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BLUE MIST COURT '> ' r'
CONSTRUCTION NOTES
CONSTRUCT 6" CURB & GUTTER PER STD, PLAN NO. 1003
CONSTRUCT X—GUTTER PER STD, PLAN NO. 105 (MODIFIED W=6')
— CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO, 1006
0—CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015
& CONSTRUCT 4" MIN, A.C. PAVEMENT OVER 12" COMPACTED TO 95% NATIVE MATERIAL
._INSTALL INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139
10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003)
13 INSTALL 5800 LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER STD. PLAN NO. 1016
14 CONSTRUCT DRIVEWAY PER STD. DETAIL NO. 102
CURVE
DATA
SHOULD CONSTRUCTIONTHE UI IMPROVEMENTS T
WITHIN �" T DATE APPROVAL
SHOWN HEREON AND CARRIEDT IN A DILIGENT�
ENGINEERCITY A Y REOUIRE REVISIONSTO THE LA TO BRING�
THEMINTO H ITT T I
EFFECT.
I
SEAL—ENGINEER
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No. 25917
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CSL ENGINEERING,
DRAWM BY:
SE
TANGENT
90°00'00"
25.00'
39.27'
25.00'
11051 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 FAX (909) 785-5180
PREPARED 13Y: -� R<CaE, NO, (EXP. 12/31/05)
21211/
�aC PATE; �'/� �C�
RICHARD A. SCIANNI
4"11'19"
482.00'
35.24'
17.63'
4'11'19"
500.00'
36.55'
18.28'
DESIGNED B
SE
CHECKED B
_
518.00'
37.87'
18,94'
13®4736"
REVISIONS
APPR.
CITY
CRATE
CURVE
DATA
0
DELTA
RADIUS
LENGTH
TANGENT
90°00'00"
25.00'
39.27'
25.00'
4"11'19"
482.00'
35.24'
17.63'
4'11'19"
500.00'
36.55'
18.28'
4°11'19"
518.00'
37.87'
18,94'
13®4736"
263.83'
63.52'
31.91'
27`28'55"
112.00'
53.72'
27.39'
G
207°28'55"
38.00'
137.61'
OF FONTANA, CALIFORNIA
STREETCITY
IMPROVEMENT PLAN
SCALE:
1"=40'
Y: �.
DATE:
----...TRACT
T ' T
2003
OJANUARY,
APPROVED BY:
�
DWG. NO.
SHEET
__lz .
ITY ENGINEER: R+ICARDO SANDOVAL R.. 51152
338
OF 1
JN597/08-23-03/597sip8.DWG/5:40