HomeMy WebLinkAboutrev permit drawing.pdfE
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35'+00
36+00
f
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-
(-)0.7112% A (+)2.00007
PI = 32+10.06
EL. = 578.31
VC = 450'
GRADE DATA -EBL-
SPAN A
SPAN B
SPAN C
V-7" BERM
EA`�
FILL FACE cd
END
v
BENT 1
iJ
STA. 35+12.11 -EBL-
GRADE PT. El. 584.35
1'-O" MIN.
P►
EARTH BERM
FIX
FIX
590
BEGIN FRONT SLOPE
PARTIAL REMOVAL
STA. 35+01.32 -EBL-
EXP.
OF EXISTING
GRADE POINT EL.584.14
I CLASS II
STRUCTURE (TYP.)
580
LOW CHORD
EL. 579.89
� RIPRAP
EL. 574.81_+
EL. 576.14 f
570
EL.561±
i
EXISTING
REMOVAL
OF EXISTING
COLUMN
1"'
100 YR W.S.
STRUCTURE
(TYP.)
EL. 564.7
560
HP 12x53
t! 14
550
STEEL PILES
11/2:1 SLOPE (MAX.)
/�� i
/�EL.542t
NORMAL TO CAP
-C
540
AMP A4CEA
•..E
...........
iS•jI
EL, 527_
END
BENT 10vim mA,- 40'wlbv
530
BENT
APPROX.N
iGxrp
GROUND�`
520 :V ®.0055 AG I&ksT
510 APPROXIMATE ELEVATION OF BENT 2
EXISTING BENT CAP DEMOLITION
38-100
SPAN D SPAN E
FIX FIX
--L. 577.50 t
BENT 3
ft APPROXIMATE WATEI
-� SURFACE E(_EVATIO1
EL. 559.1 (12/13/931
EL, 522±
BENT 4
RIP RAP
CLASS II 1'-7"BERM
(2'-0"THICK) - CLA�jff EkrDt-p
35+12.11 -EBL- EARTH BERM 'e`T 1 72 : I Sl.orE SECTION ALONG -EBL-
STA. EL.574.45 SEE ABov ' (SECTIONS AT BENTS AND END BENTS ARE AT RIGHT ANGLES)
(LEVEL)
�a �T. el�IzeT1oN afLet- Moll "OT
} 0 6L9 4)3$$L ° 1,3E RE C�r"&"Ae, 6N'.?e IS ATP(Celc.
tDo
W.P. 2 W,P. 3 W.P. 4 W.P. 5
n STA. 35+79.61 -EBL- STA. 36+47.11 -EBL- STA. 37+14.61 -EBL, STA.-'
c
° BEGIN APPROACH SLAB
3 - is
r STA. 34+88.11 -EBL- $
- 0 ......5:-
I t
TO I-85 t y1 .. i ' /--EBL-
.0 s
BEGIN FRONT SLOPE
STA. 35+01.32 -EBL-
EA
�1 k (•
(SPAN A)
�_ 90° OO'-00"(TYP.)
67'-6" (SPAN67'-6" (SPAN B))
UNIT 1 = 337'-4"(W.P.1 TO
EXISTING--/
FOOTING
(TYP�
6T-6"(SPAN C)
'. 6, 5-SPAN CONTINUOUS UNIT)
i i �a s. '
2 M AiCEA t6 ' P rwvc. �1 ►N-�o
-�+E�N`*+�t� ANa �.�� ALoNG• TµE PARTIAL P L A N
� (PILES NOT SHOWN IIJ PLAN VIEW)
GENERAL DRAW G I AKEN FROM THE
FIELD AND LOCATION SURVEYS,THE ORIGINAL PLANS
D AND THE ROUTINE INSPECTION REPORT DATED 12/22/2016.
DRAWN BY T. HARTLEY/J. MYA DATE 06/2020
v CHECKED BY J. YANNACCONE DATE : 05/2021 BRIDGE ORIENTATION CONFORMS TO THE EXTSTTNG PLANS
n DESIGN ENGINEER OF RECORD: R.IJELSON DATE 05/2021 AND THE FIELD AND LOCATION SURVEYS.
67'-6" (SPAN D)
578.79t
L NORMAL W.S.
EL. 564.5
EL. 519±
67'-4"(SPAN E)
PLAN5 PREPARED 0Y: One Glm1 dAP ue
P�I(-�, 6vi1e 900
gia nnattFloynnng Raleigh, NC 2r603
- (919)420.]660
EKcellence Delivered As Promised NC Lfe. No. F-0270
HYDRULIC DATA OBTAINED FROM ADJACENT BRIDGE
(BRIDGE NO. 790008) PLANS DATED MARCH 1996.
HYDRAULIC DATA
DESIGN DISCHARGE = 129,271 CFS
,FREQUENCY OF DESIGN DISCHARGE = 50 YEAR
DESIGN HIGH WATER ELEVATION = 564.7
DRAINAGE AREA = 4,120 SO. MI. ,
BASE DISCHARGE (0100) = 150,816 CFS
BASE HIGH WATER, ELEVATION = 564.7
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = N/A
FREQUENCY OF OVERTOPPING FLOOD = >500 YR
OVERTOPPING ELEVATION = 581.4 -
SCOPE OF WORK
- REMOVE EXISTING CONCRETE DECK AND STEEL SUPERSTRUCTURE.
- REMOVE EXISTING CONCRETE END BENT CAPS AND CUT STEEL PILES
ONE FOOT BELOW GROUNDLINE.
REMOVE EXISTING CONCRETE BENT CAPS & PORTIONS OF COLUMNS.
- CONSTRUCT END BENTS AND BENT CAPS.
- PLACE STEEL BEAM AND PLATE GIRDERS ON ELASTOMERIC BEARINGS.
- PLACE CONCRETE DECK AND BARRIER RAILS, AND INSTALL STRIP SEAL
JOINTS.
- PLACE APPROACH SLABS.
--PLACE RIP RAP AT END BENTS.
- REMOVE UNSOUND CONCRETE AND PROPERLY PREPARE EXISTING BENT
COLUMNS FOR SHOTCRETE REPAIRS AND EPDXY RESIN INJECTION.
=_ ozozoe =
..........
,,
grriiiQ NELS�„o`�
Cow ae rulnnlfngLu
9/2/20E1
I HEREBY CERTIFY THESE PLANS
ARE THE AS -BUILT PLANS
0
PROJECT NO.- B-4626
STANLY, ROWAN
AND DAVIDSON COUNTY
STATION: 45+22.65 -EBL-
MILE POST WIDENING AND REHABILITATION
g44.80 OF BRIDGE NO.790003