20191174 Ver 1_DOC090419-09042019094103_20191002

23t50
tZ ENO
BEGIN FRONT SLOPE
STA. 23+76.86 -L-
ELEV. 943.876
100
.......... .... ....
90 ... �-
EL. 93.0
ao �o r
is F
TO NC 24/210
STA.
.T
24+00 24+50 25+00 25+50 26+00 26+50
-1.0090% n +0.3000% +0.3000% 2�s -0.7172%
5'-1"TO LIMITS OF P.I.= 22+50.00 -L- P.I.= 28+20.00 -L-
ELEV.- - ELEV.95.22
UNCLASSIFIED STRUCTURE VC = 328' 8' VC z
210'
EXCAVATION (TYP.) SPAN A GRADE DATA SPAN B GRADE DATA
FIX
END BENT No.1
FILL FACE I
tZ END BENT No. 1
DATE : 12111
I '•
I
1-JI EXCAVATE
EL. 83.0+-
S II
RAP (TYP.)
'LASS II
RIP RAP
L FIX FIX
II
II
II
I I
II
II 1
I I
HIGH WATER I I
EL. 51.3
I I
1 I
1 I
II
= I I
NORMAL WATER I I •••
SURFACE EL. 31.6 , •--^"..... '-
�l J
EL, 42.D!
EL. 30.0±
EL. 3' ^' EL. 33.0 is
BENT No.I
Qppt1 Eu��L SECT
IL1P 12AP1Eo1°>a SECTIONS THRU END
W.P. "2
STA. 25+05.00 -L- X
I 1
I I
II
I I
I I
I I
1, I
I I
I I ••
rl rl
II II
II II
TEMP, SHORING
I I (ROADWAY PAY I
I ITEM & DETAIL) I 1
I (TYP.) I I
I I
II II
ESTIMATED QUANTITIES
Bridge #61
Sta. 25+55.0
Plain Rip Rap
Class II
Plain Rip Rap
Class I
Tons
Tons
Bent No. 1
1000
100
11
II
II
II
II
11
II
II
II
II
II
II
II
II
II
II
II
II
II
IJ
E� ARE AT RIGHT ANGLES
BENT No.2
CONTROL LINE
6
II
\ II
\ II
II
II
II
BRIDGE IDENTITY I
STA. 25+55.00 -L- I I
IJ If
� Illull'
,
II
IJ
330'-0"(FILL FACE TO FILL FACE) / I
I
PLAN
(PILES,COLUMNS AND FOOTINGS NOT SHOWN FOR CLARITY)
EL. 45.0.
PP 16
STEEL
(TYP. CO
27+00
SPAN C 1'
EARTH
I -I EL. B5.0a
II —�
I I
I I •'
I EXCAVATE TO
E
I
I I;' EL. 76.Ot
I,•f
1' 1
t-J 1'/2:1 SLOPE
NORMAL TO CAP
(TYP.)
CLASS II
RIP RAP
10"r"AY CwAse (').r orb.l
Cn.ne Awls
Trpt 8 N4
G•�RipPie
II
II
II
II
II
90°-00'-00" I I
(TYP.)
II
II
I I
1 I
I I
I
EXISTING IJ
SUBSTRUCTURE
(TYP.)
FILL FACE (D END BENT N0.2
STA. 27+20.00 -L-
G.P. EL. 94.919
FI%
BEGIN FRONT SLOPE
P,) STA. -L-
G.P. EL. L.94.952
-94.
F
`-APPROX. NATURAL
EL. 94.0*- GROUND LINE
I
II
1-J
HP 12 X 53 STEEL
PILES (TYP.M UNCLASSIFIED STRUCTURE
END BENTS) ® EXCAVATION (SEE NOTES)
'�1aVU
.4
END APP, SLAB
STA. 27+44.17 -L-
TO SR 1728
ENT No.2
PROJECT NO. 1064--1s26 11-
CUMBERLAND COUNTY
STATION: 25+55.00 -L-
51.1E v "I. W."A
DEPARTMENT OF TRANSPORTATION
MESW
GENERAL DRAWING
FOR BRIDGE OVER CROSS CREEK
ON I-95 BUS. LOOP & US 301
BETWEEN NC 24/210
AND SR 1728
S-2
DRAWN BY
CNECKEO BY