Pages from C204741 Cabarrus Trestle Install Plan.pdf

f
- 630
620
610
600
590
580
= 570
19+00
I 1
79+50 20+00 20+50 21+00
VERTICAL CURVE
SPAN A DATA -L- SPAN B
1'-7'MIN. (+)0.4308%
FILL FACE 0END BENT 1 BERM ITYP.) -
STA.19+69.35 -1- 1'-0"MIN. EARTH PI = 19+90.00
GRADE POINT EL. 612.18 EL = 612.42
BERM (TYP.) BASE DISCHARGE (01003
VC = 150.00' EL. 604.4
)NT SLOPE
a TOP OF
1.33 -L-
[NT EL. 612.19 �O '� GRILLED EL.
YR. W.S.
EXP. 4" ya+' PIER / EL. 603.0
3'-6'0 (SEE TABLE)//
COLUMN FIX. FI%. FIX.
(TYP.) N,p4
LOW CHORD
EL. 606.64
1 1
21+50 22+00
SPAN C
1'-6' TO
UNCLASSIFIED FILL FACE CO END BENT
STRUCTURE STA. 21+59.35 -L-
EXCAVATION GRADE POINT EL. 610.53
(TYP.)
BEGIN FRONT
Al_ STA. 21+73.15
FIX. UNCLASSIFIED - v L
STRUCTURE +
EXCAVATION TO
EL. 599.0 LOW CHOR
-- (TYP.IV/ EL. 604.91
F
:LES / 1�
\\
%
eD�
�E%ISTING
Top
DRILLED0\�
��1��{�\b
PIER
(TYP')
SUBSTRUCTURE A'
PIER
(SEE TAE
END BENT 1
BENT
1 (TYP.)
BENT
2
SECTION ALONG -L-
(SECTIONS
AT END BENTS & BENTS ARE TAKEN AT
RIGHT ANGLES)
190'-0'(FILL FACE END BENT 1 TO FILL FACE
END BENT
2)
EARTH BERM
EL. 601.20 0
(LEVEL)
TEMPORARY o
SHORING (TO X
RETAIN APR
FILL, STAGE 1) i
TEMPORARY /
SHORING ,',C.Y�
(STAGE 1) 7�
EXISTINi
�
W.P. l FILL FACE srRucrw
CJ
ENO BENT 1 ��
STA. 19+69.35 -I- -i
i
BEGIN APPROACH SLAB
STA. 19+45.76
J-
0
0 ID STA.
TO SR 1394 �20+64.00 A21
(POPLAR TENT RD.)19+00 20i00
BEGIN FRONT SLOPE .'1
W.P. 3 0 t BENT 2
STA. 19+54.33 -L- i�
�. STA. 21+02.85 L- i
TEMPORARY
135' 00'-00" � W.P. ca FL BENT 1 �(
SHORING (TO ���
RETAIN APP. / (TYP.) T- STA. 20+25.85 L i
FILL STAGE Z)
i
TEMPORARY
SHORING
(STAGE 27
J�.
J
C STRUCTURENB ,(7
7 9
m ASSEMBLE BY SG
CHECKED BY : MIL
xm DESIGN ENGINEER OF RECORD
END BENT 2
610.37
23+001 F.A. PROJ. NO. t
VERTICAL CURVE
DATA -L-
(-)1.1187% 6 (+)0.4050%
PI = 23+10.00
EL = 608.84
VC = 240.00'
APPROX. �'� Te.eStCC
EXISTING
GROUNDLINE `- rMP4?VFOv-'S 0-"-E
- Ce wE n%A-rC
TOP OF DRILLED
PIER ELEVATIONS
DRILLED PIER NO.
BENT 1
BENT 2
1-4
589.00
596.00
5-9
590.50
1 591.00
/ BANK STABILIZATION
(ROADWAY DETAIL
& PAY ITEM)
EARTH BERM-
- EL. 599.22
(LEVEL)
i
S II
RAP
CLASS II CLASS B RIP RAP
RIP RAP (ROADWAY DETAIL
BANK STABILIZATION & PAY ITEM)
BATE , Tzi
& OPAY A TEM)TAIL PLAN
DATE: 11-22 (STEEL PILES NOT SHOWN FOR CLARITY)
DATE : 3-23
(STAGE 1)
RETAIN APP.
FILL, STAGE 1)
STA. 21+73.15 -1-
221 N 14'-46'-44.8'W
END APPROACH SLAB TO DAVIDSON
STA. 21+82.93 -L- HWY 73
TEMPORARY SHORING
(TO RETAIN APP.
FILL, STAGE 2)
-L-
3/6/20]3
SEAL 1',
029429
I HEREBY CERTIFY THESE PLANS
ARE THE AS -BUILT PLANS
HYDRAULIC DATA
DESIGN DISCHARGE:_ _ _5.216 CFS
FREQUENCY OF DESIGN FLOOD: _ _ _50 YRS.
DESIGN HIGH WATER ELEVATION:_ _603.0
DRAINAGE AREA: --------------------- 30.8 SO. MI.
BASE DISCHARGE (0100): ___6,454 CFS
BASE HIGH WATER ELEVATION: _ ___604.4
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE:-12.000 CFS
FREQUENCY OF OVERTOPPING FLOOD: 500+ YRS.
OVERTOPPING FLOOD ELEVATION:_ _609.2
OVERTOPPING OCCURS G1 STA. 23+66.21 -L-
PROPOSED ROADWAY It
G.�.-... STV ENGINEERS, INC.
E100 eoo n•n tt.B,°xcL28202 J15
NC ❑°.R.. Number F-0991
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
23+00
PROJECT NO. B-5808
CABARRUS COUNTY
STATION: 20+64.00 -L-
0
..... CAPoLdA
DEPARTMENT OF TRANSPORTATION
RR Q
GENERAL DRAWING
FOR BRIDGE ON US 29 AND
US 601 OVER IRISH BUFFALO
CREEK BETWEEN SR 1394 AND
DAVIDSON HWY 73
S-1