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R 25.60
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T = 25.00'
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DATE�APPiL
I
FA I 1 ST'
NO. 17055-
EXP. 6 -30 -Ml
v 1. �
VECORD DIZAWING
HR ENGINEERING INC . CITY OF FONTANA, CALIFORNIA
ENGINEERS PLANNERS SURVEYORS PUBLIC WORKS DEPARTMENT
DRAWN BY:STREET IMPROVEMENT PLAN SCALE:
B� f�. SRAIZO N AN a ANO F. M 1 LY S T. AS
DESIGNED BY: DATE
_ Duk TRACT N0. 14775 e7• l°taq
CHECKED BY: AP ROVED: b/•i/% DWG. No.
ALE G. CLADDING A . . E 17055 DATE A. �� TY ENG -NEgd.. .L2517G
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126
01 CURS RETURN DATA
000,1
1 0 CA) = 90"W60"
R 25.60
L = 39.%v'
T = 25.00'
_ x.00 GQ•oo G0. 00 — �o.00 - - - x.00 40 �O G0_0 _ 44.00 _ _ �d�� 1
11
CR
3 IQ
115 I
� 15+07.50'5NAVk0K Me- 11-7
ID+00.00 EM%LY 5T
AVE.
S,4'
21'
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1 I
6' SEE SNECT 2
. ,,
HOPE CT.
REV �DATEL�
SCALE to • 40
SHARON AVE.
SSE LEFT ci
20 2.0
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SEE LEFT SEF SUM 6
SHARON AVE. 09�
E
❑1 dwil)e PUC LIC, SERVIGe ESM-T,cese)
MREGORp 09-Awit-Ac-i"
DESCRIPTION
- %.. _.
DATE�APPiL
I
FA I 1 ST'
NO. 17055-
EXP. 6 -30 -Ml
v 1. �
VECORD DIZAWING
HR ENGINEERING INC . CITY OF FONTANA, CALIFORNIA
ENGINEERS PLANNERS SURVEYORS PUBLIC WORKS DEPARTMENT
DRAWN BY:STREET IMPROVEMENT PLAN SCALE:
B� f�. SRAIZO N AN a ANO F. M 1 LY S T. AS
DESIGNED BY: DATE
_ Duk TRACT N0. 14775 e7• l°taq
CHECKED BY: AP ROVED: b/•i/% DWG. No.
ALE G. CLADDING A . . E 17055 DATE A. �� TY ENG -NEgd.. .L2517G
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