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EXIST. 66' R.C.P. PER DWG. NO.2571
SHT. 2 OF 3
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
IREIWOIle =1677 72W�P,
//VL"=r 67/RUC7ZJ)cZi5 /F45Z.
A/0, 2-4-771
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--11-XISTI 60 I'll Aclo 'PeA
.DWG, A40, 2-G71
EXIST. 60" R.C.P. SHT. 2 C F 3
W— EXIST. 49' R.C.P PER DWG. NO.25�18A
SHT. 2 OF 4
y
w
SCALE IN FEET*
40 80 120 160
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U 0
0
0
010
T_ +
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0
(6
cn
ADDITIONAL R/W DEDICATION PER SEPARATE INSTRUMENT U LTI MA TE R/W EX IST. R/W F UTUR E CU RB & G U TT E R cq F-1 ffE=
0
0 =
0 z
to 0 EXIST. DITCH TO BE FILLED
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0 65 1)0 66 6 6 o cn
S
;0 EXIST. 21" SEWER;0 LAJ
(zoo t;nt zo 4 ItL.0
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W_ W_ Z-4 EXIST. CURB & GUTTER EXIST. R/% NO. 1 5' 7 0 9
TRO
EXIST. 16" WATERLINE
W_ _W_ _W_ —w— Z-4 &E— T & E EXIST. CURB & GUIIER
EXIST. R W
EXIST. 8" SEWER PER DWG. NO.2518 SHT. 3 OF 3 TRIP NO. 1 5 7 0 9 2
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
QJ
L0
00
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2031 161
P 36
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EXIST. 66' R.C.P. PER DWG. NO.2571
SHT. 2 OF 3
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
IREIWOIle =1677 72W�P,
//VL"=r 67/RUC7ZJ)cZi5 /F45Z.
A/0, 2-4-771
,PA 0 T2 L --c 7- IN - RL A C E
--11-XISTI 60 I'll Aclo 'PeA
.DWG, A40, 2-G71
EXIST. 60" R.C.P. SHT. 2 C F 3
W— EXIST. 49' R.C.P PER DWG. NO.25�18A
SHT. 2 OF 4
y
w
SCALE IN FEET*
40 80 120 160
U] U.j =
U 0
0
0
010
T_ +
0
0
(6
cn
ADDITIONAL R/W DEDICATION PER SEPARATE INSTRUMENT U LTI MA TE R/W EX IST. R/W F UTUR E CU RB & G U TT E R cq F-1 ffE=
0
0 =
0 z
to 0 EXIST. DITCH TO BE FILLED
UP TO GRADE PER SECTION (SEE SHEET 1 OF 4)G— G_ G— — A — EXIST. 10"' GAS --j EXIST. EDGE OF PAVEMENT 4 U) + zo Zo (O 0 STREET CL. cr 09" E EXIST. MEDIAN CURB N 00* 08' 0 FUTURE MEDIAN CURBY 0 LLJ
0 65 1)0 66 6 6 o cn
S
;0 EXIST. 21" SEWER;0 LAJ
(zoo t;nt zo 4 ItL.0
o- V)
W_ W_ Z-4 EXIST. CURB & GUTTER EXIST. R/% NO. 1 5' 7 0 9
TRO
EXIST. 16" WATERLINE
W_ _W_ _W_ —w— Z-4 &E— T & E EXIST. CURB & GUIIER
EXIST. R W
EXIST. 8" SEWER PER DWG. NO.2518 SHT. 3 OF 3 TRIP NO. 1 5 7 0 9 2
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
21
AM W, " "Am = m
III=
TEMP. B. M, BENCH MARK: # 36i
FOUND CHIS. " 0 " ON TOP OF SPIKE IN NORTH FACE OF
CURB @ BCR @ S.W. CORNER OF PP #1536697E. @ S.W.
BASELINE & REDWOOD ELEV. COR. OF BASELINE AVE.
1320.93 (PER PFEILER & ASSOC. & SULTANA AVE.
BENCH RUN DATED 7 /16 /93) ELEVATION: 1365. 01
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.
F ESSI �i . . . ... T No. 14814
cc
Exp: 3-3i-01
c V -1\, c A�
BASIS OF BEARINGS:
THE C.L. OF CHERRY AVE. BEING
N 00008'09"E PER P.M. i959,
P.M.B. 28/18 WAS USED AS THE
BASIS OF BEARINGS FOR THIS PLAN
Prepared Under The Supervision Of:
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA. 91730
PHONE (909) 948-1311
WA)P*.. Date: 9 '9 DO
MADOLE R.C.E.14814 EXP. 3 —01
zz/ SCALE: 101 - 40'
CONSTRUCTION NOTES:
INSTALL 60 011 R.C.P., D—LOAD PER PLAN.
CONSTRUCT MANHOLE STRUCTURE PER APWA STD.
PLAN 320-0, DETAIL ON SHEET 4.
REMOVE EXIST. TEMPORARY INLET STRUCTURE
AND OTHER APPURTENANT PIPES.
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN DRAWN BY: CHERRY AVENUE SCALE:
CFEI AS SHOWN
DESIGNED BY- TRACT NO. 15709 DATE:
MCA STA. 60+78 To STA. 70+00 MARCH 2000
CHECKED BY: APPR?O_V� D BY: DRAWING NO.
MLB 4 _.� CU 0981,50
Ty ENGINEER R.C.E. 51152 DATE
SHT. 2 CHERRAXNVE. S. D. - 1 i ro. 2551 PF' 1050 892 16 -Mar -00 05, 05 PM / 126-1090-1
DWG. -DATE
I
L0
00
z 1 6' 20
2031 161
P 36
36'1
21
AM W, " "Am = m
III=
TEMP. B. M, BENCH MARK: # 36i
FOUND CHIS. " 0 " ON TOP OF SPIKE IN NORTH FACE OF
CURB @ BCR @ S.W. CORNER OF PP #1536697E. @ S.W.
BASELINE & REDWOOD ELEV. COR. OF BASELINE AVE.
1320.93 (PER PFEILER & ASSOC. & SULTANA AVE.
BENCH RUN DATED 7 /16 /93) ELEVATION: 1365. 01
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.
F ESSI �i . . . ... T No. 14814
cc
Exp: 3-3i-01
c V -1\, c A�
BASIS OF BEARINGS:
THE C.L. OF CHERRY AVE. BEING
N 00008'09"E PER P.M. i959,
P.M.B. 28/18 WAS USED AS THE
BASIS OF BEARINGS FOR THIS PLAN
Prepared Under The Supervision Of:
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA. 91730
PHONE (909) 948-1311
WA)P*.. Date: 9 '9 DO
MADOLE R.C.E.14814 EXP. 3 —01
zz/ SCALE: 101 - 40'
CONSTRUCTION NOTES:
INSTALL 60 011 R.C.P., D—LOAD PER PLAN.
CONSTRUCT MANHOLE STRUCTURE PER APWA STD.
PLAN 320-0, DETAIL ON SHEET 4.
REMOVE EXIST. TEMPORARY INLET STRUCTURE
AND OTHER APPURTENANT PIPES.
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN DRAWN BY: CHERRY AVENUE SCALE:
CFEI AS SHOWN
DESIGNED BY- TRACT NO. 15709 DATE:
MCA STA. 60+78 To STA. 70+00 MARCH 2000
CHECKED BY: APPR?O_V� D BY: DRAWING NO.
MLB 4 _.� CU 0981,50
Ty ENGINEER R.C.E. 51152 DATE
SHT. 2 CHERRAXNVE. S. D. - 1 i ro. 2551 PF' 1050 892 16 -Mar -00 05, 05 PM / 126-1090-1
DWG. -DATE
I