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Lo
TOP OF EXISTING EAST LEVEE
TOP OF EXISTING WEST LEVEE ---
TOP OF PARAPET
SEE DRWG. 2 FOR MARLAY AVE'. z F_ ELEV. 884.25
ROADWAY IMPROVEMENTS ui z a_ e-) +1 OF EXISTING EAST LEVEE
TOP OF PARAPET > UJ TOP OF WINGWALLS
MATCH EXIST EAST ELEV. 882.75
ELEV 884.25 ui > OD
LEVEE ELEV. 880t: V) - 0 _0D
(TOP OF CONC. ROCK TOP OF WINGWALLS + w < _y) uJ
(D -i ou U) U)
n w > z 0 �-_j
TOE OF EAST LEVEE ELEV 882.75 < a. :D UJ _F___ 010 MATCH EXIST. EAST LEVEE ELEV
cr_ z t 4�*�_TOP OF EXISTING WEST LEVEE
RAMP) TOP OF RAMPS C) o 0 --
ELEV. 882'.00 U) (:),j LL 0-0 886± (TOP OF CONC. ROCK &
MATCH EXIST WEST LEVEE = 0 TOP OF EAST LEVEE RAMP)
U-) UJ
ELEV 879± (TOP OF CONC. 1 0 RAMP,—
ROCK a TOE OF WEST LEVEE TOP OF EXISTING R W
RAMP)
.,�O/o REVETMET(PROTECT
EXISTING FLOWLINE---,,,,
L0
0)
31+00
EXISTING CONRETED ROCK SLOPE
'PROTECTION ON EAST & WEST LEVEES
(PROTECT IN PLACE)
0
(D Ne
u
OD
.0
_j cr-
Lc (9 EXISTING CONCRETED
ROCK BOTTOM CONTROLJ
(PROTECT IN PLACE)
33+00
EXCAVATE EXISTING CHANNEL
INVERT AS SHOWN BETWEEN
STA. 31+ 95 & STA. 35 4 45
(PROTECT"EXISTING CONCRETED
ROCK SLOPE PROTECTION)
34+00
/SCALE* i 11=4d
I ILI- AD
EXISTING CONCRETED ROCK
SLOPE PROTECTION
(PROTECT IN PLACE)
I
TOE Or RAMPS
J,
ELEV, 882.50
A MP 5% MATCH EXIST. WEST LEVEE ELEV.883± EXISTING FLOWLINE
(WEST) (TOP OF CONC. ROCK a TOP OF WEST
L L RAMP) FLOW
CONCRETED ROCK INLET
CONCRETED ROCK OUTLET REMOVE� EXIST. STRUCTURE
STRUCTURE 5" RCP S
(TOTAL = 7 PROFIL
GRADE EXISTING R a W REVETMENT
EXIST 39 11 RUP S=-I%i
BOTTOM CONTROL
F L. 873d: (WEST SIDE) (PROTECT IN PLACE)
PROPOSED 78 11 RCP EXCAVATE EXIST. CHANNEL
FL. 871 (EAST SIDE) INVERT AS SHOWN BETWEEN MEET EXIST, FLOWLINE
L STA. 37+83 a EXIST. R&W AT BOTTOM CONTROL
..,--TR I PL E 14'x 14' RCB 02 REVETMENT BOTTOM CONTROL (ELEV 874.4t)
S= -a2230/4
FLOW -
6 it CONC. INVERT
SLAB W/CUT-OFF 0 to
+ 0 cj�
WALLS to 0
OD
RCBINVERT 00
d +
-zo/o -jx Ill- co
(1) Lc 0 OD
0 U)
N Lo -i cr_
+ od T— (n Lc 0
(o di
Cox L
OD sl _j
Lo WINGWALL FOOTING (TYR)
co 6
-i (D (.0
w _: 000
108 00 UJ
0 F5 z
REMOVE EXISTING CONCRETED L, + W5 _j uju
ROCK SPLASH PAD 81 BOTTOM
0 ui ui ui
CONTROL CIA Lo co a_ U)
U-) W <
+ <—Ujw-
(D 0 a_o� UJ
WINGWALL FOOTING (TYR) rf) OD pu) LL: =00 LL
w
LL m 0
_j ow 0 PrEN`fv**'F1LE_
(n LL: I I I Co CL a: a_ >_ )K EXIST. 10 3/4" WATERLINE TO BE
x x1op CD HORIZ. I" - 40' RELOCATED BY OTHERS AS
wi w 11 1
VERT. I = 4 NEEDED FOR RCB CONSTRUCTION.
EXIST. 15" VCP SEWER LINE JAI
TOP OF CONC, ENCASEMENT -EXIST. 33' �,CP SEWER LINE (RELOCATION OF WATERLINE WAS
EL. 854.Ot (RELOCATED TO TOPOF72 STEEL CASING NOT REQUIRED)
CLEAR BOX INVERT PER EL. 856.0
C. B. M.W. D. )
35+00 36+00 37+00 38+00 39+00 40+00
EXIST. STREET R/W
CONNECT E)<ISTING 3d'RCP TO
OUTLET STRUCTURE (SEE
ENLARGED PLAN ON DRWG. 4 M.H. +
U-)
CONSTRUCT CONCRETED ROCK
OUTLET STRUCTURE (SEE
ENLARGED PLAN ON DRWG. 4 CC)
FCD R/W-----*,,
TOP OF EXISTING WEST LEVEE MATCH WIDTH OF
EXIST LEVEE
&TF17— —65-0
OV— W6015-
00 q
0
STA. 354-45
0
0
TR) PL E 14! x 14 RCE3
-1 55" E)
(N 00 :i2 c\j
FCD R/W---*,
EXISTING 34'RCP STORM DRAIN (PROTECT IN PLACE)
EXIST io3/4'WATER LINE (TO BE RELOCATED BY OTHERS)
EXIST. d'GAS LINE (TO BE RELOCATED BY OTHERS)
EXIST POWER POLE (PROTECT IN PLACE)
EXIST 4-5�'SCE CONDUITS (PROTECT IN PLACE)
CONSTRUCT 88 L,F OF TRIPLE 14'x 14'
RCB CULVERT WITH CONC. WINGWALL
X__�(SEE ENLARGED PLAN ON DRWG. 4
C-41
L6
c\j (o
RAMP 5% X + +
v va;
i5 0
Lo Lf)
01
0
(N 00 32'55" E) 0
FLOW EXCAVATE EXISTING CHANNEL INVERT
:BETWEEN STA. 31*95 & STA. 35+45
(PROTECT EXISTING CONCRETED ROCK
SLOPE PROTECTION)
0
0
00
L0
D
04
QiD__ __ — —0
FCD R/W
EXISTING CONCRETED ROCK
BOTTOM CONTROL
(PROTECT IN PLACE)
MATCH WIDTH OF
--TOP OF EX I STI N G EAST LEVEE —`/ RAMP 30/4 --
EXIST. LEVEE
CONNECT 78 RCP TO OUTLET
STRUCTURE (SEE ENLARGED M.H. 1 0
EXISTING CONCRETED ROCK PLAN ON DRWG, 4
OLOPE PRO I Co I ION
(PROTECT IN PLACE) FILL B GRADE TOP OF RAMP AREAS
AS DIRECTED BY THE ENGR.
(TYPICAL BO*FH SIDES OF CHANNEL)
d'CURB & GUTTER W/SIDEWALK—
EXIST 8 11 GAS LINE (RELOCATED AS
SHOWN BY ---LINE)
EX IST 15 11 VCP NONRECLAIMABLE,
WASTE WATER SEWER
(PROTECT IN PLACE)
NOTE: EXIST 3:�'VCP INTERCEPTOR
SEE DRWG. 2 FOR SEWER (PROTE CT IN PLACE)
PROPOSED MIVEWAYS
NOTE:
SEE DRWG. 2 FOR MARLAY AVENUE
ROADWAY IMPROVEMENTS
R.AN,
I1i =,Id
OD
H1
'A
Nlp;
-� —07710 - "I N ___— _ I,--, I � 40sm — I
RAMP __ TOP OF EXISTING WEST LEVEE
y
vw
77
ORA cli
EXIST. R a W REVETMENT (PROTECT IN PLAC
FLOW 0
8 0
0
STA. 37+83 It
EXCAVATE EXIST CHANNEL EXIST R a W REVETMENT BOTTOM CONTROI
INVERT BETWEEN STA. 37+83 ,-��(PROTECT IN PLACE)
& EXIST BOTTOM CONTRO
(PROTECT EXISTING R a W
REVETMENT)
EXIST R & W REVETMENT (PROTECT IN PLACE
1:7
CNN
0
RAMP 6% MATCH WIDTH OF P OF EXISTING EAST LEVEE--,,,\
LEVEE
Emme 9=6 cmm
CONSTRUCTCONCRETCED ROCK
INLET STRUCTURE (SEE
ENT-ARGED PLAN ON DRWG. 4
FILL B GRADE BOY'i-OM Of- RAMP AREAS
AS DIRECTED BY THE ENGINEER
-.PROPOSED 4-5" SCE CONDUITS
(TO BE INSTALLED BY OTHERS)
CURB & GUTTER W/SIDEWALK
PROPOSED 7d'RCP STORM DRAIN
PROPOSED STREET R/W
- a =:*
=0 If,
r-r%r-% m All
zA',',REC.ORD DRAWINGS".
FCD - I - 801- 40