912v_slvuwvwvwtd Sovio AW
C* TML F
I —s
227-2600
TWO WORKING DAYS BEFORE YOU DIG
STREET
TRACT
LIGHT PLANS
N0,0 27945
GENERAL NOTES:
1. ALL WOW SHALL COWFORM TO THE MOST CURRENT REPUIRFMEV1S OF THE
COUNTY OF RIVER.S✓DE TRANSP0 PTATIOW 0ERARMEN7, IMPROkiViVT
STANg4RDS AND SPECIF/C4TIONS, COUNTY OR,01MNCE NO. 461 AND
SUBS£Ol/ENT AME/VDMEN73
2. /T SHALL 8E THE RE5100N5/B'LI1Y OF THE arWZOPER OR CONTRACTOR
TO APPLY FOR AN f1VCA12401IMENT PERMIT FOR ALL WW PERFORMED
W%TW/N THE COUNTY"S R✓GHT-OF-*AY.
3 Tf✓E CONTRACTOR SAWZ COM -ACT UNDERGROUND 5ERl9CE ALERT AT (800) 227-26W
AT LEAST 48 HOURS PRIOR TO ANY EXC40AP0N. THE CONTRACTOR ACCEPTS ALL
RESPONSIB✓L/TY FOR ANY AND ALL a1M40ES TO EX/STING 1,17IL/9E3'
THE PR✓YAT£ ENGINEER S✓G'N✓NG TNES,E PG4NS /S R£5RMS✓BLE FOR
ASSURYNG THE ACCURACY AND A00EPAhW17Y OF 777E G9ES✓6N HEREON.
IN 7HE fI-fWr OF DISCRIEPANCIES AWS✓/WG AFTFR COUNTY AP13990 L OR
DURYNG COWST/PUC7"V,, THE PR/liATF ENGINEER .SHALL B£ RESPONS✓BLE DATE BY MARK
FOR �iPMhV1NG AN ACCEPTABLE SOL 1-1770,V AND REWS✓NG THE PLANS
AW APP14bVAL BY THE COUN7Y. DESIGNED BY: RH
REVISIONS
DRAWN BY: C—/GB
RECOMMENDED FOR
APPROVAL
a c v�
DATE:
:,NECKED BY:
APPRI DATE[
CHECKED BY: JWS I DATE:
60 0 60
BENCHMARK.-
RECOMMENDED
ENCHMARK:
0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON
ROAD FROM WEIRICK ROAD, 100' +/- ELY OF
THE INTERSECTION OF TEMESCAL CANYON ROAD
AND LEROY STREET, • 2' +/- W'LY OF P.P.
110175; 4.5' +/- E'LY OF THE CENTERLINE OF
A DRAINAGE DITCH, 7 +/- N'LY OF THE N'LY
EDGE OF A CONCRETE CULVERT; 7' +/- 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' ELY OF B.M.
S316, A BRASS DISK STAMPED S316 1935 RESET
1965.
ELEVATION: 907.5180
SEAL COUNTY
�43 �F, v�
� Z
M. 6-30-99
IL
Scale 1 " = 60'
120
180
APPROVED BY: DATE: 1 Of 2 ALt T_
MIKE M. GHAHRAMANI, ASSOCIATE CIVIL ENGINEER
R.C.E. No. ¢5720 EXP. DATE: 12/.31/98
PREPARED UNDER THIS' XWCTI N OF:
DATE: p17
SCALE
CHAR SSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 DATE
LEGEND &QUANTITIES:
OINSTALL 120 A0Z T, 100 WATT H. R. S. v 9,500 L OMEN 5 EACII
STREET LIGHTS PER 1?1kFR5IDE COUNTY STANDARD
NO. 1000
• INSTALL 120 110L T, 200 WAIT H.P. S.1/ 22 000 L LIMEN O EACH
STREET LIGHTS PER RIkERSIDE COUNTY STANDARD
NO. 1001
120 IiOL T, 100 WA 7T H. R. S.1! 9500 L OMEN 6 EACH
t� STREET LIGHTS PER RIkERSIDE COUNTY STANDARD
NO. 1000, TO BE CONSTRUCTED PER TRACT 27945-1
STREET L/CHT PER TRACT 22-TJ5 IMP. PLANS
A
ENG /IV ERRS
CIVIL ENGINEERING • SURVEYING •PLANNING
6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
TEL: (909) 688-0241 • FAX: (909) 688-0599
AS NOTED BENCHMARK: SEE ABOVE @ LEFT
v4AY 1997
SEC. 33 , T4S. , R. 6W
TRACT N0. 27945
COUNTY OF RIVERSIDE
SCHEDULE A
STREET LIGHT PLAN
SHEET No.
1
OF 1 SHEETS
FILE No.
FOR: K. HOVNANIAN 5084
File name: E: \CA0\DRAW1t~K#QJW45r
NAW