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or EXIST, IMPROVEMENTS PER 60- TR. 12981-2 TR. 12981-4
TR. 10960-2 1 4 1
DWG. NO. 1294 DWG. NO. 129
M EXIST. R/W 17 SHEET NO. 1 EXIST. R/W SHEET NO. 2 -EXIST. R/W EXISTING STREET LIGHT ___OSED 24" EXIST. R/W
0. 2 EXISTING STREET LIGHT::::EXISTING STREET LIGHT EXISTING STREET LIGHT—., STORM DRAIN
DWG. NO. 1225 PROP
SHEET N TJ
PROTECT EXIST, 8" SEWER 17 cllj PROPOSED 30"
PROPOSED 36"
EX!S "W` SEWER -.�-8" SEWER
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17 EXIST, EUCALYPTUS V--: 0 CD c7i
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LAN E 64' +
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12' 40' 1 12' 1�1 cli 3:
CONSTRUCTION NOTES 20' 1 1'± 9'± 6.5' 0.5'
2 CONSTRUCT X -GUTTER PER STD, PLAN NO. 105 (MODIFIED W=8)14 :D
3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 LIME AVENUE VARIES 1,64%-2.91% 2%
6_i�_(lr)MCTDIIPT Qlnl:IA/Al I/ DF7D QTn 01 Af\l N10 lt)lv,
—QJ/- CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY, GRIND 0.10-
OWNER / DEVELOPER: BENCHMARK:
MY B.M. Na. 361 M.= 1365.00
NEW WEST
NAIL IN POLE #1536697E
PROPERTIES S.W, CORNER SULTANA & BASELINE
369 SAN MIGUEL DRIVE SUITE 375-A
NEWPORT BEACH, CA 9�660
(949) 640-6420 FAX: (949) 640-6484 MARK =DATE REVISIONS
ENGINEER
MIN. EXISTING
PAVEMENT
SEAL—ENGINEERCITY
SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT OVESSIo
<:�) A. 8
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING No. 25917
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN Exp. 12/31, 05
EFFECT. Chl
SOF CA,0�
1 1 =
CSL ENGINEERING, INC.
A 90-00'00" 35.00' 1
OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: TRACT 16379
SE
LIME AVENUE
DESIGNED BY: (FROM 330'± NORTH OF MILER AVE.
S E NORTH OF/ rUlt,
ELLER E.)
CHECKED B A
JJL APPR6VCa-BY
iL_4�9
Clyy ENGINEER: RIC DO SANDOVAL, R.C.E. 51152
JN597/1 2-05-03/597sjp2.DWG/S:40
54.98' 1 35.00'
SCALE:
1"=40'
DATE:
JANUARY, 2003
DWG, NO. SHEET
3382 2 OF 10
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 FAX (909) 785-5180
PREPARED BY: R.G.E. N 0. 25917
(EXP. 12[3i7M
�� a DATE.
RICHARD A. SCIANNI
APPR.
DATE
I
-
CITY