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Home My WebLink About20160110 Ver 1_FINAL Stream Permit Drawings_20160204HlghWc'ly North Carolina Department of Transportation � StOY17]�rV�lteY ,,,,,,_,,, Highway Stormwater Program ��°�� STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.47 TIP No.: DB5-910132 County(ies): Wake Page 1 of 2 Generel Project Information WBS Element: 17BP.5.R.47 TIP Number: DB5-910132 Project Type: Bridge Replacement Date: 11/3/2015 NCDOT Contact: Galen Cail Contractor I Designer: Kimley-Horn & Associates Address: NCDOT Hydraulics Unit Address: 3001 Weston Parkway 1020 Birch Ridge Drive Cary, NC Raleigh, NC 27610 Phone: 919-707-6711 Phone: 919-677-2153 Email: gcail@ncdot.gov Email: jason.lawing@kimley-hom.com City/Town: Wake Forest Count ies : Wake River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 0.36 Miles Surrounding Land Use: Urban Proposed Project Existing Site Project Built-Upon Area ac.) 3.7 ac. 2.8 ac. Typical Cross Section Description: 5 lanes total with 3 lanes 11' wide and 2 lanes 13' wide with 2'-6" curb and gutter, 8' berm 2 lanes 11' wide with a 12' striped median, 4' paved shoulder and 2:1 side slopes. with 6' sidewalk and 2:1 side slopes. Varies. Necks down to 2 lanes 11' wide with paved shoulders at bridge. 3 lanes 11' wide with paved shoulders and additional turn lanes in other areas. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 17,300 Year: Existin : 5,600 Year: 2009 General Project Narrative: Replacement of Bridge #132 on Rogers Road over Smith Creek and replacement of culvert on unnamed tributary to Smith Creek. The existing bridge will be replaced with a (Description of Minimization of Water single span 100' long by 76.58' wide bridge constructed with Type III prestressed girders. The existing 2@ 92" wide by 72" high CMP arch pipes will be replaced with a 1@ 15'- Quality Impacts) 4" wide by 6'-5" high aluminum box culvert with headwalls. The proposed drainage systems were designed to outfall outside of buffer zone 2(where practical) to allow water to either sheet flow or flow in ditch prior to entering the buffer. Waterbody Information Surface Water Body (1): Smith Creek NCDWR Stream Index No.: 27-23-(2) NCDWR Sufface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: biological impairment Aquatic TB�E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Includes Brid e Spanning Water Bod ? Yes Deck Dreins Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A 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 justificatio� in the General Project Narrative) General Project Narrative) ,� North Carolina De artment of Trans ortation / � Hi�h�� y p p St01"(1lW0tPi Highway Stormwater Program STORMWATER MANAGEMENT PLAN �"'�� • � (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.47 TIP No.: DB5-910132 County(ies): Wake Page 2 of 2 Additional Waterbody Information Surface Water Body (2): Unnamed Tributary to Smith Creek NCDWR Stream Index No.: N/A NCDWR Surtace Water Classification for Water Body Primary Classification: None Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? Comme�ts: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) Surface Water Body (3): NCDWR Stream Index No.: NCDWR Sufface Water Classification for Water Body Prima Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T8E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Surface Water Body (4): NCDWR Stream Index No.: NCDWR Surtace Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Surface Water Body (5): NCDWR Stream Index No.: NCDWR Sufface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic TB�E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Dreins Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) 0 a � 8 � N 9 0 � � i Q � Y � 0 N � � N M O V .. � V � � O V See S/�et 1-A For Index of Sh�ets See Sheet 1-B For Conventional Symbo/s � ; . - � , '�_ ,', i F � � , . : �� — T ' ee � gR w_ � y� -�_ � s� 2 I pUS��v C0.EEK , £ P I � . I Sy � y�'! . �,F .- i `� '` � ep� i � SR2o51R� __ `\__ y _ , �a � ,i� PRO)ECT , �ocnnorv �,� - �N ,, _ �o� � , , � � _ ��- � �� _ � � _ �� -_ , ' _ _ _ -1 �� WAI�E CO U1�TY LOCATION: BRIDGE 1V0.132 OVER SMITH CREEK ON SR 2052 (ROGERS RD) TYPE OF WORIt: GRADIIVG, PAVING, DRAINAGE, AND STRUCTURE WETLAND AND STREAM IMPACTS [� T7'T. 7 "�O tic �`�'�'s,�p�'�o s� \°o, �� T A i_______________________________________ ________ X B . B Y 2 � PERMIT DRA WINGS ------------------------ BRIDGE # 910132 SUBMITTAL # 5-149 R2 SUBMITTAL DATE: OUlS/!6 BLJTHE PERMIT DRAWING SHEET 1 OF 9 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABUSHED BY METHOD III THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAKE FOREST Kimley �'DRAULlCS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH p�xs P�p�n�D FOR �>> Horn 50 25 0 50 100 ADT = 17,300 VPD THE NCDOT BY: °"' �� o�� DHV = 2012 STANDARD SPECfFIC.3T70NS �Y �� p PIANS 6 � LENGTH ROADWAY PROJECT DB5-910132 = 0.341 JEFFREY W.MOORE,P.E. P� � e 50 25 0 50 lOa T— b% RIGHT OF WAY DATE: sfcxnn�xE: � g PROJEC7 ENGINEER '� ROADWAY DESlGN ENGINF,F.R � o V= 45 MPH LENGTH STRUCTURE PROIECT DB5-910132 = 0.019 �,� � MAY 21, 2 013 ELIZABETH LYNCH A.E. �� a@ PROFILE (HORIZONTAL) TOTAL LENGTH OF PROJECT DB5-910132 = 0.360 rno�cr nes�cN ENcrv'EFn °�°�' ��' FUNC CLASS = RURAL oF p�A�me l0 5 0 io 2o LOCAL LET7TNG DATE: SUB—REGIONAL TIER MAY 21., 2013 K ZAK HAMIDI, P.E. NCDOT CONTACT P.E. PROFILE (VERTICAI� sicNnraxF: O > � a g 4 s � O ;�t — cR 1� r cR i�l a \�� [ 7 � cR STANDARD 'V' DiTCH / CLAS B' PEiP RAP EST 20 70NS RIP RA .EST 2 Sv FD SEE DETAILM 3, SHEEEET 2-B SEESDE7pAIL 2Qp5 EEST 2 B�ON,S�� mT I SY SEENDETAI�N�.S�HEET�'IFgST�45 SgY�GFD AP 132-2 �ATERAL 'V' DiTCH V1.i CLASS 'B' RiP RAP EST 7 TONS RIP RAP, EST IS SY GFD � SEE �ESTAILg 4, SHEET 2-B ES777CSYON.�DRA2 ?ONSET ZO OO C RE1AiN CB'S �E� � \ F _ F � Ek6b�Js NI�� F � r�, �� R � �� 1 c cR ' L'I� ii CB,��„�„ �„ r � � I I 24" RCP-N I I I I I I ii / l \ / / ��GX REMovE �EVE� sPaEnoER allo 132-5 16 L.F. OF EXISTING 24' HDPE TIE PROP TBJB �/ MN � INTO ExISTING PI E N �� SITE 1 � \ PLACE CLASS II RIP RAP / GFp FROM TOE OF SLOPING ABUTMENT TO EDGE OF REENwAY PATH � � ES7 130 TONS � � EST i4D Sv GFD SPEQAL LATERAL 'V' � � �IiCH. SEE DE7AIL 5, lL7 T E�— SHEE7 2-B W \9dBH Di � E--E v�i i5' F� - _ — — — _ _ C C W RCP ui; i Rcwnr � -- _ - _- - - w — - cn ce o� > + N V � Q � i5'RCP-iV CB � i5'RCP-� �/1 J ��. .�� \ ..\ I � lJ � J i }�� ♦, . al 1 a __ 1 a�� '� ��ii--u� >s� ��F �� R ,__--F `� �F 50_ � v � �. -+i0-__-_---_-_-�__-_ R_--__F2 � � ' �R � � E=�5� �I ,� '��, � '' � - � ' � � � _ _ _ _ _ _ - �� z � I�� .� e� �� GLASS II RIP RAP \ ti TO ELEV.230.0' Q RETAIN RIP RAP EMBANKMEN7 � cS7Rl1CTURES \\ � PRO7ECTION � PAY ITEM, 1YP7 A� � CLASS IIRIP RAP, \ ES7 i80 TONS �� ESi 200 SY GFp s� -_SEE DETA4 2, � � �� SREET Z$ F2YP) � Te �A _— — �d A`@� v oA �� \ e' ROCK PLAiiNG EAiS(iN�BR+pGE�' � �� CLASS 'll' RIP RAP �/CFD ExCAVAiION �� SEE SiR C7 RA � e � �� „� ,,,,��„�� ,�� o -L- Sto.15+05.00 ELEV = 245.90' � I rlE PROPOSED � , �, PAVEMENT TO EXIST ; � w 260 � � � � �, g � � 2so � 0 o` _ � 240 0 � m � � 230 � -- � 22� � - -- � N 0 b ��O _-_ ___ 0 � J � -_--- _ - Y 2OO 190 -L- Sto.15+83.00 ELEV = 24/.68' P/ _ /7t0 EL = 23E VC = 25C K=66 DS = 40 L5:iSLOPES U U L B a� � s EST i55 iONS PLANS, irP� �z� , �s�� A EST i65 SY GFD � � � � � ` � � � �� SEE DEiAiL 4 SHEET 2-B � ,� � ___ �\ �� 132-3 `` � �� 132-I �8�� RCP-�v Bz � s • � ��z z� \�'F�ti . �� \ CL STA 20+95.00 -L- �@ioa iYPE lll PRESiRESSED GIRDER CL ELEV = 233.73' SKEW = 75 PROPOS_FD lG' �oN� �R�EN�tir END BRIDGE -L- Sta.2/+45.00 - ELEV= 233.42' �.:b�-H+b��-� . i I BRIDGE 970732 PERMIT DRAWINGS � PROJECT REFERENCE NO. $HEET NO. D85-910132 4 ROAOWAY DESIGN HYDRAULIC$ ENGINEER ENGINEER � BL�J- THE Kimley>>> Horn ��ENOTES IMPAGTS IN SURFACE WATER �OENOTES TEMPORARV IMPAGTS IN SURFACE WATER PERMIT DRAWING SHEEf 2 OF 9 1� 1 ' ' 1 � . � ��•� � �� . .., � � ��•i � ......... ................................... � � �• � � � ' 6a��€��I��I:�aaaaa�� I�E�:@:�aaa��1@E�:@aaaa��: �, : � „ . , ,,., . , ■■ ■ ■ ■ ■■■■■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■■■■ ■ �• :��. - �: �• ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■ ,�� ; ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■ eege�aem��e�aee�eg� aem�eeeee�e�eee�ac�9CC�CCCC��e �, : , �, •.', , �'' , ,'.',, .'' . � gee��em� . me:e��:::::�eEe :e:�eE:��:BeE:e:e� e � � : . � .. . .... . ..... � ::::::::: ::::::::� ::::::::: ::::::::�::::::::: : � . , , � �� ' . �, , ,� ., eee:eaee� e aee�e e aee�e�:ee e�e» ae mee:eaee�e : �� E�a:E�aa�� :��:a:��E�aa��a:E: a:�a:�a��6E�:E�:a:� : .. , , .. : . . �, .. , . , , ;:::::::::�E::::::::�E:::::::::E::::::::�:::::::::�E: � �� , � :: •. � - - _ - - _ _ f -J0.6269% f -1pb269% � ��j_�: � ' ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. --. - - - -._ -_-.-.- -� - �-� — � � — � r+l 052'/. . —�+) l55% BEGIIy SPECIAL J � � BEGIIy SPECIAC DITCH GRAOE Lr I tl�+ , + � �-rl ��i DITCH GRADE L� -L- STA 22+50 ,g i -- - - -�- sra 2a+oa.ao ,; �, ; ; ' � E�v = 2z�.so ��w: � _. � BRIDGE HYDRAUUC DAT A ; .. _ - . - . - - . . - � � N j - -- +10.43 £ND SPEC/AC r^ '� DESiGN DiSCHARGE = 4500 CFS BM_2 �iTCli GRADE L7 � � -L- STA 2/+80 J W �� - �ESIGIy FREOUEIyCY = 50 YRS i- - -L- STA 17+62.04 c = � DESIGA/ hryy ELEVATION = 229A FT � � BASE D�SCHARGE = 4900 CFS OFF 83.34' RT � gM-I '� ELEV. = 229.61' % ENo sPEc�ac ---- - BASE FRED[/EN�" _ l00 YRS -L- STA 21+q7,g5 ', _ BASE N}� ELEVATIOIy = 229J0 FT N 800939 E 2145182 DiTCn GRAOE �r OFF 109.54' RT ' R/R SPIKE SET IN 16' PINE -t- STA 20+65 OVER70PPNyG DISCHARGE _ 10000 CFS / = I NORMA� +I; ELEV. = 222.35' ry OVERTOPPlly6 FREQUEIyCY =)500 YRS yV.S.EI. = 2i6.6 B£Glly SPECIAL o ExiSiiNG N 800654 E 2145416 OVERTOPPdyG ELEVATION = 23/22 FT PRo osEq 3s"saN�rv�Y � D?CH GRADE LT eRiDGE R/R SPIKE SET i, DATE OF SURVEY 0//l6/2U14 ENCA EiENT�resorHER � -c- STA 20+gp,pp IN 12" T�IN OAK �� '� ELEV = 2�650 y�.5. ELEVATlOIy AT °ATE °F S�,�EY = 2,6� Fr —L — ROGERS RD (SR 2052I SrR��T�RE EX�A�AT�oN 16 17 18 19 20 21 22 23 24 2; 240 230 220 2�0 20� �n��, �n� 190 � � ��c cR O j'L� > a �� cR � ��\�:��. � � ��' � � 0 0 g 4 260 � cR STANDARD 'V' DiTCH / CLAS B' PEiP RAP EST 20 70NS RIP RA .EST 2 Sv FD SEE DETAILM 3, SHEEEET 2-B SEESDE7AIL 2Q5 EEST 2 B�ON,S�� mT I SY STdNDz5AR7p ptTCH y�/ CLd55 'A�RIP AP� �32-2 SEE DETAI�N� S�HEETv� B r as sv�cFo �ATERALp'V' DiTCH �'yp/ CLASS 'B' RiP RAp SEE �ESTANS4R�SHEET �2 gT i5 Sv GF`� ES777CSYON.�DRA2 ?ONSET ZO OO G RE1AiN CB'S �E� � � g y�/ F � F � E-t6b�'S �° ��1� .'t: ,� �,�i,J'�. ��R �� `l � � �R :',�'i� ,,, CB,��„�„ �„ r � � I I 24" RCP-N I I �� I I ii / l \ / / ��GX �, ��`� E�� '\ , r ��►.►� � ��-� REMovE �EVE� sPaEnoER allo 132-5 16 L.F. OF EXISTING 24' HDPE g TiE PROP 78JB �/ MH �(1 WTO ExiSTWG Pi E N �� SITE 1 � \ PLACE CLASS II RIP RAP / GFp FROM TOE OF SLOPING ABUTMENT TO EDGE OF REENwAY PATH � � ES7 130 TONS � � EST i4� Sv GF� SPECiAL LATERAL 'V' � � �I7CH. SEE DE7AIL 5, lL7 T E�� Sh'EE7 2-B W ,J �—_ � \ MBhi D/ � E E �5' F -- c l'V C W Rca-ui , acwm � - - - -� -- _ - �_ - cW`n ce o� > + N V � �n Q � i5'RCP-iV CB i5'RCP-i �/1 J T - - - F - - - - - - F-�,- — - - R- F- - -F z J J cr, � R� -- � � 11 � -�� _--_----�1 L � I�I �\. � � GLASS II RIP RAP \ ti TO ELEV.230.0' Q / RETAIN PoP RAP EMBANKMEN7 �S7Rl1CTURES \\ � PRO7EC7�ON �� i PAY ITEM, 1YP) A� � CLASS IIRIP RAP, �V � � ES7 i80 TONS \ ,' EST 200 SY GFD A �s� �A � -_SEE DETA4 2. \ SREET Z$ FLYP) ;� �� "�` "a �\ 1 - -•�`�c�''"i � `�� 'oA �� \ ti ROCK PLAiiNG EAiSiiN�BR+pCE�' g� , �� /� ' . �. �-� -� i � �� ----- CLASS'll'RIP RAP �/CFD ExCAVAiION � �� , �� - cSEE SiRUCTURAL ' ea, ----'� �� L5:iSLOPES a s . l� � � \ EST i55 iONS PLANS, irF� Zz. ,' � Sr, - � EST i65 SY GFD � � � � SEE DEiAiL 4 SHEET 2-B � � � � � �� , ; \ �� ``_ \ 132-3 `` � � \ \\ 132-I �8�� RCP-�v 8z s � � �� z� ��F�ti �� . � � �\ -L' JTOJJ*V7.VV ELEV = 245.90' rlE PROPOSED PAVEMENT TO EXIST � ! g I� � � 250 � 0 o` _ � 240 0 � m � � 230 � -- � 22� � - -- � N 0 b ��O _-_ ___ 0 � J � -_--- _ - Y 2OO 190 -L- Sto.15+83.00 ELEV = 24/.68' P/ _ /7t0 EL = 23E VC = 25C K=66 DS = 40 CL STA 20+95.00 -L- �@ioa iYPE lll PRESiRESSED GIRDER CL ELEV = 233.73' SKEW = 75' PROPO�_FD lG' CONC GRrENINAY END BRIDGE -L- Sta.2/+45.00 ELEV= 233.42' BRIDGE 970732 PERMIT DRAWINGS � PROJECT REFERENCE NO. $HEET NO. D85-910132 4 ROAOWAY DESIGN HYDRAULIC$ ENGINEER ENGINEER � BL�J- THE Kimley>>> Horn ��ENOTES IMPAGTS IN SURFACE WATER �OENOTES TEMPORARV IMPAGTS IN SURFACE WATER PERMIT DRAWING SHEEf 3 OF 9 1� 1 ' ' 1 � . � ��•� � �� . .., : � i � • � ��•i � �: i ; ■■■■■p■■■■ ■ ■■■■■ ■■■■■■■■■■■ ■■■■■ ■■a■p■■■■■■■■■ ■ � �• � � � 6C�'C�'��I:��CB�C�� '��E�:€:�B�C�'��'�11E�:€�CO��: �� ; �� •� , � �� ■ ■ ■ �� ■ ■ ■ ■ �� ■ ■ ■ ■ �� ■ i• :�i. - �: �• ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■ ,�� ; ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■ ,... eege�aem��e�aee�eg� aem�eeeee�e�eee�ac�9CC�CCCC��e �, : , �, •.', , �'' , ,'.',, .'' . � �E�egee��em� . me:e��:::::�eEe :e:�eE:��:BeE:e:e� e � � : . � I ��■�� ■ �� ■ �� ■ ■ I��■�� ■ �� ■�� 1� 1 1' 1•� '1 1 1 •1. ICCC CCC:CCCC� C CCC�C C CCC�CT.CC C�C» CC 9CC:CCCC�C : '' ' '' " iE9e�Ee�eE9e99� e�9e9ee�?E9e99e�eEe 9ee�e��e�6E�eE9e9e� e .. , , " ` , . ', ,. , . , � �:::':::::::::�E::::::::�E:::::::::E::::::::�:::::::::�E: � �� , � :: �. :b�-H+b��-�� •. � - - _ - - _ _ f -J0.6269% f -1pb269% � ��j_�: � ' ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. --. - - - -._ -_-.-.- -� - �-� - � � - � r+l 052'/. . -�+) l55% BEGIIy SPECIAL J � � BEGIIy SPECIAC DITCH GRAOE Lr I tl�+ , + � �-rl ��i DITCH GRADE L� -L- STA 22+50 ,g i -- - - -�- sra 2a+oa.ao ,; �, ; ; ' � E�v = 2z�.so ��w: � _. � BRIDGE HYDRAUUC DAT A ; .. _ - . - . - - . . - � � N j - -- +10.43 £ND SPEC/AC r^ '� DESiGN DiSCHARGE = 4500 CFS BM_2 �iTCli GRADE L7 � � -L- STA 2/+80 J W �� - �ESIGIy FREOUEIyCY = 50 YRS i- - -L- STA 17+62.04 c = � DESIGA/ hryy ELEVATION = 229A FT � � BASE D�SCHARGE = 4900 CFS OFF 83.34' RT � gM-I '� ELEV. = 229.61' % ENo sPEc�ac ---- - BASE FRED[/EN�" _ l00 YRS -L- STA 21+q7,g5 ', _ BASE N}� ELEVATIOIy = 229J0 FT N 800939 E 2145182 DiTCn GRAOE �r OFF 109.54' RT ' R/R SPIKE SET IN 16' PINE -t- STA 20+65 OVER70PPNyG DISCHARGE _ 10000 CFS / = I NORMA� +I; ELEV. = 222.35' ry OVERTOPPlly6 FREQUEIyCY =)500 YRS yV.S.EI. = 2i6.6 B£Glly SPECIAL o ExiSiiNG N 800654 E 2145416 OVERTOPPdyG ELEVATION = 23/22 FT PRo osEq 3s"saN�rv�Y � D?CH GRADE LT eRiDGE R/R SPIKE SET i, DATE OF SURVEY 0//l6/2U14 ENCA EiENT�resorHER � -c- STA 20+gp,pp IN 12" T�IN OAK �� '� ELEV = 2�650 y�.5. ELEVATlOIy AT °ATE °F S�,�EY = 2,6� Fr —L — ROGERS RD (SR 2052I SrR��T�RE EX�A�AT�oN 16 17 18 19 20 21 22 23 24 2; 240 230 220 2�0 20� �n��, �n� 190 Z O > � 132-5 � * RETAIN 18' RCP� N REMOVE/REPLACE CB SPEC14L LATER4L 'y' DITCH TIE TO ExiSTiNG 18' I� SEE DETAiL 5.SHEET 2-B PWG FILL ANO ABANDON i8' RCPI � Hi ti W � F',4 W - - - - � _ � � � � CB CR CR B + � N Q � N CB C I J � 18' 15'RCP_ly _ _ _F _ - - _ F _ � � E Y\ LCLAS$ 'B' RIP RAP � EST�3TTONSTECTiON ''\ EST i0 Sv GFD /32-3 C�LASSTIIRIP F�AP�fBAN $v0�LN15 ESi 20 TONS ES1 20 GFD SEE DET4iL 7, SHEET 2-B y 280 a � � � 0 W 270 � � � � w � 260 U �j O D S M1NS ��O O m P� � EL y 240 KC a OS � m 230 - - °' (+105E � N O 0 0 220 � � Q � Y 21� 200 � 0 N Q � 25 CL�ASS5C RI�N��.PMe�R�sMo�LYI SEE �ETAo�7,SHEET 2-B rALUM��M Bp% CULyERT STRUC URE N0.30 CL gTA 27+25 -L- SKEW - 102' SPAp = i5'-4': RiSE = 6'-5' ENGTH = n2.5' i y iN 222 5 iNV OUT = 220.4 B RIEO ' ADyyALLS UP A � DO�tiSTREYiM C ASS I RIP RAP J;'� ��EOF L2 ISPONSECTi� T 3 SY GFD REM VE i9 LF � SITE 2 �� I 132-6 � , REMOyE BLiND JB. q�l �I �f 30' RCP. AND FES t�°� I��. �SHEEDE2ABC60N �Ili 45 SY PSR�) / I� RgTA�N ,H 35FAPT � � RE, � TAi�CB AN� 36'RCP � p°/ REMOyR i0 gL.F.3gM'RCP .. ^ nI. c�e�`"� I�TOPEX $TING�PIPEH �. '-J Lv ! � / y� / � .. F - F _ , . / E J� . ,. . -F� _ z _ �/ _ � _ ` ` ` . 6' RETAIN MH RETAIN �iH • ' - \ - - - RETAIN 24' RET41N 24' IIICe TIE PROP CB INTO A D PPE E%iSTiNG 36' SvSTE�A RETAiN 36'�� REMOVE AN� REPLACE RETAIN 42' JB �/ TBJB �'/ �HCg �. P_� i5'R P-�V CF _ y,_ I — _ — � \ \ F E '42T4,�, �/F Br� aZ� � i � ° F s! ) af , � : '�`\ %¢ � �' \ e �, 0E \ SEE S}lE T 6 FOR, ;r!r �ARGE�ENT OF m` \�... dM�'ACT bREA ��oz , �� e�. � .11 I // 132-7 � f�(1 E�T�IOK TONNSRPROTECTION �BQNKS ON�Y� EST 20 �SY GFD SEE DET iL 2, SHEET 2-B — — — — — — — — — �� F-' H E F E7=E�E ' _ ca �.. � F � — � /�� _... ..� � \ - 132-9 � \ , \ �yE N�' / .`\...�...�... /� /� �� __-- PROIECT REFERENCE NO. SHEET NO. BRIDGE 970I32 DBS-970732 5 ROADWAY DESIGN HYDRAUUGS PERMIT DftAWINGS ENGINEER ENGINEER " ¢i � � �� , i'N I e �a ; � p j I p, � �� J\ � �_ REiAM �� . s�� A - CR _ CR CR �R � � BLJTHE Kimley�>>Horn �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACT$ IN $URFACE WATER PERMIT DRAWING SHEET 4 OF 9 -L - RO�ERS RD (SR 20521 26 27 28 29 30 31 32 33 34 35 36 280 : 270 260 L J O 240 230 220 2�� 200 PROIECT REFERENCE NO. SHEET NO. /32-5 BRIDGE 970I32 DBS-970732 5 Q ROADWAY DESIGN HYDRAUUGS V IN�ET CHAN NEL �MPq yEME TS PERMIT DftAWINGS ENGINEER ENGINEER N RETAiN i8'RCP� EESSTS��IRODSAP tBARKS O�LYI M SITE 2 I � SEE �ETAiL 7. SHEET 2-B �4��. M ALUM�N�M Bp% CULyERT I�'' i� STRUC7URE ry0.30 /32-6 ��i, CL gTA 27+25 -L- REMOVE/REPLACE CB SKEW - i02' REMOyE BLiND JB. � � �f� � �q}o�%` SPEC14L LATER4L 'y' DITCH TIE TO EXISTING 18' SPAp = i5'-4': RiSE = 6'-5' 30' RCP. AND FES ��', I�-. � t� SEE DETAiL 5. SHEET 2-B ENGTH = n2.5' - i V i�y 222 5. iNV OUT = 220A ��,�' ��I � � a'�,�� _ PWG FILL AHO RiED i' HEADyyp�LLS UP �D DO�tiSTREYiM 70E PROTECTiON � � P �� ABANDON i8' RCP I SEE DETAiL 6. , C ASS I RIP RAP 0 TLE PROTECTiON SNEET 2-B � �� ii� , �g 45 SY PSR�) �� RCP-m E T 3 S��GFD RETAiN� � - ' � `,;,N / RE� VE 19 LF J8 �/MH \� 35FAaT � � �'= � m 0,` OF iST RETAi�CB A�� 36'RCP � ,� ��, e��'�' . � B��TH E 36' RC REMOyR i0 BL. 36M�RCP i a ` W 0 1� y rIe I�jTOPEXSTING�PIPEH ,_.�� '_��—I�. N /_c`'c,.,�_-_- �� '�_ � i,t?� - F F � E ' � -J� REiAIN Fi - - - z - - -� - � i E � �� N�_ � �� - - - 6' RETAiN �Iti RETAIN MH Ca �� =E"". • RETAIN 24' RETAIN 24' CR K�mley�>> Horn � CR CR - * CB B IIICe TIE PROP CB INTO A D PPE A D PIPE � EXiSTiNG 36' SvSTE� N O� � RETAiN 36'�� RE�OVE ANO REPLACE N CB C RETAIN 42' JB �/ TBJB �'/ �HCg �. P_� j � i5'R P-�V B i5'RCP-ry B KJ �p — °�- - � CR —_ I 1e• � \ _ 15'RCP_ly i R / F er - F -___ _ __ F- �� cR CR � e. _ _ _ F _ _ _ _ F _ F ' . F E 2T4i�, � ' aZ� �?�E E��E�E F - � Ca ��. � - �.. J � ° F � /../�� _... �... � .. - 1 al _ �: E i 15 ar \ � � � � ',� '�`� �-� \.. / \' �. � e � a , , •� � �� SEE S}lE T 6 FOR, � -� , s �s g� ARGE�ENT OF \�... d1�f�ACT �iREA ��oz � 0, \ 132-9 CLAS$ 'B' RIP RAP � c OUTLET PROTECTION � �g 1 � �� DENOTES IMPACTS IN � EST j TON$ �� `� \_ z �'� \ / +'i'i�':' � SURFACE WATER � EST i0 Sv GFD , ° ,�� ` � /32-3 \ � � �yE N�' � DENOTES TEMPORARY � O � 11 ��. �. :_,;.�`�'' � IMPACT$ IN $URFACE WATER 3 ESi520 � T NS AP� BANKS� O�iNis �/.. 132-7 �...\...�__�. / �: �. ;; '� I � �. E ES1 20 GFD f(( Q SEE DET4iL 7, SHEET 2-B D ' c A 5N �MIpEIP RAP PERMIT DRAWING E�B�iOK TONNS PROTECTiON �BQNKS ON�Y� � i �� SHEET 5 OF 9 EST 20 �SY GFD p SEE DET iL 2, SHEET 2-B m y a c .� 9 280 280 � HY RAUUC DATA � ALU�II U BOX CULVERT 0.30 - � . . SP� = l5' 4'.RISE - 6'-5' �' � ' ' ' ' - -- - . W 2 7O DESIGN DISCHARGE 4/0 CFS I�! EL - 3 5�� 2]0 � - - - ---- - = DESIGN l-ry�E�EVATIOH = �8A T '�_ - - - - - -- _ - -- - - Pl = 33+20.00 VC = 80' . � - - _ - _ � BASE DISCHARGE 460 CFS EL = 252.29, K= 46 �� -' I BASE Hy� ELEVATIOIy 22838 FT VC - 120, 05 = 90 �PH �+152615� � 260 -- --- --- I� - -- -- - -- - ---- - - - --- - - - - - - -- -- - >soa rRs K = so , 260 j OVERTOPPI�EDISCHARGE - � CFS I .. - - - - OS = 95 MPH - - - - - - - - o , OVERTOPPIA/G FRE�(lEA/CY - � , +)T�0% - o OVERTOPPIIyG ELEVATION = 23/94 FT _ � � = OATE OF SURVEY 0l/l6/20/4 Pl = 30+30A0 ' JI M 25� - y�S.E�EVATIOIy EL = 236.32' � -- - - - - - -- - - 25� � � _ , � � � AT OArE OF SURVEY = 2235 FT = ' p69 '� _ m Pl = 25+55A0 -- KC- 106a �- l+)55 � _ -- -- --- --- - - - _ -- - - - -- - - - � EL = 230.85' DS = 50 MPH -- - - - - - y 240 KC= 89� i E O GRA�E � 240 a OS = 45 MPH � , 9� ___ - - --- - - - -L- Sta.34f85.00 -- -- - - --- -- - - - - � l+)5.�p6 - , - - -- ELEV = 2627Y - - - - - - o f+lIJ516% ' V ly TO EXIST _ - - - -- - - �; i+io52Y. f )IJ516% , � - -- - - -- -- - - - -- - -- - - - PA EME TOSED - -I - -- -- - - --- -- - - - - 230 m 230 — + -- - I� - - - - - - N�I . _. _ __ _- _- - _. _- __ _ .i . i - _ __ __ .'� �. o _� . . , ��,_�. _ . �:.. �. �.-. ,: . �,.., _. i_ . . . . o. . . � � . �. . , _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 220 � _f � _ _ _ _ _ _ _ _ _ �. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.__ _. . . ,..-. . , ... i . 220 Q END SPEC/Ac i� %�UMINUM BOX CULVERT � arCH GR,aoE LT ' �� SrRI/CTURE NO.3O _ _ Y -�- sra 2s+5o.o0 ' 210 � _ � � - I� - -- - - - -- _ - -- - - - _ - -- - - - -- _ - ---- - - -- _ - -- - - 210 � � , , , , , , , , ,_ , I _ _ , � - -- -- - --- -- - - -- - -- -- - ----- - ------ --- ! 200 . . , . 200 � -L - RO�ERS RD (SR 20521 0 N Q � 25 26 27 28 29 30 31 32 33 34 35 36 :E NO. SHEET NO. 32 PERM�T DRAWING SHEET 7 OF 9 — — — •— �' CL STA 20-f-95.00 -L- LOWPOINT SCALE -- -- --- --- - -- ----- - - -- ----- --- -- - _.. � - - - - - - APPROX. ST A = 25 +27.69 /" = 50' H - - - - - _._- -- - - - - - -- - - - -__. l @ l00' - TYPE lll f45"I APPROX. ELEV. = 23/.22 /" _ l0, V �p- = p�rl c�! LOW SIDE,LOW STEEL PRESTRESSED GIRDER - �NORMAL CROWNI W/ SPILL THROUGH SLOPES 240 I�'--- --- -- - - EXISTING BRIDGE AND AND 4'-0" END BENr CAPS ',_ ,, 240 � ROADWAY TO BE REMOVED CL ELEV = 233J3, � _..._� ; : . � .... _.,..... � . ....:� ._ -- - : - - --_ --- --- SKEW = 75` � -- ----- __ _____________ J . 230 -"'----�-------------- ,,--� ----- 230 __ , --- - - -- --- -- ------------- --------------------------- _ -�- _ _ -�_ - ------____ \`� ----- - _ ,-'��NATURAL �ROUND i�H+N�+I�'� �' - - - UPSTREAM � - - NATURALGROUND� �_---_ � ��' -_�--------____ _-- ----- DOWNSTREAM �_ `` \�, �' � - --�"� -------------------------- -� �'-�--- , , - � � '�__ _ , , l-YR = l � � _ , , � _ , , � , , , , - , , , , , , , 220 j � � �� ; � � �, _� � ' 00 W.S.EL. 229. 0' ; � 220 '- � �__ . -.. -._. _ " -��_: ' ,, ,� �a5 DESIGN �50-YR1 W.S.EL. - 229.0 ; - � , . - - - -- - --- -- , ► r , � �TrP� --- --- --- -�- � �. � � , , T f 2'�TiP� ,� = � � , � � � � � � FxcAVATioN , � � _ � �APPRO� e � �—� '` �� E� — z�9�7 EXCAVATION = 1525 CY � � � ,` p CLASS ll RlP RAP BANK STAB/L/ZAT/ON fBRIDGE AREA AND �, � �� /e5e/ �T� � ) NORMAI � 0 210 - EMBANKMENrI _� 210 � � ATURAL GROU D �- i , N N � h _ � ', � TO _ �D �E�T AT CL OF BRIDGE a � 1 �� APPRox� Exc �v aTioN �� '� �� = 2�903' l00 —YR � � ��;� � � �� ` � NORMAL W.S.EL. = 2/6.6' THEORETICAL SCOUR � � � � � � � � � �� r� °nrn�i��r-i�i�nr��nHTn -iin��i�-n�n�-' ��,..�nTi��. a . @ EXISTING BRIDGE ' _-.- ' , : i � 18+00 19+00 20+00 21+00 22+00 23+00 24+00 0 � � � G , QUANTITY ESTIMATE �� '� �� '�� '�� k'�� '�� ` '�� k �� '�� ,� � �i ��_,- i �_��_��__-i i -��-'�-��-,. . .i -�-'�-��-r i L°J_�.. . . �.� -�-�r� i i -�_��_��_ i _��_��_��- i i �_��_��__ . .i ,-`-��-��-r -- .i �_�_�_ _r .. i _I.. . i �_�_�_�_i. .. �_�_�_i. .. .r i ,. .. .r-� i i-,. .. .,_-�-i i - �r-�-'�-i i -�-'�-i i . .i 1- -i. i . .i 1_��_�_ i i i -'�_��_��- i i -��-��-��-i '-'�-��-r i ��_ -��_��_r . .i ,_�_�_ _r . i _I.. � o � �� CLASS 'll'RIPRAP 45 TONS � �� , ,, , �� ` - -- - - - � - -- - - I�� EXCAVATION - - - _- - - _ - - -_ - - _ = _ _ -= _ = _ _ -- -= = - _ = _ _ __ I o I � ' -- - ----- ----- - - --- -----�� CULVERT 800 CY ' - -- - ---- ----- ----- ----- - --- -----_ ----- - � - - - - - - - -- ----- - ---- -- -- - --- -- ------ -- -- ---- - -- -- --- - - - CHANNEL l0 CY - - - w - : : _ �� F �� , , z � _� 2 w SCALE -- — ------` ', . . _ : . . . : . ,. , � STA 27f25 —L— , � '. /" = 50' H . ' GRADE POINT ELEV = 232.8/' _ ��- ° l" — l0 V � -- —, � ? 240 : SKEW = l02° , 240 � �= Ex�ST�NG ROAD l@ l5'-4" W X 6'-5" H ALUMINUM BOX CULVERT I o , °' _ _ JJ / H' TR T R ( Rl l') '�� -' EXISTING 2@92"W x 72"H w W SP S UC U E N0. 30 BU ED ; �, CMP ARCH TO BE REMOVED ^ �� . a _ . - -, � � - NORMAL TO -L - � � , - - - - _ _ � � NORMAL TO -L - � 230 - ---- --- 100-YR W SBELeAL0228C38VERTl - _ _ _ _ _ - _ _ � `, \ \ f2.43:1 ALONG CULVERTI - - 230 � I r_ -------- __DESIGN (50-YR) W,SoELe = 227.9' ....,v-�`� � ��' \ TOP OF BANK (RlGHT1 � � oN __ _- --. . , ___ . , __ - -- ----- - ----- - - --- ----- ---- - -- -- --- - -- --.. 3 �� _ _ _____ ...._, —, _ _ _ _ . _... _, � — —___ . . . � r — — --=� ---� i —� --- -- -- — -- — — -- - \ --`�' - _--_ "TOP OF BANK 2EFTJ �' o — — _ _ _ . :- - --.__ - : -_.- -- - z , — — — — � -- --- � � --- --- _.__ � � NORMAL WoSaELa = 22306' - ' — — — — — — — — — — — — — —————————— �j - - - - - - - - - ——'———— ——--———— 220 �- ----- - -- - - - ———------—-- Y 220 ' , f � � lNV = 22/.48' 0.0/87 ft/ft CHANNEL �� _ - � — — ,�i,—i,�i; -- , �T ' —, T , � _ : . . � ---� —� ---� � -- — ` � �—� i+ +i o- : -- --- --- - - - ` ---- --- -- -- --- - --- - - ---_ - - N � 200 150 100 50 0 50 100 150 200 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill in 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 -L- 20+61.41 (LT) to Embankment Protection 0.032 0.002 191 5 21+31.28 (RT) 2 -L- 27+05.41 to Aluminum Box Culvert 0.005 0.004 20 20 27+20.41 (RT) 2 -L- 27+25.28 to Aluminum Box Culvert 0.005 0.003 38 27 27+81.49 (LT) 2 -L- 28+21.23 to Roadway 0.000 0.000 14 4 28+31.06 (RT) TOTALS*: 0.04 0 263 56 *Rounded totals are sum of actual impacts NOTE: Culvert at Site 2 is being slightly extended. A total of 11 of 38 linear feet of permanent stream impacts on the Left Side cover permanent impacts associated a longer culvert (i.e. stream loss). The NCDOT proposes to provide mitigation for these 11 linear feet of stream loss. 2013 10 24