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RANCHO FONTANA
VILLAGE PARKWAY CONSTRUCTION NOTES
SHEET 32 CONSTRUCT X -GUTTER PER STD. PLAN NO. 105 (MODIFIED AS SHOWN HEREON W=8')
3 - CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015
4 5
55 -CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIALSULTANA AVENUE I CROSS FALL TABLE
6 SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT
AS SHOWN ON DETAIL "A" ON SHEET 1 REMOVE EXISTING A.C. PAVEMENT WILY W'LY E.P.7STA. Y E. P. E'LY E. P. . E'LY E.P.
--
8�-- INSTALL STREET NAME SIGN PER STD. DETAIL N0. 139 23+68 4.8% 3.8% 28+70 4.3% 2.0%
CONSTRUCT 8" CURB &GUTTER PER STD. PLAN N0. 1003 24+20 4.7% 2.3% 29+20 5.9% 2.2%
Underground Service Alert 11 @_ REMOVE EXISTING A.C. BERM
Ef ORf
ra 12 CONSTRUCT MODIFIEDCURB RETURN ACCESS RAMP PER STD. PLAN N0. 1007 24+70 4.4% 1.8% 29+70 4.8% 2.7%
Call: TOLL FREE 14 CONSTRUCT 6"TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) 25+20 3.4% 1.8% 30+20 4.3% 2.4%
1-800
15 REMOVE EXISTING CONCRETE WALKWAY 25+70 3.9% 2.0% 30+70 3.9% 1.7% CURVE DATA
16 CONSTRUCT 4.5 MIN. A.C. PAVEMENT OVER 12 COMPACTED NATIVE MATERIAL 26+20 5.0%
227-2600 17 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) SCALE: 1"= 40 2.1 % 31 +20 6.1 % .09%
18 INSTALL 5800 LUMEN H.P.S.V #7, 25 HIGH STREET LIGHT PER STD. PLAN NO. 1016 26+70 4.2% 2.5% 31+70 4.8% 1.3% a DELTA RADIUS LENGTH TANGENT
TWO WORKING DAYS
20 CONSTRUCT DRIVEWAY' PER STD. DETAIL N0. 102 27+20 4.2% 2.6% 132+20 4.4% 1.1 %
BEFORE You DIG
° QA 90003'27" 30.00' 47.15' 30.03'
25 CONSTRUCT 8 TO 12 C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) 0 20' 40' 80' 120' 160' 27+70 3.2% 2.2% 32+70 4.3% .06%
28+20 4.1% 3.0% B 90057'53" 30.00' 47.63' 30.51'
OWNER DEVELOPER: BENCHMARK: SEAL -ENGINEER CITY OF FCALIFORNIA
� CSL ENGINEERING,INC,
CRY B.M. No. 361 ELEV.= 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NEWWEST NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF DeROFASS��Nq� 11651 STERLING AVENUE,
SUITE E
APPROVAL SHOWN HEREON AND CARRIED FORTH INA ���.�P�a S%��� RIVERSIDE, CALIFORNIA 92503 DRAWM BY: STREET IMPROVEMENT PLANS SCALE:
NAIL IN POLE #1536697E DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE cam, t ? m (909) 785-5122 * FAX (909) 785-5180 SE 1"=40'
PROPERTIES S.W. CORNER SULTANA &BASELINE W TRACT 15964
REVISIONS TO THE PLANS TO BRING THEM INTO p. 2 317 � DESIGNED BY: DATE:
369 SAN MIGUEL DRIVE, * Exp. 12/31 /05 * 25917 RAS , U LTA N A / U E
CONFORMANCE WITH CONDITIONS AND STANDARDS IN s� P FROM ±139 1 T ±3 LY BASELINE AVE.
NEWPORT BEACH, CA 92660TE 375-A 9T C'V's �� PREPARED BY: RCE NO EXP. 12 31 05 JUNE 2001
949 640-6420 * FAX: 949 640-6484 EFFECT. �' p�
( ) ( MARK BY DATE APPR. DATE OF CA��F - - �_ �O�OZ CHECKED B APPROVED DWG. NO. SHEET
REVISIONS �� DATE: JJL � I o / �®
ENGINEER CITY RICHARD A. SCIANNI CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3017 2 of 11
JN545/12-07-01 /545_-fsip2.DWG/S:40 .