HomeMy WebLinkAbout5036-11C
C
C
LL.
C
C
-�a
C
LLJ
i
U
A)
0
DRAWING NO. -8-4e7T-
!;0 t(o
MH#1
TA-- "+40.96
96+37
---STA.,
RESTRAINED JOINTS
MH
;or)
IK
17)I
i I
I
i
I
i
4—
-NC:H
1090
-
2'
1090
1085
I f
7—
•
-J-
F
1080
1080
jj
if
7!
MUNN
1075
t
w
GEMAIN41
1606a
1070
I\&
T—
.............. I-
--------
-4—
cn
06
to
-L J--+
LL.
—4—
-4-
LL.
+
t
-8-
U0
+
C14
-
t
db
I
1065
1065
1
U
I
fill
k
1"'i
0
F-
F
0
fn
C
:36" VOP
24�
DIP
30"! AND 24" DIP
30w AND
L=4.00 S=,0.0050
L=47.97' S=0.0955!
L=733.68
0025
-0
7-1
1
N V'
L=1
--
J!"
------
-T—
--T
1 06J
1+1060
99+00 98+00 97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+00 88+00
TGT. NO. 15 TGT. N0. 36
STA. 90+56.17 STA. 90+56.17
(L ETIWANDA AVE./ 1; ETIWANDA AVE.
SIXTH AVE. 2- IP 1/4 CORNER 0
6 9 9 9
TARGET 0.35' W OF ELEV.= 1085.03'
ELEV.= 1092.64' 0
F-
44
0) -H -H clo
-H
06 a Ld a C:) e*
(0 0 C14 ILL-
+ P T P + + 0 + 00 0
0 L-
;
U') 0 U') 0 (0 U C14 0 1 0( (:)
0) 0 CY) 0 CY) F- 0) F- 00
-J -J 1--
. CAUTION: PROTECT EXISTING i'\
< < < 11 "e -J
C14 I-- CY) PARALLEL EL UTILITIES IN PLACE (n e)
(n (n (n C*4 to U) LID
�12"G-SCF),L-
-(12"G-SCE)'-- - -- ---- E)
F
co w
lAvi(I
4 w -
---- 77- --7
w
I 7'57nE =4441 88 z
- + --94+0 904:00-
GO- C -NOO 9':�
95 0 Cl)
2 4
V,
1 3 1 3
----------
7L ---- -----w
0 —@4t— C4
5 "S)
7L
0 00
-4 (54"SD)
3
J 1A
'V
EXISTING 42"--7 R/W - - - - - - - - - - - - R' W
GRAVITY SEWER
S S W T CN
0 STA 96+41.96
7
-MH 1
STA. 96+52.96 CONSTRUCTION NOTES: TGT. NO. 11
„ _ ETIWANDA AVENUE
MH#2 STA. 64+19.05 B"
CONSTRUCT POLYETHYLENE ENCASED 30" AND 24 w, PRESSURE CLASS 200, DUCTILE IRON
CONNECT TO EXIST. STA. 64+05.54 AH
PIPE �DIP) AND FITTINGS, BEDDING, TRENCH REPAIR, ASPHALT CONCRETE PAVEMENT,
42" SEWER SEE CONNECTION CL SAN BERNARDINO AVE./
DETAIL, SHEET 12 F �4"54� AND PCC PAVEMENT PER DETAIL 'A', SHEET 2. ETIWANDA AVE.
J PROTEGE EXISTING F] 1" I.P., NO TAG
JJ '? PR -50 POLYVINYL CHLORIDE (PVC) CONDUIT AND FITTINGS, BEDDING, TRENCH
7 OCONSTRUCT 2
PLANTER WALL REPAIR, ASPHALT CONCRETE PAVEMENT, AND PCC PAVEMENT PER DETAIL A, SHEET 2. ELEV.= 1043.70'
IN PLACE. r
J 1 CONSTRUCT 36* EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) SEWER, BEDDING AND
'A',
TRENCH REPAIR PER DETAIL SHEET 2.
i ;} j I i P I �-� ; ; O CONSTRUCT AIR VAC/RELEASE SYSTEM, SIZE AS NOTED.
CONSTRUCT 8' MANHOLE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
t
Underground Service Alert SURVEY CONTROL TABLE: STANDARD PLAN NO. 200-2.
r
ow 41 TGT No. NORTHING EASTING
BEARING DISTANCE
-20 RATED, WITH Call: TOLL FREE 6.=84 11 1850811.49 6705809.7 G) CONSTRUCT 4' x 4' PRECAST CONCRETE HANDHOLE/PULLBOX, HS SCALE: 1 *=40'
LXP.,Y- )--08 P iNOO'17 '57"E 2650.89' 40 MINIMUM WALL THICKNESS, OLDCASTLE PRECAST OR APPROVED EQUAL.
1-800 36 1853462.34 6705823.62
'09"W
CJVJ\- S00'16 662.74'
227-2600 15 1854125.08 6705826 74 J REMOVE AND REPLACE EXISTING CURB AND GUTTER, SIDEWALK, CONCRETE BUS BAY,
6TH AVENUE0 ROCK SWALE, LANDSCAPING, AND IRRIGATION IN CONNECTION LOCATION.
CAol L-9
M 1010III(JIM DAYS OTME YOU
DESIGNED BY: T. Renner DATE: 04/07
PREPARED BY:
INLAND EMPIRE UTILITIES AGENCY
SAN BERNANDINO AVENUE AND
FILE NUMBER
SHEET NO.
101
DRAWN BY: C. Buzani DATE: 04/07
CHECKED 'BY: M. Thornton DATE: 04/07
TKE Engineering, Inc.
44-46 Central Avenue
Riverside, Ca. 92506
(951) 680-0440
RING
A Municipal Water District
......
LOCATION MAILING ADDRESS
6075 Kimball Avenue Post Office Box 9020
ETIWANDA AVENUE SEWER FORCE MAIN
SEWER FORCE MAIN
NUMBER
12
SCALE N/A
--4
GRAPHIC SCALE
REVIEWED BY: I.E.U.A. Mir T. Fattahi, P.E.DATE.
Chino, California 91710 Chino Hills, California 91709
Telephone (909) 993-1600
PLAN AND PROFILE
OWNER NAME DATE
REV
DATE
BY
DESCRIPTION
APPD I
Project Manager I
I
1
DRAWING NO. -8-4e7T-
!;0 t(o