE
SO
IL
DR
MA
RS
H G
RA
SS
RETENTION
POND
RETENTIONPOND
32’ BST NC 12 (OCEAN TRAIL)
40’ B
ST
NC
12 (O
CE
AN
TR
AIL
)
WD
POST
WDPOST
WD
POST
WD
POST
WD
POST
WD
POST
RETENTION
POND
WD
POST
MT
L
PO
ST
GR
MT
L
PO
ST
ELEC
BO
X
LT
LTLT LT
LTLT
LT LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LTL
T
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
CO
NC
BR
IDG
E
19’ BST (APOLLO ST)
20’ B
ST
(RA
NG
ER
CO
UR
T)
BST
DR
CONC PARKING
20’ B
ST
(M
ON
TE
RA
Y D
R)
20’
BST
(M
ON
TE
RA
Y D
R)
WD POSTS
VIN
YL
G-R
AIL
32’ BST NC 12 (OCEAN TRAIL)
38’ BST NC 12 (OCEAN TRAIL)
32’ BST N
C 12 (OCEAN T
RAIL)
42’ BST NC 12 (OCEAN TRAIL)
20’ B
ST
(MA
RL
INW
AY
)
ME
TA
LS
CU
LP
TU
RE
S
20’ BST (STAYSAIL CRESENT)
43
41
42
40
39
38
44
45
46
47
35
36
37
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
8 7 6
5
4
3 2
1
10
9
51
52
53
54
8" P
VC
8" P
VC
8" PVC
8" P
VC
8" PV
C
8" P
VC
8" PVC
8" PVC
8" P
VC
8" P
VC
8" PVC
8" P
VC
8’PVC
LIF
TS
TA
TIO
N
8"PVC
8"P
VC
8"P
VC
8"P
VC
8"PVC
4"PV
C
LIFT
STATION
LIF
T
STA
TIO
N
8" PVC
CO
UL
D N
OT
LO
CA
TE
MH
LIF
T
STA
TIO
N
LIFT
STATION
INV
=4.0
1’
INV=4.92’
15" HDPE
CB
TOP=7.78’
IN
V=
4.5
4’
IN
V=
4.6
9’
INV=4.71’INV=4.72’
36" R
CP
36" R
CP
CB
INV
=5.19’
TO
P=8.0
5’
18" H
DPE
INV=2.69’
36" RCP24" H
DPE
CB
TOP=8.11’
24" HDPECB
CB
24" HDPETOP=8.10’
CB
TOP=8.08’
18" HDPE CB
INV=5.35’
INV=5.24’TOP=8.06’
18" HDPE
INV=5.51’
INV=5.44’
CB
18" HDPE INV=5.55’
TOP=8.07’
CB
INV=5.71’
18" HDPE
TOP=8.11’
CBINV=4.91’ INV=5.73’
TOP=10.06’
18" HDPE
15" HDPE
CB INV=5.74’
TOP=10.10’
DI
18" CMP
18" CMP
DI
18" C
MP
DI
18"
CM
P
DI
DI
INV=4.94’ DI
INV=7.23’15" CMP
TOP=11.30’
CB
INV=7.43’
INV=7.67’
CB
15" R
CP
TOP=11.93’
DI
DI
INV=7.28’
INV=7.52’
15" RCP
CB
15" HDPE
TOP=11.90’ TOP=11.51’
CB
15" HDPE
CB
15" H
DPE
15" RCP
15" R
CP
INV=9.14’INV=8.76’
INV=8.82’
JB
CB
TO
P=10.7
4’
INV
OU
T=7.52’
INV
IN=7.6
6’
TO
P=11.8
6’
INV
IN=7.5
0’
INV
OU
T=7.4
3’
INV OUT=8.60’
INV IN=8.62’
INV IN=9.10’
INV OUT=8.85’
INV OUT=3.13’
INV
IN=4.2
7’
TO
P=8.0
7’
INV IN=4.43’
INV OUT=4.41’
INV OUT=3.54’INV IN=4.24’
INV
IN=4.13’
INV
OU
T=4.0
3’
INV IN=5.06’INV OUT=4.62’
18" H
DP
E
INV
IN=7.3
9’
INV
OU
T=6.5
8’
TO
P=13.4
4’
18" HD
PE
CB
CB
TO
P=11.9
1’
24" HDPE INV
IN=4.1
9’
INV
OU
T=2.7
6’
48" C
MP
48" H
DPE
INV
=0.4
2’
APPR
OX
IMA
TE
LO
CA
TIO
N
APPR
OX
IMA
TE
LO
CA
TIO
NA
PPR
OX
IMA
TE
LO
CA
TIO
N
CB
TO
P=12.3
4’
INV
IN=5.2
5’
INV
OU
T=5.1
7’
24" C
MP
INV
IN=4.5
6’
IN
V O
UT
=6.2
8’
INV
IN=6.4
3’
INV
OU
T=6.4
8’
INV
IN=6.6
6’
INV
OU
T=6.8
2’
TO
P=12.0
1’
CB
CB
TO
P=12.2
2’
CB
TO
P=11.9
7’
24" H
DPE
INV
=8.4
0’
INV
=8.5
0’
INV
=7.9
2’
INV
=8.2
8’
INV
=1.4
7’
INV
=1.5
1’
8" HDPE
15
" H
DP
E
INV
=4.5
7’
12" H
DPE
INV
=9.9
3’
DI
18" RC
P
IN
V=8.4
0’
15" H
DP
E
INV
=9.6
9’
18" C
MP
NO INV
NO INV
NO
INV
DI
JB
JB
INV
IN=3.1
4’
INV
OU
T=3.0
1’
15"
HD
PE
DIINV=10.16’
INV
=8.6
2’
INV
=8.6
2’
T
T
C
CC
S
S
TT
T
T
T
HH
C
T
C
T
TT T
C
C
C
T
T H
H
FIBER
OPTICHOOKUP
C
FMVC
C
ELECMETER
S
WATERMETERVAULT
YL YL
C
FMVREPEATER
S
HH
S
T
TT
T
T
T
T
TT
C
C
C
H
HC
EOI
HH
FMV
FMV
FMV
FMV
ELEC
METER
ELEC
METER
FMV
C
FMV
ELEC
METER
ELECPANEL
HOTBOXFMV
END
TLP
FMV
S
ELECMETER
YL
YL
TLP
ELECMETER
TLP
CABLE TV
SUPPLY BOX
EO
RI
AB
AN
D
EORI ABAND
ABAND
EORI
AB
AN
D
AB
AN
D
12"
10"
6"
10"
10"
6"
6"
10"
10"
10"
10"
6"
10"
10"
10"
10"
10"
10"
10"
6"
10"
10"
10"
10"
8"
10"
10"
16"
12"
12"
10"
10"
12"
6"
6" 12"
12"
8"
8"
8"
8"
8"
12"
12"
8"
6"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
6"
8"
6"
4"
8"
8"
?"
8" 4"
8"
8"
8"
6"
8"8"
8"
4"
4"
8"
6"
6"
6"
6"
2P
2P
2P
2P
2P
(TS)
(TS
)
(TS)
(TS)
(TS)
(TS)
(TS)(TS)
(TS)
FMV
(TS)
(TS)
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INN
ERD
UC
T
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
INN
ER
DU
CT
INN
ER
DU
CT
T
T
T
C
HH
EL
EC
ME
TE
R
FM
V
WE
T
WE
LL
C
EL
EC
ME
TE
R
FO
RC
E
MA
IN
VA
ULT
WE
T
WE
LL
FMV
EL
EC
ME
TE
R
C
EORI
ABAND
ABAND
ABAND
INN
ER
DU
CT
INN
ER
DU
CT
INNERDUCT
INNERDUCT
INN
ER
DU
CT
INNERDUCT
INNERDUCT
INNERDUCT
INNERDUCT
6"
6"
6"
6"
6"
INNERDUCT
INN
ERD
UC
T
INNERDUCT
2P
2"
6"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
T
C
WET
WELL
ELEC
BOX
EO
I
EOI
6"
3"
3"
3"
3"
3"
3"
3"
12"
12"
12"
12"
3"
4"
4"
4"
3"
3"
3"12"
12"
12"
3"
12"
12"
S
NOT FOUND
IN FIELD
NOT FOUND
IN FIELD
6"
8"
8"
8"
8"
8"
8"
8"
3"
3"
4"
6"
EORI
12"
10"
12"
12"
4"
2"
6"
T NOT FOUNDIN FIELD
14
" P
RO
PO
SE
D
ST
OR
M F
OR
CE
S
20’ B
ST
SR
1402 (
AL
BA
CO
RE
ST
)
48" H
DPE
48" H
DPE
18" R
CP
14’ DRAINAGE EASEMENT
10’ UTILITY EASEMENT
10’ D
RA
INA
GE
EA
SE
ME
NT
10’ UTILITY EASEMENT
30’ AC
CESS EA
SEEMN
T
40.00’
40
.00
’
40.0
0’
60.00’
10
0.0
0’
100.0
0’
30.00’
10
0.0
0’
30.00’
60.00’
100.0
0’
24
.00
’
24.0
0’
100.0
0’
30.0
0’
100.0
0’
100.0
0’
100.0
0’
100.0
0’
60.00’
100.0
0’
10’ PERPETUAL EASEMENT
100.0
0’
60.00’
60.00’
10
0.0
0’
50.0
0’
75.0
0’
60.00’
100.0
0’
100.00’
15’ U
TIL
ITY
EA
SE
ME
NT
15’ U
TIL
ITY
EA
SE
ME
NT
15’ U
TIL
ITY
EA
SE
ME
NT
10’ U
TIL
ITY
EA
SE
ME
NT
10’ U
TIL
ITY
EA
SE
ME
NT
10’ UTILITY EASEMENT
10’ UTILITY EASEMENT
10’ UT
ILIT
Y E
ASE
ME
NT
10’ UTILITY
EASEM
ENT
15’ UTILITY EASEMENT
10’ SEWER
EASEM
ENT
15’ UTILITY EASEMENT
15’ U
TIL
ITY
EA
SE
ME
NT
15’ U
TIL
ITY
EA
SE
ME
NT
15’ UTILITY EASEMENT
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTIN
G R
/W
EX
ISTIN
G R
/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EX
IS
TIN
G R
/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
15’ N.C. POWER UTILITY EASEMENT
15’ N.C. POWER UTILITY EASEMENT
10’ X 70’ SIGHT DISTANCE
10’ X 70’ SIGHT DISTANCE
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
EIR
EIR
SS MANHOLE
(CONTROL CORNER)
EIR
EIR
EIR
MA
G N
AIL
MA
G N
AIL
MA
G N
AIL
MA
G N
AIL
MA
G N
AIL
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIRE
IR
EIR
EIP
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIRE
IR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIRE
IR
EIR
EIR
EIR
EIR
EIR
EIR
EIR
EIREIR
EIR
EIR
EIR
EIR
EIR
EIR
60
.00
’
60
.00
’
EXISTING R/W
15’ UTILITY EASEMENT
EIP
60
.00
’3
0.0
0’
EIR
25’ VEPCO EASEMENT
DB 410 PG 608
EIR
EIREIR
60.00’
15’ N
.C. P
OW
ER
UT
ILIT
Y E
AS
EM
EN
T
60.00’
50.0
0’
24’ PRIVATE R/W
24’ P
RIV
AT
E R
/W
24’ P
RIV
AT
E R
/W
24’ PRIVATE R/W
24
’ P
RIV
AT
E R
/W
24
’ PR
IVA
TE
R/W
24’ P
RIV
AT
E R
/W
EIP
DB
839 PG 134
CURRITUCK COUNTY
5’ NC POWER EASEMENT
EXISTING R/W
C
C F
F
C
C
C
C
CC
C
C
CF
F
F
C
C
C
C
C
C
C
C C CC
C
C CC
C C
F F
C C
C
C
C
C
C
C
CC
CC C C
C
C
C C
C
F
F
F
F
F
N 17%%d 25’ 00.0" W
N 3
5%
%d 5
0’ 0
0.0
" E
855
860
865
870
875
900
905
910
915
920
925
930
N 19%%d 10’ 00.0" WN 31%%d 33’ 14.2" W
940
= 20,000.00’
PI STA 902+99.45
D = 1%%d 45’ 00.0" (RT)
D = 0%%d 17’ 11.3"
L = 610.87’
T = 305.46’
R
= 15%%d 16’ 43.9"
PI STA 922+20.54
D = 53%%d 15’ 00.0" (RT)
D
L = 348.52’
T = 187.99’
R = 375.00’
935
N 16%%d 51’ 38.6" W
-NC 12- POT STA 855+00.00
N 7
1%
%d 5
2’
37.7
" E
N 7%%d 11’ 21.4" W
810
815
820
825
830
N 27%%d 03’ 13.6" W
N 36%%d 10’ 00.0" W
N 7
7%
%d 3
8’
23.9
" E
= 28%%d 58’ 38.6" (LT)
PI STA 821+26.10
D
D = 3%%d 34’ 51.6"
L = 809.20’
T = 413.45’
R = 1,600.00’
= 9%%d 06’ 46.4" (RT)
PI STA 827+30.77
D
D = 3%%d 34’ 51.6"
L = 254.48’
T = 127.51’
R = 1,600.00’
BEGIN CONSTRUCTION
-NC 12- POT STA 858+21.95
-NC 12- POT STA 872+51.24
END CONSTRUCTION
BEGIN CONSTRUCTION
-N
C 1
2- P
T S
TA
828+
57.7
4
END CONSTRUCTION
-NC 12- PC STA 817+12.65
10
15
-Y1- POT STA 12+68.96
-NC 12- PC STA 826+03.26
-NC 12- PT STA 825+21.85
-NC 12- PC STA 818+91.00 =
-Y1- Sta PT 17+02.32
Roff= SEE PLANS Roff= SEE PLANS Roff= SEE PLANS Roff= SEE PLANS
SE = NC
PREFERRED ALTERNATIVE NC 12
SE = 0.025
Ds = 35mph Ds = 35mph
SE = 0.025
Ds = 35mph Ds = 35mph
SE = 0.04
PI STA 932+00.04
D = 52%%d 30’ 00.0" (LT)
D = 15%%d 26’ 37.0"
L= 339.95’
T= 182.96’
R= 371.00’
SE = 0.04
Roff= SEE PLANS
Ds = 35mph
-N
C 1
2- P
T S
TA
906+
04.8
5
-N
C 1
2- P
C S
TA
920+
32.5
5
-NC
12-
PT
ST
A 9
23+81.0
7
END CONSTRUCTION
-NC 12- PC STA 930+17.08
-NC 12- PT STA 933+58.29
-NC 12- POT STA 944+00
-NC 12- POT STA 832+22.63
-NC 12- POT STA 839+00.00
-Y1- POT STA 10+00.00
-NC 12- POT STA 807+70.00
895
890
885
N 19%%d 07’ 27.8" W
835
N 21%%d 43’ 45.6" W
PI STA 836+14.71
D = 5%%d 19’ 28.0" (RT)
D = 0%%d 57’ 17.7"
L = 557.58’
T = 278.99’
R = 6,000.00’
Roff= SEE PLANS
SE = NC
Ds = 35mph
-N
C 1
2- P
C S
TA
833+
35.7
3
-N
C 1
2- P
T S
TA
838+
93.3
0
-N
C 1
2- P
OT
ST
A 8
40+
00.0
0
-N
C 1
2- P
OT
ST
A 8
98+
00.0
0
-N
C 1
2- P
OT
ST
A 8
83+
00.0
0
END CONSTRUCTION
-NC 12- PC STA 899+93.99
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-NC 12- PC STA 883+40.00
-NC 12- POT STA 897+35.00
-NC 12- POC STA 901+39.80
-NC 12- POT STA 943+12.00
EX
IST
.
EX
IST
.
PROPOSED
RETAINING
WALL
02 01
00 01
02
03 04
04
03
02
01
00
01
02
02
01
00
01
02
03
04
04
03
02
01
00
01 02
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
+11.8+20
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
53’
53’
53’
+95
+4049’
ONLY
110’
90’
90’
ONLY
4’
PS
4’
PS
90’+51
+68.5
LINEAR
INFILTRATION /
STORAGE
65.5
’
22’
4’
PS
4’
PS
+39.2
LINEAR
INFILTRATION /
STORAGE
+29.3
200’
PROP.
RETAINING
WALL
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
+52.7
200’
+42.6
120’
120’
+66
+70
48’
02010
00102025025
02010
0
0102
025
025
0201
0001
02
025
02
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
02
02
+00
48’
+50
51’ +00
51’ 60’
+37.17
+50
60’
450’ TRANSITION
450’ TRANSITION600’ TRANSITION
600’ TRANSITION
53.5
’
200’ TRANSITION
4’PS
4’
PS
65.5
’
4’
PS
4’
PS
4’
PS
10’
465’ TRANSITION
4’
PS
65.5
’+
47
4’
PS
4’
PS
4’
PS
4’
PS
+52.6
365.5
’
71’
200’ TRANSITION
20’
4’
PS
4’
PS
465’ TRANSITION+39.8
0
65.5
’4’
PS
+51.2
4
+21.9
5
+00
600’ TRANSITION
600’ TRANSITION
+58.2
9
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
PROP.
GUARDRAIL
PROPOSED
RETAINING
WALLPROP.
2’-6" C&G
TIE TO
EXIST. C&G
PROP. MULTI-USE
PATH
ONLY
140’
PEDESTRIAN
CROSSING (TYP.)
DATE PRINTED
TRANSMITTED BY
SUBJECT TO CHANGE WITHOUT NOTICE
PRELIMINARY PLANS
PB
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
22-F
EB
-2011 1
3:3
6T
:\P
RO
JE
CT
S\2
03
67
E\T
IP
\R
oad
way
\P
ro
j
$$$$U
SE
RN
AM
E$$$$
0
VERTICAL
(PROFILE)
10
HORIZONTAL
(PLAN & PROFILE)
0 200 400
20 PARSONS BRINCKERHOFF
434 FAYETTEVILLE STREET
SUITE 1500
RALEIGH, NC 27601
20
0
20
0
901 903 905 907 909 911 913 915 917 919 921 923 925 927 929 931 933 935 937 939 941 943 945
EXISTING GROUND
PROPOSED GRADE
20
0
20
0
808 810 812 814 816 818 820 822 824 826 828 830 832
EXISTING
GROUND
PROPOSED
GRADE
855 857 859 861 863 865 867 869 871 873 875 877 897 899
CL
WITH SEPARATED MULTI-USE PATH
DIVIDED FOUR LANE SHOULDER SECTION
24’ 24’
.025
.025
100’ EXIST. RIGHT OF WAY
PDE PDE
6’
4’
PS
.02
12’
3:1
10’
3:1
6’
4’
PS
6’
3:1 3:1GRADE
POINT
VARIES
LINEAR INFILTRATION / STORAGELINEAR INFILTRATION / STORAGE
4’4’
VARIES VARIES
.025
6’
.02
2’
-NC 12- STA. 807+70.00 TO STA. 839+00.00
-NC 12- STA. 858+21.95 TO STA. 872+51.24
-NC 12- STA. 901+39.80 TO STA. 944+00.00
CURB & GUTTER DETAIL
-NC 12- STA. 905+24.80 TO STA. 906+02.95
-NC 12- STA. 910+53.85 TO STA. 917+16.97
CL
6’ 6’
3:1 3:1
LINEAR INFILTRATION / STORAGE
4’
EXIST.
VARIES
11’ TO 24’
EXIST.
11’
THREE LANE SHOULDER SECTION
-NC 12- STA. 858+21.95 TO STA. 872+51.24
0.03
30’
9"
ROUNDABOUT TYPICAL DETAIL
90’
9"
TRUCK
APRON
CIRCULATING
WIDTH
CENTRAL
ISLAND
CE
NT
ER
OF
RO
UN
DA
BO
UT
2.0%
53.25’ 6.75’
4’
PS
-NC 12- STA.818+91.00
90’
PEDESTRIAN
CROSSING (TYP.)
PEDESTRIAN
CROSSING (TYP.)
20
0
20
0
NC 12
17.5’ TO 23’
SPECIAL FALSE SUMP DETAIL
(LINEAR INFILTRATION STRIPS)
6’
4’
PS
3:1
4’
.08
EDGE OF
TRAVEL
VARIES VARIES
FILL FACE
DETAIL FOR RETAINING WALL SECTION
R/W
5’
MINIMUM
DETAIL FOR LINEAR INFILTRATION/STORAGE
3:1 3:1
2’
MIN
.
WORST CASE
DESIRED
GWT
GWT
3:1PROFILE
4:1
3:1
3:1
4:1
3:1
3:1
16’ 5’ 8’
2’
2’
PLAN
4’
BERM
BERM
4:1 ORFLATTER4:1 OR
FLATTER
4’
NC 12
NC 12
EL
. 9
.83
10’
MULTI-
USE
PATH
4’
PS
.02
BENCH
4’
3:1
-NC 12- STA. 883+40.00 TO STA. 897+35.00
6’
4’
PS
3:1
4’
.08
EDGE OF
TRAVEL
VARIESVARIES
FILL FACE
DETAIL FOR RETAINING WALL SECTION
.02
3:1
.02
VARIES
EXISTING
PARKING
12’6’
4’
PS
3:1
4’
.08
EDGE OF
TRAVEL
VARIESVARIES
.02
3:1
EXISTING
PARKING
DETAIL FOR MAINTAINING EXISTING PARKING LOTS
12’ MIN.
-NC 12- STA. 927+00 TO STA. 933+50 LT-NC 12- STA. 924+50 TO STA. 926+50 LT
10’
MULTI-USE
PATH
10’
MULTI-USE
PATH
-NC 12- STA. 807+70 TO STA. 813+50 LT
BEGIN GRADE
-NC12ALBACORE- STA 901+39.80 -NC12ALBACORE- STA 944+00.00
END GRADE
(-)0.8000% (+)0.5000% (-)0.6250% (+)0.5000% (+)0.5000%
(+)0.4000%
(-)0.5000%
(-)0.5000%
(+)0.6500% (-)0.3000%
PI = 902+40.00
EL = 12.88’
PI = 906+00.00
EL = 10.00’
VC = 200’
K = 154
PI = 909+00.00
EL = 11.50’
VC = 400’
K = 356
PI = 913+00.00
EL = 9.00’
VC = 180’
K = 160
PI = 917+50.00
EL = 11.25’
VC = 350’
K = 350
PI = 920+50.00
EL = 9.75’
VC = 250’
K = 250
PI = 927+00.00
EL = 13.00’
VC = 400’
K = 400
PI = 931+00.00
EL = 11.00’
VC = 200’
K = 174
PI = 938+00.00
EL = 15.55’
VC = 600’
K = 632
BEGIN DITCH GRADE
STA. 901+39.80 (LT)
EL = 8.00
BEGIN DITCH GRADE
STA. 901+39.80 (RT)
EL = 8.00
EL = 6.00
STA. 905+00.00 (RT)
END DITCH GRADE
PI =903+21.000
El = 8.000
PI =903+50.000
El = 6.000
PI =906+25.000
El = 6.000
PI =906+50.000
El = 5.000
BEGIN DITCH GRADE
STA. 907+00.00 (RT)
EL = 5.00
EL = 5.00
STA. 910+10.00 (RT)
END DITCH GRADE
El = 5.000
El = 5.000
El = 5.000
El = 6.000
El = 6.50
PI =920+71.000
El = 6.000
PI =921+00.000
El = 8.000
El = 8.000
El = 6.50
El = 8.500
El = 9.00
El = 8.500 El = 8.500
PI =928+40.000
El = 8.500
PI =928+50.000
El = 9.00
PI =929+10.000
El = 9.00
STA. 912+62.000
END DITCH GRADE
BEGIN DITCH GRADE
END DITCH GRADE
STA. 913+60.000
STA. 917+19.000
BEGIN DITCH GRADE
STA. 918+20.000
STA. 918+32.000
BEGIN DITCH GRADE
END DITCH GRADE
STA. 923+82.000
END DITCH GRADE
STA. 923+96.000
BEGIN DITCH GRADE
STA. 924+48.000
STA. 925+28.570
BEGIN DITCH GRADE
END DITCH GRADE
STA. 926+35.000 STA. 927+20.000
BEGIN DITCH GRADE
PI =929+20.000
El = 7.500
PI =930+40.000
El = 9.00
PI =930+85.000
El = 7.500
PI =931+30.000
El = 8.50
PI =931+65.000
El = 7.500
PI =933+80.000
El = 8.50
PI =933+80.000
El = 7.500
PI =934+70.000
El = 10.50
PI =934+78.000
El = 9.500
PI =936+50.000
El = 9.500
PI =936+75.000
El = 10.500
PI =940+73.000
El = 10.50
PI =941+00.000
El = 9.00
END DITCH GRADE
STA. 944+00.00 (RT)
EL = 9.00
END DITCH GRADE
STA. 944+00.00 (LT)
EL = 10.500
(+) 0.0000%
BEGIN DITCH GRADE
STA. 858+50.00 (RT)
EL = 5.00
END DITCH GRADE
STA. 872+00.00 (RT)
EL = 5.00
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
BEGIN RESURFACING
-NC 12- POT STA 858+21.95
END RESURFACING
-NC 12- POT STA 872+51.24
EL = 12.48 EL = 13.75
VC = 109’
K = 91
(+)0.3000%(-)0.4000% (+)0.5000% (-)0.3000% (+)0.3000%
(-)0.5500%
PI = 808+30.00
EL = 10.87’PI = 814+85.00
EL = 8.25’
VC = 200’
K = 222PI = 823+00.00
EL = 8.88’
PI = 824+00.00
EL = 9.18’
PI = 826+50.00
EL = 7.80’
BEGIN GRADE
-NC 12- STA 807+70.00
BEGIN DITCH GRADE
STA. 807+70.00 (LT)
EL = 7.50
BEGIN DITCH GRADE
EL = 7.00
STA. 807+70.00 (RT)
PI =808+73.000
El = 7.00
PI =809+00.000
El = 5.50
PI =809+75.000
El = 5.50
PI =809+25.000
El = 7.500
PI =809+50.000
El = 6.500
PI =812+23.000
El = 6.500
PI =812+50.000
El = 5.000
END DITCH GRADE
STA. 817+45.00 (LT)
END DITCH GRADE
STA. 817+45.00 (RT)
El = 5.000
El = 4.00BEGIN DITCH GRADE
STA. 820+22.00 (LT)
El = 5.500
El = 4.00
BEGIN DITCH GRADE
STA. 820+22.00 (RT)
PI =821+73.000
El = 4.00
PI =822+00.000
El = 5.50
PI =822+50.000
El = 5.50
PI =822+77.000
El = 4.00
PI =823+71.000
El = 4.00
PI =822+73.000
El = 5.500
PI =823+00.000
El = 4.000
PI =824+00.000
El = 6.00
PI =824+50.000
El = 6.00
PI =824+79.000
El = 4.00
PI =827+50.000
El = 4.000
PI =827+79.000
El = 6.000
PI =828+25.000
El = 4.00
PI =828+50.000
El = 5.00
END DITCH GRADE
STA. 832+22.63 (LT)
EL = 6.00
END DITCH GRADE
STA. 832+22.63 (RT)
EL = 5.00
PI =812+50.000
El = 4.00
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
EL = 10.69
END GRADE -NC 12- STA 818+00.99
EL = 9.83
EL = 9.83
BEGIN GRADE -NC 12- STA 819+81.01
K = 143
VC = 100’
K = 167
VC = 100’
K = 91
VC = 100’
K = 118VC = 100’
PI = 831+40.00
EL = 10.74’
(+)0.6000%(-)0.3000%
VC = 300’
K = 333
PI = 834+60.00
EL = 9.78’
VC = 300’
K = 286
PI = 838+10.00
EL = 12.41’
(+)0.2144%(+)0.7500%
-NC 12- STA 839+00.00
EL = 12.60
END GRADE
PI =829+68.37
El = 7.000
PI =835+75.000
El = 7.000
PI =836+00.000
El = 8.000
PI =837+18.37
El = 8.000
PI =838+21.00
El = 8.000
PI =838+50.00
El = 10.000
PI =839+68.37
El = 10.000
PROPOSED
DITCH
GRADE (LT)
MA
RL
IN W
AY
SC
HO
ON
ER
RID
GE
RO
AD
SA
LT
SP
RA
Y C
OU
RT
SA
ND
FID
DL
ER
SE
AB
IRD
WA
Y
DR
IFT
WO
OD
WA
Y
CR
OW
N P
OIN
T
OR
ION
’S W
AY
AL
BA
CO
RE
ST
RE
ET
DO
LP
HIN
ST
RE
ET
MONTERAY D
RIVE
DRIFTING SANDS DRIVE
CU
RR
ITU
CK
CL
UB
HO
US
E
TIP PROJECT No. R-2576
(SCROLL of )
TIP PROJECT No. R-2576
(SCROLL of )
MID-CURRITUCK BRIDGE STUDY
US 158 WIDENING OPTION
MID-CURRITUCK BRIDGE STUDY
US 158 WIDENING OPTION
CURRITUCK COUNTY
CURRITUCK COUNTY
MID-CURRITUCK BRIDGE STUDY
TIP PROJECT No. R-2576
CURRITUCK COUNTY
(SCROLL of )5 6
MID-CURRITUCK BRIDGE STUDY
TIP PROJECT No. R-2576
CURRITUCK COUNTY
(SCROLL of )5 6
PREFERRED ALTERNATIVE MCB4/A/C1
PREFERRED ALTERNATIVE MCB4/A/C1
NC 12
NC 12
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