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BLUEBELL ...............I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 DAHLIA- --------------------------------- BLDG 96 CONSTRUCTION NOTES
10+85.78 FF 1491.17 BLDG 95
TC FIL 1496.05 FF 1491.17 BLDG 94 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3
BLDG 46 BLDG 58 FF 1490.97 BLDG 92 3'ASPHALT CONCRETE(PG 64-10)
FF 1498.57 BLDG 49 FF 1493.37 FF 1490.67 FF 1490.37
FF 1498.57 6"CRUSHED AGGREGATE BASE
FF 1493.47 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3
2 P 10+42 10+38.05 PCR CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202
14
BLDG 45 FL I'llit'.9 FL 14- CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STO NO 209
FF 1498.17 BUJU 50 BLDG 51 BLDG 52 BLDG 53 BLDG 54 BLDG 55 BLDG 56 BLDG 57 16 (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3)
- 496.48FF 1498.1 FF 1497.37 FF 1496.97 FF 1496.67 F 1496.27 FF 1495.87 FF 1495.41 BLDG 76 BLDG 77 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY
15 1 11+97.96 _F 7' BLDG 78
TC 1495 32 FF 14,337 FF 1493.27 FF 1492.57BLDG 79 BLDG 80 STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 4001
FIL 1495.30 FL 1494 9 2 GYP 14+76 34 PCR • 15+56r TC .45 PCIR 00 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206
FL TC 14'2.47 3 2.S (A CONSTRUCT CURB RAMP & RETURN (CASE B)PER RIVERSIDE COUNTY STD NO 403
m CONSTRUCT 6'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204
10 10 CONSTRUCT 4'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204
(D CONSTRUCT TYPE'A-r.'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200
@ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201
+0 •0 m AND DETAILS SHEET 4
B GI ITYP)a 14+76.34 >m
C 104-93.24 LIL, 6 TC 492.47 14+97.68 15+3 ---q @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D
f0_+0_U.bF_BLt EBELL FL 1492.14 TC 119 n
BLDG 44 BLDG 43 BLDG 42 BLDG 41 BLDG 40 BLDG 39 BLDG 38 BLDG 37 BLDG 36 FL 1491i� FL I (9 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E
BLDG 35 BLDG 34 (TYP)2 O-)
FF 1498.67 1495.97 FF 149.7 BLDG 33 @ INSTALL(30-X 301RI-1'STOP-SIGN PER CA MUTCD FF 1498.37 FF 1498.07 FF 1497.67 FF 1497.37 FF 1496.97 FF 1496.67 FF 1496.2 FF BLDG 32 BLDG 30 BLDG 29 BLDG 28 FF 1494.37 FF 1494.27 FF 1494.07 FF 149 BLDG 27 BLDG 26 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.402B
115+1.6 LILAC 3.37 FF 1492.77 FF . F 149t77 FF 1491.47 z
7171
10+00.0 DAHLIA
10 0 1490 1490-
1480 WO
SEWER, WATER AND
STORM DRAIN IMP� PLANS
SEE SHEET 4 FOR 40 20 0 40 80 120
PLAN: LILAC ICL DATA & CURB DATA� GRAPHIC SCALE 1" 40'WJO b 6V It/1(/1-5
REVISIONS APPRV DATE I SEAL: 2 J-1 4905C CAUTION;LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET
BENCH MARK: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LASKOUTHPSO TEqDRIVE-SUITE 275 CITY OF SINORE E FORE T!N
ELEVATION: 1400.873(NGVD 29) DIG ALERT CA 2630 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR
- THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 949.588.0707 PRIOR TO CONSTRUCTION. 5
RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT
DESCRIPTION:2.7 MILES NORTHEAST ALONG - (FAX)949.588.0709 com UNAUTHORIZED OF
21 RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN ENGINEERING COMPANY Irfcken WILL NOT BE PLANS FOR CANYON HILLS PH 8 PA 2C 9 r- INTERSECTION OF RAILROAD CANYON ROAD 0-g. San Diego-Ri,mmide-Sm Luis Obiipo BWiflelcl CAUTION:THE ENGINEER PREPARING THESE PLANS VTTM #36117 & #36118 9
BEFORE N 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
AND STATE HIGHWAY 71,122.0 FEET Z; NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS
BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. LILAC STA iO+00.00 TO 18+00.00
6.0 R I
FEET SOUTHWEST OF POWER POLE -Im S CT N W
IBE G BLDG 17 IF ID4,19'31
11 I'4 o.7
.1� M-1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE'42866 DATE FILE NO.
POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERI HECKED INTERIM CITY ENGINEERSCALE: SHEET SPECIFIC MARKER DESIGNED BY: DRAWN BY: BY: CITY OF LAKE ELSINORE OF CALIFAmoi!±7 cy r--- PLAN & PROFILE TOP OF CONCRETE POST E-14-70. Call of bust 2 working days prior to excavating, BARRY J.40*04,RCE 'C46568 DATE JDATE: