953o_slN
GENERAL NOTES I II
1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF
' II
RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS,
COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.
2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN
ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY,
J. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT
LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY
FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES.
4. THIS PROJECT IS NOT WITHIN 30 MILES OF MT PALOMAR.
5. SCE SERVICE PLANNER WORK ORDER NUMBER I N
I II
I I
I I
� II
' II
II
� II
II
ILII
DIAL
BEFOREDAYS BEFOREG
c YOU DIG jn�)Twy0OU7D"lc
o Tm FREE81f0-27-2600
'C A KSM SWIM BY UTAFR6ROINla SER Am
v
u WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN
HEREON. W THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
SWLLi 8E RESPONSIBLE FOR DETERMINING AN ACCEPTABLE
SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY.
I
I II
� II
II
II
� II
II
II
I II
II
m
REVISIONS
AL—GUUN I COUNTY OF RIVERSIDE
QpFESF' Ory TRANSPORTATION DEPARTMENT
O Q� D FRF1 l F APPROVED BY:
ti
No. 45702 m
Exp.12/31/2010 ALAN D. FRENCH, R.C.E. 45702 DATE
CIvIL
EAL—ENGINEER Prepared By:
FESS/0' ALLARD ENGINEERING
�Q- -LSO 11 F2 Civil Engineering -Land Surveying -Land /Tanning
8253 Sierra Avenue
No. 36052 Fontana, California 92335
Exp 6 30 2010 (909) 356-1815 Fax (9009)'356-1795
J'r CIv14P
o.
.yILaym nd I. A13erd, R.C.E. 36052 Hata
OT' CAL (expires 6/30/2010)
RIVERSIDE COUNTY BENCHMARK
41-4-64 ELEVATION = 845.814 FEET (5-1971)
)ATUM: NGV029
)ETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL
4VENUE BRIDGE #56-415, OVER HIGHWAY J60, 246.0 FEET 5
)F 28TH AVENUE 15.0 FEET SE OF HALL AVENUE AT THE NE
.ND OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE
iIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X
?.5 FOOT CONCRETE POST AND MARKED M.L.-4-64.
a
FOR:
PROJECT
LOCATION
a
VICINITY MAP
W.
GRAPHIC SCALE
( IN FEET )
i inch = 40 ft.
LEGEND
®-o PROPOSED 22,500 LUMEN, HPS.; 200 WATT ON 31't 1' ORNAMENTAL
CONCRETE OR APPROVED EQUAL
®--o FUTURE LIGHT BY OTHERS
uo ANTmEs
STREET NAME NO, OF LUMEN
0 T0�_ C u T 3 EA 22,500 LUMEN
TOTAL COUNT 3
INDEX OF SHEETS
SHEff dQ QFSCRIPflON
1 STREET LIGHT PLAN
PM 33617 I.P. 090058 SHEET NO.
COUNTY OF RIVERSIDE 1
SCHEDULE "E"
STREET LIGHT PLAN
OF SHEETS
W.O.