R1015 Slocum Creek Aerial DMS 4 Fiber.pdf

Submitted 8/12/2022
F.A. PROJ. NO.: BRSTP-1763(4)
GRADE DATA 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
-2'2/10i
-0,3067%
PI 11+50.00 -L-
EL.= 12JO
t
1 SPAN A SPAN B SPAN C SPAN D SPAN E SPAN F
ILL FACE A END BENT ,' �+` � L t FILL FACE 0 END BENT 2
.34 - T STA.16+13.66 -L-
GRADE POINT EL.12.208
` JH DRIC HW
UNCLASSIFIED L.9.2
YP
BEGIN FRONT SLOPE f STRUCTURE /1999
STA.I3+OS.11 L J EXCAVATION WS.EL. 0.65 BEGIN FRONT SL PE
FIX. STA,16+18.82 -L-
GRADE POINT EL.12.224 (TYP,) SURVEY 0=3-11 ` GRADE POINT EL.11.262
15 FIX. FIX. FI%. FIX. FIX. coA
IX. FIX. FIX. FIX. FIX. FIX t'-7"
_ BITYPJ
ERM �11
AP X . \\Ct�\\�� a `� ��IG Q.9 f
0 NATU L ... ^��_____ _____ -_
GROU �� �'�_ a
w 11/2'1 SLOPE
10 %� ITYP.) : _ _� Or p ~ ti �} C♦h
CLASS II
RIP RAP
(TYP.)
Jr STEEL PILES �v GeV 1as �; I Vip_r& eertiP'
(TY EN ZHP 1NIZ a 612q�22 r plans QY`Q.. A`a-- 1,4. plQt'15•
�ny � ENO BENTS) GALVANIZED 111
e- STEEL PILES / !
` �, PO` (TYP.W BENTS) 1 OR
END BENT 1 BENT 1 BENT 2 BENT 3 BENT 4 BENT 5 END BENT 2 .� �H R
Q
SECTION ALONG -L-
SECTIONS CAI END BENTS & BENTS TAKEN GI RIGHT ANGLES
CLASS II IP R � ••••fiNGiN� P.
R(TYP.)P i r'•A!{Ci1w %%
�At)A�tltti<<�y4
W.P.a4 i' W.P.■6 0
W.P.°3 & BRIDGE IDENTITY W.P.R5 STA.15+62.29 -L-
STA,I3+91,86 -L- �•� STA.14+62.00 -L STA.15+12.15 -L-
STA,J A,F4
STA.13+10.3.34 -L-
BEGIN FRONT SLOPE J / j FILL &y RFFD eFR
STA.13+05.11 L- // / _ I FACE (1
BEGIN APPROACH SLAB S`�! STA.3+41.71 -L-
STA.12+99.49 L TpND A
C�q� ! - - - / / L_ �' �•` \�•` og E STA 16+2451 OACH SLAB
qp / •�
TO SR 1753
TO SR 1757 ` 1 S��:/ BEGIN FRONT SLOPE
T YP.)
FILL i / / ��•' i / o0pygf STAW.P6;78.82 L- PROJECT NO. 8-4488
�c�•Mja FACE /' / % CqA STA.16+13.66 -L-
BENT CRAVEN
g�R� /. �CONTOL LINE BENT 3 IL ' 1 COUNTY
F[! I CONTROL LINE I ; STATION: 14+62.00 -L-
BENT1
2 BENT 4 BENT 5 °QQ qurinun SHEET 1 OF 3 REPLACE BRIDGE N0.176
CONTROL LINE i•' CONTROL LINE CONTROL LINE
° '•;'' I � � d Z:oFEnaio.4��`.- STATE OF NOMtx cARarrrA
BEAL�'r: _ DEPARTMENT OF TRANSPORTATION
t: % ; j 1 — 3• 2183E I = RALEXCH
EXISTING dt•�.�
STRUCTURE % ��,*4E.,r, GENERAL DRAWING
31•-4/6• 50'-1Y4' 70'-1Y4- 50'-1-Y4' 50'-1-Y4' 51'-4%6- FOR BRIDGE OVER SOUTHWEST
PRONG SLOCUM CREEK ON
oeti�E"A� SR 1763 (CHURCH RD./
303'-3%" FILL FACE TO FILL FACE a40s ' MILL BLVD.) BETWEEN
EA SR 1757 AND SR 1753
PLAN '
REVISIONS SHEET No.
DRANN BY , H.T.DIEU DATE, 9/21/11JGAh
PLIES NOT SHOWN IN PLAN VIEW „+ L � Bra DACE, en DArE, s-r 26
131
CHECKED BY, D.E.HENNESSEE DATE, / 5/1 •y/�TJ 1
-•4t'
14-NAV•2012 09d8
Re\Strueturea\PW*\atr)\844B8_SD_CD-OI.COn
lout ton