933v_slIN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
STREET LIGHT PLANS TRACT NO. 3080
A PORTION OF NORTH WE1 /4 AND THE SE1 /4 OF /�reRSr�
SECTION 7, T.5.S., R.7E., S.B.M.
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COUNTRY CLUB
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TR. 30866
41ST
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42nd ' AVE.
WCINrrY MAP
NOT TO SCALE
THOMAS BROS. COORDINATES
PAGE 819, G -4, 2002 EDITION
A PORTION OF NORTH WE1 14 AND THE SE1 14 OF
SECTION 7, T.5.S., R.7E, S.B.M.
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� 41ST AVENUE
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2' SQUARE OR ROUND FOUNDATION
TYPICAL STREET LIGHT
PER IID STD. 40003983
NOT TO SCALE
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
0�F ORE YpG
0 1 -800-
° 227-
2600
2 WORKING DAYS BEFORE YOU DIG
'4
�
80 160 240 320
SCALE: 1" = 80'
INDEX MAP
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607- 160 -007
RESIDENTIAL
R -1 -12000
TRACT BOUNDARY
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1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY
OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND
SPECIFICATIONS, COUNTY ORDANCE NO. 461 AND SUBSEQUENT AMENDMENTS.
2. IT SHALL BE THE RESPONSABILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY
FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN COUNTY
RIGHT -OF -WAY.
3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800)
227 -2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR
ACCEPTS ALL RESPONSABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES.
4.
THIS PROJECT IS
NOT WITHIN
30 MILES OF
MT. PALOMAR.
5.
SCE /IID SERVICE
PLANNER ---
- - ® - -,
WORK ORDER NUMBER
CONST.
SHAFT
QUANTITY
DESIGN
HEIGHT
ARM SPAN
ARM RISE
BOTTOM
TOP
BASE SIZE
BOLT CIRCLE
ANCHOR BOLTS
CSA30 -8
30' -0"
8' -0"
1' -6"
8.0
3.8
11.5"
11"
11"
CONST.
DESCRIPTION
QUANTITY
NOTE ITEM
LUMENS
MOUNTING HEIGHT
V
CONSTRUCT STREET LIGHT PER IID STANDARD 40003983 (CSA 30 -8)
2 EA.
STREET LIGHT SPECIFICATION CHART
FULL CURB TO CURB
WIDTH PER ROAD
IMPROVEMENT STANDARD
STANDARD LIGHTING INSTALLATION
WATTAGE
TYPE
LUMENS
MOUNTING HEIGHT
58 FEET OR GREATER
200
HPS*
22000
31 ft. t 1 ft.
LESS THAN 58 FEET
100
HPS*
9500
26ft. t 1 ft.
(HPS *) = HIGH PRESSURE SODIUM
BASIS OF BEARINGS:
THE BASIS OF BEARINGS IS THE WEST LINE OF THE SE 1/4 OF SECTION 7
T.5.S., R.7.E., S.B.M. PER TRACT NO. 29158
MAP BOOK 291/88 -91.
1 TITLE SHEET
2 LIGHTING PLAN
NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL — COUNTY COUNTY OF RIVERSIDE SEAL — ENGINEER BENCHMARS: TRACT 30866 I.P. NO. 030131 SHEET NO:
WORK CONTAINED WITHIN THESE PLANS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY CONSTRUCTION CONTRACTOR AGREES THAT IN W& I` SON & � %ATS OON INC. � PD 2 -3
SHALL NOT COMMENCE UNTIL AN THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ACCORDANCE WITH GENERALLY ACCEPTED Q ROFESSIp TRANSPORTATION DEPARTMENT QROFESSt gV E N 0 1 B E E R 1 N A C OUNTY ® F RIV f�,S10E
ENCROACHMENT PERMIT ANDIOR A EXAMINED ARE INDICATED PATH THEIR APPROXIMATE LOCATION CONSTRUCTION PRACTICES CONSTRUCTION O N - O q SCHEDULE B
GRADING PERMIT HAS BEEN
NU( CONTRACTOR WALL BE REQUIRED TO ASSUME 4, " VED BY �� w, < 79 -440 CORPORATE CENTER DRIVE. STE 107 CENTERLINE OF
AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR A• 4r If' F LA O18NTA, CA. 92253
SOLE AND COMPLETE RESPONSIBILITY FOR JOB 4, O 0�. F ti O '9j, Z
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES ti Z PH: (760) 771 -6237 FAX- (790) 771 -6238 GLASS & 42nd
SITE SAFETY OF ALL PERSONS AND PROPERTY: y r; �; '� ® O Z AVENUE
THE PRIVATE ENGINEER SIGNING THESE TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS THAT THIS REQUIREMENT SHALL BE MADE TO .y STREET LIGHTING PLAN
PLANS IS RESPONSIBLE FOR ASSURING FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND APPLY CONTINUOUSLY AND NOT BE LIMITED TO G's e y Z "� - y j -! Z m
THE ACCURACY AND ACCEPTABILITY OF UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NORMAL WORKING HWRS AND CONSTRUCTION = Z m A. 0 C.E. NO. 33950 DATE 5! No. 26662 m
CONTRACTOR FURTHER AGREES TO DEFEND, No. 33950
THE DESIGN HEREON. M THE EVENT OF NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE ELEV: 46.559'
DISCREPANCIES ARISING AFTER COUNTY CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY INDEMNIFY AND HOLD DESIGN PROFESSIONAL * gyp 6_g0_Og y t {7 EXP. 3 -3T —D4 i7
APPROVAL GI DURING CONSTRUCTION THE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN HARMLESS FROM ANY AND ALL LIABILITY. REAL A PORTION OF NORTH WE1 /4 AND THE SE1 f4 OF
PRIVATE L O DU SHALL S RESPONSIBLE OR ALLEGED. IN CONNECTM W TH THE S P _ ST VT L P
FOR THE DETERMINING AN ACCEPTABLE AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. PERFORMANCE OF WORK ON THE PRO.ECT, CI VI l S^- 9 PREP BY: Y.I.OYD F. WATSON R.C.E. N0. 26662 SECTION 7, T.5.S., R.7E., S.B.M. J OF 2 —SH
SOLUTION AND REVISING THE PLANS FOR IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY EXCEPTING LIABILITY ARISING FROM THE SOLE MARK BY DA APPR DATE "�' d ,F�-f�� -'^I27 3— � � qr 1F� / / ' //
APPROVAL BY THE COUNTY. OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED NEGLIGENCE O" DESIGN PROFESSIONAL REVISIONS Or CALIF CAl. �/�/• GcJ gCAe.*m AS SHOWN �� WORLD DEVELOPMENT w0. 9824 -7 FM :
NO 9.:.
c vnTVTTP PTl r nT TLTTv RECO MMENDED DATE DATE: /// /04 IpBB NO.
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SCALE: 1" = 40
607 -160 -007
RESIDENTIAL
R -1 -12000
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
t 11 /� — J� 7 800 —
22 /
2600
2 WORKING DAYS BEFORE YOU DIG
NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - COUNTY COUNff OF RIVERSIDE SEAL - ENGINEER p T ®IIYI M �" �p y� @��p np BaNemNATR� TRACT 30866 I.P. NO. 030131 j
WORK CONTAINED WITHIN THESE PLANS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY CONSTRUCTION CONTRACTOR AGREES THAT M !�/ Ge �ryM/ p e�J�yll'Pl ENUC�.
SHALL NOT COMMENCE UNTIL AN THE OWNER OR OTHERS AND THOSE SHOWN ON 111E RECORDS ACCORDANCE N1TH GENERALLY ACCEPT® OFESS! TRANSPORTATION DEPARTMENT fcOFESS/ PD 2 -3 COUNTY OF RIV�Fj,SIDE
ENCROACHMENT PERMIT AND /URA EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION CONSTRUCTION PRACTICES, CONSTRUCTION PR gV P gY E P! O I N E E R I P! W
GRADING PERMIT HAS BEEN ISSUED AND EXTENT. THE OWNER, SITE ACCEPTING THESE PLANS OR CONTRACTOR VALL R REQUIRED TO ASSUME �� 9 ! - VED BY �� �, 7s-N4o CORPORATE CENTER ORIYE. SE 107 SCHEDULE B
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES SOLE AND COMPLETE RESPONSIBILITY FOR JOB � A• Q F+ tity O �'.q F U WINTA CA 92253 CENTERLINE OF
SITE SAFETY OF ALL PERSONS AND PROPERTY: �r -H^ T c PH: (760} 771 -6237 FAX (760) 771 -6236 GLASS & 42nd 41ST AVENUE
THE PRIVATE ENGINEER SIGNING THESE TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS THAT THIS REQUIREMENT SHALL BE MADE TO v c / O S
PUNS IS RESPONSIBLE FOR ASSURING FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND APPLY CONTINUOUSLY AND NOT R UNTO TO 'Q Z - �^ �/ t� -.A O Z AVENUE STREET LIGHTING PLANS
711E ACCURACY AND ACCEPTABILITY OF UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NORMAL WORKING HOURS, AND CONSTRUCTION w =
THE DESIGN HERON. M THE EVENT OF NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR FURTHER AGREES TO DEFEND. No. 33950 Z A �'�' A. OT R.C.E. N0. 33950 DATE "' No. 26662 z
DISCREPANCIES ARISING AFTER COUNTY CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY INDEMNIFY AND HOLD DESIGN PROFESSIONAL EXP. 6 -30 - 06 * EXP. 3- 31°-04 T�' ELEV: 46.559'
APPROVAL OR DURING CONSTRUCTION THE HARMLESS FROM ANY AND ALL UABUTY, REAL * _
PRIVATE ENGINEER SHALL BE RESPONSIBLE MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN OQ A L r te, M CONNECTION WITH THE A PORTION OF NORTH WE1 /4 AND THE SE1 /4 OF
FOR THE DETERMINING AN ACCEPTABLE AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. PERFORMANCE OF WORK ON THE PROJECT, U'T O y1 l P _ y C/ N P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 SECTION 7 T.5.S., R.7E., S.B.M.
SOLUTION AND REVISING THE PLAINS FOR IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY EXCEPTING LIABILITY ARISING FROM THE SOLE MARK BY DA APPR DATE 9)�. f� 3 2��'-0 l �E �. If� s / / // _ 6C�
APPROVAL BY THE COUNTY, THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED NEGLIGENCE OF DESIGN PROFESSIONAL. REVISIONS CA1-1 yV . !� 1 " =40 R WORLD DEVELOPMENT T O. 98207 C0umy
aFFHxRC craanlNr. WnRK ENGINEER COUNTY RECOMMENDED DATE DATE: 3 // o puz No
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