909z-slTo
I Underground Service ANrt
Call: TOLL FREE
1-800
227-2600
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FUTURE
S.L.
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FUTURE
S.L.
FUTURE
S.L.
STREET LIGHT PLANS
TRACT N0 27944 TRACT N0. 27943
GENERAL NOTES:
1. ALL #VRK S11&_1 CONFOW TO THE CURRENT REOWhOWIIM S OF THE
COUNTY OF RIkERSlDF TR4NSPORTA17ON DEPAR7MfNT, IMPROVEMENT
STANDARDS AW SPEC1,9CA770NS, COUNTY ORD/1"V0E NO 461 AND
SU8SEOUENT AMENDMENTS
2 IT SHALL 8E THE RESPONSlBIL/IY OF TWE DEYFLOIDER OR 0aVTR4CT0R
TO APPL Y FOR AN ENCfiMC,YMENT PERM/T FOR ALL WORK PERFORMED
ff l-HIN THE COUNIYS RIGHT --Or— WAY.
.3. THE CONTRACTOR SHALL COYVTACT UNDERGROUND SERV?CE ALERT AT f186W 227-2600
AT LEAST 48 HOURS PRIOR TO ANY EXC400901V. THE C01V7RAC70R ACCEP75 ALL
RES170VS181LI7Y FOR ANY AND ALL GV4M40ES TO EXISPIVO U77WWS.
INDEX MAP
60 0 60 120 180
6M
Scale 1 " = 60'
BENCHMARK:
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON
ROAD FROM WDRICK ROAD, 100' +/- ELY OF
THE INTERSECTION OF TEMESCAL CANYON ROAD
AND LEROY STREET, • 2' +/- W'LY OF P.P.
110175; 4.5' +/- ELY OF THE CENTERLINE OF
A DRAINAGE DITCH, • 7 +/- N'LY OF THE N LY
EDGE OF A CONCRETE CULVERT; 7' t/- N LY
OF THE ETW OF LEROY STREET, • 17' +/- W'LY
OF A 5' HIGH CHAIN LINK FENCE CORNER, • 73'
+/- SE'LY OF P.P. 120801; 171' E'LY OF B.M.
S316; A BRASS DISK STAMPED S316 1935 RESET
1965.
ELEVATION: 907.5180
I
SEC. 33 , T4S. , R. 6W
ONTARIO AVENUE CAJALCO ROAD
F
01
/�iy`aeF �FF�q �0
CLAY CANYON DRIVE 15
LEGEND & Q UANTI TIES: ONE
O INSTALL 120 DOLT, 100 WATT H. P. S. 9500 L UMEN 16 EACH
STREET ZIChITS PER RIkERSIDE COUNTY STANDARD
NO. 1000 Ro GL�J
• INSTALL 120 VOL T, 200 &A 7T H. P. S Y 22, 000 L UMEN 1 EACH �C
STREET L/GHTS PER 1PIYERS/DE COUN7Y STANDARD VICINITrM4P
NO. 1001
N.T.S.
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THIS PLAN SUPERCEDES TRACT 22335
RECOMMENDED FOR
APPROVAL
SEAL COUNTY
SEAL
`r
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* DW •12 ,3- -N �r
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APPROVED BY: DATE: 3/Z g
" iCO
E N C3 / N E E R s
G/V/L ENGINEERING •SURVEYING •PLANNING
6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
TEL: (909) 688-0241 • FAX: (909) 688-0599
TRAC N0. 2 943
UNT Y OF RIVERSIDE
SCHEDULE A
STREET LIGHT PLAN
SHEET No.
1
OF 1 SHEETS
MIKE M. GHAHRAMANI, ASSOCIATE CIVIL ENGINEER
R.C.E. No. 45720 EXP. DATE: 12 31/98
ThIE RAW0117E EN6YMFR S1CwW1VG THESE PLANS !S RESocW_ ffC FOR
ASSLIl+?hW rAF ACCURACY AND ACGEPA,bYWY OF 7HE DESIGN HEREON.
IN 7irlE Ei,ENT OF OISCREPAII IES ARYSIAV AFTER 0041WYAPPDFOVVAL OR
EERWOW E SOEN70N AMV �[ SW I � ANSSIgL
faf A�ViAL aY 7WE 0041 7Y
PREPARED UNDER THE DIRECTION OF:
E. ;/ - I o /
�
DATE: 5-11- q7
FILE No.
5084
-AjmI CTI t^
CHECKED BY:
DATE BY MARK REVISIONS APPR. DATE
SCALE: AS NOTED
BENCHMARK: SEE ABOVE @ LEFT
FOR. K. HOVNANIAN
r_5 nrnl nor urirriAMOI
DATE:
JOHN ILLIAM SNELL, R.C.E. 47867 EXP. 12; 31 /99
DESIGNED BY: RH DRAWN BY: C -/GB CHECKED BY: JWS
C)ES
DATE: JAN 1997
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