20210345 Ver 1_B-4626 Final Permit Drawings_20210319

(Version 2.07; Released October 2016)38443.1.1TIP No.:B-4626County(ies):Stanly, Rowan, and Davidson Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?Comments:YesNoNoNoDeck 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 General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.2 - 11' paved lanes with grass shoulders. [e-mail] Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:68002 - 12' asphalt paved lanes with 8' paved shoulders outside and 6' paved shoulders inside.Begin and End Bridge: 2 - 12' asphalt paved lanes with 8' paved shoulders and 12' grass shoulders outside and 6' paved shoulders inside. Waterbody Information2020NCDWR Stream Index No.:38443.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Class BTIP project B-4626 involves replacement of Bridge 790003 and applying a deck preservation treatment to Bridge 790008 over Yadkin River (Tuckertwon Reservior) and Winston-Salem southbound railroad and 1.136 miles of roadway improvement in Stanly, Rowan and Davidson Counties. This project consists replacing bridge 790003 superstructure only. The existing and proposed bridge consists of 4 @ 67'- 6", and 1 @ 67'-3 1/4", and 1 @ 141'-0 3/4", 1 @ 160 '- 0'', 1 @ 141' - 0 3/4'', 1 @ 67' - 3 1/4'', 2 @ 67'-6'', and 1 @ 62' -9 1/4'' and 1 @ 57'-6''. Continuous with composite deck on steel beams.The proposed bridge (EBL) 790003 does not contain deck drains. All storm water from the bridge and approaches will be collected by a storm drainage system on the west side of the bridge and discharged into a bio-swale in the median. There is one roadside ditch on this project and is located from Sta. 30+50 to 31+00 RT. The existing bridge (WBL)790008 does not contain deck drains. All storm water from the existing bridge and approaches will continue to be collected by a storm drainage system on the west side of the bridge and discharge to the existing Hazardous Spill Basin (HSB). The outfall structure of the HSB will be retrofitted to include a new orifice plat and trash rack to allow the HSB to provide stormwater detention. 343 E. Six Forks RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge Dr.Address:General Project InformationB-4626WBS Element:Bridge ReplacementWBS Element:HNTB North Carolina, P.C./ Joe Olson, P.E.NCDOT Contact:919-707-6559Suite 200Raleigh, NC 27609Contractor / Designer:[e-mail]:RowanNo9/25/2019StanlyRichfieldJacquelyn Bowles, P.E.Raleigh , NC 27610River Basin(s): NoCity/Town:7.1Typical Cross Section Description: DavidsonSurrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural and AgricultureYadkin River12-(124.5)6.81.14Project DescriptionProposed ProjectYadkin-Pee DeeSupplemental Classification: Wetlands within Project Limits?
(Version 2.07; Released October 2016)38443.1.1TIP No.:B-4626County(ies):Stanly, Rowan, and Davidson Page 2 of 3Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?-EBL- Sta. 30+50 RT35.504051 / -80.186311-EBL- Sta. 31+00 RT35.504115 / -80.186156WBS Element:0.25No500.30%0.8 0.70.24.0842250.3 0.40.0 6.0 4.00.0 6.00.60.30% 0.6No0.50.1 12Swales(1)Yadkin River(1)Yadkin RiverNoNoNorth Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional Comments
(Version 2.07; Released October 2016)38443.1.1TIP No.:B-4626County(ies):Stanly, Rowan, and DavidsonPage 3 of 3Sheet No.Surface Water BodyDrainage Area(ac)New Built-Upon Area(ac)Volume Treated(ac-ft)North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSOther Best Management PracticesAdditional Comments0.4390.36535.505251,-80.185543The outfall structure of the existing hazardous spill basin will be retrofitted to include a new orifice plat and trash rack to allow the hazardous spill basin to provide stormwater detention. NoHazardous Spill Basin0.051.051.6 0.3Bioretention Swale18.48N/AWBS Element:Precipitation Depth Treated over NBUA(in)BMP Associated w/ Buffer Rules?NoBMP TypeStation & Coordinates (Road and Non Road Projects)-EBL- Sta. 31+00 Median35.504319 / -80.186325-WBL Sta. 34+70 LT(1)Yadkin River(1)Yadkin River
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BEGIN TIP PROJECT B-4626
-EBL-POC STA. 10+31.69
-----r-------
BOAT R;,,;-�::�---,_,-,_,, ,...,_.,.---"!._-�
GRAPHIC SCALES DESIGN DATA
ADT 2020 = 6,800
ADT 2040 = 8,100
K 9 %
D 55 %
T 7 % *
V 60 MPH
*TTST = 5% DUAL 2%
FUNC CLASS =
RURAL ARTERIAL
STATEWIDE TIER
STATlE OlF NORTH CAROlLINA
DIVISION OJF HIGHWAYS
STANLY, ROWAN, AND. DAVIDSON COUNTIES
STATE PROIECT REFERENCE NO.
N.C.B-4626
38443.1.FS2 BRNHP-0049 33
38443.2.3 BRNHP-0049 33
38443.3.3 BRNHP-0049 33
SHEET TOTAL
NO. SHEETS
1
PE
RW/lJTIL CONST LOCATION: REPLACE BRIDGE 790003.AND APPLY DECK PRESERVATION TREATMENT TO BRIDGE 790008 OVER YADKIN RIVER AND WINSTON-SALEM SOUTHBOUND RAILROAD. TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURES PERMIT DRAWING SHEET 1 OF 9
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WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
BEGIN BRIDGE
-EBL-POT STA. 35 + 12.11
PROJECT LENGTH
LENGTH OF ROADWAY T.I.P PROJECT B-4626
LENGTH OF STRUCTURE T.I.P PROJECT B-4626
TOTAL LENGTH OF T.I.P. PROJECT B-4626
LENGTH BASED ON -EBL-CE N TERLINE
0.927 MILES
0.209 MILES
1.136 MILES
END TIP PROJECT B-4626 -EBL-POC STA. 70+31.93
7
-EBL-
END CONSTRUCTION
-Y2-POT STA. 12+50.00
PERMIT DRAWINGS ARE BASED ON THE 100% ROADWAY PLAN AND PGD FILE FOR TH E TEMPORARY WORK PAD. PERMIT PLANS MAY NE ED TO BE REVISED IF CHANGES OCCUR TO TH E WORK PAD LOCATION AN D ACCESS ROUTE.
PREPARED IN THE OFFICE OF: MNTB HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554
FOR DIVISION OF HIGHWAYS 1---------�--------------1 2018 STANDARD SPECIFICATIONS
ROY H. TELLIER, PE
RIGHT OF WAY DATE: PROJECT ENGINEER
FEBRUARY 22, 2019
ANDREW HALL, PE
LETTING DATE: PROJECT DESIGN ENGINEER
JUNE 16, 2020 JACQUELYN BOWLES, PE
NCDOT CONTACT
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
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BIOSWALE PROFILE -STA. 31 + 00 to STA. 34 + 00 MEDIAN
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' ' FALSE SUMP ITYP) SEE , DETAIL
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PROJECT REFERENCE NO. SHEET NO.
HYDRAULICS ENGINEER
PERMIT DRAWING SHEET 2 OF 9
, EXISTING 3GI ' --' CLASS 'B' RIP RAP
__ _,.. I I 15' RCP RIM 575.31 578 __ IN_V_ OUT _ S70._45 _ 577 ' DI RIM 575.31 - - -10v-our sn3) ---576 ----=--�-----575 57,q 573 572 571 570 - - - - - - - - - - - - - - -15'1 RCP
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11 11
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111 111
111 111
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,.-, ._.,: ,_, _ .. '_' .. :: ":,,::,: -:·,:,:",,: ',, '::, ... ,, INV 572.72 - -TRA�SlTlOWFROM -PERFORATED' TO - - -NQN-PERFORAT�D 6' PIPE '
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0.931/.
EXPANDED
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MEDIA
WASHED STONE 5" PERFORA TEEl PIPE W/ FILTER SOCK ITYP)
2' ITYF\) INV 578.00 CLEAN OUT I' ITYP.I
INV 574.95 ' ' INV ,575.06 TRANSITION - - -NQNrl"E-Rl'O-RA lTD-T-O­PERFORATED 6" PIPE FROM ,
INV' 571.21 ' 'INV 570.46 ' ' ' 569 �-�---�---�----�---�---�---�----�---�---�----�---�---�---�----�---�---�----�---�---�-� 30+50 31+00
DETAIL A
TYPICAL BIOSWALE CROSS-SECTION ( Not to Scale)
LEXISTING GRADE r7 ----------1 ��-+--------
EXPANDED SLATE FILTRATION MEDIA 3:1 SLOPE OR FLATTER
GEOTEXTILE FABRIC WRAP AROUND STONE
NOTES:
12" OF No. 57 WASHED STONE
2' (TYP.)
l .PERFORATED, NON-PERFORATED, AND CLEANOUT PIPE MATE RIAL SHALL MEET THE AASHTO SPECIFICATIONS FO R EITHE R HOPE (SECT. 1032-7 MSHTO M294 FOR TYPE S OR FOR TYPE D - SECT. 1044-7 AASHTO M252) OR PVC (SECT. 1032-8 MSHTO M304, SECT. 1044-6, ASTM D1785). 2.PERFORATED UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AT :Ml-IN DIAMETER PLACED 6-INCHES ON CENTER WITHIN EACH ROW. WRAP WITH FILTER SOCK. 3.PROVIDE WATER TIGHT CONNECTIONS USING WATERSTOP OR COMPRESSION GASKET APPROVED BY ENGINEER ON ALL STRUCTURE PENETRATIONS.
32+00 33+00
DETAIL B
FALSE SUMP LONGITUDINAL SECTION (Not to Scale)
�LEVEL
NOTES: 1. TOP ELEVATION OF BERM SHALL EXTEND ACROSS SWAL&1lASIN SECTION UNTIL IT INTERSECTS WITH EXISTING GRADE.
BERMUDA SOD OVER 3-D GEOTEXTILE PERMANENT SOIL REINFORCEMENT MAT
2.BERM SHALL BE COVERED WITH 3-D GEOTEXTILE PERMANENT SOIL
REINFORCEMENT MAT (PSRM) AND BERMUDA SOD. PSRM & BERMUDA SOD SHALL EXTEND 2 FEET BEYOND TOE OF SLOPE. 3.3-D GEOTEXTILE PERMANENT SOIL RE INFORCEMENT MAT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS }�viii�fi.i�AD��1ll�'ffH PROJECT SPECIFICATIONS, SPECIAL �c�o1f�JEx,.wfH�����T1�mLm��R1-tt�N1�I titl��t6'vED BY NCDOT PRIOR TO INSTALLATION NOTE:
3Ll+OO 3Ll+50
DETAIL C
RECESSED CLEANOUT W/CONCRETE COLLAR (Not to Scale)
NOTES: 1. CLEANOUT CAP SHALL BE RECESSED l" MIN. BE LOW GROUND, REMOVABLE, WATER TIGHT, AND CLOSED UNDER NORMAL CONDITIONS. 2. CONCRETE SHALL BE 3,000 PSI. 3. THIS CONCRETE COLLAR DETAIL SHALL BE APPLIED TO ALL CLEANOUTS ON PROJECT. 4. USE 45 DEG ELBOWS A T ALL BENDS IN PIPE CLEANOUTS.
DETAIL D
PERFORATED PIPE END CLEANOUT
PROPOSED
LENGTH BASED ON OF UNDERDRAIN.
(Not to Scale)
DIR. .. 1. ONLY UNDERDRAIN PIPE SHOULD BE PERFORATED. 6" PERFORATED PIPE __j W/FILTER SOCK
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DETAIL 01 SPECIAL LATERAL 'V' DITCH { Not to Scale)
Cut Slope Min. D= 1.0 Ft.
FROM -EBL-STA. 30+50 TO STA. 31+00 RT.
DETAIL 02 TOE PROTECTION "-"1 (Notto Scola)
o,.P/01Je,..
d-0.33 Ft.
Type of Liner = Class. B Rip-Rap
FROM -EBL-STA. 29+50 TO STA. 30+50 RT .
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ALCOA POWER GENERATING INC. OB 734 PG 77 OB 876 PG 128
WETLAND & STREAM IMPACTS
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-WBt� Sta. 26+80:10
-WBL -PCC Sta. 30+!6J7
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-EB . PCC Sta. 29+56.55 0
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SPEC LAT. 'V' DITCH SEE DETAIL 01
CUBE YADKIN GENERATION LLS OB 1284 PG 34 7
DETAIL D3 SPECIAL LATERAL BASE DITCH (Notto Scale)
�:::,. W Min.D- 1 Ft.
B= -4 Ft.
FROM STA. 31+00 TO STA. 33+50 MEDIAN
DETAIL 04 SPECIAL LATERAL BASE DITCH (Notto $<;<1111)
�:::,. W Min.D= 1 Ft.
B- 2 to -4 Ft.
FROM STA. 33 + 50 TO STA. 3-4 + 00 MEDIAN
DETAIL 05
LAKE BANK STABILIZATION
2,1�D La:;' �ox.�_/�
Type of Liner = COIR FIBER MAT (CFM) D=Varies (To Top of Bank)
FOR -EBL-PROFILE, SEE SHEET 9
FOR -WBL-PROFILE, SEE SHEET 12
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-
-3
8:1 TAPER �I 30• I
ln�
-£BL -PT Sta. 32+33J4
PROJECT REFERENCE NO. SHEET NO. MNTB HNTB NORTH CAROLINA, P.C.
�:re�gh7i�o���k �a�gf1naS���6s 2 oo l-____ B---_4_6�2_6'--___ ...._ __ 5'----�
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LEGEND
� DENOTES TEMPORARY � IMPACTS IN SURFACE WATER
RETAIN OUTLET STRUCTURE. REMOVE EXISTING ORIFICE PLATE AND TRASH RACK. INSTALL 2" ORIFICE PLATE WITH TRASH RACK AT ELEV. 574.0
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PERMIT DRAWING SHEET 3 OF 9
SITE 1
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TEMP. IMPACTS IN SURFACE WATER
SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
-£BL-
BEGIN SBG + 69 .65 -EBL-17.67' RT
NOT TO SCALE
BEGIN APPROICH SUB
-£BL -Sta.POT 34+88JI
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BEGIN BRIDGE
-£BL -Sta.POT 35+12JI
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DETAIL 01
SPECIAL LATERAL 'V' DITCH { Not to Scale)
Cut Slope
Min. D= 1.0 Ft.
FROM -EBL-STA. 30+50 TO STA. 31+00 RT.
DETAIL 02 TOE PROTECTION "-"1 (Notto Scola)
o,.P/01Je,..
d-0.33 Ft.
Type of Liner = Class. B Rip-Rap
FROM -EBL-STA. 29+50 TO STA. 30+50 RT .
0 CUBE YADKIN GENERATION LLS DB 1284 PC 34 7
DETAIL D3
SPECIAL LATERAL BASE DITCH (Notto Scale)
�:::,. W Min.D-1 Ft.
B= -4 Ft.
FROM STA. 31+00 TO STA. 33+50 MEDIAN
DETAIL 04
SPECIAL LATERAL BASE DITCH (Notto $<;<1111)
�:::,. W Min.D= 1 Ft. B- 2 to -4 Ft.
FROM STA. 33 + 50 TO STA. 3-4 + 00 MEDIAN
DETAIL 05 (Notto Scul8)
LAKE BANK STABILIZATION
2,1�D La:;' �ox.�_/�
Type of Liner = COIR FIBER MAT (CFM)
D=Varies (To Top of Bank)
FOR -EBL-PROFILE, SEE SHEET 9
FOR -WBL-PROFILE, SEE SHEET 12
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-
-3
8:1 TAPER �I 30• I
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-£BL -PT Sta. 32+33J4
HYDRAULICS
ENGINEER
PERMIT DRAWING SHEET 4 OF 9
SITE 1 I YADKIN RIVER I
\_TEMP. IMPACTS INSURFACE WATER
SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
-£BL-
BEGIN SBG + 69 .65 -EBL-17.67' RT
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BEGIN APPROICH SUB
-£BL -Sta.POT 34+88JI
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BEGIN BRIDGE
-£BL -Sta.POT 35+12JI
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TEMPORARY IMPACTS TO
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SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT
-£BL -PUT Sta. 45+22.65
-YI- POC 20+94JI 6, = !If 08' 52'
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-£BL -PC Sta. 46+43.41
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-EBL -Sta.POT 46+3791
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ENGINEER ENGINEER
PERMIT DRAWING SHEET 5 OF 9
LEGEND
� DENOTES TEMPORARY � IMPACTS IN SURFACE WATER 0
ALCOA POWER GENERA TING INC.
-WBL-PC Sta. 47+32.29
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SKETCH
-EBL -PUT Sta. 45+22.65
-YI-POC 20+94JI 6, = !If 08' 52'
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580
570
560
550
540
530
520
510
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(-)0.7112% 6(+)2.00001/.
PI = 32+10.00EL. = 578.31 vc = 450' GRADE DATA -EBL-
FILL FACE CvEND BENT 1
35+00
ST A. 35+12.11 -EBL -GRADE PT. EL. 584.35
BEGIN FRONT SLOPEST A. 35+01.63 -EBL -GRADE POINT EL. 584.14
PARTIAL REMOVALOF EXISTING STRUCTURE __ _,,.
HP 12x53 STEEL PILES-�
SPAN A
1'-7" BERM NORMAL TO CAP
1'-0" MIN. EARTH BERM NORMAL TO CAP
EXP.
FIX.
36+00
SPAN B
PARTIAL REMOVALOF EXISTING
FIX.
37+00
SPAN C
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CLASS IIRIPRAP STRUCTURE <TYP.l / r,
B EL. 574.81± 4 EL. 576.14±tj EL. 577 .50 ± .._ --,r EL. 561 ± l !u EXISTING i \"' "' : l COLUMN : : i ... i (TYP .) �:� ••• �i'! ........ :f-�: : •. ;: .......... _ II '■ ,■ ■1 --., I ••Ill I I I I I
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11/2= 1 SLOPE ------------....... l l r EL. 542 ± : i
�--· ■--� ----
,-t �-i ............. --�-,.
y
SPAN D
�APPROXIMATE WATERSURFACE ELEVATIONEL. 559.1 (12/13/93)
38+00
SPAN E
FIX.
tj EL. 578.79±
.... 11 I 1 II I I ■r•"II■ II ■1 II ■1 ....... I I ■ I I I ■ I r·· i . .. .. .. .. .. . • .. ,. . J ••
y � NORMAL W.S.EL. 564.5
F .A. PROJECT NO.: BRN HP-0049(33)
�HYDRULIC DATA OBTAINED FROM ADJACENT BRIDGE(BRIDGE NO. 790008) PLANS DATED MARCH 1996.
<(
I
<(
wz H
_J
� HYDRAULIC DATA
DESIGN DISCHARGE = 129,271 CFS FREQUENCY OF DESIGN DISCHARGE -50 YEAR -DESIGN HIGH WATER ELEVATION -564.7 -DRAINAGE AREA -4,120 SQ. MI. -BASE DISCHARGE (0100) -150,816 CFS -BASE HIGH WATER ELEVATION = 564.7
� OVERTOPPING FLOOD DAT A
OVERTOPPING DISCHARGE FREQUENCY OF OVERTOPPING FLOOD OVERTOPPING ELEVATION
N/A )500 YR 581.4
END BENT 1 . . . . :r:uI­
<( ::;;;
W.P. 1
RIP RAP CLASS II 2'-0" THICK
FILL FACE Cv END BENT 1 STA. 35+12.11 -EBL-
BEGIN APPROACH SLAB ST A. 34+88.11 -EBL -
TO I-85
BEGIN FRONT SLOPE ST A. 35+01.63 -EBL -
DRAWN BY, ----�T�. H=A�RT=LE=Y ____ DATE:
CHECKED BY : R.FISHER DATE :
DESIGN ENGINEER OF RECORD: DATE :
1'-7" BERM 1 • NORMAL TO CAP
1'-0" MIN. EARTH BERM NORMAL TO CAP EL. 575.59 (LEVEL)
2/19
2/19
W.P. 2 ST A. 35+ 79.61 -EBL -
IIII I
IIIIIIII
67'-6"
BENT 1 : : --, ••• .i i.....-----:. ............. .: ------:--t--------------------=-+--: : : : ----
BENT 2
: : I I --r••••• ••••• , : : ---�-----------------� : :
BENT 3
i----- -----i . . ·-----------------·
BENT 4
SECTION ALONG l -EBL-(SECTIONS AT BENTS AND END BENTS ARE AT RIGHT ANGLES)
W.P. 3 STA. 36+47.11 -EBL-
90 ° -00'-00" (TYP .l
67'-6"
' .... t ....• • : �-: "" i . ----1" ----
W.P. 4 ST A. 37+14.61 -EBL-
r··----I ------.,. .. I I I I I I L I : ... =r- -· /"""""" ... ......EXISTING__/ FOOTING (TYP.)
67'-6"
UNIT 1 = 337'-3 1/4"
TOT AL BRIDGE LENGTH = 1101'-11 1/4" (FILL FACE TO FILL FACE)
PARTIAL PLAN (PILES NOT SHOWN IN PLAN VIEW)
W.P. 5 STA. 37+82.11 -EBL-
Clz H I­
V) �
0 w
V) 0
- Ha_'. --­X >-W 1-
Q_ � 0 .
0::: Q_
Q_ >-
67'-6"
-a0
..... 1 r-------r ------1r-: �-"T -: : N • • + • •-�--:------,�t .• • . . . ' . ·------ --------• I : I • 3'-0"(TYP.l
• 0
I -lD
I")
�!Rl�IL□ �□INI/A\ OOW �IL/A\INI �
1-
@© INl©'lf' IIJI�� IF©!Rl ©©INl�'lFIRlllJl©'lF□©INI
PLANS PREPARED BY, One Glenwood Avenue
i Suite 900 Gannett Flem inn Raleigh. NC 27603
!::I [phone] Excellence Delivered As Promised NC Lie. No. F-0270
PROJECT NO. B-4626
STANLY 2 ROWAN
AND DAVIDSON COUNTIES
STATION: 45+22.65 -EBL -20+94.11 -Yl -REHABILITATION OF BRIDGE #790003 SHEET 1 OF 5 MILEPOST W 44.80
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
RALEIGH PRELIMINARY
GENERAL DRAWING FOR BRIDGE OVER YADKIN RIVER AND WINSTON-SALEM SOUTHBOUND RR ON NC 8/49 BETWEEN SR 1578 AND SR 2543
REVISIONS SHEET NO.
�----------Jr;:;;NO;r--;;::-7�;;:-:;;::--r::;;�;::-,----;:::-:;:;:---. S-1 DOCUMENT NOT CONSIDERED --
il
�·t--B_Y,_+--_DA_TE_, ---f�NOc+-_BY_, ---+-□-AT_E_, -----11------1 <'o> TOTAL FINAL UNLESS ALL <9l SHEETS SIGNATURES COMPLETED � � 5
PERMIT DRAWING
SHEET 7 OF 9
POINT 2
POINT 3 POINT 5
POINT 6
POINT 8
POINT 1 POINT 4
SHEET 3 OF 5
GENERAL DRAWING
BETWEEN SR 1578 AND SR 2543
SOUTHBOUND RR ON NC 8/49
RIVER AND WINSTON-SALEM
FOR BRIDGE OVER YADKIN
T. HARTLEY S-3
BENT 9
BENT 10
BENT 11 BENT 12 END BENT 2
FIX.FIX.FIX.EXP.
(+)3.6446%
W.P. 13
W.P. 11W.P. 10
(+)2.0000%
111°-05'-00"
END APPROACH SLAB
57'-6"
GRADE DATA -EBL-
STA. 43+58.77 -EBL-STA. 44+26.27 -EBL-
STA. 46+37.97 -EBL-
STA. 45+22.65 -EBL- P.O.T. =
STA. 20+94.11 -Y1- P.O.C.
7'-0" MIN. BERM
10'-0"
M
I
N. BERM
ADJACENT BRIDGE
PROTECTION OF
CONNECT TO SLOPE
SPAN MSPAN LSPAN KSPAN JSPAN I
FILL FACE @
GRADE PT. EL. 606.39
STA. 46+14.04 -EBL-
END BENT 2
(LEVEL)BERM EL. 599.44W.P. 14
STA. 46+14.04 -EBL-
END BENT 2
FILL FACE @
111°-05'-00"
CAP
NORMAL TO
SLOPE 1•:1 (MAX)
EL. 554|
EL. 575|
28'-10•"33'-10ƒ"
SLOPE PROTECTION
EXISTING CONCRETE
23'-8" MIN.
VERT. CL.
44+00 45+00 46+00
EL. 536|
W.P. 12
STA. 44+93.77 -EBL-48'-6"(TYP.)
COLUMN
EXISTING
FIX.1'-0"62'-9‚"YADKIN RIVER43+00
MATCH LINE B-BSECTION ALONG { -EBL-
(SECTIONS AT BENTS AND END BENTS ARE AT RIGHT ANGLES)
(PILES NOT SHOWN IN PLAN VIEW)(PILES NOT SHOWN IN PLAN VIEW)(PILES NOT SHOWN IN PLAN VIEW)
PARTIAL PLAN
TO I-74
GENERAL DRAWING
BETWEEN SR 1578 AND SR 2543
SOUTHBOUND RR ON NC 8/49
RIVER AND WINSTON-SALEM
FOR BRIDGE OVER YADKIN
580
590
600
610
620
570
560
550
540
530
520
510
630
640
TOTAL BRIDGE LENGTH = 1101'-11‚" (FILL FACE TO FILL FACE)
EL. 590.40|
STRUCTURE (TYP.)
OF EXISTING
PARTIAL REMOVAL
EL. 591.74|EL. 593.11|
EL. 564.5
** NORMAL W.S.
EL. 594.24|
67'-3‚"
BENT CAP
PROPOSED
HOR. CL. TO
29'-11"|
47+00
90°-00'-00" (TYP.)
PROPOSED BENT CAP
18'-5" | HOR. CL. TO 38'-4"29'-0"36'-0"27'-0"(TYP.)EXISTING(TYP.)PROPOSEDPROPOSEDEXISTINGTO MILEPOST 44APPROXIMATELY 4224 FT. 3'-0"
(TYP.)
VC = 300'
EL. = 610.41
PI = 48+15.00
UNIT 2 = 442'-1•"UNIT 3 = 322'-6•"
-EBL-
STA. 45+56.54
24" RCPRAILROAD)
SALEM SB
{ -Y1- (WINSTON
ACCESS
TEMPORARY CONST.
PROTECTION
CONCRETE SLOPE
PAY ITEM)
RAP (ROADWAY
& CLASS I RIP
RCP EXTENTION
EL. 575|
| 6'-0"
RIGHT-OF-WAY
RAILROAD
67'-6"67'-6"
RIGHT-OF-WAY
RAILROAD
CURVE)
(TANGENT TO
111°-08'-52" 75'-0"(SEE DETAILS)
CONST. ACCESS
TEMPORARY ACCESS (SEE DETAILS)
TEMPORARY CONST.
EL. 570|75'-0"DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD:
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS1
2
3
4
PROJECT NO.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
B-4626
STANLY, ROWAN
AND DAVIDSON
45+22.65 -EBL-STATION:
COUNTIES
R. FISHER
2/19
2/19
--
POINT 7
POINT 10
FOR CSX
EASEMENT
CONSTRUCTION
POINT 9
STATION OFFSETPOINT
1
2
3
4
5
6
7
8
9
10
0.000'
0.000'
36.000'
36.000'
48.788'
48.788'
34.598'
34.598'
70.293'
70.293'
44+56.17
44+42.38
44+17.00
45+20.69
44+80.07
45+58.24
45+25.55
46+23.22
46+03.26
45+89.70
EASEMENT
CSX CONST.
ACCESS
TEMPORARY CONST.
EL. 566.5 |
TOP OF PAD
ROCK CAUSEWAY
TEMPORARY
EXCAVATION
AREA OF IMPACT 0.14 AC.
9.3 C.Y.
STONE QUANTITY 159 TONS
PERMIT DRAWING
SHEET 8 OF 9
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 EBL Sta. 33+18 to Sta. 36+00 RTTemp. loading pad0.541891 EBL Sta. 43+95 to Sta. 44+35 RT Temp. loading pad / Class'I' Rip-Rap0.02351 EBL Sta. 44+37 to Sta. 44+51 MedBank Stabilization<0.01TOTALS*:0.57224*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET9OF 9WETLAND AND SURFACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSStanly, Rowan, and Davidson Counties Bridge B-4626NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS1/29/20201818