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VERT: 1�=8' --------------------------------___----10+00 11+00 12+00 13+00 14+00 1 5+OO 16+00 17+00 18+00 19+00 ESTRIDGE WAY SE BLDG 3 BLDG 4 8 BLDG I BLDG 2 F 1490.17 CONSTRUCTION NOTES DAHLIA PLANS k1c FF 1490.77 BLDG 5 SEE SHEE�T 7 TR 36117 & 3611 BLDG 63 STREET IMP HIBIt FF 1488.97 FF 1489.57 FF 1486.97 FF 1491.17 13+69.40 PCR C 1486.22 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG 6 FIL 1485.89 18+30.33 CA TI N 3'ASPHALT CONCRETE PG 64-10) -13+6T.40 PtR V ENDER 15+13.92 Li V6 16+25.29 R q)(TYP 6'CRUSHED AGGREGATE BASE E TRIDGE A -'l, FL 1 4 I0 18+13.8 ....... EC 19+02.21 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 BLDG ------------------ BLDG 73 END CARNATION FF 1489.37 BLDG 64 BLDG 72 T 1488.57 If - 4 - CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 • FF 1491.17 17 3-11 +2 CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY STD NO 209 FF 1488.87 WIDTH OF 3.5'PER DETAIL SHEET 3) 49.75 P( ON (MODIFIED TC 148 BLDG 71FL CAA �8.6 T 14 hq.88 CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE I PER RIVERSIDE COUNTY BLDG 61 FL 1487.79 L 1488'8 BLDG 66 BLDG 70 F43 TO NO 401(WIDTH=4'.JOINTS PER RIV CO STD 400) FF 95 FF 1490.97 BLDG 67 3LDG 69 F 1489.57 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 FF 1490.67 FF 1489.87 i6+13.90 PCR T 17+66.72 14 24 86 CONSTRUCT CURB RAMP & RETURN(CASE 8)PER RIVERSIDE COUNTY STD NO 403 10+00.��RN EC TC 1486.64 F1 TC 1488.69 1-2+40.14DAHLI FL 1486. 1 FL 1487.77 CONSTRUCT 6'TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 38LDG 103 17+86.7. -TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 BLDG 60 F,148 FL-148 .81 BLDG 104 15 + @ CONSTRUCT 4 FF 1492.47 TC @ CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 13 FL 1489.3 @ CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO L0201 2.Q1TC FL 1486.62 FIL 1488.98 BLDG 7 AND DETAILS SHEET 4 20'RT BLDG 102 FF 1491.47 N to @ PAINT WHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D • TC 1417 BLDG 59 F 1486. 86 FF 1492.17 7 I ;41T (3 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E B !? Y6 BLDG 87 FF 1�8.97 FF 1489.1V BLDG 105 10+8.94 PCR 15+79.29 CARNATION T FF 1492.87 FL 1488.0 FF 1488.97 I + .7. 9 CR 3+29. FL 1 I0 INSTALL(30-X 301 R11-1'STOP'SIGN PER CA IMUTCD BLDG 74 C 1489. 7 (TYP)2 6 BLDG + 88 4 F 14ii,� FF 1490.87 FL,1488.74 F L :76 BLDG 8 @ BLDG 96 BLDG 94 O' @ INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.N0.402B FF 1491.17 BLDG 95 FF 1490.97 BLDG 93 BLDG 92 BLDG 91 BLDG 90 BLDG F 149%87 F 1 1411.17 F F 1491.17 FF 1490.67 FF 1490.37 FF M90.07 FF 1489.77 BLDG 106 FF 1492.77 o BLDG 101 0 BLDG 58 FF 1489.37 BLDG 9 FF 1493.37 FF 1492.37 0 BLDG 75 FF 1493.47 BLDG 107 FF 1493.47 BLDG 85 t2 FF 1490.07 BLDG 100 ul m 0 FF 1489.57 FF 1192.97 SEWER, WATER AND rs BLDG 77 BLDG 78 BLDG 79 BLDG 80 BLDG 81 BLDG 82 BLDG 3 BLDG 57 FF 1493.27 FF 1492.57 FF 1491.97 FF 1491.67 FF 1491.47 FF 1491.17 F 149 8 STORM DRAIN IMP FF 1494.87 BLDG 76 F 0.97 BLDG 84 BLDG Ill FF FF 14N.37 4" PLANS iii47 LDG 148gr PER SEPARATE FF 87� BLDG 40 20 0 40 80 120 FF FF 1493.47 FOR DAHLIA PLAN: CARNATION HIBISCUS LAVENDER SEE SHEET 7 I CL DATA & CURB A� GRAPHIC SCALE 1" 40'J-1 4905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS REVISIONS APPRV DATE BENCH MARK: SEAL: 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LASKOUTHPSO TEqDRlVE-SUITE 275 SHEET E Fop,E T!N ESSI CA 26 CITY OF LAKE ELSINORE ELEVATION: 1400.873(NGVO 29) DIG ALERT ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR o RIVERSIDE COUNTY DESIGNATION:E-14-70 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 9 =-_ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. I PRIVATE STREET IMPROVEMENT 2: DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES1 OF RAILROAD CANYON ROAD FROM THE RR J.COWAN ENGINEERING COMPANY k.g. n I; PLANS FOR CANYON HILLS PH 8 PA 2C �2 INTERSECTION OF RAILROAD CANYON ROAD CALL m orange San Diego-Riverside-San Luis Obispo-Bakersfield-Sacramento-PhceMz-Tuaon CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 9 BEFORERp• 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 o AND STATE HIGHWAY 71,122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' ♦ ♦ PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6.0 FEET SOUTHWEST OF POWER POLE BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CARNATION STA 10-21.92 TO 19+02.21 P .............io -------------'1853732E,1.0 FEET NORTHEAST OF A 1-800-227-26 KEN J.RUKAVINA,RCE'42866 DATE CIVIL FILE NO. 00 INTERIM CITY ENGINEER SCALE: SHEET SPECIFIC MARKER POSLA BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHEEKED 0 0 TOP OF CONCRETE POST E-14-70. DESIGNED BY: DRAWN BY; CITY OF LAKE ELSINORE OF C SCALE: PLAN & PROFILE Call at least 2 working days pric BY: BARRY J.COW,RCE 'CA6568 DATE DATE: