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Home My WebLink About20170411 Ver 1_900078 Final Permit Drawings_20170405• � � V � � 0 V See Sheet 9A Fo� Index of Sheets See Sheet 98 For Conventlonal Symbols �� '��d� PERMIT DRAWING �I��I��T'�.� ��F �II��I��.,�'��5 SHEET _ OF _ T�A11lCE CO U11lTY LOCATION: BRIDGE 1110. 78 OVER LITTLE ISLAIIID CREEK 0111 SR 1342 (MORGAIV RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE _ (TU/VGST SR 1348 E� M�NE RDl CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. BEGIN STATE PROJECT 17BP5R.64 —L— POC STA10+25.00 BEGIN BRIOGE / � —l— Pl1T CTA 1�17/7/ SITE 1 END STATE PROJECT 17BP5R.64 —L— POC STAlB-�-OOAO i � �' —L— SR /342 (MORGAN RDJ r.�.,�m. � � END BRIDGE —1 — Pl17' CT WETLAND AND SURFACE WATER IMPACTS PERMIT TO NC 39 -- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared an tae o�,�es of� �nnauLres E�vcINEEx 50 25 0 50 700 LENGTH ROADWAY STATE PROJECT 176P.5.R.64 = 0.111 mi. � T��`4y�J�R R T "' "�� ADT 2035= <1000 �,�� 3 �ECOLOGICAL �� V= 55 MPH LENGTH STRUCTURES STATE PROJECT 17BP.5.R.64 = 0.022 mi. — =w�A '_ _ � ENGINEERING �� °�� a PLANS TOTAL LENGTH STATE PROJECT 176P.5.R.64 = 0.133 mi. zot2 sra.vo,anD srEcrFrcnrroNs yt :ID � CLASS = MINOR COLLECTOR RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: � � 50 25 0 50 100 � � SUBREGIONAL TIER NOVEMBER 18 2016 rao�ECT ENc.NEEa �,� � ROADWAY DESIGN PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, EI ENGINEER �� COMPLETE: PROJECT DES7GN ENGINEER �yg p�� ,0 5 � ,0 2� LETTING DATE: LISA GILCHRIST, EI PROFILE (VERTICAL) NcooT wxracr OCTOBER 25, 2017 PE SIGNATURE: �, � Pl Sta ll+/8.57 Pl Sta 18t55.0/ 0= 5 43' S4.7' (LT) 0= 0' 47' 53.6' (RTJ D= 2' 50' 3/.0' D= 0' 37' S8.7' L = 236.87' L = 126J1' T = 118.57' T = 63A6' R = 2,0/6A7' R = 9A52A4' Runoff = l00' Runoff = l00' Se = 4% Se = 4% PERMIT DRAWING SHEET _ OF _ - !� _.. 8L-100 ^—�_ 2i^ " __ �I— � a � DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 SPECIAL CUT DITCH SPEGIAL CUT DITCH RIP RAP AT EMBANKMENT BANK STABILIZATION (Ho�ro smie7 IH i�o s�oial INo�+o s�del INmm s<eie� Fram Fro�� 10'min. 3.0'min. Na�urol 3� �( S�IOPe NaNral ?. 1` o( D�°Pe pikh �� Ground d?'/ p Pa�ve� Grou�d d./ p Po��e� Grode 1.o'min. 2, NWS NWS 4 1.5:1 OR FIATfER 4 ceaiex�ile Min.0=1.0 fT. Gea�a.+iic Min. D-1.0 FT. GEOtEXTILE GEOTE%TILE TYVe ofliner- CLASS IRIP RAP Max.d=2.0 Ff. Type o!l'iner- CLASS B RIP RAP Max.d-2.0 FT. Typc o4 Liner- 18 TONS, CLA55 II RIP RAP iype o( Liner= CLASS II RIPRAP FROM STA.10-50 TO STA.11 I-22 -L- LT FROM STA.11 ��00 TO STA.13-88 -L- RT Gcote.�ac= zo SY FROM STA.14-80 TO STA.78 �-00 -L- LT FROM STA.13-�88 TO STA.14 � 05 -L- RT STA 14+17 L �WEST BANK� $TA 14+35 L (EAST BANK) / � / �I O SPECIAL CUT DITCH\ SEE DETAIL i CLA55 I RIP RAP E5T 125 TON ,EST 180 SY GEOTE%TILE � ITYPJ TAPFR CLASS B RIP RAP E5T 1 TONS EST 5 SY GEOTE: �� 0 � �' W `"; �, `� , �� ,5"J $PECIAL CUT DITCH W�ELBOW$ SEE DETAIL 2 CLA55 B RIP RAP EST 135 TON RIP RAP AT EMBANKMENT— EST 365 SY GEOTEXTILE SEE DETAIL 3 S ITE 1 —BANK STABIIIZATION SEE DETAIL 4 EST 240 TONS EST 250 SY GEOTEXTiLE SITE 1 CL455 B RIP RAP EST 3 TONS EST 10 SY GEOTEXTILE ��_ E SPECIAL CUT DITCH SEE DETAIL 2 CLA55 B RIP RAP EST 185 TON EST 500 SY GEOTEXTILE Of�a ra�E, � �r&R7 ��--------- _ F �— C —_ / �Sf�� ,�F� �n � t CLASS B RIP RAP EST 3 TONS EST 10 SY GEOTE%TILE EXIS7ING CONCRETE SILLS MUST BE COMPLETELY REMOVED SITE 1 USING APPROVED NCDOT BMP METHODS.THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING CONCRETE SILLS AND INSTALLATION OF THE 9ANK STABILIZATION FOLLOWING DETAIL 4 O PROIECT REFERENCE NO. SHEET NO. 178P.5.R.64 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � , � . , ^` T �iEN(O�,INOEEI ING ' "�t " DENOTE$ MECHANIZED CLEARING ��ENOTES IMPACTS IN SURFACE WATER 50' 0' 100' SCALE 25' 0' 50' INSET SCALE END STATE PROJECT 17BP5.R.64 —L— POC STAlB+OOAO THOMAS q. MORGAN FARM � HPe Pe uvv. HIS70RIC PROPERN BL—l02 `. . _--" —_«. . FOR —L— PROFILE,SEE SHEET 5 FOR STRUCfURE PLWS.SEE SHEETS 5—ITHRU S-2l �- e, Pl Sta ll+/8.57 Pl Sta 18t55.0/ 0= 5 43' S4.7' (LT) 0= 0' 47' 53.6' (RTJ D= 2' 50' 3/.0' D= 0' 37' S8.7' L = 236.87' L = 126J1' T = 118.57' T = 63A6' R = 2,0/6A7' R = 9A52A4' Runoff = l00' Runoff = l00' Se = 4% Se = 4% PERMIT DRAWING SHEET _ OF _ - !� _.. 8L-100 ^—�_ 2i^ " __ �I— e.. a � DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 SPECIAL CUT DITCH SPEGIAL CUT DITCH RIP RAP AT EMBANKMENT BANK STABILIZATION (Ho�ro smie7 IH i�o s�oial INo�+o s�del INmm s<eie� Fram Fro�� 10'min. 3.0'min. Na�urol 3� �( S�IOPe NaNral ?. 1` o( D�°Pe pikh �� Ground d?'/ p Pa�ve� Grou�d d./ p Po��e� Grode 1.o'min. 2, NWS NWS 4 1.5:1 OR FIATfER 4 ceaiex�ile Min.0=1.0 fT. Gea�a.+iic Min. D-1.0 FT. GEOtEXTILE GEOTE%TILE TYVe ofliner- CLASS IRIP RAP Max.d=2.0 Ff. Type o!l'iner- CLASS B RIP RAP Max.d-2.0 FT. Typc o4 Liner- 18 TONS, CLA55 II RIP RAP iype o( Liner= CLASS II RIPRAP FROM STA.10-50 TO STA.11 I-22 -L- LT FROM STA.11 ��00 TO STA.13-88 -L- RT Gcote.�ac= zo SY FROM STA.14-80 TO STA.78 �-00 -L- LT FROM STA.13-�88 TO STA.14 � 05 -L- RT STA 14+17 L �WEST BANK� $TA 14+35 L (EAST BANK) / � / �I O SPECIAL CUT DITCH\ SEE DETAIL 1 CLA55 I RIP RAP E5T 125 TON ,EST 180 SY GEOIEXTIIE � ITYPJ TAPFR P R4P �� 0 � �I W �� . \ ir�1� =.-�1-'a'-a ts J $PECIAL CUT DITCH W�ELBOW$ SEE DETAIL 2 CLA55 B RIP RAP EST 135 TON RIP RAP AT EMBANKMENT— EST 365 SY GEOTEXTILE SEE DETAIL 3 S ITE 1 —BANK STABIIIZATION SEE DETAIL 4 EST 240 TONS EST 250 SY GEOTEXTiLE SITE 1 CL455 B RIP RAP EST 3 TONS EST 10 SY GEOTEXTILE E SPECIAL CUT DITCH SEE DETAIL 2 CLA55 B RIP RAP EST 185 TON EST 500 SY GEOTEXTILE Of�a ra�E, � �r&R7 ��--------- _ F �— C —_ �Sf�� .�F� F CLASS B RIP RAP EST 3 TONS EST 10 SY GEOTE%TILE EXISTING CONCRETE SILLS MUST BE COMPLETELY REMOVED USING APPROVED NCDOT BMP METHODS.THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING CONCRETE SILLS AND INSTALLATION OF THE 9ANK STABILIZATION FOLLOWING DETAIL 4 O PROIECT REFERENCE NO. SHEET NO. 178P.5.R.64 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � , � . , ^` T �iEN(O�,INOEEI ING ' "�t " DENOTE$ MECHANIZED CLEARING ��ENOTES IMPACTS IN SURFACE WATER 50' 0' 100' SCALE 25' 0' 50' INSET SCALE END STATE PROJECT 17BP5.R.64 —L— POC STAlB+OOAO THOMAS q. MORGAN FARM � �Pe Pe uvv. HIS70RIC PROPERN BL-l02 `. . _--" -_«. . FOR -L- PROFILE,SEE SHEET 5 FOR STRUCfURE PLWS.SEE SHEETS 5-ITHRU S-2l WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+02/14+72 -L- @70', 1@45'; 24" CORED SLA < 0.01 BANK STABILIZATION < 0.01 54 TOTALS*: < 0.01 < 0.01 54 0 0 *Rounded totals are sum of actual impacts NOTES: � k 11�;11�� <14' North Carolina Department of Transportation SL[?1'llitYcl�PP � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.S.R.64 TIP No.: County(ies): Vance Page 1 of 1 General Project Information WBS Element: 17BP.5.R.64 TIP Number: Project Type: Bridge Replacement Date: 7/8/2016 NCDOT Contact: Galen Cail Contractor I Designer: Reid Robol, PE - Ecological Engineering Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Car , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: rrobol ecolo icalen .com CitylTown: Oxford Count ies : Vance River Basin s: Roanoke CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.114 Miles Surroundin Land Use: Forest, agricultural, and rural residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.4 ac. 0.5 ac. Typical Cross Section Description: 2@ 11 ft lanes, 5.75 ft shoulders, with total bridge width of 36 ft and total bridge length 2@ 10 ft lanes, 2 ft shoulders, with a total bridge width of 202 ft and total bridge of 115 ft. length of 106 ft. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1620 Year: 2025 Existin : 810 Year: 2012 General Project Narrative: State project 176P.5.R.64 involves the replacement of the existing NCDOT Bridge #900078 on SR 1342 over Little Island Creek. Bridge #900078 consists of 1@17'10", (Description of Minimization of Water 1@17'6", 1@1T9", 1@17'6°, 1@17'9", 1@17'6°; Timber Deck on Steel I-Beams on Timber Caps and Timber Piles. The proposed bridge consists of 1@70', 1@45'; 24" Cored Quality Impacts) Slab with 4'-0" caps. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent stream. Rip Rad pads will be utilized to dissipate the energy. Deck drains are not required for the proposed bridge. Waterbody Information Surface Water Body (1): Little Island Creek NCDWR Stream Index No.: 23-4-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative)