HomeMy WebLinkAbout3017-4ORLANDO DRIVE
OLYMPIA AVENUE PROPOSED IMPROVEMENTS BOISE AVENUE INT, 11+65.84 JUNEAU LANE
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STA. 10+00.00 OLYMPIA AVENUE PROPOSED IMPROVEMENTS SEE SHEET 5 CIA
PER TRACT 1 59 64-1
DWG. NO. 3021 CURVE DATA
CONSTRUCTION NOTES 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT
CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003 U\
2 CONSTRUCT X -GUTTER PER STD. PLAN NO. 105 (MODIFIED W=8) 29035'30" 57.00' 29.44' 15.06' 149*11'01 58.00' 151.02' 210.45'
Underground Service Alert Q, 3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 \L�/ I \L,-/ I
FORE & / _0 149014'28" 58.00' 151.08' 210.86' 90000,00" 25.00' 39.27' 25.00'
4 CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015
Call: TOLL FREE 5 CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL CC
90°03'27" 25.00' 39.29' 25.03' 11 032'02" 282.00' 56.77' 28.48'
1-800 (D8��- INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139
/l�, (9
227-2600 , �)- CONSTRUCT 8" CURB & GUTTER PER STD. PLAN NO. 1003 (D� 90*03'27" 43.00' 67.59' 43.04' a 11°32'02" 300.00' 60.39' 30.30'
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. �_ REMOVE BARRICADE %---
TWO WORKING DAYS ' 104 -CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) 29035'30" 57.00' 29.44' 15.06' QL 16*46'17" 158.61' 46.43' 23.38' SCALE: 1" 40'
BEFORE YOU DIG 17 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139)
OF 89056'16" 30.00' 47.09' 29.97' 49°41'12" 57.00' 49.43' 26.39'
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 b 20, 40, 80, 120' 160'
90-0,3'44" 30.00, 47.16' 30.03' 241013'14" 38.00' 159.98'
OWNER DEVELOPER: BENCHMARK: SEAL -ENGINEER CSL ENGINEERING, INC. CITY O F FO N TA N A, CALIFORNIA
CffY B.M. NO. 361 EO. 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS ?,0(',1)FESS
NEW WEST NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A. s 11651 STERLING AVENUE, SUITE E
<1� RIVERSIDE, CA 92503 DRAWN BY: SCALE:
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' STREET IMPROVEMENT PLANS
NAIL IN POLE #1536697E APPROVAL SHOWN HEREON AND CARRIED FORTH INA Cl) (909) 785-5122 FAX (909) 785-5180 to
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE C -D SE 1 =40'
PROPERTIESS.W. CORNER SULTANA & BASELINE w
w No. 25917 rr, TRACT 11; 64
REVISIONS TO THE PLANS TO BRING THEM INTO Exp. 12/31/05 DESIGNED BY: DATE:
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25917 RAS W" DRIVE/EAU LANE JUNE, 2001
369 SAN MIGUEL DRIVE, SUITE 375-A CONFORMANCE WITH CONDITIONS AND STANDARDS IN PREPARED BY: R.C.E. N0.
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NEWPORTBACHC9260APPR. DATE EFFECT. CIVI (EXP. 12/31/05CHECKED 49) 640-6420 FAX: (949) 640-6484 MARK BY DATE 0 P C DATE: BY - / I -0-a- DWG. NO. SHEET
ENGINEER REVISIONS CITY RICHARD A. SCIANNI JJL % CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3017 4 of 11
JN545/11-15-01 /545_-fsip4.DWG/S:40