HomeMy WebLinkAbout3021-6�Underground Service Alert41'
BEFORE
Call: TOLL FREE
1-800
��® 227-2600
TWO WORKING DAYS
BEFORE YOU DIG
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375—A
NEWPORT BEACH, CA 9266
(949) 640-6420 * FAX:0 (949) 640-6484
MEMPHIS DRIVE
SEE SHEET 7
18
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R/W
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13100' 0.001 �0.00' 50--100 50.00 50.00 50.00 50.00, 55.79
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INT. 10+00.00 TUCSON LANE p
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STA. 18+20.07 MEMPHIS DRIVE = :m 00
�— C5 + 18
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18
BENCHMARK-.
CffY B.M. NO. 361 ELEV.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
MARK I BY I DATE
ENGINEER
REVISIONS
APPIR-1 DATE,
CITY
JACKSON
DRIVE
SEE
SHEET 5
Lij
L 11
50' Z
r -
4 IN
25 '1,- -
111 -11
25
CD 7
18' 71
CURVE DATA
97.06
0
DELTA
62ffcmn
LENGTH
0
5
/—A\
29°35'31"
9+56.94 BCR
29.44'
k
�.
149*07'02
58.00'
150.95'
209.98'
89*56'00"
A
—ell
C)
F
61.94FL
)15+09, 5F 16+00 1
LO
4 1 62.44TC 8
61.94FL F
54.00' —3 00
39.16'
10+42.94 ECR
I J0
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(n L0
4 ro,
CD
4 71 48 L=1.031
or-- -LAI 501
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If
JACKSON DRIVE
SEE SHEET 5
SEAL—ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QROFES
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A.
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE m
REVISIONS TO THE PLANS TO BRING THEM INTONo. 25917
CONFORMANCE WITH CONDITIONS AND STANDARDS IN Exp. 12/31/05
EFFECT. CIVI\-
OF C \_\�
INT. 16+07.77 TUCSON LANE
STA. 10+00.00 JACKSON DRIVE
CONSTRUCTION NOTES
1 CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003
2 CONSTRUCT X—GUTTER PER STD. PLAN NO. 105 (MODIFIED W=8)
3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015
5 CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL
8 INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139
18 INSTALL 5800 LUMEN H.P.S.V. #7, 25' HIGH STREET LIGHT PER STD. PLAN NO. 1016
20 CONSTRUCT DRIVEWAY PER STD. DETAIL NO. 102
CSL ENGINEERING, INC. -
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DRAWN BY:
(909) 785-5122 FAX (909) 785-5180 SE
DESIGNED B)
PREPARED BY: R.C.E. N0. 25917 RAS
(EXP. 12/31/05) Z
DATE:
CHECKED EK
JJL R
RICHARD A. SCIANNI
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS SCALE:
TRACT 15 1"=40'
DATE:
UCSON N JUNE, 2001
PROVE DWG. NO. SHEET
ITY ENGINEER: RIGARDO SANDOVAL, R.C.E. 51152 3021 6 OF 11
JN545/11-12-01 /545_-1 sip6.DWG/S:40
SCALE:
1 40
0
20' 40,
CURVE DATA
0
DELTA
RADIUS
LENGTH
TANGENT
/—A\
29°35'31"
57.00'
29.44'
15.06'
149*07'02
58.00'
150.95'
209.98'
89*56'00"
43.00'
67.49'
42.95'
OD
89056'00"
25.00'
39.24'
24.97'
90*04'33"
25.00'
39.30'
25.03'
CF�
1 89.55'27"
1
25.00'
1 39.24'
1 24.97'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS SCALE:
TRACT 15 1"=40'
DATE:
UCSON N JUNE, 2001
PROVE DWG. NO. SHEET
ITY ENGINEER: RIGARDO SANDOVAL, R.C.E. 51152 3021 6 OF 11
JN545/11-12-01 /545_-1 sip6.DWG/S:40