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Home My WebLink About20170659 Ver 1_Vance 12 Permit Drawings_20170526Hi�;hWay North Carolina Department of Transportation � Stormw�ter M ,,,,,.,,�,,, Highway Stormwater Program �_� STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.62 TIP No.: County(ies): Vance Page 1 of 1 General Project Information WBS Element: 17BP.5.R.62 TIP Number: Project Type: Brid e Replacement Date: 9/12/2016 NCDOT Contact: Galen Cail Contractor / Designer: Brandon Barham, PE 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: bbarham@ecolo icalen .com Cit /Town: Kittrell Count (ies : Vance River Basin(s): Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet): 0.24 miles Surroundin Land Use: Forest Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 1.0 ac. 0.7 ac. Typical Cross Section Description: 2@11' lanes with 5.8' shoulder with total bridge length of 120' 2@11' lanes with 1' shoulder with total bridge length of 106' Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1300 Year: Existin : 1300 Year: General Project Narrative: State Project 178P.S.R.62 involves the replacement of the existing NCDOT Bridge#900012 on SR 1105 over Long Creek in Vance County. Bridge #900012 consists of 3@35'- (Description of Minimization of Water 3" bridge with timber floor on steel girder floor, with timber piles and timber abutments. The proposed bridge will be 1@85', 1@35' 33" box beam with 4'-0" caps and sloping Quality Impacts) abutments. The proposed bridge is located in Zone AE of FIRM Map number 3720196000J and was studied by "Limited Detailed" methods. One stormwater outfall is proposed which will be placed at a distance to minimize disturbance to jurisdictional features. A Rip Rap pad will be utilized to dissipate the energy. Waterbod Information Surface Water Body (1): Long Creek NCDWR Stream Index No.: 28-17-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su iemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Ciassification: None Impairments: mercury (Hg) fecal coliform A uatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge S anning Water Bod ? Yes Deck Drains Discharge Over Buffer? Dissi ator 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) � � • � � V � � O V See Sheet 9A For Index of Sheets See Sheet 9B For Conventlonol Symbols PERMIT DRAWING SHEET 1 OF 5 0 s�, �`��I°1� C�1F 1��1��II�� I��1I�II1��'� ��'�1I��[�� '�1� lI��1�['�'�.�� T�A11lCE CO U11lTY LOCATION: BRIDGE 1110.12 OVER LONG CREEK 0111 SR II05 (KITTRELL COLLEGE RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT / s N Q � I � a Z CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TO�-- I INCOMPL]ETE II�LANS DO NOT USF. FOR R! W ACpUiSITiON DOGUMENT NOT GONSIDEREO FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared an tae o�,�es of� �nnauLres E�vcINEEx 50 25 0 50 100 LENGTH ROADWAY STATE PROJECT 176P.5.R.62 = 0.252 mi. �� E�' V e-'� R T � ,� �� e°�� p a,�1 = i3oo , � � �� E<�� ECOLOGICAL �� V= 45 MPH LENGTH STRUCTURES STATE PROJECT 17BP.5.R.62 = 0.023 mi. �,s�e�";•°' �x��=�=� ENGINEERING �� `�� PLANS — 2012 STANDAXD SPECIFICATIONS .� � CLASS = MINOR TOTAL LENGTH STATE PROJECT 176P.5.R.62 — 0.275 mi. Y.t. COLLECTOR RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: � � 50 25 0 50 100 � � SUBREGIONAL TIER FEBRUARY 7, 2017 rao�Ecr exciNSEa ROADWAY DESIGN ENGINEER �, � PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, EI ��.��. ��.�� COMPLETE: PROJECT DES7GN ENGINEER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI NCDOT CONTACT �,E PROFILE (VERTICAL) OCTOBER 24, 2017 sicxnruxs: N Z O w � 6� � � 0 ro � E c 0 c �.i � � � �� / ,_ CLASS B RIP RAP �� E5T 2 TONS � � . EST 7 SY GEOTE%TILE REMOVE— L ;GE W DAYE / �.^.3"� PG_608 :. � � � 1�` � SPECIAL CUT DITCH SEE DETAIL 1 CLA55 I RIP RAP '; EST 120 TONS �'' EST 190 SY GEOTEXTILE .h� a°+ �\.'n, ti � .__+92.05 \ � . _ \ \ Oa01 �� r� i C � � �\ I \ \ \ C \ �+if.. � � "� \ C � i3.. \ � C � \\ � ��i \ \ 9� ��iir � �� a:, � ��{�� J � , i i ,i�j �� ' ... � \ 'A-IT. NT DITCH \ b�_ SEF DETAIL 8 w' CLA55 B RIP RAP \ �i' EST 75 TONS EST 220 SY GEOTEXTILE +.z� /3, .- tl �, SPECIAL CUT DITCH— SEE DETAIL 1 CLA55 II RIP RAP E5T 90 TONS EST 745 SY GEOTEXTILE REM BL-I00 SURFACE WATER IMPACT CUT DITCH SEE DETAIL 8 O CLA55 B RIP RAP � EST 235 TONS EST 700 SY GEOTEXTIIE SECOND DISTRICT RE� I � . . r � �, �. , . BERM DITCH SEE DETAIL 3 � CL4S5 I RIP RAP EST 175 TONS �\ '\EST 185 SY GEOTEX7ILE �\ . � ' � , � � �� STANDARD BASE DITCHJ "°'�i� CL4S5 I RIP RP.P EST 36 TONS EST 53 SY GEOTEXTILE 040 EST DDE = 120 CY SLOPE = 8% � SEE DETAIL 4 / � .LIGIOUS ED�ICATION�(,. , VIOPMENT ROJFC" � � \�' '*�..at� � V � +u� �j�� ,� ��'» j1�� r�� C \ ��1J>�� GRADE TO DRAIN -L- Pl Sta 10+54J1 Pl Sta /4+8256 Pl SYo 24+/5.25 Pl Sta 26-I�03J1 �= 3' 3/' S42' (LTJ �= 55 32' 18.6" ILTJ 0=/5 3/' 09.9' (RTJ �_/E /6' 25.6' fRTJ D= 3' l5' S3A' D= 8' 03' 305' D= 8' 03' 30.5" D= 9' 3/' 033' L= 108J8' L= 689J9' L= 20499' L= 17099' T= 54J1' T= 37438' T= 1032/' T= 86A7' R=/,755.00' R= 7/1.00' R= 7/lAO' R= 602A0' S.E. = 4% S.E = 4% RUNOFF = 84' RUNOFF = 84' DETAIL 1 DETAIL 2 SPECIAL CUT DITCH SPECIAL GUT OITCH � Noi m s<aie� � No� �o xaie� Froni Franl �o� omn H �o� omn G�ou�d d1) D 3F\os� SIoPe G�ou�d d7:) D ryF\�g� SIoPe Gao�u�ilc Mln_ D-1.5 FL Gao�ox�iic Min. p=1.5 F. Type o(Liner= CLA55 IRIPRAP Max.d-1.0 Fi. Type o(Liner= CLASS B RIPRAP Max.d=1.0 H. FROM STA 15+00 TO STA 15+75 L RT FROM STA 11+00 TO STA 12+00 L LT FROM STA 21+08 TO STA 25+50 L RT FROM STA 21+25 TO STA 24+50 L LT DETAIL 4 DETAIL 5 PROIECT REFERENCE NO. SHEET NO. l7BP.5.R.62 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MFLE E PLANS DO NOT USE FOR / W ACQUISITION �"i � y� , �: i- � ECOLOGICAL ENGINEERING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REMOVE ALL PORTIONS OF THE EXISTING CONCRETE FOOTERS ADJACENT TO BOTH STREAMBANKS AND INSTALL BANK STABILIZATION FOLLOWING DETAIL 6 USE IMPERVIOUS DIKE NCDOT STANDARD BMP ALONG WEST STREAMBANK TO REMOVE THE CONCRETE FOOTER AN� INSTALL BANK STABILIZATtON IN THE DRY THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE FOOTER AN� INSTALLATION OF THE STREAMBANK ALL PORTIONS OF THE STANDARD BASE DITCH TOE PROTECTION FROM STA 15+00 TO STA 16+15 L LT EXISTING TIMBER PILES SHOULD BE COMPLETELY REMOVED ONE FOOT BELOW MUD i No� m xaiel i Hoi io s�oie� LINE. DETAIL 8 U�� CUT DSTCH G�o�nd 7� p 1.� Ground Nqiukn� 1`��R d GaouH� F�p s�ore � Nai io �alel �� d � ohvn �ao,e., �e g M�� o— , 5 F, � �EorE��E �a,�.a, a, ° e� P E RM I T D RAW I N G Max.d- 7.5 F. d-1.5 F. Gro��d 2:/ p F�o�� 'wne� B�. � 6.0' B- 2.0 Fi. d Type of L'iner � CLA55 I RIPFAP TyPe of Liner= CL4SS B RIPRAP Gea�a.+le M, D �.5 F�. S H E ET 2 O F � STA 15+73 L RT FROM STA 17+85 TO STA 19+00 L LT Type ofLner CuSS e RIPrsAP M.d-1.0 Fi. � DETAIL b ^ BANK STA8ILIZATION p� iNo�ms<oie� ^ a.o mm. � zo' �O Nws (� 4 � GEOTE%TILE TypeoiL'iner= CL45511RIPftAP FROM STA 19+40 TO STA 19+52 -L- RT TOE PROTECTION SEE DETA�L 5 CLASS B RIP RAP EST 40 TONS EST 120 SY GEOTEXTILE CLA55 B RIP RAP / � �- EST 2 TONS ti FROM STA 73+00 TO STA 17 . 80 L LT FROM S1A. 13 : 50 TO S7A. 15 �i 00 L RT DETAIL 7 FF O FALSE SUMP ;�o N � No� ro s�oie� . Outs de Ditch Traffic Flow �� I 2 � 'IZ � GI �- 5 — e1C. S-Difch $lope � Proposed Diich STA. 15+86 -L- LT ES\ 7 S GEOTEXTILE / / � �, �� 0 � /� : / .;.'� K, � ^�iG I" U PG c{' h / mti � / // mN ry � � N l5" 040 ��_ / �� /� �' � m WiE...,.,.,.. 1� ��p✓ �� ., � . � � E%CAVATION_/ � i �0 ti� / �ti� BANK STABALIZATION� SEE DETAIL 6 CLA55 II RIP RAP EST 100 TONS - � E57 160 SY GEOTEXfIL� � / j / e �� /� � 2� /eV CL455 I RIP RAP EST 4 TONS EST 12 SY GEOTEXTILE PROPOSED GATE BM'I / 0~ .....a� .. / y(��v� �/ m �7t ��/� � �e� lr� / 2V / � � 9 / m ti`° F � � ^' i � � EXC ATION / CLA55 II RIP RAP J / �,0 EST 4 TONS EST 12 SY GEOTEXTILE F � . "�i�VLOPMENT��k:� � � F � ..tPG513 � oao9 +750�� 74, �\ 55�9� �1�� 1 � ,� � N �3g iio.F o ��"*`°;,s-� � � � , O Q �"+4��..,\ _ / SITE 1 C✓.�I cn „ 50' 0' 100' GRAPHIC SCALE 25' 0' 50' INSET SCALE � d \�� \ \,� � � �� \ f �7 " �SPECIAL CUT DITCH � V SEE DETAIL 2 ��' CLASS B RIP RAP �� EST 135 TONS y� EST 405 5Y GEOTEXTILE F��l�a \ � .��.�' / � BM*2 C --�-'t!�3F p ry � _ _ p � \ �.:.�- J,� ..\ �i �,^ � `�yxi,y,\ / � �.\�':;r.. f_ C � O .. .. g �NC, \�� \ � \ � �!J .. �� R-3 .. BL'�1Q2 �a � \ �a`R � � C SPCCIAL NT DITCH F �� h SEE DETAIL 2 '-� 04�10 � C1A55 B RIP RAP F \ EST 110 TONS �"� � ` EST 330 SY GEOTEXTILE 0411 !�j; . S4 <T Tao� &9 / / � Li ' / +5C' � &k �: � \ � ` � F BL-l03 V� I FOR -L- PROFILE.SEE SHEET 5 I fOR STRUCfURE PLANS,SEE SHEETS 5-ITHRU 5-? 'D 57ATE PROJECT l7BP.5R.62 ,qu pRNEWAY RADIIARE l0'UNLESS OTHEftWISE NOTED — POC STA25+50.00 N � �� f� + �� 1 OZ �� I� \.i. �NZ�\� O� � �� ph � c� \''� F G .Ip' I�F�� 040 �; � I / ' � ��' / / SPKIAL CUT DITCH ��SEE DETAIL 1 / CLASS I RIP RAP ;:�, �`� / .. EST 120 TONS " EST 190 SY GEOTEXTILE / \\ �y��+ � �' �`� ti`o.' . � ' . - . V , � � \\\ +52.05 °3�� i1/ii � \ . _____ _ _ 0�07 �^\ C — � -_ _ � � `\ - � y CL455 B RIP RAP � / / i \ \ \` � . >' o'� E5T 2 TONS � � / � EST 7 SY GEOTE%TILE REMOVEJ C\ � � i�� \\ � j�-�\�� / � i \� \ � �/ � �/ � a. �/ �"'G3E IM�p�AOYE / I II C \ \ _"T \\ -��W PG�9228 �� 99� � �,,,,;� \ � � � / � �� i�,i,i �� 1, � III � � ��i: L ti] NT ITCH I � t�_ I N \ � SEE�pETAIL 8 � � CLASS B RIP RAP � EST 75 TON$ '�� '�,\ W � EST 220 SY GEOTE%TILE � � - ,,�, �, a . I .. - � �� . ��.. \ SPECIAL CUT DIJ2� �� / i — SEE DETAIL 1 , - i � GLA65 Jd RIP�RAP E5T A6 TONS / E5Y 745 SY GEOTEXTILE � � REMOVE—� BL-I00 � 7, _. � E i . Rn,v , ' & BO' LT � S�ANDARD BASE DITCH— j� / � � _�CL466 I RIP RAP � �� FST 36 70N5 / /i ' E5T 53 SY GEQ7EXTILE � / �� EST DDE � }20. CY /// SLOPE 8% SEE DETA1L 4 / / \ � � — SURFACE WATER IMPACT � �� '�' i �'1 � � i ��\ `�\ �\� � �'� 11 A 'Ri�. \\� ��_�i� �r� \ o � ��Ex�s�x�w �,�� / � � - ` ,a a�� / % � / ,�� /' �f ` J � - �� GR.4DE TO-.DR.41N i / �' , / � ....� / / —�" -__ � �/ ti � � �� _ � _ - �,% � SECO�� DI�TpI� �R� IgIJ q --� .. i ; �' /� j�/ / l�ND A&ITABL�-[iEVLOP / -. i � � � �'":. , � 9 3 � �---.. . , " , / ., ��_ __ ' � –L– Pl Sta 10+54J1 Pl Sta /4+8256 Pl SYo 24+/5.25 Pl Sta 26-I�03J1 ,/� � �; 1,� �= 3' 3/' S42` (LTJ �= 55 32' 18.6" fLTJ 0=/5 3/' 09.9' (RTJ �_/E /6' 25.6' (RTJ D= 3' l5' S3.U' D= 8' 03' 305' D= 8' 03' 30.5" D= 5 3/' 03.3' ti� L= 108J8' L= 689J9' L= 20499' L= 17099' '/ �Q- T= 54J1' T= 37438' T= 1032/' T= 86A7' � /' R= 1,755A0' R= 7/1.00' R= 7/lAO' R= 602A0' �i�� S.E. = 4% S.E = 4% Pp RUNOFF = 84' RUNOFF = 84' � � ��\,� �� / ;� , � �' � DETAIL 1 DETAIL 2 SPECIAL CUT DITCH SPECIAL GUT OITCH i No� �o s<o�ei i Na� �o s�a�ei Froni Franl �o� omn H �o� omn G�ou�d d1) D 3F\os� SIoPe G�ou�d d7:) D ryF\�g� SIoPe � Gao�u�lc Mln_ D-1.5 FL Gao�oxt�c Min. p=1.5 F. � Type o(Lner CLA55 IRIPRAP Max.d-1.0 Fi. Type o(Lner CLASS B RIPRAP Max.d=1.0 H. . FROM STA 15+00 TO STA 15+75 L RT FROM STA 11+00 TO STA 12+00 L LT ' FROM STA 21+08 TO STA 25+50 L RT FROM STA 21+25 TO STA 24+50 L LT � DETAIL 4 DETAIL 5 l S' w� 15� PROIECT REFERENCE NO. SHEET NO. l7BP.5.R.62 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MFLE E PLANS DO NOT USE FOR / W ACQUISITION '`\� � i �v� _,:-� ."„" �ECOLOGICAL ENGINEERING � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED REMOVE ALL PORTIONS OF THE EXISTING CONCRETE FOOTERS ADJACENT TO BOTH STREAMBANKS AND INSTALL BANK STABILIZATION FOLLOWING DETAIL 6 USE IMPERVIOUS DIKE NCDOT STANDARD BMP ALONG WEST STREAMBANK TO REMOVE THE CONCRETE FOOTER AN� INSTALL BANK STABILIZATtON IN THE DRY THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE FOOTER AND INSTALLATION OF THE STREAMBANK ALL PORTIONS OF THE STANDARD BASE DITCH TOE PROTECTION FROM STA 15+00 TO STA 16+15 L LT EXISTING TIMBER PILES SHOULD BE COMPLETELY REMOVED ONE FOOT BELOW MUD i No� m xaiel i Hoi io s�oie� LINE. DETAIL 8 �.ai G�o�nd 7� p 1� Ground Nqiu�L 1��p CUT DITCH d GaouH� f� sLOPE � No� �o scale� � F.o�� d �"� PERMIT DRAWING G o�e•r le g M n. D 1.5 Ft. �EoiE��E Na+u.a d� �� g Max.d- 7.5 F. d-1.5 F. Gro��d 2:/ p F�o��e n B'. � 6.0' B- 2.0 Fi. d � �'\ lK'� Typ f L' CLA55 I RIPFAP TyPe of Liner= CL4SS B RIPRAP Gea�a.+le Mm, D I.5 F. � S H E ET V O F � STA 15+73 L RT FROM STA 17+85 TO STA 19+00 L LT Type ofLner CuSS e RIPrsAP Max.d-1.0 Fe, \ �/ DETAIL b FROM STA. 73+00 TO STA. 17-80 L LT � � � . . BANK STA8ILIZATION i No� �o s<oie� a.o mm. � za � NWS 4 GEOTE%TILE Type oi Liner CL455 II RIPftAP FROM STA 19+40 TO STA 19+52 -L- RT �TOE PROTECTION SEE DETAIL 5 / I ' CLA55 B RIP RAP . l� EST 40 TONS '� � �---. EST 120 SY GEOTEXTILE . � / CLASS B RIP�i(AP / � EST 2 TONS '� `� E$T 7 S`(' GEOTEXTILE / � ; � � �� `.. �/ . �, , / n�4�R � �ti � j / l m�� l oao i m� � ��/ ��m^' / // F °� � �, / �� BMx� � + e `� � � . S�+ ��:.11 ��V� / i m c m �Iyp✓ �g . < C E%CAVATION—��/ ` i ti� ti� //� , ti�/ BANK STABALIZATION- SEE DETAIL 6 CLA55 II RIP RAP EST 100 TONS E57 160 SY GEOTE%TILE �DENOTES IMPACTS IN SURFACE WATER / `i��,� �/ � , "�e� � /� ^ / �; °�� j i,o� �v`� F\�� f � n, f r EXC AT�ON � / CLASS II RIP R¢P� , � / r� EST 4 TONS�' .: EST 12 51' // GEOTEXTILE - �- � �`� � - �si�E 1 �-� / i __ �' � �� i !%/ . �bz, FROM S1A. 13 : 50 TO S7A. 15 �i 00 L RT DETAIL 7 FF FALSE SUMP ;�- ( Nof fo Scale) '� Outs de Ditch Traffic Flow �O. I 2 � 'IZ � GI �- $ — eic. S-Difch Slope f� Proposed �rtch / STA.15+86-4-.L7 � .; / . / � . _ _ � /�\ �." CL4S4 I RIP RAP \ � �� • � \ E57 4 TONS � � \\ �\ ' � esr i2 sv � V�,A -GEOTEXTILE � � \ � � `��`� � K 2 E�RNS /J� �c,�\�` ' � \\ . . }" V�/ \ \ \,\ \.� �\ .. � ��. C —PROPOSED GATE � � / \ / F ��-� I RELIGIOUS EDUCATI6NpL F sLE,458Ep�OP13EN� PROJECTS � oao> +75.00 . � ! SS' &- � `�> �� \ � . . . rr,�.�� \\\ .. / N ��;�� 66' � `Py//.p•F a o��.� C 50' 0' 100' GRAPHIC SCALE 25' 0' 50' WSET SCALE �/ , -- _ � � . � i �m`i� N��i �/ y ( _ /�___. . .' �/ : . : .�.: . � d � �� - �\ .. \'�,�\ . � �h \\_._.... �`� �' . \\.... \`� \ \ �� ,�� hXQ ��7 � ti �cin� cur �ircn � V ,`0' gT SEE QETAIL 2 �� g6 i� CLASS B. RIP RAP 1� \ G EST 135 TONS F y�y �G �`�� EST 405 SY GEOTEXTILE �� ', � �' � � � � FY� ,.� a' o � -�'{�� BM.2 ��c , p ,,� "�.z� \ �1-2i � O ` `�,Y _ OP � \ A✓ / �\__\\� �.��;\ / �� / � I � � � / / � �\ � F � . � �Laz gR-3 ��j BLh1Q2 pb. � 1 � Ig,. RC, � � ^� � SP[CIAL NT DITCH � . ...04.10 F • .../� �h O�\\ F SEE DETAIL 2 ,-- fL : ... C1A55 B Rlp RP,P' 5&-- F \ ��`'� . � esr na rdNs � � RT __ / � � `' �� =. �, .EST 330�Sv GEOTEXTILE � �; (0471� / � � \� � i P� / .......,_/� y S O� �ti '� . �T,�°� i � // V-'�5 � 9� / / /�� - � i �� . BL-I03 � I FOR -L- PROFILE.SEE SNEET 5 fOR STRUCfURE PCANS,Sff SHEETS 5-ITHRU 5-1 'D 57ATE PROJECT l7BP.5R.62 ,qu pRNEWAY RADIIARE l0'UNLESS OTHERWISE NOTED - POC STA25+50.00 ....��....�....�....�....�....�....��....'....'�... . . . . . . .. .. ..�... .. . ...�.:��.�. .... ...� . :..:. .:.. .... .:.. .... .... �..:. .. . . .. __,I, i I I I . ... .. . . .. . . . . . ... . . . . ... . ..... . . . . .. " :�� . ... ... . .... .. .. i � ..... ..... .... . . ....... ... .. �� --__ _ _ � _ _ . � BM°3 ELEVATION - 330.00' - - -- N 901356' E 2160234' - - —_-� BL STATION 5+28.00 56' LEFT . .: NAIL SET IN 12' SWEETGUM . BEGIN GRADE � -L- STAII-f00.00 _L - , � _ _ __ -�� 'II�IIIIIIIIIIIIII�IIII�IIIIIIIII�IIII�IIII�II �'II�I�I ��"I�I I�'�'�'�I��111'�II ��I�I � PROIECT REFERENCE NO. SHEET NO. l7BP.5.R.62 5 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MFLE E PLANS DO NOT USE FOR / W ACQUISITION � � �� ' .,.,,�.a =� ECOLOGICAL �� S T EV��, til-: I ENGINEHRING � DOCUMENT NOT CONSIDERED FINAL � - UNLESS ALL SIGNATURES COMPLETED —I— - — - i — — �'� �� '�� RM1 T D RAW I N C� ,_ � � � � '__; �H:EET 4 OF 5-;- ,_ � -- -- - _ T -� � �—_ � , , �I .— __ EL 3/8.95' --__ _. . - , _ -- -- _ i _- i- � -� - i- � � � i � li li � � EL =/ 3 5 4� �� - Z� � � i' '� � � �, I= � � _ - ��o o� �+� I � 330 330 �� vc - 2.sa U a O I I ELEVATION � 269.2Y ELEVATION � 298.92' K- 63 � O f� il -I - I N 901274' E 2161233' N 901441' E 2161676' - - - - � � � � p (p - BL STATION 17+03.00 66' LEFT � �� BL STATION 21+64.00 84' LEFT � -- -�� i- � ` � NAIL SET W 20" POP�AR NAIL SET IN 20' PWE 2 u� Wh� 2 � - i � M - �¢ II � � � �II II�� OQ 11� 320 —___ '= m�nw �'w w�w � � 320 �- ZB2 -. �'. . �. �'. - -�. �� . �� ; _-- -- -'�. I I _ . _ � � J �y ---- - _ _ — — � i . . � i � � � , � \ — _I - BEGIN BRIOGE - END BRIOGE _ -.� _ � I� � + � S�2i �j` _ � -L- STA 19+038/ � � \ `_ _� I Pl = l6+/5A0 ,-- - -L- 5TA20t26J9 ' o N m 310 ��\ EL-_ 288.96' - � _ �� - � � ' i�N =J ia'RCP-IV �� - \\\\•��\ � �,��• V= 403MPH �I �- � �J EL=292.3A0 - � WcnW u� �� U�o '--I- I i, ��/��.\ 1�9'j . I I � � �N�ro KC= 85� 300 I8o'/. Z 31Q 0 � 300 290 280 2�0 260 �s � �� o � � � r2 _ _ -- ` � �x -. - � i I � Q N (+)4p _ � 2�r.�� O�ur=� 3 �. \ _ ��—�� W � �4.0� _ c�Q �� oQ n _ . ,— -�— �� f m�iw __ ( m�'n W � W%nw � �� fS,�B B 1+105000� -- _ � - ^ � (+)356% J�� S � (+�5000% �� _ --- -- +�% _ _ �� / 1 �+)2.97 ` --- 8 � (+�� . �� --- i �- �i tii oQ U�� - ZJ � � - �n�Z �� I � : �v�r - � � U� _u_IJ_� � i- i_; u � L I L: �' = N� M �I p N N .. _. . (Q� O� ... . f�� _ i ... . . � . ._ . N II N� �i . O¢II . O . . . i_ _i . . . . . . . . ..i_I �.. . _ . . II . II . . . . . . . . 'h '1� . . . J � � 21� co W = � � � _ _ _ � �� O ep �� '{ � �W WcnW rn U 0.W 2 � . _ _ � ,- _ � a N N � -r— - - —� - - - � �p - il J_ ' . [ : - .-- ---- -..-- ---- -,_- _ - __ i , I WQ J 2Q J i i � � i O�F-� �� i i QI�W W�W I� ZN� +� - � . . . . . . . . . . . . . - i r . . y j . G9 Q q p N - --- --- - . . . . . . . . . �. �. . �. �. �. . I��i� i� . . I' 7 �,i.i � �� - m � W � W � - i � i i � � i i . �'. i � i � �� i i J.: �_ -_ -_ - - - I-� '' � - -- I� � � � _ � �� ,_ _ _ �� , . : __ . . . . . . � . . _ _i-i_ i i _Ti_. i i_i_,_� l i__-i i J_ _ _ i - . �. �. . �. . —I— —_ i - ' i i i � i i �� , �, i i ZSO 32O .-: �-: I END iiRADE ... .. _. . �I_�i-�li i�i �i i�C�C�C�i i I I I-li ii ii i I I i li i i i i i � i i i li I� li- li IEL 2T0'TTYP) . .. �. .. „ i i i i li i i �i i i i i �i � - _ ]i ii-�iiiii ii_�i_li_ iiii_ii i ii i ii ii iii i i i ii iii ii i�i �i ii �ii iii i - iiiii� iii�� i��i�i i� i ii i i : � i' -L- STA25+50.00 ' '! � � � � . � � � � � : : Z a� EL 30296' � � � � i: i NORMAL WATER � � � � � � � � � � � � �� ,�_ BRIDGE HYDRAUUC DATA suRFacE � - -_ �� I � �� , �� ,� � � _ �� - 31 O — o N rn ,� �� DESIGN DISCHARGE _ 1800 CFS - .— o¢ n '� �, DESIGN FREQUENCY = 25 YR i � � � � � - , " I - -. 2�' L_ D E S I G N H W E L E V A T I O N = 2 7 0. 4 F T � � � � � � � W� W �� - � � ' i � � i - .-- �—'� -1 1-�I-- BASE DISCHARGE = 26/5 CFS - - - --- - , ' � � ' � � ' � ' � ' ' � I � 300 , �� I BASE FREQUENCY = l00 YR , , , , � � , , , ' ' � � �� : (+)4A18�� ,(±��/ - � _� ��. OVERT �lN � CQUENCY- 500+ S �-� '� �'� � � � � '� � � � � � � � � � � � �'� � '� '� '� � � '� � � �p%_ � � ,� I' � �I� �� , I r I_- OVERTOPPING ELEVATION = 2905 fT ' '' ' _ 290 (+)356� � _I ' � � , , '�- � --- --- ---- - -__ - - - - _ � i' � i' � - I r_ - ' � � � J �� a �,o � '; '�' '� � DATE OF SURVEY - 6/7/20/6 I I I _ I II �, o,n ' I - - 26G4 FT = - _ - _=I - I 280 �+N c�¢ n pQg I I I WS.ELEVATION i p+�y + v� a Z�j r� i � i'i AT DATE OF SURVEY - il FOR L- PLAN VIEW SEE SHEET 4 f �NN ��W W�W --- - - - - _ - - - - -�,I � W �i W - -- --- - - : - -- - - _._ FOR STRUCTURE PLANS. SEE SHEETS S-1 THRU S-25 o¢u �I 24 25 26 - - - - - - - - - -_ �_: _; _:-- . -_ . -. � ---- --- - - ----• -_.-. , -__ -._ ._.-._: -._' 11 12 13 14 15 16 17 18 19 20 21 22 23 24 290 280 270 260 250 WETLAND PERMIT IMPACT SUMMARY Surtaceandwetiandaackage: WETLAND IMPACTS SURFACE WATER IMPACTS Han 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) (tt) (ft) 1 19+50 to 19+57 -L- Bank Stabalization <0.01 37 TOTALS: <0.01 37 Fe+ised 3/31/0.5