82 83 84 85 86 87
F = 18'
F = 18' 1/28/25 CITY OF SAN JACINTO FOR W.O. SCALE BENCHMARK: DATE DATE CITY APPR. CHECKED BY: BY MARK ENGINEER REVISIONS DRAWN BY: DATE DESIGNED BY: SHEET NO. FILE NO. 4 APPROVED BY: DATE PREPARED BY: DATE CONTRACT CITY ENGINEER R.C.E. NO. OF SHEETS TRACT No. 38202 1" = 40' 1/28/25 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 YOU DIG BEFORE DIAL YOU DIG DAYS BEFORE TWO WORKING 52916 0 20 40 80 120 160 SCALE: 1" = 40' 5 SEAL F N F CAL G T STA ER ECI O V I LI D SI ET ER PROFESS IO E O NR AI RE A I G L NE NNo. 52916WA ET RL CA SRET 0N MONTE VISTA MIDDLE SCHOOL DWY. 89:NARROW LANE C12(CA) 350' +,-END ROAD WORK G20-2 350' 89:W20-1 ROAD WORK AHEAD 13' OFFSET @ 50 MPH 325' SHIFTING TAPER [W6-4ÐÑÒ[W6-4ÐÑÒ R3-6(R)OFGH 50' 56'
38' 38' 50' O.C. (TYPICAL) 30' 30' 20' 20'
EX. R/W
EX. R/W 15' O.C.
MATCH LINE - SEE ABOVE
12' 24'
12'
14' '()*R11-2
50' 50'
22' 38' EX. R/W EX. R/W EX. R/W PROP. R/W PROP. EP PROP. C&G EX. R/W PROP. C&G
MATCH LINE - SEE BELOW
50' 56'
38' 38' 14' OFFSET @ 50 MPH 350' SHIFTING TAPER 100'
50'
38' 15'
30' 89:LANE CLOSED C30(CA) 89:LANE CLOSED FGHC30(CA) NP 89: R61-7(CA) LANE CLOSED C30(CA) 50' O.C. (TYPICAL) 12'
15' 12'
12' 14' 12'
16'
14' FGHNR3-5(R) 89:W20-1 ROAD WORK AHEAD +,-END ROAD WORK G20-2 350' 89:W20-1 ROAD WORK AHEAD +,-END ROAD WORK G20-2
350' 89:W20-1 ROAD WORK AHEAD +,-END ROAD WORK G20-2 PROP. C&G PROP. R/W EX. R/W PROP. R/W EX. R/W EX. R/W EX. R/W LYON AVE. (50 MPH) LYON AVE. (50 MPH) STAGE 3 LEGEND: INSTALL TS11 CRASH CUSHION ARRAY INSTALL BARRICADE (K-RAIL) AT 10:1 SKEW FROM EDGE OF TRAVELED WAY bdqfc FGHSIDEWALK CLOSED AHEAD CROSS HERE FGHSIDEWALK CLOSED AHEAD CROSS HERE bdqfc89:LANE CLOSED C30(CA) R9-3 R9-11(L) R9-3 R9-11(R) APPALOOSA DR.
(25 MPH)
COTTONWOOD AVE.
(45 MPH) LYON AVENUE EAST SIDE IMPROVEMENTS
13' 11' 12' 12' bdefcà bdefcg R3-2 R3-1 DETOUR PLAN WITH DETOUR bdefcgR3-1 bdefcàR3-2 CMS LEGEND: PCMS SHALL BE INSTALLED PER 2014 CAMUTCD FIG. 6F-104 (CA) AND SECTION 6F.60. NOT TO SCALECOTTONWOOD AVE.
LYON AVE. APPALOOSA DR.
LIPIZZAN DR. PALOMINO DR. ANDALUSIAN ST. +,-ROAD CLOSED TO THRU TRAFFIC R11-4 '()*R11-2 '()*R11-2 ä-,+DETOUR SC3(CA) ä-,+DETOUR SC3(CA) ÐÑÒÔM4-9(L) ÐÑÒÔM4-9(L) ÐÑÒDETOUR END SC3(CA)ä-,+DETOUR ä-,+bdefcgDETOUR SC3(CA) R3-1ÐÑÒÓM4-9(R) ÐÑÒÓM4-9(R) ÐÑÒÔM4-9(L) ÐÑÒÓ ÐÑÒÔM4-9(L) M4-9(R) 89:DETOUR AHEAD W20-2 6-FOOT HIGH CHAINLINK FENCE 24' LIMITS OF SEWER TRENCH EXCAVATION M4-8a 300' ÐÑÒDETOUR END M4-8a 250'
350'
250' 30' 30' 20' 20' '()*
EX. R/W
EX. R/W R11-2 350'ÐÑÒÔM4-9(L) ä-,+DETOUR SC3(CA)
100' 89:DETOUR AHEAD W20-2 150' R2-1 (40)+,-WORK ZONE G20-5aPVEHICLE SPEED FGHÞFEEDBACK SIGN 89:W3-5 (40) ä231: 350' 350' 350' 89:DETOUR AHEAD W20-2 150' R2-1 (40)+,-WORK ZONE G20-5aP FGHÞ 89:W3-5 (40) ä231: 350' 350' 231: 231: WORKING HOURS : _________________ TO _________________ PRELIMINARY TRAFFIC CONTROL PLAN