The URL can be used to link to this page

Home My WebLink About20210465 Ver 1_Dibrell Rd Permit Drawings_20210430 HjghWdtily piNorth Carolina Department of Transportation 4� StOCCY1j Highway Stormwater Program ze - STORMWATER MANAGEMENT PLAN (Version 2.07;Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.7.R.126 TIP No.: B-5355 County(ies): ROCKINGHAM Page 1 of 1 General Project Information WBS Element: 17BP.7.R.126 TIP Number: B-5355 Project Type: Bridge Replacement Date: 3/1/2021 NCDOT Contact: Galen Cail Contractor/Designer: David Holmes Address: 1020 Birch Ridge Address: 1020 Birch Ridge Raleigh,NC 27610 Raleigh,NC 27610 Phone: (919)707-6711 Phone: (919)707-6715 Email:gcail@ncdot.gov Email:dkholmes ncdot. ov City/Town: County(ies): ROCKINGHAM River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? Yes Project Descriptiot _ Project Length(lin.miles or feet): 612' Surrounding Land Use: RURAL j Proposed Project ili Existing Site • Project Built-Upon Area(ac.) 0.5 ac. 0.5 ac. Typical Cross Section Description: 0.02 Normal Crown 0.02 Normal Crown Annual Avg Daily Traffic(veh/hr/day): Design/Future: 300 Year:2025 Existing: 150 Year: 2012 General Project Narrative: Bridge 780106 is located on SR 1902 in Rockingham County.The existing crossing over Wolf Island Creek on SR 1902(Dibrell Rd.)is a six span bridge(6 @ 30',total length (Description of Minimization of Water 180')with reinforced concrete caps on timber piles(#1-5 crutches:ppc cap&steel piles),and sits at a 90 degree skew. The proposed structure is a four span,4 @ 60'24" Quality Impacts) Cored slab,with a 240'total length.This new bridge will sit at a 90 degree skew on 4.0'high end bent caps,with 42"high concrete bridge barrier rail.The bridge opening will increase from 1406 sq.ft.to 2262 sq.ft.Stream banks will be armored with class II rip rap for bank stabilization.The existing stable ditches will be maintained.Proposed cut ditch south east of the bridge carries 1 cfs of roadside drainage allong the fill slope parallel to an adjacent wetland.Construction of the ditch will cause a minimal amout of mechanized clearing in the wetland.Maximum 2:1 side slopes will be utalized. The proposed project drainage systems include 1 outlet pipe northwest of the bridge.The system outlet discharges 0.9 cfs into the overbank. Deck drains will be utalized in overbanks only,including proposed rip rap swale under deck drains. Waterbody Information Surface Water Body(1): Wolf Island Creek NCDWR Stream Index No.: 22-48 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: 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) l'' 1 ,' \O I 1Z" 10 / / STATE STATE PROJECT REEEl",ENCE NO. SHEET TOTAL �� Ng �� I �•� �� i N®. S1H[EETS Ni ., —� �O is I �o�o �� ono o��, 2 54 1 STATE PROJECT N®. F.A.PROJ.NO. DESCRIPTION ' 1 �• � • I IIP7II0N S• �I � JI� � JI� J� R T , • A V S 124 .H � .�1+ 1 36 101 �jr� N; ROCKINGHAM COUNTY ' 1 09 ,,,,,,,, . oi,„,,,104., PS % . . 1 ' 1013 - _i _ -no ! _ - I ,_ LOCATION: BRIDGE NO. 106 OVER WOLF ISLAND CREEK ON SR 1902 (DIBRELL ROAD) ....../ TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE • / • y tillill / ' , I • 0 eoll'..1 c I /A; 0 iiii) 97 183 ,- I VICINITY MAP (NOT TO SCALE) • • • • • OFF-SITE DETOUR WETLAND AND SURFACE WATER IMPACTS PERMIT 1111111) "1%24 \ .. \ . V16 c PIS I Vl N C BEGIN PROJECT I7BP.7.R.126 I OI, }1 -L- POT Sta. /2+50.00 BEGIN BRIDGE ° END BRIDGE -L- Sta. /4+57.00 I , -L- Sta. /6+97.00 6....._ .PIIIIII4 / / W /mom J � I OD O r =I / s� rill no \, w B, END PROJECT /7BP.7.RJ26 m -L- POT Sto. 2/+00.00 J fie- 700-_— -L- z -- - - TO US z9-- z SR 1902 / 7v O 1S- „,,,,,„,,,,,,1 7 —WLB— —WLB— / , , 2 -,--, , WL' : :LB : * : AL :'''", W /m �15� 15�..-�j5 - wLe- _ wLaJc : : \\w / ---- IS''''' / : 'Y fie\ /3 W —----wLB_ '/ N END APPROACH SLAB \\"`e_ \ - -WLB- \ / -L- Sta. /7+09.00 °' BEGIN APPROACH SLAB \ \ o -L- Sta. /4+45.00 � 'S\ _ \ .\ I C ds, 43 O 1 ✓sue a1 L 03 a) • • 72 DOCUMENT NOT CONSIDERED FINAL m UNLESS ALL SIGNATURES COMPLETED 00 ,. ) , 1 r 1 / 1 r I Prepared in the Office of Mott MacDonald for ROADWAY DESIGN ENGINEER PLANS PREPARED BY: E DESIGN DATA PROJECT LENGTH DI VISION 7 s NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PO Box 700 (919) 552-2254 cr) 1----O - O R Tk Fuquay-Varina, NC 27526 �. 2018 STANDARD SPECIFICATIONS (919) 552-2253 o 9�° ADT 2012 = 150 LENGTH ROADWAY TIP PROJECT = 0.115 MILES IvIMMACDONALD www.mottmaccomax) a �`t ADT 2025 = 300 TIM JORDAN, PE LETTING DATE. PROJECT ENGINEER P.E. LICENSE NO. F-0669 t * SIGNATURE: d z LENGTH STRUCTURE TIP PROJECT = 0.046 MILES o HYDRAULICS ENGINEER 01 �� V = 55 MPH GALEN CAIL, PE HYDRAULICS ENGINEER cc LOp TOTAL LENGTH TIP PROJECT = 0.161 MILES TRA: SUB REGIONAL TIER o E .S LOCAL NCDOT CONTACT: TIM POWERS, PE O DIVISION BRIDGE s ciii) PROGRAM MANAGER P E P.E. ..1 \ J \ J \ .1 \ / /l SIGNATURE: ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PROJECT REFERENCE SHEET NO. 17BP.7.R.126 - ROCKINGHAM 106 DENOTES IMPACTS IN PERMIT D RAW I N G ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER F SURFACE WAT E R SHEET 2 O F 6 ///ji< DENOTES TEMPORARY IMPACTS IN SURFACE WATER MOTT MACDONALD I& E,LLC MOTT MACDONALD I& E,LLC LICENSE NO.F-0669 LICENSE NO.F-0669 ` DOCUMENT NOT CONSIDERED FINAL �� UNLESS ALL SIGNATURES COMPLETED * * * * DENOTES MECHANIZED ...- / Prepared in the CLEARING Office of: M* * * * M Box 700 MOTT Fuquay—Varina,NC 27526 MACDONALD www.mofmac.com -4 '' 5, ,\ \,, C / O C * 'J , 0 LC) LU 1_-) ) ' 1 LLJ I-- DECK DRAINS REQUIRED 8 X 6 SLOTS ON 5 CENTERS m y CLASS II RIP RAP BI- GIN BRIDGE _ UP TO ELEV. 500.2' (TYP.) FL- STA. 14 + 62 TO 15 + 50 LT I (STRUCTURE PAY ITEM) s�. —L — Ste. /4 +5569\ L STA. 14 + 62 TO 15 + 50 RT DECK DRAIN 4 ' /- DISSIPATOR PAD N/B BA/IDGI- CLASS B RIP RAP SEE DETAIL C M EST. 3 TONSRAP I —L — 5fr7o 16 +981031 m EST. 10 SY GEOTEXTILE EST. 40 TONS RIP r EST. 140 SY GEOTEXTILE EXCAVATION I I- ND APPAOAC/ / SLAB EST. 35 CY DDE LIMITS - TEMP. / —L — Ste0 /( +09J9 w 15" CSP CAUS 1Fb Z WiELBOWS O SI co y WOODS ce WOODS > 9% h --) ' Z * PDE PDE PDE I 'DE PlpE ' 9 E W >0' TAPER iil PDE v) LJJ PD --�-� E E E E E __p- cn 1tr�r�o I\ - - - �.�'�� r�ry1 ripst4JUL F. ��r�r1r - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - -- - - etiliry 74Iptsompo _ _ Nwe FF� r� f_�(s��►�♦ ♦�♦♦�►�►v-�r'1♦�♦�. ��,Frilf �.. �.. �� ;1♦�► �+Orwr,.rrrr O illarittak.O. iii.. . A., y. . , .!7� _ t��////rr/-L./�1 -r.40-,- -----4r-rti/'-,r- . �i�_ 4 T T T T T.r■��r■y.,�r/ psi. �_ ��yyyyyy.��, Z — /mil/iEEE1 'I �i ��Nrjliiirkwallirqb ��irri7;;; ��,�,)__� ► �►_�� .�.�.�.�� .� �Izz;i ii TB GI " war ►wry►_ ��j�jo�♦♦♦ -0 �� Ic c , 1 1 \ — 1 ` • •♦//'♦ . �� rrrrrl �1 lag'iroktafor��Y/I'� r�r�rl N46° • rrr �♦♦♦♦♦�►♦♦.I►♦♦��►�►�� ►r�� r�� ,� "ammo ►♦♦♦ rr S 31.3" E TB 2 GI - �� ►♦ I►♦alb._ .4♦♦�► . -PI.�n, iiiiiii%" w tool�►�atorFa�♦♦♦� � .Orrll� ♦♦♦♦E' '�♦♦ ■. . ► � • 1♦♦♦ rrr - / .� �:� rY y" "� r7 �. rY' ry. A r7.:� Y7" ?��i?'? r�:� _ 1 'I_ ��_ titi l .�5G.I 1 - -- _ - !rit .m:PI WSWettn_ i esaro ►= cz - �titi l,, ►,orr ze etitt ��fY�rr��.�_ -illikkannl 11 - - - - - - - - - - - - - - - - - - - - - _ ,rrrr �►� ►� �-�-�.,T-�� .�� In�I F _ _ _ _ — — — — - �m F ��j�j�j��j��j�j�l��♦ •♦ t'�'♦♦♦i ?'�'��r�r�y��:�, �' ��r/�4 r 1. fr • � �,��• �� n �� cl) rr�ir�•,, �� ,�-�� .��.�.�mt r�0�..�...n • �ellC �y �Y�Y��Ail NI i .►Y�►� �itrrrrrrrrr• , , _ BEGIN SBG F ,• ��r�r�i�i��rr��}i�iYi��Y�i �►� �� I trr',,, �.��,�,� E �_...i��- �ry err? \\\\\ I t i��r� o �� • �litaif; !<' WOODS Pot '�, W 0 0 D S M 1.0111Witoti irr _ 'fir `�' r�� '. 0 1��,Irll-, AP" _ �� m o + -...�i�a0.404 4 _ fir �-s•r - /4�� 4 — - _ * # ?W9- CO - 140. c_ n ffmj " -IA? --- D E - - 'D E i 1"-raP G A/ v v v v ill ill"' _I , v _ v v Pb -- S PpE — wL e V �S TB �� pEF�� , ��, (' , W B — — — �� `/ Lq �� TB co� ' SPECIAL CUT DITCH — n 1_ o �e � � SEE DETAIL B r— — wLe — -SITE 3 WOODS 2 �� / �, I �� L -,:j3 03 c Va) 1-1,o SITE 2 BANK STABILIZATION 0 a SEE DETAIL D /sue STANDARD V DITCH N } EST. 445 TONS RIP RAP �1/6 F SEE DETAIL A 2 5 0 2 5 5 0 7 5 • o C .c EST. 590 SY GEOTEXTILE \ \ C' FF EST. 25 CY DDE ••••• s EST. 565 CY DDE F �F,- �s\ CRAP - C SCq PROJECT REFERENCE SHEET NO. 17BP.7.R.126 - ROCKINGHAM 106 DENOTES IMPACTS IN PERMIT DRAWING ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER '/ SURFACE WATER SHEET 3 OF 6 ///1,/, DENOTES TEMPORARY IMPACTS IN SURFACE WATER MOTT MACDONALD I& E,LLC MOTT MACDONALD I& E,LLC 7- LICENSE NO. F-0669 LICENSE NO. F-0669 ` DOCUMENT NOT CONSIDERED FINAL �� UNLESS ALL SIGNATURES COMPLETED * * * * DENOTES MECHANIZED `/ Prepared in the * * * CLEARING Office of: M M Box 700 MOTT Fuquay-Varina,NC 27526 MACDONALD www.mottmac.com / ' ( / ! � I I / \ IIIIIIIIII I \II\IIIIII I I �\ `� < > > !//Li ' ' �. IIIIIIII IIIIIIIIII ' I I / � �� IIQ / I . (IIIIIIII IIIIIIIIII ' I vv - - ///i� �� / I (IIIIIIIII III IIIIIIII I / ti° / a •\ �)22 )v- - - 1 / //z/ /\ V IIIIIIIII ,IIIIIIIIIII I' I I I �� 73 \ �-v(.\(//�%_ _ --/ r // I /�� \ / cIIIII\T, IIIIIIIIII\\ I I 1 o ,��,� I i / / \ I �11�1 (III IIIII I I I I // MIA IIIIIIIIII ' I 1 / "' \�-_� �� /J/ I \ �/ IIIIIIII IIIIIIIIIiI W \ ) \ K /� // IIIIIIIII\ II III( ' / ( / � � / — / )/ U 1 I . //llllll( / IIIIIIIII / I — a w �\ b� �r ' J // /// llllllll/ I Illlll�q \ LABS II RIP RAP �/ // ` DECK DRAINS REQUIRED / I i / II I I \ \ C ��\� � ' I J - 8" X 6" SLOTS ON 5' CENTERS // , I llllll �/ I1I11111 j, �° \ UP O EV. 500.2' P. _ rG/N BRIDGE I I I III E \ - - I IIIII\ \ ��,/// // L STA. 14 + 62 TO 15 + 50 I �l I \ I d/3� E \N__ / _ _ / ) i /I/ IIIIIII \ I (STRUCT �PAAY ITEM)0. Sl as /4 +5559\ L STA. 14 + 62 TO 15 + 50 R �\ I j I1111 II ! \, 11 °� / A �Y / III III/ � I� ) 1111 11( 111/ (\ ` , I111111 / d ,, , I I II�\ , . -, 111 r / �� _ _ JbECK DRAIN / I I I DISSIPATOR PAD / I III III I� 1 I I I I AID BRIDGE \ Ln — — — — _ _aad_ -- CLASS B RI P RAP �� IIIII �� 1 I 1 I Q Ln / SEE DETAIL C 7°' \ �J jll' I\�[, �� d I \ �� — — M EST. 3 TONS-, P � 4 /S <� \ \ ` jt.1/� 1 L Stao l67L9603/ / EST. 40 TONS RIP RA \\ III \�i 1111 I 0 1 EST. 10 SY GEOTEXTILE EST. 140 SY GEOTEXTILE EXCAVATION I I `1 \ 1 \ 1 F I\�D APPAOAC/ / SLAB � � � • \\\ llld � 1\ � I \ / ^ _ — — — �1° _ / EST. 35 CY DDE LIMITS v� � , TEMP P.I \ I I\ \ \I II —L — Stc0 /( I-O9 /9 Z L J /\ 1 •' 'CI d 1 CAU\S � 1/� J\ dI \ "� 1 15" CSP I(Ifll \ III/ 1 I I \ z I v W/ELBOWS // � SIT II(IvIII I � ),/'', piIII v / / N (III( � 4 Illll. " 0 \v / WOODSv // �1 �� / "� I - II 1111 \ v WIIODS \ / �� I >�' ' I III II : , _ — w j \\ 1 �\ j PDE - PDE I PDE DE `-li CC Ii E� 1 I l' , V `p — — — — v) >0 TAPER - - , \ I /� �\ \ w / I ) I� EIII• 24 I E - Ill ' ( J I�.. �, \ pp / E — _ _ _ — E E\� — Y ' vIlll,1�� A / \ \ lii7 \ / \ �•is l ` V 1�`�440. -L` — - '� 1 / / \ '� 61. . Amos ' r f y�y~� \ —fib �° _ i/ ��a— �— �4 — e .arai aner r�7��.►�5 ��'►7►�.. .:-)i ��i�� ii.��1 Al160 l� i �In�M1 :��I�� '�'�R ■�f■i — — r — — — — — — — —— — _— — — — — —— — — — �� , ti . �„ �o .ruai t t.. ..� .��_�ti----- — — — — — — — �_ 0 — i \ 1 _ irttri;i the \ Ira wor ..q �� Y?� �,.�titi- — — _ — — — Low — — — — — —tio�— — — — — a) -�� l��h��•�►0- � , r� �„ .V /[ \�Nnw�1�� a .1 Salk ale//��I��O�i�i — — — — — - - _ _ — — — =�o� _ _ — 11 II to . o — . - — — � ��I'g.4-• --�ir�r/AI'-''TC.' ' -'.•- '--• A 4%-- r %►r; '��I•er►0lY/,:��i.0,1, ---1. %�/ _ ../'�"�� r !hr2Nrimpu 1111/.41�$.1. ti"11��, fil . - —./ . — — — Z z•;- — — — !�T'T'T''''' �/ �!/�►`w'sF'°►�.��ail'A a aalr6 :,''u Ar',a J LunPr iln . mim -,-^' '. .-4 1• I ,.. mi. 41; rct,:'.:_ _�� 7��i�T��ie' _ AM r va I��I:w ww �� • ter. : w:S�T.d;,;.►�,.CL.2..i a. . G;1....,, Q•;CI.��.,,,`. ` w 3�. v`' N — TB GI ITV7=1p��A��A=,��►'�'<�1''�1'I�;,. 'r i,ri` �► �►��' tug 1rr- uN 1erii �,►�, `� �,� F. _ — — — — — — — — — — — — — — — — — — . o , —z y `��►�akA. �� .'' ran rassyi�s�s�iPoilS�� !�'1 ►!�l 1j/�i�tJosome* ss-Afigg ,,IfiII_�� -s -,, . ��?jam , , — oilni mi, i oNoss - 0,3 ar T B 2 G I A A ��i�� G�- ��-i►�� ter► -.��„�,-roiLISSOOSSOeSk. ll, ► l 1�J_►/ea/, �-�.,A00- _ -�1_�V Ai. -_ r '�?\� M4M4TAi�aMM I MTW 2a►I*.2►��irA.�t1ooli mgr_ .,►rrn�., a�.tn..a m�r�,:►a�.4 u.r.�=z �e�l`��-��Wail it ► —,/'iiAIl .'►� '��Ii��%�%%��%►��% '��Ii��R��i!.r/.��6I.�Ir!%I�ny�2b�a ,L1��I_ �r �C��. 51��► ►/_..I'!�J�I/ ��'s ti 'may��-1%� I II��I%I - -F, ' ' ��,` :v7. 7rr r N ��rl►�r�►�.arJl.�mM%t! .�/io1'//// ;rj��j,�j�� "��7i_ _ — — —5illi — — �r Y� '_�►�w��^�/r fC �.�rl�ti. 7�"'�=��If►~��i71��r�`1 ��`'�Y��Y'r/��y�YIYIN��,1�'.♦/r ��,ti r,r r r — —_ oP — _ _ — — — 7J�J— — — m — — — — — — — dao — — '��: �T�/� i� ^/� �� In ?ti�Y��'Y,'' �'� `� �1:►ri1 �11V� \� b� ��V��I/I/��W�� 4 /---3.4 -r°P WV — rt�a -----( 1--- = C ) — — a _ — — — — — —� _ — �1?/�1YY�i��ti� ��yl� ' '� �� iciti�� e��1 �'`� / 11��\��g.7♦ �r t�tiiYY��Tti` =( 'j _ - — do7= _ —ao — — _ �` — — — —_—_ — . r o o -- — d — — — — — — Witp reQ'w-.L7 osp� jr - vi rs�-��*;,��irow,:�,�now �w__._ . > ,J b � 11,. t ,.►Aw4I�_/inen /oi — — — — — — —-— -- __—— — = — N — — = i� ��.r� �► alt i. 1�� l�is.��,. ► �.c �,1 /! %J1 / I / 111�I��?. ��ti, _ — / - ___ __— — _ — — — __ BEGIN — �• M _ + 2 8 LT & RT 0-0-D _ -•006.11,00#00-1 r��r�, ,i;- // iii Q / /- ,� I) \d I �a� �lh`i �� — % _ — - — — , _ , — — _ E� W C ? +;-4400oa Otter r i 0 • • - / / /p i 'i - '� - - d-—— _ �� -� sew �� • 1 e ( � - � _ ) /4, \- rr ;'° * .y�Y�?ice jb — A 1 �� '��✓// ,kito, / / - / 1 — �r - ao� C 3 u N _4,1,',1.4 00 gi 0,40, - a • -/---;-------- ---,-4,-%--- — ,; � _� �ao7�, /ice `� -� /'' / / /�)( — \ __ v j--___ N 2 IC_8 ___ __ __, _____-z,0 (' � � —! _— % , -�i / r r / SPECIAL CUT DITCH _ _ v_ �o //�%�// '�� - &� / � � ' WOODS j °• l l / / I I I11 I 1 I / _ SEE DETAIL B <� D�D_ � \ — wig — — \ , \\ ; — — ITE 3 \ /. / ` I 1 \ -- _ — \ S II l I I I �� - //`i� � ��i/�\> /� l Imo \ II' I 1 1'� \ \ II\ \\ \ \ lac' \ - - -_-�; // ( / �- , , \)III i//7/ / /, —�� i l , � I 1 \ p \II \ I I W I� � ��nn / \ /l4¢�1 / // / irk I \1 I L _ _ / °' /i d // // �d /— dr \ \\ \ \ \ I ICI I I I \\� s U 9 /�j,/ // _ II` \\ \ \� 1111 \ ` SITE 2 i // / / �/ / rAA� 1 1 �0 v `� I� \vv v . v 0 /� // / � , BANK \STABILIZATION (1\\l�j� ? <,, \ I�\ \\\ / / �1 / SEE DE1AIL3. b D D �\I k, , \ l /s \QR \ \\�\ \ I — STANDARD V DITCW EST. 44 TONS RIP RAP �\\� �4 \\�\��_ ��9c, I SEE DETAIL A 2 5 0 2 5 5 0 7 5 N a� 1 6 (<( \\,\ \\ � — � I \�N`" N '� -\ \�\\<� �� I EST. 25 CY DDE ■ ■ ■ ■ ■ L�� E T. 590 SY GEOTEXTILE \ \\ \\ • o '� III \�� \ ' /, � 1 �`��\ �� ' \ \\ \\\ \I N 0 > >ii �� \ \ / p-ES . -565 CY DDE \ \ \ \ C �� CRAP - C SCA PROJECT REFERENCE SHEET NO. PE RM I T D RAWI N G 17BP.7.R.126 - ROCKINGHAM 106 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER W/ DENOTES WATER IMPACTS IN S H E E T 4 0 F 6 1 . _ SURFACE P M ELIMINARY PLANS , DENOTES TEMPORARY IMPACTS IN SURFACE WATER \ c.• DO NOT USE FOR CONSTRUCTION DETAIL D DETAIL B INCOMPLETE PLANS BANK STABILIZATION co DETAIL A DETAIL C DO NOT USE FOR K/W ACQUISITION * * * * DENOTES MECHANIZED (Not to Sale) m \le) STANDARD 'V' DITCH SPECIAL CUT DITCH DECK DRAIN DISSIPATER SWALE * x* * * r t' (Not to Scale) (Not to Scale) (Not to Scale) * CLEARING Excavation (TYP) A� Front 2'(TYP) Ditch w MOTT MACDONALD I& E,LLC \ \--kNWS i Natural Natural Natural a< Slope LICENSE NO. F-0669 1.5:1 Slope Q / ? Ground Ground ?•/ 1,'• ,aet NATURAL NATURAL �j, Ground / D 1•1 D F.\p GROUND {tuipaq,, - A --pees! �G° GROUND DOCUMENT NOT CONSIDERED FINAL or flatter m UNLESS ALL SIGNATURES COMPLETED Geotextile (TYP) Min. D= 1Ft. Min. D=1Ft. Type of Liner= Class II Rip Rap Q1 cl Prepared in the . \ \ GEOTEXTILE & RIP RAP -L- STA. 16+60 TO 16+97 RT -L- STA. 16+97 TO 17+20 RT Office of: M -L- STA. 14+37 TO 15+96 -' I INSET INTO NATURAL GROUND PO Box 700 -L- STA. 16+46 TO 16+63 m f Type of Liner= CLASS B Rip-Rap MOTT RA Fuquay-Varina,NC 27526 w=4 FT ' \ \ d=0.2 FT MACDONALD www.mottmac.com/americas O I NOTE: SWALE TO BE CENTERED UNDER DECK DRAINS VERTICAL SCALE HORIZONTAL SCALE ! -L- STA. 14+65 TO 15+70 LT & RT li'I"�5� 25'i I u i '- LU m O !I CD ) 4 DECK DRAINS REQUIRED O 8" X b" SLOTS ON 5' CENTERS m ti � CLASS II RIP RAP N BEGIN PROJECT l7BP.7.R.126 BEGIN BRIDGE UP TO ELEV. 500.2' (TYP.) / -L- STA. 14+62 TO 15+50 LT / -L- POT Ste. l2+50.00 -L- Ste. l4+55.69 -L- STA. 14+62 TO 15+50 RT (STRUCTURE PAY ITEM) / I / DECK DRAIN -I END PROJECT 17BP.7.R.126 DISSIPATOR PAD END BRIDGE -L- POT Ste.2/+00.00 / / 3 TONS/ CLASS RAP SEE DETAIL C -L- Ste. 16+98.31 EST. 40 TONS RIP RAP 11 ' k I m EST. 10 SY GEOTEXTILE EST. 140 SY GEOTEXTILE EXCAVATION IlkEND APPROACH SLAB EST. 35 CY DDE LIMITS TEMP. c) cAus -L- Ste. 17+09.19 / 15" CSP 1 / W/ELBOWS SI -L- PC Ste. 22+39.77 ± WOODS _____ WOODS N �w wCe� Q -PDE PDE - •DEop • PpV=494.69/ �e� \ WOODSkil.„.. E J43'SOIL\ uJ POE E E E E E E E 11 I E R/w 4 - ,�- AMC Ihrtr,., 1.nE x I s T I NG R i w i ��C�� _ ►N��i,�. 410 ,, 4ie4,,, 1�......rn.. E - - - - - �� %c��- F - - - - - - ' F M�l ,��4�A�►�iw�r�i►��►r��r/�L� ia;'.;.: rr.. •=i if►��q . ffn F • 't �Z.i4�4w4�1��t ��44 -,Aili igli fi►n t 04411r1r1� - 7 o �!!!!�!lar.� ii1f1f1f11>f Iaif Iltic�11 /�� '1 ► �p�� o �o SR l D/BR s ii i rrrri i ? -w�'y rd- w ff a� a..,�;=.E� ao==s __,-- - :: , z a�� ' 902 ELL RD o� TB GI, :1-i►��i�-•+im��.1 - -.��mi libmi s. i.Aox tiil��l��tir4.4�4low!� N) SR 1902 DIBRELL RD /9'BST I I -L- I � �,4��i44�4l �4��'�� ♦ y/////��'Tlb`��: ► r� i4 �r��/ I o o� S 46° 07' 3/.3" E TB 2G1 � !y��4�4�4��4��Z'1�=4��►��iMai i �gn ' i1� i�� ti �i1�i�=�':� I% o` ►g Bs - -- te = - - �� i ��4� "NY7,7 61-01.� ynsbr tatnY l'41 0.*'101111M.* 'r�ii � F ��;� 1��ortionatie��444�4 ► ; � �i,.rnI-wog��sr j.�� f��t14�14rr��sissis F - _ - - EX IS IN R w BEGIN SBG / F li �.��4444� .ws •./ h1�� s! ♦1 11617 J4411 0101100 c r. --c'cL . - .n/ nA�ti��1l�1l► i & ♦ �� :� /'��Di��%%%fir si / E - - - - - - - - - _ F BL-104 EXISTING Riw •� •� �.�r.�.�i �A'�� .7�ili�ifi�� fi�r 1 ��17r. " < W 0 0 D S pDE E ' W 0 0 D S +2 8 LT & RT W W 0 0 D S MI /ht e0•1.110' ,f`►`�� y: ,� /D�1�/>�� E _� ,, Iltlth�s �.��.� - - - - -wNe - - - - c6T A ,��_B :�,� i• ��` A W-11* p�w a- - - - - w B- wEe- - WOODS / k I IS Ts TB v�� SPECIAL CUT DITCH B - \ \ e' /�e/zs� SITE 3 WOODS AL SEE DETAIL B - =wLa- - - - -L- PT Ste. 24+00.00 _� / -L- PT Ste. 11+60.23 `� \W,e� -wig- N -w(B- / SITE 2 - BANK STABILIZATION °�T / SEE DETAIL D 4 - STANDARD V DITCH -L- PC Ste 10+00.00 EST. 445 TONS RIP RAP �o a SEE DETAIL A EST. 590 SY GEOTEXTILE \ , O��\ ` , EST. 25 CY DDE EST. 565 CY DDE F,� 4 50' 0' 50' 00' 50' o BEGIN APPROACH SLAB ••••• -L- Ste. 14+44.82 ✓s �,s�^z- _ GRAPHIC SCALE S a a. t- w I F `6. L. I u.) v., BEGIN PROJECT END PROJECT BEGIN GRADE END G' -.DE STA. 21 +00.00 STA. 12 +50. STA STA. 20+50.00 . 13 +00.00 W EL = 502.20' EL = 502.82' z 14 p 1 z :RL- PI = 17+ 50.00 PI = 19+ - .: w MILL . - SPA : 4(a)60' EACH, SI EW 90° EL - 503.77' EL = 502.45' MILL TO ! /4' D:EP CAP:. VC 110' VC - 150' TO w 510 EXIST I P EL = /3.1b' K = 118 K�= 139 EXIST _ _ - I REMOVE - 0 --- D I / i BRIDGE [+10.3489% (-)0. 87% - - j 500 - cc, __ _. .__ 1�4444h1� di.. � � �r _ _ BRIDGE HYDRAULIC DATA _ - - J ^ „ - - _ ice - � - 5 DEPTH • I i� ------ _ -- - - _ - - - - - - _ lif - (� ) - �, EWA I v ,_ - - - - - - - - = YE PORA DESIGN DISCHARGE6,20 CFS E 490 (TYP.) �A S Yl c�� - 1-4 f (� .�."' _ _ r _ EAI ,fir) DESIGN FREQUENCY 25 YRS 0 °' CLASS II RIB RACeistiedsieler DESIGN HW ELEVATION = 497.9 FT SIOPE15:1 (2 FT "�, (NORMAL TO SAP) (TYP.) p BASE DISCHARGE = 9,040 CFS cc .- (STRUCTURE PAY ITEM) ii VII I BASE FREQUENCY = /00 YRS 480 ` i-e, BASE HW El FV AT ION = 499,P FT co EXCAVATE TO 0 N OVERTOPPING DISCHARGE = 15,000 CFS . ELEV=494.0' 1- +o� N 0 5.N OVERTOPPING FREQUENCY = 500 YRS o �a II OVERTOPPING FLEVATIpN = 501.6 FT � tii 470 = w 1'w BANK STABILIZATION 5.0 \ CLASS II RIP RAP ._ +'0; DATE F SURREY = 01/10/l9 (SLOPE 1.5:1) a.o BANK STAB LIZATION NORMAL WS VI v WIC I ASS II tIP RAP W.S.EL VATION ELEV.=485.7' Z I u (SLOPE 1.5:1 AT DA E OF SURVEY = 485.7 FT DAIt 01-10-2019 `I'> EXCAVATION = 1710 CY 460 W X� (STFUCTUI E !AY ITEM an I eL 10 11 12 13 14 15 16 17 18 19 20 21 22 23 PROJECT REFERENCE SHEET NO. PE RM I T D RAW I N G 17BP.7.R.126 - ROCKINGHAM 106 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER W/ DENOTES WATE IMPACTS IN S H E E T 5 0 F 6 1 _ SURFACE P M ELIMINARY PLANS co 27/ DENOTES TEMPORARY //i�!i'/ IMPACTS IN SURFACE WATER DO NOT s� ®� ®Ns�CONSTRUCTION DETAIL D \ \ \ DETAIL B INCOMPLETE PLANS BANK STABILIZATION m \l/ DETAIL A DETAIL C DO NOT USE FOR FaW ACQUISITION • • • DENOTES MECHANIZED (Nofro scale) m STANDARD 'V' DITCH SPECIAL CUT DITCH DECK DRAIN DISSIPATER SWALE * x * t' (Not to Scale) (Not to Scale) (Not to Scale) CLEARING Excavation (TYP) \�y� Front 2'(TYP) '\� Ditch w ,- MOTT MACDONALD I& E,LLC 1 NWS m Natural Natural Natural ,o< Slope LICENSE NO. F-0669 1.5:1 Slope Q / ? Ground Ground ?•/ 1,'• ,aet NATURAL NATURAL �j, Ground / D 1.1 D F.\o GROUND {tuir„tm.. A -.pees! �G° GROUND DOCUMENT NOT CONSIDERED FINAL or flatter m Geotextile (TYP) UNLESS ALL SIGNATURES COMPLETED Min. D= 1Ft. Min. D=1Ft. Type of Liner= Class II Rip Rap Q1 d Prepared in the GEOTEXTILE & RIP RAP \ \ tr) -L- STA. 16+60 TO 16+97 RT -L- STA. 16+97 TO 17+20 RT Office of: M -L- STA. 14+37 TO 15+96 -, M INSET INTO NATURAL GROUND PO Box 700 -L- STA. 16+46 TO 16+63 m I Type of Liner= CLASS B Rip-Rap MOTT M Fuquay-Varina,NC 27526 w=4 FT d=0.2 FT\ t MACDONALD www.mottmac.com/americas / ' O \ \ I NOTE: SWALE TO BE CENTERED UNDER DECK DRAINS VERTICAL SCALE HORIZONTAL SCALE m ! -L- STA. 14+65 TO 15+70 LT & RT Iiiiii�5' 1 Q' 2 5'' "��0' /�� " "_ v y� ��(� III' I IIIIII ! v % / "4.77 O� / - \ ,' f� JIIIIIII aJ ( 1 / vv 7 / / I 1 / �� / I / //� a6a DECK DRAINS REQUIRED /IIIII I IIIIII I I \ CLASS II RIP RAP �\ J \ 96a. n O /% riEGIII�OJECT l7BP.7.R.126 ��'� ` / �G/N BRIDGE l 8" �C, b" SLOTS ON 5' CENTERS I III / 1/11 \ UP To E EV. 500.2' 1 (�P.) / ) �66,Td / / \ ��\ `m6ti / -L- STA. 14+62 TO 15+50 L ��' i hh 1L ///POT Sta. l2+50.00 \ =b/� -L- STA. 14+62 TO 15+50 R /1 III 1111 IIII I . 1 a (STRUCTURE,PAY ITEM) 9� ( I - / 7/ >-f Sta. 14+55.69 V II � I � I ��\j�- A 4� �� - - - � v I //,A �� c_ _ DECK DRAIN I I� I` I END PROJECT /7BP17.R.126 \ \ I - aa (� 1 // - - / \ DISSIPATOR PAD /:'''''‘ii:011.iviliiiiiii\lill ' I1 I I \l I I END BRIDGE -L- POT ta.21+00.60 / > - - - _665- A 1, //// \ NL - - - - 494_ _ B RIP \I r 1 y v \ \ 1 //1 I /l/ \ �'` - _ j EGL4Ss TONS �P / SEE EST. 4DETTONS RIP RAP / Z I I111�11'' I I \ -L- StO. 16+98.3/ 6a 6 ` \ _ \ \J bb EST. 10 SY GEOTEXTILEEST. 140 SY GEOTEXTILE EXCAVATION1 1\ \ \ ' ` END' APPROACH SLAB I ) / ( - 1P [11 \ \ - n° _ EST. 35 CY DDE LIMITS TEA�IP. \ t!( -L- StO. 17+09.19 �� I / l / \ ms- - �" I �11I //A _ I _� _ - �� %� I 15" CSP . ::. I CADS \r u/1 V5 \ \ / / / \/ / \ a \� - / - J / , - , 15" CS Ws S: 2 �w 22+ 9:7T�m- /r'(\ k \ \ \ �_49a / - / / SI IC ��\ ;1 \�\ \ ` / O /� / -L- PC Sta. - � � I� \ �'� - - �Aq� \ \ / WOOD\ \Po f I(.;I�� 1 \ \ WOODS / / I m4 / - _ \ \ ✓ WLg� - - aez- I'\ l / aA `.�. ^! \).b- / / / / -/ - ` \ y1 bib I I\ �� / C\l �\ ` -PDE \ PDE DE It i::,.�F/ I" �V - - / / 0 1 y V=4946g, - 1 5e° I � �<B woo vs n �/ \\ \ "1 \T1 ,\ E - � \ � � � � / 1 / I � ' � ms _ - / /_ �\\ �, gip- / E,, III �\ 6\ _ � Y �� PDE E E -E _ -E E� E a� E ) ' ( / ,1 SOIL I/ 6_ d \ - - - - - - \\ d _� /� (; \IhIII ►�� ` ^�. ass " / \/ / I S� �I G _ �� - -'� �\�s6b e - a- - - ba�Jf \�566 ��` c � a AIMQ,/ U,11@l�til�'��- F Pfaf a \ - - / E \ \ I �I / t. - - _ f �hfi+� bb e i ba, \� _ .rr�►►�C�7��__��'�► �� I,��/950�: �U�IIf„fl'�� s �� _ rL \ \ -mms� '•tom _ - - - - - - - - o[,b - �, 1! [R0---►_�;��►�.t' l �►. A►� �ts1: '.A - ' L�1.�1,4"o ir�i - ---� - =�" - = i �- - -_ _ - 6c- - - - - - •� �� _ ��- ri Z P \_ 1► T nti A\,�i►``��1�.1i - �64 -s6b -s6a - - - - -_ - / / / / -� z i % ■.� .�` ►._ . %�. �. J .e.�/lI1i1i�� ebb / / s6a �__�=mm 3q�s�ii„_._s1�1 `��`0.��- �,,,� .. �� :ail/'�1� +� ��`,1 I��. �t� �hfi�+�d�� ice" �- -� �- bb= t6b- -\ -=mms - - i -zes ,...rY■tidy�7 ► �r 1 sv rll' ► .All.lf � :•.�1�r♦r� �.rrir�r�a -ems 66b 05 \ / / / - ems- - - - - - mme- -�- G+t► �� S � �, 1�� lllf: - - - - -mme mme - - - - J sme/ / / /. - r tits!�;1 ♦✓�41�':•Ix1+40.LA14 �`�IIy�/. �1401l>t. Allig51 �t lla- iTert�!l ,. t - - ims -�. zms- / _ / o J N SR / -ms ii"errrr -. .. = a. c a..,�c= � ace t-. -=s: z�s�� _ - - - - - o 19' 6/BRELL RD o� ----_--L_ T' ♦ �I�i%?T��+�1 ��NNW'®gfOlVnnsean►.�5�v � an�1►r rl .. , ��._♦l�� ! � �zms- I N) / /'' �m��SR 190gBRELL RD/9 BST o - I �� I 1tP �7 t � / ,e - o N u ■■■i�'��'►��1►''P`�1'��1TnGtliti��U'Y��r l rt 'Isli►�I ��.�■■■� I \ �m - -507 - �5� CO S 46°07 3/.3 E �� !��®��,��'��0�= ��i►M�'�iCl��„�1�,,,,,,q�1�4= ,,��i�►��,�I I>,_a�l,:��/ o) - - ` -_ - `-- e_ - - - _- - • _ i., r A�:yra drG�N�� 9'S■s�.�� '� -mi \ -gym" - _5mm ee : l�G�C7 �� _� �� s-r �� ' 5mz- _- 5e3_ \ n..,s- • •t .� .tips r ai1l,ttY ��i� k. �_ - - - ►..�. -'��,. �1►Ib j m 1 I 1•%�� 2421 ,OIo� - 5mm 4 5mm m �� __ 499 - - - - - a99 -��i�� 72:��pS�?c�G �►�EDi��10��/ lYi■■1. y 97 _ - sm _ 1�. -� 498 497- - ` - ` - V�1��. a�/��7 `�i.�i -�-�-s I/y��I�_ .,�f �♦ �� ' - -__ its,,, ♦��'V.11 M► �� _ ' n 'T' 497- �_�_ 4 6 -498�= \ /�/-- / �/ ��%%'CI� '��` 9 iEiE'n'•fiA '��_- .1/.1If►� y' A� T� \v �+Ilti�� ,��C 4�� -9F �- 494 �� 495 / / / -494- - - - - Il i-K7 - - 496- 49 - �`�fp s . .��4�' - - •L 95 - - = �I - --gam - CIE �'±� ,r� .��f��i.ae►a�� .z� r4r l� i ! i��.�nr - -_- _ - _ - - - �F - - \ / / / / - / - - - � -495- - - �C �BG � � ��G imp 8 2 a.. �I / / I / P '\\` ``I i" E- J --- ---------'--'S___-_-_--_______ - _ °�_' �� \ \ / / �r / / a .�� .D��1 �etti.r st _ �J�' / OPT DE \ \ - .ter/bat Fr 9 �.J - - - / �_ 6 -� WOODS \ Jl - / e� '�i�i� ' a "�► s �-� % �G'tP$ \".; l \j' " _<- r - 494= - ,,,‘,-.•-. 'i`� - =WLB - - _./. / \ \ �` - ( ' 28 LT & RT - ae c3ea � ��► ., �yy� r n gun- \ _ 1 ( \49y \ b, i - ` �__ � -(0 \ �a, ...M ti,ri-� , ` _ /0, 4',� / l �I --,_. ` ;WI �G�W1-D - ,` 93 -N}L�-_ - - * ..LB _ y�\ 9 - \ \ L I 2( / l l / _ J / I /� �- j /mot :r..��i. 49z \00 S \ I IL 2 0 i ` .,, �_= -�i%/� Pr, % J�/`�s ?DE :� \ `� •,//,/Ai \ LwL6 _zbb \ - - -493 \ \ °96 \\ \` \ ` \ n 1 r l \ - y� \� , jaB-/ B' B- ►: . r i l * �� B / \ '96' \ \ Se ,\ \ \ \ s `� fr / i� SEECEAL CUT DITCH C6,, * i l\ �� \�B \ �t0. 2' t10.00 \ ] \ //// \ ��/ / / / ` SEE DETAIL B wLe=-_ � ( - / / // /( \�iij. $ITE 3 1 WOODS vJ I \ \ I\ \ I I = - - Y \ \\ \ \ \ \\\ sa h �� -L- PT Sta. 11+60.23 b �»>j)��j///^ / 4 \ \m \ 1\1 I� IS f / J\ , _ -- _ , _ *_/ \ _ 1 �i ��_� \\ \ \ �' \ ( \ �wLB�� -� s S64 7 // / ---' / -� L \ \ ll 1 J SITE 2 / J \ �\\\ \\ �\ \ \ / �O / // L BANIK\STABILIZATION `moo ` -/ \ a e �� se N .0 1 / /O1 1 -493� stE DE 'AIL,,D ,\ /J 4es. \\\ \ 9 sTA DARD V DILCkT \ 9 s� \SB\ s \ -L- PC Sto 10 0 .00 )//�/ 4 \ - �, EST. 44 TONS RIP RAP �� \\\1�_ / SEE DETAIL A [_ / \\ \ \ ��\\\\\\�\� \ 1 gob J / / �j�r(<� � \S 49 ` -EAST. 590 Y GEOTEXTILE \1' c \ \S�\� \ EST. 25 CY DDE se se \\ • \ \\tom\ \ \ S1�565 DE \` \ \ �6y \ �o- I9� \n ?/�lf�/��1�((�� \ \\ � � � - 'I \ \ \sue 5 �\� � \ -��l (- /66b� �\ 50' o � 50' \\ �lool .� . �150 -� ��_� -�� 49� \ems �� \ \ ` \�\\\\\ \bB� \\ \\�`� �\ 6 ` \ ■ ■ ■ ■ ■ \ �� l l� 1 ��// Af PRO, C _LA: _ 1 ,__- \ S b® 6b - 1 / > _ / - - -_ _ GRAPHIC SCALE _7 ) _. 2 /\ < s////�\vwv / ( / A v �� - v vv 1 vv AM11111111I 1 v ,/ a I- I w EI a- II BEGIN PROJECT END PROJECT STA. 12 +50.00 BEGIN GRADES END GRADE STA. 21 +00.00 STA. 13 +00.00 STA. 20+50.00 W E = 502.20' EL = 502.82' z 14 O I I Rl DGE CL STA. + PI = 17+ 50. 0 PI = 19+ .: : j�j� j� w MILL ; , SPAN: 4(a)60' •C , s : 91° L - 503.77' EL - 5d2.45' III II MILL TO ! /4' DEEP CAP:. ,IC 110' VC = 150' TO w EXIST : P EL V. _ . .' II • - = 2:4 ■�■� ■� - a- 510 I+10.340 gillillidill I _ 1.58677. , OPIIIPIIIN ■ +)0.49-3 .* 40r. p �!! irW$$ii ;� 1D1Eco V YDRAULIC ir 'ITA ,- --\ .E 490 (� j��iu `1 iniii CAUSEWAY I iioNv yri i�Vi s it _'Y- - -/ - - - - --- - A = • . - DESIGN iIS�H E " '6• CFS 1►' ��oN DESIGN Ri E CY : 'IYRS CLASS II R1� RACA '��'lir I".".". .1 .. r 41 DESIGN W LE 'TION - ' ''7.'i FT `'► 'NIH�i�ii aim UMW A,'1 BASE I r C' G i =SI�P--E 1 5:1 (2 FT TI'71CK) �I .�, _ /i�h li%i��/,T''0 ^. • A i� r Air maw A - • •4• CFS (STRUCTURE PAY ITEM) w 1 BASE ' 'E11 ENI Y = l•• YRS 480 , �, BASE 1 FV AT ON - A!so FT cu EXCAVATE TO V OVERT ''P/ I D/► • A E = 1 . Olt• CFS c ELEV=494.0' 1- +os N a OVRT• "P/ 1 F 1' •UE CY = " 0 YRS o E ._ II OVERTI ''P/ 1 F El ATI N = l.:I FTs • > W I I- N 70 : • / 0//9 BANK STABILI •TI•N 'o DATE ' ' RV: Y W✓CLASS II RIP • •P . 6; (SI OPE 1.5:1) • •v : •NK STAB LIZATI• o•MA ws I ASS II tIP • • • W.S.EL AT •N :LE .-4:5.7' J " II (. ,OPiE 1.5:") AT DA : • R ': .. r ' I 4 L O t 01-10-'019 x EXCA ATI N = 1710 CY o w .xxx (STF CTU E !AY ITEM 10 11 12 13 14 15 16 17 18 19 20 21 22 23 0 PROJECT REFERENCE SHEET NO. iiiiiiiiid „ :.,-'.7.R.126 - ROCKINGHAM 106 X-3 150 140 130 120 110 100 90 80 70 60 .0 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 pP ELIMINARY PLANS IDO NOT ILTIE FOR CONSTI•.'UCICION 210 ct PERMIT DRAWING J5�'CZ I: SHEET 6 OF 6 L-) ,-, x W -3 0.020 0.020 E- W 500 .L-N / -- T 50 _ - .500 W W \ C � , : 490 490 • 18 + 50. 00 x 1 0 = 5.0 5/0 M W 0.020 0.020 C 50n 11 _ - _ _ CO 502.15 Tr _ / $ 4. W \ -500 J W \`\ - - - - - - - - -- - --- - - - - - - - - - - - - - - - - - - - \N` ,,- ___ — - - - _ _ _ . Z 490 — — 4q(Z w 18 + 00. 00 z ce 0 > z w 51D c 5/0 ;� W ct 0.020 0.020 w _ _ W 500 1 ''1 502.06 -[` 500 W / E W N U / N D — ,/ N .- _ Q �_� N - // -- 1 _ _ — — — — — I 490 491Z 17 + 50. 00 0 4 s- i N .5/0 Silo , N k •i kJ 0.020 0.020 v-- CO 5190 'y1 W EXISTING WETLAND BOUNDARY 500 00 11 � 497.54 � � 1. 111 T. E 490 491.2 490s 17 + 00. 00 Cr Lq END BRIDGE 16 + 9&31 ce ,.I I I I I N O 501 lki 500 - Lu N -�1 , •0 V o 487.34 16 + 50. 00 NC 480480 o E •- o - / - 150 140 130 120 110 100 90 80 70 60 .0 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 WETLAND AND SURACE WATER IMPACTS 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 15+80-16+43-L- Bank Stabalization 0.016 0.005 100 20 1 15+97-16+43-L- Temporary Causeway 0.023 53 2 16+60-17+20-L-RT Cut Ditch/Standard V Ditch 0.003 3 14+32-16+04-L-RT Bank Stabilization 0.030 0.002 180 10 TOTALS: 0.000 0.003 0.046 0.030 280 83 NOTES: Site 1 -->Wolf Island Creek NC DEPARTMENT OF TRANSPORTATION Site 3-->Tributary to Wolf Island Creek DIVISION OF HIGHWAYS 3/1/2021 Length of temp causeway impacts are within length of permanent impacts along Wolf Island Creek. Rockingham County Brg#106 17BP.7.R.126 Revised 2016 09 09 SHEET 1 OF 1