HomeMy WebLinkAbout5189-48" WATER
BY OTHERS
36" STORM DRAIN I
PER DWG. 5114
8" SEWER
PER DWG. 5113
EXISTING R/W
MIMI MEI
32'
10'
MILAN PLACE
47.37 47.84
TC
TC
10'
47.61
1....
48.08 48.08
FG
MMo
45.69
•
46.401
FG
47.50
TW
2'
cJ
cci
4469 TC
44.0 • FL
24" RCP
37.26 IN
44.7
44.0
.•
42.50
INV
WQMP BASIN
LOT "B"
TC
FL
44.90
FG 1
45.10
FG
47.20
TW
44.40
47.90
FG/TB
1:1 GUNITE COVERED
SLOPE
50.40
47.40
FG
18
PAD -1650.4
EXISTING SEWER
.... .. .... . .. ...
SUMMIT
• 45.70
SIM MM.
LOT 'A'
0
CNJ
46.00
45.45 ,„-
TC
L
EEXISTING RCB STORM DRAIN
•,•
CATCH BASIN p PER
CITY PLAN NO. 5114
•
IQMP OUTLET PIPE
2" PVC PIPE SDR 35
I= 16'
1644.69
TC
R/W
xv-- WROUGHT IRON FENCE
, X
1
1644.9
x
x
1647.9
PROPOSED BLOCK WALL PER
SEPARATE PLAN & PERMIT
GUNITE 1:1 SLOPE
BOTTOM=1644.4
1647.9
FG;
PROPOSED BLOCK WALL PER
7
SEPARATE PLAN & PERMIT
PAD= 1650.4
24" RCP --
OUTLET PIE
12" PVC WQMP
OUTLET PIPE
CROSS SECTION
INFILTRATION BASIN
10'
121' PVC
,<TioCK/Acrf,l(i
NON-UNIFORM 6" TO 12" NATIVE CLEAN
ROCK OR APPROVED EQUAL GEOTECH FILTER
FABRIC , AROUND ALL SIDES OF ROCK NO
CLAY INI UPPER 12" SOIL LAYER
1642.50 INV
FLOW LINE
CONSTRUCTDN NOTES
TRASH RACK
WQMP CATH BASIN RETROFIT PER DETAIL HERE ON.
12" PVC DR 35
T
/ / /
/ / /
f.---/-
/
24" SD OUTLET PIPE
MODIFIED CATCH BASIN DETAIL
WITH WQMP DRAIN SYSTEM
10
0
CIAPHIC SCALE
10 20
40
( JET )
111CH a 10 FE
ANLNANLAMMAAMAN~
DIAL
BEFORE
YOU DIG
)
TWO WORKING
DAYS BEFORE
//
YOU DIG
TOLL FREE 1 - 800- 227- 26 00
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRPTION
DATE
ENGR. CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR:
STRATI -IAM HOMES, INC
2201 DUPONT DRIVE, SUITE 300
IRVINE, CA 92612
TEL (949) 833-1554
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIN
OF THE SOUTHEAST QUARTER OF SECTION 10, T1N., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N8930'06"E
BENCHMARK
CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
aWATION = 142299ff
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815
old R. Allard, R.C.E. 790B6
(expires 3/31/2016)
Fax (909) 356-1795
2 /if&
Date
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
CV
DESIGNED BY:
DBW
CHECKED BY:
JAB
APPRO
TRACT 18915
WQMP BASIN
CITY ENGINEER
SCALE:
AS NOTED
DATE:
February, 2015
4E: 2 z y. 5189
R.C.E. 51152
Filename: I:\Stratham Homes -129\3.5 AC\DWG's\FINAL DESIGN\street\TR 18915 ST 04.dwg