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HomeMy WebLinkAbout20170872 Ver 1_Impact Information_20170717 (2)m TRENT E. HUFFMAN, P.E. 25 50 10050 25 50 10050 5 10 20 10 T V = = =55 MPH ADT ADT 2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 6 / 2 6 / 2 0 1 7 Q : \ R A \ 9 5 3 7 \ C A D D \ B - 5 6 6 0 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 6 6 0 _ p r m _ t s h _ b u f f e r . d g n j b u r g e s s C O N T R A C T : T I P P R O J E C T : A R T MEN N A S O H D E P T O F TRA SPORT T I O N T A TEOFN RT CAR O LI N A Prepared for NCDOT in the Office of: PE See Sheet 1B for Conventional Symbols See Sheet 1A For Index of Sheets TIM R. REID, P.E. P R OFESS I O N A L E N GINEER N ORTH CARO LINA SEAL DIER .R .T 015869 VICINITY MAP PROJECT BEGIN HALIFAX COUNTY R/W UTIL CONST C 2 0 3 9 2 4 PAVMENT MARKINGS AND STRUCTURE PAVING, GRADING, GUARDRAIL, DRAINAGE, OCTOBER 18, 2016 OCTOBER 18, 2016 SUB-REGIONAL TIER = BEGIN BRIDGE -L- STA 18+48+/- -L- STA 19+08+/- -L- STA 13+99+/- -L- STA 15+23+/- END BRIDGE 4 =0.163 mi. =0.035 mi. =0.128 mi. 258 125 DETOUR LENGTH OF STATE PROJECT B-5660 LENGTH OF STRUCTURES TIP PROJECT B-5660 LENGTH ROADWAY TIP PROJECT B-5660 B-5660 B - 5 6 6 0 205 N/A LOCAL FUNC CLASS = 258 Fork Whites Roseneath M a r s h Swamp D e e p C r e e k NECK SCOTLAND 903 125 1100 1813 1815 1817 1816 1103 1102 1101 1104 1101 1100 1102 125 1812 1810 1811 1809 18101814 (BELLS BRIDGE ROAD) -L- SR 1100 DEEP CREEK DEEP CREEK DEEP CREEK DEEP CREEK (WHITES FORK ROAD) TO SR 1815TO US 258 BEGIN BRIDGE END BRIDGEBEGIN TIP PROJECT B-5660 -L- POT STA 12+15.00 -L- POT STA 20+75.00 END TIP PROJECT B-5660 1100 1104 1804 E d g e c om b e C o u n t y L i n e 903 PROJECT END ON SR 1100 (BELLS BRIDGE ROAD) BRIDGE NO.s 410065 AND 410066 OVER DEEP CREEK 2036 RALEIGH, NORTH CAROLINA 27609 4700 FALLS OF NEUSE ROAD, SUITE 300 (919) 781-4626 VOICE (919) 781-4869 FAX NC License NO.: F-0105 45615.3.1 45615.3.1 45615.3.1 45615.3.1 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. * TTST 3% DUAL 3% NCDOT CONTACT: VIRGINIA MABRY MANAGER - PRIORITY PROJECTS UNIT BRZ-1100(036) BRZ-1100(036) BRZ-1100(036) BRZ-1100(036) P R OFESS I O N A L E N G INEER N ORTH CARO LINA SEAL 043128 NWORB SICNARF N AYR 6%* BUFFER IMPACTS PERMIT SHEET 1 OF 7 BUFFER DRAWING 45.00' (LT) EX. R/W (LT) +60 45.00' (RT) EX. R/W (RT) +60 45.00' (LT) EX. R/W (LT) +75 45.00' (RT) EX. R/W (RT) +75 45.00' (RT) EX. R/W (RT) +55.00 45.00' (RT) EX. R/W (RT) +75.00 45.00' (RT) EX. R/W (RT) +58.00 45.00' (RT) EX. R/W (RT) +78.00 45.00' (RT) EX. R/W (RT) +56.00 45.00' (RT) EX. R/W (RT) +76.00 N A D 8 3 N A 2 0 1 1 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W SUSAN B. STATON GRANT W. STATON KENNETH M. PERRY KENNETH M. PERRY RONALD FLEMING EXISTING R/W EXISTING R/W WOODS WOODS WOODS WOODS WOODS WOODS DEEP CREEK SR 1815 TO WHITES FORK RDUS 258 D E E P C R E E K DEEP CREEK MARY PATTERSON WHITE BRADY JANET WHITE LEGGETT SPIKE IN 15" MAPLE ELEV = 70.10' O/S 51' LT -BL- STA 20+44 TBM-2 SPIKE IN 30" GUM ELEV = 70.57' O/S 11' RT -BL- STA 28+92 TBM-1 SR 1100 19.0' PAVED ROADWAY BELLS BRIDGE RD SR 1100 19.0' PAVED ROADWAY BELLS BRIDGE RD 54" DIA. CYPRESS DEEP CREEK 1 0 1 5 2 0 N A D 8 3 / N A 2 0 1 1 32 1 4 3 45.00' (LT) EX. R/W (LT) +60 45.00' (RT) EX. R/W (RT) +60 45.00' (LT) EX. R/W (LT) +75 45.00' (RT) EX. R/W (RT) +75 45.00' (RT) EX. R/W (RT) +55.00 45.00' (RT) EX. R/W (RT) +75.00 45.00' (RT) EX. R/W (RT) +58.00 45.00' (RT) EX. R/W (RT) +78.00 45.00' (RT) EX. R/W (RT) +56.00 45.00' (RT) EX. R/W (RT) +76.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SKETCH SHOWING BRIDGE RELATIVE TO PROPOSED PAVEMENT 1 1 ' 1 1 ' 4 ' - 3 " 4 ' - 3 " 1 1 ' 1 1 ' -L- STA 13+88+/- BEGIN APPROACH SLAB -L- STA 13+99+/- BEGIN BRIDGE (FILL FACE) -L- STA 19+19+/- END APPROACH SLAB -L- STA 19+08+/- END BRIDGE (FILL FACE) -L- STA 15+34+/- END APPROACH SLAB -L- STA 15+23+/- END BRIDGE (FILL FACE) -L- STA 18+37+/- BEGIN APPROACH SLAB -L- STA 18+48+/- BEGIN BRIDGE (FILL FACE) 1 1 ' 4 ' - 3 " 1 1 ' 4 ' - 3 " P S4 ' 1 1 ' 1 1 ' P S4 ' P S4 ' 1 1 ' 1 1 ' P S4 ' DEEP CREEK DEEP CREEK DEEP CREEK DEEP CREEK 0 2 5 0 2 5 0 2 5 0 2 5 0 2 5 0 2 5 FOR L PROFILE SEE SHEET 5 P S 4 ' - 3 " P S 4 ' - 3 " TYPE III TYPE III TYPE III TYPE III TYPE III TYPE III TYPE III TYPE III 3 3 ' 3 3 ' TB 2GI TB 2GI TB 2GI TB 2GI TB 2GI TB 2GI 15" 15" 15" 15" 15" 15" BRIDGE EXISTING REMOVE BRIDGE EXISTING REMOVE FROM STA. 19+19 TO STA. 19+50 LT -L- FROM STA. 17+95 TO STA. 18+15 LT -L- FROM STA. 15+90 TO STA. 16+80 LT -L- FROM STA. 13+65 TO STA. 13+88 LT -L- FROM STA. 13+25 TO STA. 13+88 RT -L- Fill Slope2:1 or Flatter b= 5 Ft. d= 2 Ft. Type of Liner= Class B Rip-Rap b DETAIL ? ( Not to Scale) TOE PROTECTION d Ground Natural Geotextile 234 5 6tob 11 1 2 4 5tob 2 3 5 7 8 9 10tob HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED B-5660 PRM-2 GRAPHICAL SCALE 0'100'100' ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 BUFFER IMPACTS BRIDGE #65 SITE 1 BUFFER IMPACTS BRIDGE #65 SITE 1 BUFFER IMPACTS BRIDGE #65 SITE 1 BUFFER IMPACTS BRIDGE #66 SITE 1 BUFFER IMPACTS BRIDGE #66 SITE 1 BUFFER IMPACTS BRIDGE #66 SITE 1 BUFFER IMPACTS BRIDGE #66 SITE 1 BUFFER IMPACTS BRIDGE #65 SITE 1 SHEET 2 OF 7 BUFFER DRAWING F F F F F F F F F F F F EXISTING R/W RONALD FLEMING EXISTING R/W WOODS WOODS WOODS DEEP CREEK MARY PATTERSON WHITE BRADYJANET WHITE LEGGETT SPIKE IN 15" MAPLE ELEV = 70.10' O/S 51' LT -BL- STA 20+44 TBM-2 54" DIA. CYPRESS DEEP CREEK 1 4 45.00' (LT) EX. R/W (LT) +60 45.00' (RT) EX. R/W (RT) +60 45.00' (RT) EX. R/W (RT) +55.00 45.00' (RT) EX. R/W (RT) +75.00 45.00' (RT) EX. R/W (RT) +56.00 45.00' (RT) EX. R/W (RT) +76.00 TB 2GI TB 2GI TB 2GI TB 2GI 15" 15" 15" 15" BRIDGE EXISTING REMOVE 1 2 4 5tob 2 3 5 BUFFER IMPACTS BRIDGE #65 SITE 1 BUFFER IMPACTS BRIDGE #65 SITE 1 BUFFER IMPACTS BRIDGE #65 SITE 1 BUFFER IMPACTS BRIDGE #65 SITE 1 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HC HC CLEARING DENOTES HAND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY B-5660 WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN M A T C H S H E E T 4 PRM-3 GRAPHICAL SCALE 0'40'40' N A D 8 3 / N A 2 0 1 1 1 5 1 3 SHEET 3 OF 7 BUFFER DRAWING F F F F F F EXISTING R/W EXISTING R/W KENNETH M. PERRY EXISTING R/W WOODS WOODS WOODS D E E P C R E E K DEEP CREEK SPIKE IN 30" GUM ELEV = 70.57' O/S 11' RT -BL- STA 28+92 TBM-1 SR 1100 19.0' PAVED ROADWAY BELLS BRIDGE RD 32 3 45.00' (LT) EX. R/W (LT) +75 45.00' (RT) EX. R/W (RT) +75 45.00' (RT) EX. R/W (RT) +58.00 45.00' (RT) EX. R/W (RT) +78.00 TB 2GI TB 2GI 15" 15" BRIDGE EXISTING REMOVE 234 5 6tob 7 8 9 10tob BUFFER IMPACTS BRIDGE #66 SITE 1 BUFFER IMPACTS BRIDGE #66 SITE 1 BUFFER IMPACTS BRIDGE #66 SITE 1 BUFFER IMPACTS BRIDGE #66 SITE 1 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HC HC CLEARING DENOTES HAND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY B-5660 WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN M A T C H S H E E T 3 PRM-4 GRAPHICAL SCALE 0'40'40' N A D 8 3 / N A 2 0 1 1 2 0 1 8 SHEET 4 OF 7 BUFFER DRAWING F F F F F F 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 6 / 2 6 / 2 0 1 7 Q : \ R A \ 9 5 3 7 \ C A D D \ B - 5 6 6 0 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 5 6 6 0 _ p r m _ p f l - B U F F . d g n j b u r g e s s HORIZONTAL VERTICAL B-5660 50 1002550 10 20510 PRM-5 PROP 25YR = 71.2' PROP 100YR = 72.1' NWS EL = 66.9'PROP 25YR = 71.2' PROP 100YR = 72.1' NWS EL = 66.9' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 50 1410111213 15 16 17 18 19 20 21 22 0 10 20 30 40 60 70 80 90 100 50 0 10 20 30 40 60 70 80 90 100 SHEET 5 OF 7 BUFFER DRAWING 2-6" CAP 2-6" CAP 4'-0" CAP 4'-0" CAP -L- ELEV = 73.81' -L- STA 12+15.00 BEGIN GRADE ELEV = 72.78' -L- STA 20+75.00 END GRADE PROPOSED GRADE EXISTING GROUND 21" CSU 21" CSU21" CSU SPIKE IN 30" GUM BL STA 28+92 11' RT N : 849600 E : 2461587 TBM-1 ELEVATION = 70.57' SPIKE IN 15" MAPLE BL STA 20+44 51' LT N : 849402 E : 2460761 TBM-2 ELEVATION = 70.10' SR 1100 (BELLS BRIDGE ROAD) 1 4 + 4 9 . 6 0 H I G H P O I N T 1 6 + 7 7 . 0 0 L O W P O I N T 1 8 + 3 0 . 1 1 H I G H P O I N T S T A 1 3 + 9 9 + /- (F I L L F A C E ) B E G I N B R I D G E 4 1 0 0 6 5 S T A 1 5 + 2 3 + /- (F I L L F A C E ) E N D B R I D G E 4 1 0 0 6 5 S T A 1 8 + 4 8 + /- (F I L L F A C E ) B E G I N B R I D G E 4 1 0 0 6 6 S T A 1 9 + 0 8 + /- (F I L L F A C E ) E N D B R I D G E 4 1 0 0 6 6 PI = 14+75.00 EL = 74.67' (+)0.3300%(-)0.7532% VC = 130' K = 120 PI = 16+50.00 EL = 73.35' VC = 130' K = 122 PI = 18+55.00 EL = 73.99' (+)0.3111%(-)0.5490% VC = 140' K = 163 DS = 61 mph DS = 57 mphDS = 56 mph DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2400 = 25 = 71.2 = 4054 = 100 = 72.1 = 5000 = 500 = 72.8 = 11-14-2016 = 66.9 EXCAVATION ELEV. = 67.0' EXCAVATION ELEV. = 67.0' BRIDGE #65 BRIDGE #66 RO A D CR O S S I N G B R I D G E PA R A L L E L IM P A C T ZO N E 1 (f t 2 ) ZO N E 2 (f t 2 ) TO T A L (f t 2 ) ZO N E 1 (f t 2 ) ZO N E 2 (f t 2 ) TO T A L (f t 2 ) ZONE 1 (ft 2 )ZONE 2 (ft 2 ) 1 B R I D G E # 6 5 - L - 1 3 + 4 9 T O 1 6 + 3 0 2 1 1 7 1 4 5 2 3 5 6 9 1 B R I D G E # 6 6 - L - 1 7 + 7 1 T O 1 9 + 7 6 1 9 8 1 1 3 5 9 3 3 4 0 TO T A L : 40 9 8 2 8 1 1 6 9 0 9 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 Rev. SEP 2016 S H E E T 6 O F 7 PR O J E C T : W B S 4 5 6 1 5 . 3 . 1 ( B - 5 6 6 0 ) DATE 05/17/2017 N. C . D E P T . O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S H A L I F A X C O U N T Y IM P A C T RI P A R A I N B U F F E R I M P A C T S S U M M A R Y TY P E SI T E N O . ST R U C T U R E S I Z E / TY P E ST A T I O N (F R O M / T O ) AL L O W A B L E M I T I G A B L E BUFFER REPLACEMENT Rev. May 2006 ZO N E 1 (f t 2 ) ZO N E 2 (f t 2 ) BR I D G E # 6 5 - L - 1 3 + 4 9 T O 1 6 + 3 0 1 8 9 7 1 3 4 3 BR I D G E # 6 6 - L - 1 7 + 7 1 T O 1 9 + 7 6 1 5 9 3 8 1 9 TO T A L : 34 9 0 2 1 6 2 WE T L A N D S I N BU F F E R S SI T E N O . ST A T I O N (F R O M / T O ) WE T L A N D S I N B U F F E R I M P A C T S S U M M A R Y S H E E T 7 O F 7 PR O J E C T : W B S 4 5 6 1 5 . 3 . 1 ( B - 5 6 6 0 ) DATE 05/17/2017 N. C . D E P T . O F T R A N S P O R T A T I O N DIVISION OF HIGHWAYS HALIFAX COUNTY Rev. Jan 2009