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Home My WebLink About20140485 Ver 1_Permit Drawings_20140516�O • V w O N O U N U O U See Sheet 1 -A For Index of Sheets See Sheet 1 -B For Convention/ Symbols 11 IL 145 002..... 2� 1 11.;a,d N. 158 ' �^ � 1001 COUNTY LINE V " 2os f�- Y ......, r 1206 1001 PROJECT 1202 1200 i208 DB1- 710025 1207 l C NTY 37, 1200�� - ->•w 'ti ,T`2_13 •'�, .< 114 � �,� 1001 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PERQUIMANS COUNTY TO SR 1212 TO BELVIDERE LOCATION: BRIDGE No. 25 OVER UNNAMED TRIBUTARY TO PERQUIMANS RIVER ON SR 1001 (TURNPIKE ROAD) 7,x7D L' rbD TT7l1 DT1_ DA T7T1►T/' /'D AT1 T1►T!' !'T TA D71D ATT 1-1DATATAflV IETLAND AND SURFACE WATE IMPACTS PERMIT BTATB BTATE PROJECT REFERENCE NQ PROJECT LENGTH Prepared for NCOOT in the office of : N•C• DB1- 710025 I HTATB PROI.NQ P.APROJ.NQ OP2CRIPTION 17BP.1.R.46 N.A. PE 17BP.1.R.46 N.A. RAN 17BP.1.R.46 N.A. UTIL 17BP.1.R.46 N.A. CONST D = WA % TOTAL LENGTH PROJECT DB1- 710025 = 0.065 mi. SIGNATURF, P.E. 7 ROADWAY DESIGN ENGINEER 20 10 0 20 40 T = WA % V = 55 MPH * TTST = WA DUAL WA% RIGHT OF WAY DATE: March 19, 2013 � p'I �45 TO SR 1356 TO NICANOR McLea COMTMACrlNC CCMPA }CO% EMPL OYFF OWNS! „" moffatt & nic PERMIT PLANS BRIDGE 710025 SUBMITTAL : P -137 DATE : 04 /08 /14 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD II — MODIFIED PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared for NCOOT in the office of : HYDRAULICS ENGINEER moffatt & nicno 20 10 0 20 40 ADT 2013 = 570 ADT 2033 = WA DHV = WA % LENGTH ROADWAY PROJECT DB1- 710025 = 0.056 mi. LENGTH STRUCTURE PROJECT DB1- 710025= 0.009 mi. ,,,6 ° :sza NV ®� NOR f�� 2072 STANDARD SPECIFICATIONS PLANS D = WA % TOTAL LENGTH PROJECT DB1- 710025 = 0.065 mi. SIGNATURF, P.E. 7 ROADWAY DESIGN ENGINEER 20 10 0 20 40 T = WA % V = 55 MPH * TTST = WA DUAL WA% RIGHT OF WAY DATE: March 19, 2013 TIM REID, P.E. g �1 a �� ®�' �� PROTECT ENGINEER PROFILE HORIZONTAL (HORIZONTAL) 5 2.5 0 5 10 FUNC CLASS = R —LOCAL SUBREGIONAL TIER LETTING DATE. March 19, 2013 TRENT HUFFMAN, P.E. P.E. NCDOT CONTACT K. ZAK HAMIDI, P.E. TRANSPORTATION PROGRAM MANAGEMENT UNIT PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SIGNATURE: JESSE V'.D.IIRd &UNTII'aEE S. VERONICA & IIRGUUINJ REE 1 � 1 � 1 � 1 � 1 � 1 � 1 � 1 � 1 � f I RETAIN I . . ........ .. . ........ . .. . ........ . .. . ...... . 0p:::.------------------------------------ 18 MDP:L O DYE SU.UII' I: ACE W1100DENOTES IMPACTS IN SURFACE WATER NOTES: 1) Proposed bridge: 1 @45'; OAL =45' Existing bridge: 1 @30'; OAL =30' 20 10 0 20 40 SCALE r� DETAIL A CUT DITCH Not �o me7 FF-I .�o A a �e< sioae D Min D= i Ft. FROM STA.11 -90 TO STA.13 -08 LT -L- RECONNECT DOWNSTREAM 1 's' -- - - - - - -- _ ___ SECTION OF DRIVEWAY PIPE . -- . ---- -- ) n 1 C� I RIP RAP PAD, EST 2 TONS CL B RIP RAP EST 7 SY GEOTEXTILE 19 JULIA P.a, GREGORY U V IIU E ESTATE 9 TCVMY SCMJ TIILLSON I IsISI III / / IIOI I,� I I/ I 111 ! "'00 W I I I I *MI /II I U /I) %I II H/' 01 n OAK �S /31 S 20 ,LAMES SP::L DEN IIROU NTIU3P. E U V..IIF E ESTDVE 9 ,JAMES (EITIa RODNTREE S SU.Dr . IN RAY 0 ODUINTP &EE I I RESTORED FLOODPLAIN I I rl rr> I rrsl�r., I I so I MARINE GRADE SHEET PILING -/ (ADJACENT TO ROADWAY) U$QDIR - TOP ELEVATION = 9.7' 9'0� - MARINE GRADE SHEET PILING (ADJACENT TO END BENT) TOP ELEVATION = 6.9' p �.I, "' lil I Iltl:Tll U AT it JIM 0! a 5 tl BEGIN APPROACH SLAB FOR —L— PROFILE SEE SHEET 5 4 -L- PT STA 12 +84.18 PROJECT REFERENCE NO. PERM. TEMP. 4 RN/ SHEET NO. _4 STREAM STREAM WETLAND HAND IMPACTS IMPACTS IMPACTS CLEARING SITE 1 44 LF 0 LF 0 SF 0 SF TOTAL 44 LF 0 LF 0 SF 0 SF W1100DENOTES IMPACTS IN SURFACE WATER NOTES: 1) Proposed bridge: 1 @45'; OAL =45' Existing bridge: 1 @30'; OAL =30' 20 10 0 20 40 SCALE r� DETAIL A CUT DITCH Not �o me7 FF-I .�o A a �e< sioae D Min D= i Ft. FROM STA.11 -90 TO STA.13 -08 LT -L- RECONNECT DOWNSTREAM 1 's' -- - - - - - -- _ ___ SECTION OF DRIVEWAY PIPE . -- . ---- -- ) n 1 C� I RIP RAP PAD, EST 2 TONS CL B RIP RAP EST 7 SY GEOTEXTILE 19 JULIA P.a, GREGORY U V IIU E ESTATE 9 TCVMY SCMJ TIILLSON I IsISI III / / IIOI I,� I I/ I 111 ! "'00 W I I I I *MI /II I U /I) %I II H/' 01 n OAK �S /31 S 20 ,LAMES SP::L DEN IIROU NTIU3P. E U V..IIF E ESTDVE 9 ,JAMES (EITIa RODNTREE S SU.Dr . IN RAY 0 ODUINTP &EE I I RESTORED FLOODPLAIN I I rl rr> I rrsl�r., I I so I MARINE GRADE SHEET PILING -/ (ADJACENT TO ROADWAY) U$QDIR - TOP ELEVATION = 9.7' 9'0� - MARINE GRADE SHEET PILING (ADJACENT TO END BENT) TOP ELEVATION = 6.9' p �.I, "' lil I Iltl:Tll U AT it JIM 0! a 5 tl BEGIN APPROACH SLAB FOR —L— PROFILE SEE SHEET 5 4 -L- PT STA 12 +84.18 PROJECT REFERENCE NO. SHEET NO. DB1- 710025 4 RN/ SHEET NO. _4 ROADWAY DESIGN L CONSTIRUCTION HYDRAULICS ENGINEER ENGINEER INCOMPLE IrE PLANS DO NOT USE FOR / W ACQUISITION PRELIMINARY PLANS DO NOT USE FO L CONSTIRUCTION McLean CGNTHACffNG COMPANY 1GG9G EMPLOYEE OWNED moffatt & nichol BRIDGE SKETCH (NTS) -L- b N a ZV END BRIDGE -L- STA I3 +45.00 BEGIN BRIDGE -L- STA 13+05.00 b END APPROACH SLAB JESSE D. IIROUNTII'aEE S. VERONICA & RO UNF'FAEE 18 MDF: O DYE SL.UII'ffiI: AC.E RETAIN DENOTES IMPACTS IN SURFACE WATER NOTES: 1) Proposed bridge: 1 @45'; OAL =45' Existing bridge: 1 @30'; OAL =30' 20 10 0 20 40 SCALE r& DETAIL A CUT DITCH pa� D FROM STA.11 -90 TO STA.13 -08 LT -L- �l / '101 I(. I Inln � of I� III r I / II I OAD SI I I u H HA "I OI �' Om/ Z�O� �S /31 S 20 .UUaJES SF:L DEN FAO UNTF2F.E U LIIF'E ESTDAE 9 ,J AM1ES u(EIMIa IITO UNTIREE S. SID. FDr N RAY F O UNTREE 19 JULIA F GREGORY U V IIU E ESTATE 9 TFANY :aQ:FATF F IIV V SPAN I 7 r p 0 FOR —L— PROFILE SEE SHEET 5 112 S `7 0 I I I I C.) I I FDGII'kG� W. II' II DDIIIr;IIC SITE PROJECT REFERENCE NO. SHEET NO. DB1- 710025 4A RN/ SHEET NO. _4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FO L CONSTIRUCTION McLean CGNTHACffNG COMPANY 1GG9G EMPLOYEE OWNED' moffatt & nichol PERM. TEMP. STREAM STREAM WETLAND HAND IMPACTS IMPACTS IMPACTS CLEARING SITE 1 44 LF 0 LF 0 SF 0 SF TOTAL 44 LF 0 LF 0 SF 0 SF DENOTES IMPACTS IN SURFACE WATER NOTES: 1) Proposed bridge: 1 @45'; OAL =45' Existing bridge: 1 @30'; OAL =30' 20 10 0 20 40 SCALE r& DETAIL A CUT DITCH pa� D FROM STA.11 -90 TO STA.13 -08 LT -L- �l / '101 I(. I Inln � of I� III r I / II I OAD SI I I u H HA "I OI �' Om/ Z�O� �S /31 S 20 .UUaJES SF:L DEN FAO UNTF2F.E U LIIF'E ESTDAE 9 ,J AM1ES u(EIMIa IITO UNTIREE S. SID. FDr N RAY F O UNTREE 19 JULIA F GREGORY U V IIU E ESTATE 9 TFANY :aQ:FATF F IIV V SPAN I 7 r p 0 FOR —L— PROFILE SEE SHEET 5 112 S `7 0 I I I I C.) I I FDGII'kG� W. II' II DDIIIr;IIC SITE PROJECT REFERENCE NO. SHEET NO. DB1- 710025 4A RN/ SHEET NO. _4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FO L CONSTIRUCTION McLean CGNTHACffNG COMPANY 1GG9G EMPLOYEE OWNED' moffatt & nichol BRIDGE SKETCH (NTS) BEGIN APPROACH SLAB END APPROACH SLAB --\ -L- STA 12 +89.00 -L- STA I3 +5600 Z b b o b b Q N a ZV END BRIDGE -L- PT STA 12 +84.18 -L- STA /3 +45.00 BEGIN BRIDGE -L- STA 13+00.00 w o� �� N= ��