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SEE SHEET 2
BISON LANE
50'
25' 25'
5' 13' .
it w II I
PROPOSED STORM DRAIN
PER CITY OF FONTANA
DWG NO 3093
25
SEWER AND L`t
STORM DRAIN
EASEMENT
WIDTH VARIES
25'-30' i
SEE SHEET 3
OFFSITE
11
SEWER LATERALS FOR TRACT NO. 16167-1 Zt
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ZUCT 312 82 LF VC EXTRA SfRENGHT SEVIER !!-
--------------- i---------------- --
------- _ HORIZ. i - 40' --_------
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I T:1"=4
--
VER
12 13 14
SCALE 1"=40'
I if JJal J�117-JJ
LOT NO.
DESIGN STA.
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BACKFLOW
16
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SLOPE 2:1 MAX
SHOULD CONSTRUCTION OF THE 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.
SEE SHEET 5
DECOY LANE
xin'
CONSTRUCTION NOTES
FRAME a C0 VE v R
STD. PLAN 632'
3" MAX IMUM
MORTAR
FL A Ail
1 ,r•
h
iNLI T l -14
i0t! LET E
ti
6-
I E VARtAI�IL>' t €
660-0-3250 'w _
h
TI O N w._B B
Ia
U N ISTURHED EARTH
OPTIONAL BASE
1
+ r 1
S
SECT1)N A -A
NOTE. •
t. EXCEPT AS INniCAtED HEREON OR 014 THE PROJECT PLAN'S,
MANHOLES SHALL CONFORM TO STANDARD PLAN 200 PR CA
S
T
CONCRETE SEWER MANHOLE.
zt T-ECORD B) 0 C U M, E N 7
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
1 PROPOSED 8" WATERW i may be incorporated herein as a result
\ PER SEPARATE PLAN
\ a1Z S• Q
13 DATE Z
0— CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
T__ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3� CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY
STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30)
O7 -- INSTALL BACKFOW CHECK VALVE
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
BCA DEVELOPMENT
ATM: BEN ANDERSON
17780 FITCH STREET
SUITE 120
IRVINE, CA 92614
(949) 863-1055 - FAX (949) 863-0065
Z)
0
M
i J
REVISIONS Engineer CityBENCHMARK
ADDroval Date: ADDroval Date:
FWE 43 - R.R. SPIKE IN E.P. BY
PP#1536663E S'LY SIDE OF BASELINE
220'± E'LY OF CHERRY AVE.
SAM ELEVATION: 1313.04
PROPOSED CC
RETAINING WAI
,
6 HIGH GARC
PER SEPARATI
161,1
161(
1
160.
160(
159!
159(
Ir07
�
CITY OF FONTANA, CALIFORNIA
'' 4ELF�L �\
1
Drawn By:
WF
W
15'
Civil Engineering - Land Surveying - Land Planning cis Z
8253 Sierra Avenue W No. 43976 m
1. Fontana, California 92335 °� Exp. 6/30/05
* *
(909 356-11 15Fax (909) 356-1795 J►> �Q CIV
Z -i-4 9TF l� o��
CF CALF F
David S. Hammer, A.C. 43976 DATE
femims nmrgra
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PLAN
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SECT1)N A -A
NOTE. •
t. EXCEPT AS INniCAtED HEREON OR 014 THE PROJECT PLAN'S,
MANHOLES SHALL CONFORM TO STANDARD PLAN 200 PR CA
S
T
CONCRETE SEWER MANHOLE.
zt T-ECORD B) 0 C U M, E N 7
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
1 PROPOSED 8" WATERW i may be incorporated herein as a result
\ PER SEPARATE PLAN
\ a1Z S• Q
13 DATE Z
0— CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
T__ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3� CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY
STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30)
O7 -- INSTALL BACKFOW CHECK VALVE
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
BCA DEVELOPMENT
ATM: BEN ANDERSON
17780 FITCH STREET
SUITE 120
IRVINE, CA 92614
(949) 863-1055 - FAX (949) 863-0065
Z)
0
M
i J
REVISIONS Engineer CityBENCHMARK
ADDroval Date: ADDroval Date:
FWE 43 - R.R. SPIKE IN E.P. BY
PP#1536663E S'LY SIDE OF BASELINE
220'± E'LY OF CHERRY AVE.
SAM ELEVATION: 1313.04
PROPOSED CC
RETAINING WAI
,
6 HIGH GARC
PER SEPARATI
161,1
161(
1
160.
160(
159!
159(
Ir07
�
CITY OF FONTANA, CALIFORNIA
SEWED
0
a
Drawn By:
WF
MBINATION
15'
Civil Engineering - Land Surveying - Land Planning cis Z
8253 Sierra Avenue W No. 43976 m
1. Fontana, California 92335 °� Exp. 6/30/05
* *
(909 356-11 15Fax (909) 356-1795 J►> �Q CIV
Z -i-4 9TF l� o��
CF CALF F
David S. Hammer, A.C. 43976 DATE
femims nmrgra
Designed By:
SF
z N
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Checked B
DH 4
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Ln
EN WALL � I
Dwg. No
3092
4
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LOT 23
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SECTION A_ A
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EXISTING 24" �1
9`��1 1
STORM DRAIN TO
BE REMOVED
PROPOSED COMBINATION
RETAINING WALL WITH
,
6 HIGH GARDEN WALL
PER SEPARATE PERMIT
PROPOSED 24" STORM DRAIN
PER CITY DWG NO. 3093
SEE LEFT
RACCOON WAY
VERT: 1"= 10'
CONSTRUCT 3' HIGH
RETAINING WALL PEF
SEPARATE PERMIT
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UTILITY CROSSING DETAIL
SCALE 1"=20'
"An
1615
1610
1605
1600
1595
1590
PROPOSED 36"X36" BROOKS
BOX PER CITY DWG NO. 3093
EXISTING 24"
STORM DRAIN PER
_CITY DWG NO. 1879
SCALE 1"=20'
�1�'Jim .IJP
_
�J JY91 6 ;IZ-19
EXIST CATCH BASIN
TO BE REMOVED
Prepared By: oFESS i
ALLARD ENGINEERING ���°P
CITY OF FONTANA, CALIFORNIA
SEWED
IMPROVEMENT PLANS
Drawn By:
WF
TRACT 161671
RACCOON WAY
STA. 10+00.00,,' TO 13+50.00
Scale:
AS SHOWN
Civil Engineering - Land Surveying - Land Planning cis Z
8253 Sierra Avenue W No. 43976 m
1. Fontana, California 92335 °� Exp. 6/30/05
* *
(909 356-11 15Fax (909) 356-1795 J►> �Q CIV
Z -i-4 9TF l� o��
CF CALF F
David S. Hammer, A.C. 43976 DATE
femims nmrgra
Designed By:
SF
Date:
FEB. 2003
Checked B
DH 4
4q
-'
Approved:
CITY ENGINEER R.C. . 51152
Dwg. No
3092
4
rJ
Filename: L:\DWG\13402\SEWER\16167\Sht-4.Dwg