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Ht V i Z)IUN�� A PROVAL APP VALI %oyM. MAOOLE R.C.E.14814 DATE CITY ENGINEER -R.C.E. 25126
*P* 40' CHERRY AVE. STORM DRAIN PLAN - 21 10.255]PF: 1050 870 26 -Dec -97 02:53 PM 126-1050-1
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FA8K1r_A7---D F_1jWW-
RADIUS LEN./DIST, TANGOff
CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380- 1, se4f oamL a.
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CURB 0 BCR (9 S.W.COR. BASE_
THESE RECORD DRAWINGS HAVE BM PREPARED, IN
PART, ON THE BASIS OF RVORMATION COMPILED AND
45.00, 35.18' 18.54'
'AFWA
5.00- ,
jwr
-9 TRACT NO.
15709-2
UNE & REDWOOD ELEV. 1320.93
FURNISHED BY OTHERL THE ENGINEER WILL WA BE
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ENGR'S nATC CITY nAlro
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(Per Pfeiler &Assoc.
RESPONSIBLE FOR ANY EIVKM OR OMISSIONS VMCH
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Bench run dated 7/16/93)
HAVE BEEN KrO THE DOCUMENTS AS
@ C_-A18rXU0T JL1A1Cr1,0A1 -5rAj1Cr1J)Pp_-- rrK ArWA
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A RESULT
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DOrXJr-r ZVD. PL414 S. P. 176A MOPIP-140 SrZ CMAIL AA1 �Wr- 5.
BENCH MARK: # 361
BASIS OF BEARINGS:
CITY OF
FONTANA
(,A co - =woD c,.>Ijmoz- 01*rx1cr 57z> Alo - e -L>z z4 -
SPIKE IN NORTH,FACE OF
THE C. -L. OF CHERRY AVE. BEING2
_CALIFORNIA
PP #1536697E. 0 S.W.
COR. OF BASELINE AVE.
N 00008'09* E PER P.M. 1959.
DATA' Underaround Service Alert Di
Apic ppr7 rn rnp
SULTANA AVE.
P.M.B. 28118 WAS USED AS THE
MACTO fW 0CA0Tkff'_Q CnQ TUTO EN AU
Ht V i Z)IUN�� A PROVAL APP VALI %oyM. MAOOLE R.C.E.14814 DATE CITY ENGINEER -R.C.E. 25126
*P* 40' CHERRY AVE. STORM DRAIN PLAN - 21 10.255]PF: 1050 870 26 -Dec -97 02:53 PM 126-1050-1
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DELTA/BEARING
RADIUS LEN./DIST, TANGOff
ELEVATION: 1365. 0 1
)V43* -430B3&6
A
CHERRY AVENUE
STORM DRAIN -PLAN
(BASELINE AVENUE TO STA.'k60+80)
44047*190
45.00, 35.18' 18.54'
Abf 40 6/'-6/ - W
5.00- ,
DESIGNED:
Iff-1095
Al .6-7",5/150 *, w
CHECKED:
DATE:
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JOB NO.
I )IZ—1 I rn
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DWG. NO.
2571
SHEET NO
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FArplio W_ THMI- fAJ&&r -5TX. APD C.&
OtXY AV-=. C41AC X6ribcAl
Ht V i Z)IUN�� A PROVAL APP VALI %oyM. MAOOLE R.C.E.14814 DATE CITY ENGINEER -R.C.E. 25126
*P* 40' CHERRY AVE. STORM DRAIN PLAN - 21 10.255]PF: 1050 870 26 -Dec -97 02:53 PM 126-1050-1
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C= Calt TOLL FREE LEWIS HOMES OF CALIFORNIA
ATTN Ms. MIMI FZAYL
1 -800 1156 N. MOUNTAIN AVENUE
P.O. BOX 670
422-4133 UPLAND, CA 91786
PHONE: (909) 985-0971
TWO WORVJNG DAYS BEFORE YOU DIG
ELEVATION: 1365. 0 1
DRAWN BY:
CHERRY AVENUE
STORM DRAIN -PLAN
(BASELINE AVENUE TO STA.'k60+80)
SCALE:
AS SHOWN
PREPARED IN THE OFFICE OF
ESSr
MADOLE AND ASSOCIATES. INC. v
OF THE INLAND4EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA,aCA 91730.- No. 4 14
PHONE (909 948'1311 Exp: 3-31-01
CTV-fx-
9101 ukv OF C
a
DESIGNED:
Iff-1095
CHECKED:
DATE:
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JOB NO.
I )IZ—1 I rn
-
APPROVED
DWG. NO.
2571
SHEET NO
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FArplio W_ THMI- fAJ&&r -5TX. APD C.&
OtXY AV-=. C41AC X6ribcAl
ENGR'S nATC CITY nAlro
Ht V i Z)IUN�� A PROVAL APP VALI %oyM. MAOOLE R.C.E.14814 DATE CITY ENGINEER -R.C.E. 25126
*P* 40' CHERRY AVE. STORM DRAIN PLAN - 21 10.255]PF: 1050 870 26 -Dec -97 02:53 PM 126-1050-1
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