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Home My WebLink About20180072 Ver 1_SF-220034_Permit Drawings_20180105_20180112I-�i�h�v�V North Carolina Department of Transportation �'�;� Stc�r�i��vat�r ' �,� ,,,,,,.,,.>, Highway Stormwater Program � f STORMWATER MANAGEMENT PLAN �`'��' (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17.BP.12.R.104 TIP No.: SF-220034 County(ies): Cleveland Page 1 of 1 General Project Information WBS Element: 17.BP.12.R.104 TIP Number: SF-220034 Project Type: Bridge Replacement Date: 1/5/2018 NCDOT Contact: Marc T. Shown, PE Contractor / Designer: TGS Engineers (David B. Petty, PE) Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Raleigh NC, 27603 Phone: 919-707-6751 Phone: 919-773-8887 ext. 104 Email: mshown�a ncdot.gov Email: dpetty@tgsengineers.com City/Town: Kings Mountain County(ies): Cleveland River Basin(s): Broad CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 700' Surrounding Land Use: Woods, Farmland and Rural Residential Proposed Project Existing Site Project Built-Upon Area (ac.) 0.6 ac. 0.4 ac. Typical Cross Section Description: Two 12' paved travel lanes with 4' paved shoulders (4'-9" to face of guardrail) and 4' Two 11' paved travel lanes with 3'-6" shoulders (1'-6" paved) grassed shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 3900 Year: 2017 Existing: 3900 Year: 2017 General Project Narrative: Replacement of Bridge No. 220034 on SR 2033 (Oak Grove Rd) over Muddy Fork Creek in Cleveland County West of Kings Mountain, NC. Proposed 170' long by 36' wide (Description of Minimization of Water double-span bridge to replace existing 160' long by 28' wide four span bridge. The proposed grade will be about 1' above existing ground within the vicinity of the bridge and Quality Impacts) roughly matching existing ground outside of the bridge. The proposed bridge will have no direct discharge into the water. The minimum number of deck drains necessary to maintain safe passage by the traveling public will be installed over the overbank floodplain areas as far from the stream as possible and diffused on riprap dissipators. Stormwater runoff from the proposed bridge is to flow to traffic bearing grated inlets on at the northwest end of the bridge where it will be diffused with a riprap pad at the proposed pipe outlet. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. Bank stabilization will be added to both banks under bridge. A temporay workpad will be needed to install interior bent. Waterbody Information Surface Water Body (1): Muddy Fork Creek NCDWR Stream Index No.: 9-53-6 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: Muddy Fork Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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) M 0 � O V • � � V `\ � O V Srr Shr�l /A Fo� lrn�r�: of n�/;; 5�'��'1� ��IF�' ��1-� (�'�� I ' ��JI,1�� s�'`� ��`�'1[�I[��I� �II�' I�I ��'�y� CLET�ELA1�lD CO U1�TY LOCATI011t: BRIDGE NO. 220034 OVER . MUDDY FORK CREEK ON SR 2033 (OAK GROVE RD) TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVIIVG, A111D STRUCTURE WETLAND SURFACE WATER JAN UARY 5, 2 018 —DR— STA. 11 + 60.00 I TO SR 2044 (NEW CAMP CREEK CHURCH RD) � � PERMIT DRAWING BEGIN PROJECT SHEET 1 OF 5 17BP.�Z.R.�O4 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. DESIGN EXCEPTION REQUIRED FOR VERTICAL CURVATURE AND VERTICAL SSD. IMPACTS PERMIT END BRIDGE —L— STA. 15 + 05.19 � TO SR 2045 (LOVELACE RD) —L— STA. 17 + 50.00 END PROJECT 176P.12.R.104 BNC��]P➢.�°ll']E 1�1L.4�N� DO NOT USE FOR R/W ACOUISITION DOCUMENT NOT CONSIOEREO FINAL UNLE55 ALL SIGNATURES COMPLETED NCDOT CONT.9CT: V I R G I1V I A M A B R Y HYDRAULICS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ENczxEEx �� PLANS PREPARED BY: PLANS PREPARED FOA: i,� -� �✓t�� SO 2S O SO lOO ADT 2017 = 3�%OO �-� TGS ENGINEERS /r,,. � � NCDOT a * 804-C N. LAFAYETTE ST PRIORITY PROJECTS UNIT ( T= 7/o LENGTH ROADWAY PROJECT 17BP.12.R.104 #220034 =0.100 MILES - SHELBV, NC 28750 702o Birch Rid e Dr. \�,��l �� V= 55 MPH LENGTH $TRUCTURE PROJECT 17BP.12.R.104 220034 =0.033 MILES � PH po4� 476-0003 Raleigh, NC 17610 ;�� Uva� PLANS # �� CORP. LICENSE NO.: C-0275 Y� �^��. �� ,/r * Tl'ST =3% DUAL =4% TOTAL LENGTH PROJECT 176P.12.R.104 #220034 =0.133 MILES s�cxATuns: V�d'"" 50 25 0 5o too � � JIMMY TERRY PE ROADWAY DESIGN �GHT OF WAY DATE: � rxo�Ecr rxciNEEx ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = MAJOR JUNE 20, 2017 COLLECTOR R.E. BtlRNS a soNs co l0 5 0 l0 2o P. o. BOX "68 SANDRA MELVIN S7A7ESV�LLE. NC 28687 pROJECT DESIGN ENGMEER I.ETTING DATE: PH f7041 924-86<6 PROFILE (VERTICAL) PE JUNE 20, 2017 SIGN.-0TURE: r � 0 0 O EXISTING BRIDGE DIMENSIONS 160'X28' (FOUR SPANS), DENOTES TEMPORARY 90 DEG. SKEW - \ S-� IMPACTS IN SURFACE WATER PROPOSED BRIDGE DIMENSIONS 170'X36' (DOUBLE—SPAN), 90 DEG. SKEW TOTAL PROJECT LENGTH — 700' �� DENOTES IMPACTS IN SURFACE WATER BEGIN PROJECT 17 B P.12 . R.104 —L— STA. 10 + 50.00 Wi �i'�DS PROIECT REFERENCE NO. P E RM I T D RAW I N G S /7BP.l2.R.104 (SF —220034) FOR BRIDGE #220034 ?'Us TGS ENG//VEERS E'n:;,,FF_ 706 H/LLSBOROUGH ST CLEVELAND COUNTY � SUITE 200 � RALEIGN, NC 27603 PH (9/91773-8887 STREAM AN D WETLAN D IMPACTS 0 0 02 � ADELAIDE A. CRA�ER JOSEPH Ne CRAVER9 II DECK DRAIN DISSIPATOR PAD SEE DETAIL 1 PROPOSED DECK DRAINS E E� � F — -- w ��------ F --- /� � / /� R W F i FX� �ir�c R�w ,__,----- � �. . —.. - _-^r,r=�_— �----F �� rr -—— — — —!�— - -li- —L— � � , � �;�", � �, I A�"�`� i� - N•- t .,,,=,f= TB 2G1": TB 2G1 � — —�-_ -- ,L_---_ 6L-� - —F —`� --__ _ -_�_ - -� --- -F— F — ---- — � E�i�TiN� �;v� � - �F � � / /C \ 15 W/ 2 ELBOWS ,� W0�_)D� PERMIT DRAWING SHEET 2 OF 5 = NOTES: � 1. MUDDY FORK CREEK IS IN � THE BROAD RIVER BASIN. ' 2. NO BUFFER RULES IN EFFECT. � 3. DECK DRAINS REQUIRED. 4. CLEARING SHALL BE PERFORMED PER NCDOT ; METHOD III. GRAPHIC SCALE 25 0 25 50 CLASS B RIP RAP CLASS II RIP RAP D ETAI L 3 BANK STABILIZATION ( Not to Scale) --� EXIST. — 2•0� GROUND ' -----' Type of Liner=CLASS II RIP RAP FROM —L— STA. 14 + 56 TO STA. 14 + 64 �I 5 � ��IW- _ ; - .. - -„--- �' PROPOSED DECK DRAINS DECK DRAIN DISSIPATOR PAD SEE DETAIL 1 BANK STABILIZATION SEE DETAIL 2 BANK STABILIZATION SEE DETAIL 3 I DECK DRAIN DISSIPATOR PAD SEE DETAIL 1 PROPOSED DECK DRAINS � . Wn�JDS DETAIL 2 BANK STABILIZATION ( Not to Scale) _5'min-� — PROP. BRIDGE PIER EXIST. � 2•0� GROUND � Type of Liner= CLASS II RIP RAP FROM —L— STA. 14 + 08 TO STA. 14 + 23 LT & RT END PROJECT 17BP.12.R.104 —L— STA. 17 + 50.00 � �I � .iri��F F -1— a ------ F---------F ---- — ------- � f ' '� `j" .� — — �— _ _ _ �� — 02 ADELAIDE Ae CRAVER JOSEPH N. CRAVER, II � d ��;� ?o�� rnA�< v,�ovc Fc�; � --- ---==F —_-_____- __ _ , ;,i- —� —=', , , � .,— _----- `�----_ ,� � ---" ---" ' �-'- _ FF --- -,"_ � �-1 =f-(�i-�W = - - - - — --- -��"=�i 'R -��'"� - ,- '•� �_ _ ___.J -__ �. __--'"�, .-: __. � �._.� . _- � ' _. -. _ '."_- WL��,7�5 -_ ._- . _ � . _ CLASS II RIP RAP PROPOSED DECK DRAINS DECK DRAIN DISSIPATOR PAD SEE DETAIL 1 TEMP. WORK PAD AT ELEV. 575' WITH SIDE SLOPES AT 1.5:1 DETAIL 1 DECK DRAIN DISSIPATOR PAD ( Not To $cale) � � J� b DISSIPATOR � PLAN VIEW � PAD •NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND ''-- ---`----------� y— _. � _._. ._._._._._._._._._�� GEOTEXTILE �� 1.0' PR�FlLE VIEW CL B RIP—RAP � —L— STA 13 + 39 TO 14 + 08 LT & RT —L— STA 14 + 67 TO 15 + 00 LT & RT � EXISTING BRIDGE DIMENSIONS 160'X28' (FOUR SPANS), DENOTES TEMPORARY 90 DEG. SKEW - \ S-� IMPACTS IN SURFACE WATER PROPOSED BRIDGE DIMENSIONS 170'X36' (DOUBLE-SPAN), 90 DEG. SKEW TOTAL PROJECT LENGTH - 700' �� DENOTES IMPACTS IN SURFACE WATER STREAM AN D WETLAN D IMPACTS r,� � ., � , � o o `�' � �� ) � ��, � �, �� \ i o O_ �I I I G`N o �� ' BEGIN PROJECT � � 1 176P.12.R.104 � -L- STA. 10 + 50.00 / ��- PROIECT REFERENCE NO. P E RM I T D RAW I N G S /7BP.l2.R.104 (SF -220034) FOR BRIDGE #220034 ?'Us TGS ENG//VEERS E'n:;,,FF_ 706 H/LLSBOROUGH ST CLEVELAND COUNTY � SUITE 200 � RALEIGN, NC 27603 PH (9/91773-8887 02 �` ,1 � � O � A I A RA R � �= �� - -- DELA DE . C VE �,-- ,� , - JOSEPH N. CRAVER� II �� :� <o � ' j" `_ � —� , ;/, � �. �,� % � —!- < i � DI S PATORNPAD � � SEE DETAIL 1 ��'� '� �� BANK STABILIZATION � � �� > SEE DETAIL 3 PROPOSED DECK DRAINS �� W�� I DECK DRAIN �� DISSIPATOR PAD DETAIL 2 BANK STABILIZATION ( Not to Scale) _5'min-� — PROP. BRIDGE PIER EXIST. � 2•0� GROUND � Type of Liner= CLASS II RIP RAP F ROM -L- STA. 14 + 08 TO STA. 14 + 2 3 LT & RT E E I��' � see �Erai� i END PROJECT i � VBP.12.R.104 W�-�� F ------- ---- � `` �� -L- STA. 17+50.00 W �� F W i I PROPOSED DECK DRAINS i ��R_W � �� I R �, , -� _ � - - i I � rJ', F i �' �C J _' _' � �� , r - � - - -� - ---- - �- -- -- - : C r � F �r�sTi�� ;w _,-- - �- I � � � �� F _- ------- �,� -,_ - � - � ----------- ------� F - -F , - _ �� L .. t fi r� � �-7r—� � � -- . — . --- . - ' t J — -- -- � � _ . -- ` - . - ,� z — — _ - ---°� � _ - i �� - - - - �_. � - - �� . -- � ,� -� � i i � - �- - - - - , rl � � _ � � ��' �i �� ,�� ' ' � - - . , - _ -- - - - � -�i.,1 - , , ;:,: , ; _ � -�- ;`- - _ - - . � � zi i_ _i,� � i,��-.i� � , _ � � � ! �� TB 2G1 - - - �- � � �> . ,� �, ; � �_, - - - - - —L— � i �� 11. �L��i 1 �, �� - � �,,� 20�� c�A�; �„�_,i%E �c�� _�, �:� ` ;, �,,T � TB 2G1 � I � � 1i:1��i �� i�li i ��i � � � �� ,, -- --�--_-----___ �- - - - - - - - - _ ; �, ----_---�'------- ' '�,�� '� GL-1 -- F "� --�___- -_--- _ - - - - -F -� � , ��. �_ � � ,�� i�iiu� P;v��c�� _ - F � - � �,a�l _ 15" W/ R�_� � _ ,,,-� � 2 ELBOWS � � - � -- � � / WOODS PERMIT DRAWING SHEET 3 OF 5 = NOTES: � 1. MUDDY FORK CREEK IS IN � THE BROAD RIVER BASIN. ' 2. NO BUFFER RULES IN EFFECT. � 3. DECK DRAINS REQUIRED. _ 4. CLEARING SHALL BE PERFORMED PER NCDOT ; METHOD III. GRAPHIC SCALE 25 0 25 50 CLASS B RIP RAP CLASS II RIP RAP D ETAI L 3 BANK STABILIZATION ( Not to Scale) --� EXIST. —� ---- 2.0' ---- GROUND ' -----' Type of Liner=CLASS II RIP RAP FROM -L- STA. 14 + 56 TO STA. 14 + 64 _ �i ��: ;';i PROPOSED DECK - DRAINS ;i, ,�, DECK DRAIN DISSIPATOR PAD SEE DETAIL 1 B/j[�1C STABILIZATION SE�'DETAIL 2 ,� � � �� CJ i � �2 � �' � 1I �' ��,DELAIDE Ae CRAVER ��OSEPH N. CRAVER, II t� �� ,, �� ; �, � li � � i � � � �1�-,� - I� - o_� MiiFs �-� �i - -� -- - _ Q - _ - ' - � '� � - - - � . �-- �--=-F -_ � --- - -- -- �� - , ^T , - --- - _ - - - ,- �-- -� - --- � B� �' - i � �_, _---`�_��- ,;,_ ,� --- _-- - �-p w ��iiW� iFF --- - -- — - — i I' -- --f -- � --� -�-�-ii nR --- - �, ". � --- _ ' - . ,_.� . _. _: ,.. _ - _ , . - . . - _ _" � . ,�.. _ _ , _ _..� . . . .___ .___ ______'1 ;=' _., _ ' - , , , r,��"�� WOODS ,�L �' , -- - _ " _ G� 1. � ,r�,. � -�'tJ � . �`-��CLASS II RIP RAP ; ,� PROPOSED DECK DRAINS DECK DRAIN DISSIPATOR PAD SEE DETAIL 1 TEMP. WORK PAD AT ELEV. 575' WITH SIDE SLOPES AT 1.5:1 DETAIL 1 DECK DRAIN DISSIPATOR PAD ( Not To $cale) � � J� b DISSIPATOR � PLAN VIEW � PAD •NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND �-- -- �----------�i W— _. � _._. ._._._._._._.-.-._ � GEOTEXTILE �� 1.0' PR�FlLE VIEW CL B RIP-RAP � -L- STA 13 + 39 TO 14 + 08 LT & RT -L- STA 14+67 TO 15+00 LT & RT �; 710 BEGIN GRADE -L - ST A.10+50.00 700 ELEV.692.97 690 C O7 � ' � �, 680 � -- � Q � � _ v' "' 670 0 0 N N LL � � 0 o VV� 0 m r � 0 :� 'o � � o � C Z � C / »d-� X 11 + 00 — _I_ I I f'/ _'//-�95:0� 1-00 YR.-aA/.-�: ELE-V.-=682.9' I- EL = 688.15' : _ VC = 290' 25 YR. W.S. ELEV. = 680.3' � �K : = 80: : - _- DS = 45 MPH -- � C�L -L- STA. 14 + 19.00 PROP, 1@80", 1@90' 33" BB W/4'-0" DEEP CAPS PROP. GRADE = 688.82' SKEW = 90° i�� _ ��-i�= ' I_ � I I II - �_ - i i i --I. ��. / I -� � -L - J l H.1 / Y'.�U.UU = LEV. 69/.94 �-- EXISTING BRIDGE TO BE REMOVED : _ : _ . . . � /LOW SIDE LOW-CHORD P� _ �6+53.00 � - _ : _- E� _ 689.53' -: � - : VC l75' PROP. GItADE_ I � K = 80 - DS = 45 MPH _ - - � _ _ �� ._�__ : _ ----------- � -- _ _ ) 8 5 � —, ' �_ 3 24ii ----- Y- �+ 24 4� , - .3 -----==a- --- --------------------- ------- ---------N �-- T+J0.3013% � : : : _ ( +J0.30/3% - : -- - - ' - - — ► __ _ '�. - �-- � __ - -----�--- � � � _ - ---___^-10V1< POINT I - _C- ST . f3-�1�.1D_ - _-- - . ELEV. 688.55 = ST RUCT URE HYDRAULIC DAT A DESIGN DISCHARGE = 4400 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 680.3 FT BASE DISCHARGE = 7590 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 682.9 FT OVERTOPPING DISCHARGE _ -- CFS OVERTOPPIN� FREQUENCY= 500+ YRS OVERTOPPING ELEVATION = 688.6�F Fr x�OVERTOPPING ELEVATION REPRESENrS LOWEST HIGH POINT ON DECK/ROADWAY, WHICH OCCURS AT EXISTIIyG SAG @ -L - ST A. l3+16 1.5:1 NORMAL SLOPE — W/CLASS tl RIP RAP (TYP.) PROP. EXCAVATION TO ELEV. 681.0' 12 +�� --___--- -- __ ____ ---- -- -r � �i . . i �i. - _ . . . . . . . . I � - � - - I 1 �_ _ �a EX. GRADE . - - - - - � � _- _ _ I� � -- - - , _. I . I .. . / . � . �`\ ; - i ��— ;J� �� CLASS II RIP_RA�-= -._ -_� - `� ; --� I�� i- _ KEY-Lf�I 3_�_(TYP.) I_ NG-L7--- - � ; ; u i; i _- - i - :- , � � �' � NG RT. _ , __ - �� -- -�_ _ � � ---- - - � � � � �� 1 . `�, J r Jt __ PROP_ EXCAVATION TO ELEV. 681_0' � - - , '\ , �o f -'� � i � � � � i � I ! TEMP. WORK PAD - APPROX. W.S. ELEV. ON DATE OF AT ELEV. = 675' i - i SITE VISIT (8il G!17) = 667.5' TI� � _ I I! II I I-I I I II 13+00 14+00 15+00 16+00 17+00 PERMIT DRAWING SHEET 4 OF 5 PERMIT DRAWINGS FOR BRIDGE #220034 CLEVELAND COUNTY 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 Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+14/14+18 Bank Stabilization < 0.01 39 1 14+14/14+34 Temp. Work Pad 0.02 64 TOTALS*: < 0.01 0.02 39 64 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09