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CHERRY AVENUE
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BEFORE DAYS BEFORE
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8 CONSTRUCT MANHOLE STRUCTURE PER APWA STD.
PLAN 322-0, DETAIL ON SHEET 4.
CONSTRUCT MANHOLE STRUCTURE PER APWA STD.
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74+01.77 CHERRY AVE.
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132'
CHERRY AVENUE
SEE LEFT
TEMP. B. M. BENCH MARK: # 361
FOUND CHIS. " M� " 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. 0 1
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTHAN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
AVE UE
BASIS OF BEARINGS:
THE C.L. OF CHERRY AVE. BEING
N 00008'09" E PER P.M. 1959.
P.M.B. 28/18 WAS USED AS THE
BASIS OF BEARINGS FOR THIS PLAN
Prepared Under The Supervision Of:
CITY
OF FONTANA, CALIFORNIA
T121 ESSI
PREPARED IN THE OFFICE OF
STORM DRAIN PLAN
Tn
MADOLE AND ASSOCIATES, INC.
Ile c
C6
1;
C-0
OF THE INLAND EMPIRE
DRAWN BY:
CHERRY AVENUE
SCALE:
E"
a: 2� No. 14814
10601 CHURCH STREET, STE. 107
CFB
AS SHOWN
RANCHO CUCAMONGA, CA. 91730
TRACT No
Exp: 3-31-01
PHONE (909) 948-1311
DESIGNED BY:
L15709
DATE:
MCA
STA.70+0�, �O'TA.75+20
MARCH 2000
UF CM.
Date: 00
CHECKED BY:
.001
PR ED BY:
DRAWING NO.
A. MADOLE R.C.E.14814 EXP.3' SI -01
MLB
4A _,,4
ITY ENGINEER R.C.E. 511,52 D�TE
4
SHT. 3 CHERR�&)A , VE.S.D. - li[O. 2551 PF: i= IE) -mar -0005: 20
PM / 126-1050-1
DWG. DATE