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HomeMy WebLinkAbout20170345 Ver 1_X-XXX_960713_Permit Drawings_20170324Hi�Y1Wdy North Carolina Department of Transportation ;<;'��, , Storr�Zwa�er �" ,,,,,,,,,.,,, Highway Stormwater Program '��-;���-�� STORMWATER MANAGEMENT PLAN �'''"�a�:�=`� P (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.11.R.119 TIP No.: SF-960713 County(ies): Wilkes Page 1 of 1 General Project Information WBS Element: 17BP.11.R.119 TIP Number: SF-960713 Project Type: Bridge Replacement Date: 3/21/2017 NCDOT Contact: Marc Shown, P.E. Contractor / Designer: TGS Engineers/Thomas Fletcher, P.E. Address: 1590 Mail Service Center Address: 804-C N. Layfayette St. Raleigh, NC 27699-1590 Shelby, NC 28150 Phone: (919) 707-6751 Phone: (704) 476-0003 Email: mshown(a�ncdot.qov Email: tfletcher(c�tqsenqineers.com City/Town: Moravian Falls County(ies): Wilkes River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 425 ft. Surrounding Land Use: Forest with some rural residential Proposed Project Existing Site Project Built-Upon Area (ac.) 0.2 ac. 0.2 ac. Typical Cross Section Description: Two 9' paved travel lanes w/ 3' grassed shoulders (6' w/ guardrail) Two 9' paved travel lanes w/ 3' grassed shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 400 Year: 2025 Existing: 100 Year: 2016 General Project Narrative: Replacement of Bridge No. 960713 on SR 2486 (E. Meadows Rd.) over Cub Creek in Wilkes County southeast of Moravian Falls, NC. Proposed 65' long by 24' wide single- (Description of Minimization of Water span bridge to replace existing 40.5' long by 20' wide single-span bridge. The proposed grade will be approx. 3' to 5' above existing ground within the vicinity of the bridge and Quality Impacts) roughly matching existing ground by approx. 170' right of the stream and 100' left of the stream (looking downstream). The proposed bridge will have no direct discharge into the water. Grassed shoulders are to be widened from existing and will be substantially flat allowing for diffusion and infiltration of the roadway runoff. All stormwater runnoff will be discharged at minimium slopes, yielding minimum velocities. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities possible. Waterbody Information Surface Water Body (1): Cub Creek NCDWR Stream Index No.: 12-41 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains 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 justification in the General Project Narrative) General Project Narrative) See Sheet 9-A For Index of Sheets ��1��� �ll' ����� �����Jl��� � �� �Y ����� �� �1L�� V'V' � Il � WILI�ES CO U1�lTY LOCATI011I: BRIDGE NO. 960713 OVER . CUB CREEK 011t SR 2486 (E. MEADOWS ROAD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE �, � � L 0 � Q 0 o= � �� 0� N�- �� Nz \/ InX= �9607L3 Rdv tsh2.den 3/21/2017 825:12 AM TGS � �O O V ., � V � � O V –L– STA. 10 + 00.00 BEGIN PROJECT 17BP.11. R.119 BEGIN —L— STA, BRIDGE WETLAND AND SURFACE WATER IMPACTS 11 +59.33 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED AND HORIZONTAL SSD. n c; � � n ( m� m; �! END BRIDGE –L– STA. 12 + 26.66 , ___—� , � - - \� y ---- �, —� �� ,� �� I �, �`� �� ��I ` � �� ��, � � �� - - -- --- - --� �EA� � ND PERMIT DRAWING SHEET 1 OF 5 � —L— STA. 14 + 2 5 .00 END PROJECT 17BP.11.R.119 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS ENGINEER 0r, owr,y c GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�NS PREPARED e,,: P�,Ns P�PA�o FOR: �e,4� +��� 2O lO O 2O 4O ADT ?O�b = �OO TGS ENGINEER$ NCDOT � � o * - -� 804—C N. LAFAYETTE ST PRIORITY PROJECTS UNIT T= 0 /o LENGTH ROADWAY PROJECT 17BP.11.R.119 #960713 =0.067 — SHELBY,NC z8tso � � PH 704 476-0003 1020 Birch Rid e Dr. � � PLANS V= 25 MPH LENGTH $TRUCTURE PROJECT 17BP.11.R.119 #960713 =0.013 ���CORP. LICENSE NO.: C-0275 Raleigh, NC �7670 �.,yP o@.� � TTST = O% + DUAL = 0% SIGhATURE: P� oF TRAMbQ 20 10 0 20 40 TOTAL LENGTH PROJECT 17BP.11.R.119 #960713 =0.080 � � JIMMY TERRY PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER PROFILE (HORIZONTAL) FUNC CLA$$ = RURAL - ENGINEER /�qY U, 2016 LOCAL R.E. BURNS a soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 pROJECT DESlGN ENGMEER LETTING DATE: PH fT04)92<-86C6 SUB REGIONAL TIER PROFILE (VERTICAL) zo�z sznnrnann srEc,Ficaz,onrs PE MAY 17, 2016 S7GNAT[IRE: �i � ro CUB CREEK STREAM IMPACTS LENGTH TYPE DESCRIPTION PERMANENT 0 FT NONE NO PERMANENT IMPACTS NO TEMPORARY TEMPORARY 0 FT NONE IMPACTS BEGIN PROJECT 17BP.11.R.119 —L— STA. 10 + 00.00 � SITE 1 WETLAND IMPACTS ACRES DESCRIPTION PERMANENT <0.01 FILL IN WETLANDS TEMPORARY <0.01 HAND CLEARING IN WETLANDS 10 GINYN DAVID ROGERS DB 1014 PG 61 � tX/ST� �� R ���� �� R � ---- � ��_���� � ��,- F – � � � � � � \`�.ti�� � �, � � � �, � ���� ��_ F � �� �z � � � � � F�=s � � �\ T � R��� � �� � A � � c � � �� � �, \�� ��,_ GWYN DAVID ROGERS DB 1014 PG 61 �� � �� � � � � � � � � � 960713_Hyd_prm_pin.dgn 3/21/20U 13A:08 PM TGS PERMIT DRAWING FOR BRIDGE #960713 WILKES COUNTY EXISTING BRIDGE DIMENSIONS: 40.5'x20' (SINGLE SPAN), 90 DEG SKEW PROPOSED BRIDGE DIMENSIONS: 65'x24' (SINGLE SPAN), 75 DEG SKEW SITE 1 FILL IN WETLANDS \ HAND CLEARING IN WETLANDS wa-1 �' , � • `� �� � .� : !` . , .� .� _��� �'��• �..-�� �! ����--����\•� ENTURY LINK = _-C1� D I I �_ \ \ �. � SEE DETAIL A�� �� � DUKE OWER � � � �L�, i� PROJECT REFERENCE NO. _l7BP.11.R.119 TGS ENGINEERS � 804-C N. LAFAYEITE ST �� SHELBY, NC 28750 PH (704) 476-0003 CORP. LICENSE NO_: C-0275 PERMIT DRAWING SHEET 2 OF 5 JOHN W� & ANN Ho TUTTLE DB 1196 PG 28 � X�'� i R'�, G ,� �I / , \`� � 1 �, �,� � CUT TO FILL TRANSITION CLASS B RIP RAP EST. 5 TONS WF�-3GEOTEXTILE EST.10 SY �- \N� R� G��� > � ' -- � ' � _.-_Rbh'M0� �.: \�� � i / , �/ �; "� / � �" , � �� � � / , = �� _ _ � ��_�, ,; = � ,�– c _ — -- ��' S RD,- - �s' % EADO � " ,,i= '� � 86 � � �- � � � SR 2i i`�,�,j �e ��,;t`,n / i �5� ��'� <' . � � EX r,-,i / CENTU�'L�N�/e� ,,-�, ��•,.; r�,,�`^ =��ED-I�� ; � �� �G � � EXISTING TI� ABUTMENTS TO BE REN i� AND SLOPES CU� BACK AT 2(H):1(V) MAX. �� AND LINED WITF��L. II RIP RAP �� �� (24" THICK, KEYED-1N� (TYP.) � ���� ��� � �"�'- � �p � `' \ �\ # q � BIVI T3�9 � � �T_, � T& �� � ( . �256.39 � �ti M 1 ��s� `\\ � \ � DETAIL A \ � ABUTMENT REMOVAL � � ( Not,o s�ale) F � ¢Z ¢Z tiuf �Uf �� r� "'jm EXIST. "'jm EXISTING a BRIDGE a EXISTING ROAD :� -�-'%�' ROAD ' .� __J�: �: �. ,'------ , ;-,�,, � .���EXCAVATE� � NG �-? �i TO NG ��� � NG (Sfrucfure �,' Pay Item) U� CL. II RIP �RAP EXIST� CL II RIP RAP ?4" THICK (TYP.) STREAM KEYED IN (NP.) \ T �� � � � � \r 12 END PROJECT 17BP.11.R.119 -L- STA. 14 + 25.00 T� �EADDUKE� POWER' �MA � 5 PAUL BROINN OSBORNE DB 555 PG 284 F F �'.*� ' � �.� r�� DENOTES FILL IN WETLAND DENOTES HAND CLEARING �i � ro CUB CREEK STREAM IMPACTS LENGTH TYPE DESCRIPTION PERMANENT 0 FT NONE NO PERMANENT IMPACTS NO TEMPORARY TEMPORARY 0 FT NONE IMPACTS SITE 1 WETLAND IMPACTS ACRES DESCRIPTION PERMANENT <0.01 FILL IN WETLANDS TEMPORARY <0.01 HAND CLEARING IN WETLANDS 10 r-�-��.� � �- �`�`" `�-�-�� GINYN DAVID ROGERS �� DB 1014 PG 61 � \`�� F/ST R � PERMIT DRAWING FOR BRIDGE #960713 WILKES COUNTY EXISTING BRIDGE DIMENSIONS: 40.5'x20' (SINGLE SPAN), 90 DEG SKEW PROPOSED BRIDGE DIMENSIONS: 65'x24' (SINGLE SPAN), 75 DEG SKEW -- �� � � - _ � � _ ���w �Tl �zae ppE , = 1T1 �E i PDE � � -� R �_ ! � �� I - Fi L_,�"1 ] � � \ -` �� L ---- / . `� 1 �� �%� / � , _. � � � __ � � �_���� _ —,__ BEGIN PROJECT / � ��� � � ��s�,���� 17BP.11.R.119 �, - � � �� � �� .� � � -L- STA. 10 + 00.00 �� -- � FXisTi�� � `� � � � R��, � � � � � \ ��� ���, � ��� � -�, � � V � `� � � �� � \ GWYN DAVID� ROGERS � � � nR ipl4 P�t 61 \`�� � �• � �� � � � � � � � � � 960713_Hyd_prm_pin.dgn 3/21/20U 13A:58 PM TGS ,� ----- ---, ENTURY LINK _ ___--- i - - -__CSP D I I _! __ _ � \\ , � SEE DETAIL A �-� =(, - � � � ���� � � � DUKE ,� ,, � \ 0 W E R � = \ �� �-�,\ 4 \ \� - \ �� \ - 85z, � DETAIL A ABUTMENT REMOVAL� � � z ( Not,o s�ale� ��� az az tiuf �uf �� r� "'jm EXIST. "'jm EXISTING a BRIDGE a EXISTING ---- -- �,�. ��;� ROAD ,�. i y� �� � ROAD � .���EXCAVATE� � NG �-? �i TO NG ��� � NG (Sfrucfure �,' Pay Item) U� CL. II RIP �RAP EXIST� CL II RIP RAP ?4" THICK (TYP.) STREAM KEYED IN (NP.) SITE 1 FILL IN WETLANDS \ HAND CLEARING IN WETLANDS ��ti'�-1 E ` JOHN W� & ANN Ho TUTTLE DB 1196 PG 28 � ,; CUT TO FILL TRANSITION CLASS B RIP RAP EST. 5 TONS W�-3GEfJTEXTILE EST.10 SY II (�jR ,. ! ' �� � .���� � ��ss ��� � � �,�� PROJECT REFERENCE NO. _l7BP.11.R.119 TGS ENGINEERS � 804-C N. LAFAYEITE ST �� SHELBY, NC 28750 PH (704) 476-0003 CORP. LICENSE NO_: C-0275 PERMIT DRAWING SHEET 3 OF 5 4 " � J. � � --x- � -- ; — � � — / :� j __ .-.-.-R6M0� �\ �— � � � � R��, � �-' �/ � �N ; --�(-1- „ sz / � ��� r, �J,� %� _�_ -�� ,- �,�-' = , = � � --� - - � - �,� � - i � _ � J ��' � R� ---- � ,-- c - , _;_� , � , J� � 6 �A�� 5 = — , - = 2 ,�z� % ; , ,._ , �, R 2�� ��� � � ,?5m �5��� R `�`" , � �EX� r�� ,�, / C E N T U�'L��� E/ M��'-��� %Q P �I�� , � i� -- � c/� N C �`� - �r�, a �1 i� � ���_ � �` �_, �G �� � EXISTING TII�eER� ABUTMENTS TO BE REMOVED � � � AND SLOPES CtJ� BACK AT 2(H):1(V) MAX. \� � AND LINED WITF��L. II RIP RAP �� � � �� �� (24" THICK, KEYED-1N� (TYP.) � �r`�-, � �-�''� asz� � �, BM #I `���` � � � , �T339 L;� � , Te ��vi �. 25F.99 \ ��M1 � � � �'� T ��4� � �,''��� .�' ; ������ ��� � �� F F 12 END PROJECT 17BP.11.R.119 -L- STA. 14 + 25.00 T� �EADDUKE� POWER' �MA � 5 _ � PAUL BROINN OSBORNE DB 555 PG 284 DENOTES FILL IN WETLAND DENOTES HAND CLEARING 1,258 1,254 1,250 1,246 1,242 1,238 1,234 1,230 10+00 100 YR. W.S. ELEV. = 1249.7' 25 YR. W.S. ELEV. = 1249.1' PROP. GRADE -' EX. GRADE � BRIDGE HYDRAULIC DAT A DESIGN DISCHARGE = 800 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEV AT lON =1249.1 FT BASE DISCHARGE _ 1100 CFS BASE FREQUENCY = l00 YRS BASE HW ELEV AT lON =1249.7 FT OVERTOPPING DISCHARGE _ 1500+ CFS' OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING ELEVATION =1250.80XX FT Mx OVERTOPPING ELEV REPRESENTS LOVyEST HIGH POINT ON DECK/ROADWAY, OF/ PAVEti1ENT @r-L AGSTA.l2+84.69 DATE OF SURVEY = 9/20/20/6 APPROX. W.S. ELEVATION ON DAT E OF SURV EY = 1243.0 FT 9607I3 Hvd prm ptl.den 3/21/2017 834:58 AM TGS PROPOSED BRIDGE GL -L- 11 + 93.00 - PROP. 1@65' 24" CSU W/4'-0" CAPS PROP. GRADE = 1251.41' SKEW = 75 DEG. (� EXIST. BRIDGE I TO BE REMOVED � � - APPROX. W.S. ELEV. = 1243.0' � ON DATE OF SURVEY (9/242016) EXCAVATION TO ELE.1245.6' 11 + 00 CLASS II RIP RAP KEY-IN 3.5' (TYP.) 12+00 I"' I'� C�) I�°' I I.; I��:; -1i34i9i !+)3AZ48% �f - ��� �� .---'-- �' 13+00 14+00 PERMIT DRAWING FOR BRIDGE #960713 WILKES COUNTY 1,258 1,254 1,250 1,246 1,242 1,238 1,234 1,230 15+00 PERMIT DRAWING SHEET 4 OF 5 � ••. . � � •'•� � � .� � .� � � � � � � � .� � .� � :.. .. :::::: :::::::::.�:::::::::::. ... .. 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