962t_slGRAPHIC SCALE: 1 "-- 50
2. DESIGN PARAMETERS: +
+
- 80 MPH WIND FACTOR ° n ° w 00 12 ° 1 +00 bo 00 1
15 +46 15 +00 14 +00
+ - 1.3 GUST FACTOR a - I
N ROUND OR OCTAGONAL, TAPERED POLE \ \ " ' ' ! I I N
ACRYLIC ANTI - GRAFFITI COATING. m
— a o I ,19.67
3. ALTERNATE POLE MATERIALS, OR o n
SIGNIFICANT DEVIATION FROM THESE
TRACT NO. 34546
10 0 BEING A SUBDIVISION OF A PORTION OF THE N 112 OF THE SE 114 OF SEC. 18, T5S, R7E, S B.B.M.
1 ,
/ 15 +16.9 INS z
BEG. TC END TC STREET LIGHT EXIST. EP
EXIST. EP ' I
- - -- ° o DARBYROM)
EXIST. E�P -- I I —I o I —I —I I
------------ PROP_C�G --- - - - - -- °------ - - - - -- o — -- 3+ O I�URB.7NSTALt — � ` o
-------- - - - - -- TRACTBDY °. 5 SIREET
PROPOSED EP \
��_ �� I 17 + 08.92 INSTA
10 +41.30 INSTALL /�.. I STREET UGHT
NOTE: NO EXISTING STREET LIGHT FOUND AT DARBY RD. FROM STA 8 +00 TO STA 17 +61 STREET UGHT I \
cm
cr) C14
l%gA,NF� 17 I I I I 16 5 19.83' ' o
CLUB
rR1 p
m DRIVE
I_
Q ' 10
42nd AVENUE
o Ecr 18 II II 15 6 I I
SUE
Z Z I I I I a I I 4
o I
3 3 FRED WARING DRIVE IID ESMT
IID ESMT.
5 I v
MILES AVENUE 10 p 1 5
b' PUE (I t ( I I N
0 5b• IID ESMT. °
Z &Do' 8.00 15.50' 0 5.50'
a W 19 14 7 10, P� 41 PUE I 19.66' I
W Z � I 37.00' I 0 8 .00' 8.00 5' I
P PI 3
37
STATE HWY 111 I I U
II` 11 I WI I'
LU
�
' I x
20 _ z I I I W
VICINITY MAP w I� 13 8 o I J
NO SCALE I z �I N p� 1 1 2
THOMAS BROS. COORDINATES - PG. 819, G -6
2005 EDITION o I= I (( I J a Co'
- -- - - I I o 0001
8 , I I( U
co
0 Z 0.00'
23
N o 12 9 (I I o '09
9,500 LUMEN LUMINAIRE
FULL CUT -OFF I 1
I
t — HIGH PRESSURE SODIUM TYPE ° 1 _
RAINCAP TO BE SHOWN ON STREET LIGHTING o EET UGHT
13 +03.55 INSTA
0 +68.24 INSTA
PLAN FOR PRIVATE LIGHTING ( (I I �TREET LIGHT
1 , RESTRICTIONS WITHIN 45 MILE RADIUS
�- OF MT. PALOMAR SEE LATEST COUNTY i _— 22 I1 1
ORD. REGULATING LIGHT POLLUTION. 10
/ 14 +85.95 INSTALL a i
NOTES: \ STREET LIGHT
1. ORNAMENTAL CONCRETE AS APPROVED / S �[ \_ °+ =�
BY THE ELECTRIC SERVING UTILITY. Fc?N`" ,:... -. ° 1
YORKVILI IA °
W
M
I
Z
STANDARDS SHALL REQUIRE APPROVAL
BY THE SERVING UTILITY COMPANY AND
�6 �
W
P/L (TYP.)
STEEL IN BID JURISDICTION.
CD
71, - -6 MIL PLASTIC
or,
®
Q
THE DIRECTOR OF TRANSPORTATION.
24
25
26
27
28
29
Q SQUARE OR ROUND FOUNDATION CONTENT, SPECIAL CONSIDERATIONS ARE
-
RIVERSIDE COUNTY RESIDENTIAL LIGHTING
w
m
°
III
4
o °I �
Q
Q
SECTION 2 O THIS ORDINANCE FOR
'
v
O
M
p
z jI
ADDITIONAL REQUIREMENTS.
5. THE POLES SHALL BE GALVANIZED
�6 �
W
(10
STEEL IN BID JURISDICTION.
CD
71, - -6 MIL PLASTIC
or,
Zi
18" EXTEND 6 MIL PLASTIC
:D
Z /
_�
1 SHEETING Z BEYOND
Z
�O 1 - CONCRETE.
�6 �
O
W
71, - -6 MIL PLASTIC
or,
Q SHEETING.
U
__j 1 4 -1" X 36"X 4" ANCHOR BOLTS
LOi1
CL 2 5 WHEN ABUTTING SOIL HAS A HIGH SULFATE
Q SQUARE OR ROUND FOUNDATION CONTENT, SPECIAL CONSIDERATIONS ARE
REQUIRED. SEE SPECIFICATIONS (SECTION
_ NOT TO SCALE 16.04).
RIVERSIDE COUNTY RESIDENTIAL LIGHTING
w
1.v STD. NO. VW
18h nZSr
RIVERSIDE COUNTY x CITY OF LA QUINTA BOUNDARY LINE
w
NOTE.- NO EXISTING STREET LIGHT FOUND AT DARBY RD. FROM STA 8 +00 TO STA 17 +61, OR AT ADAMS STREET FROM
STA 9 +00 TO STA 17 +61. °.° " ��
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE
COUNTY OF 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 ALL WORK PERFORMED WITHIN COUNTY
RIGHT -OF -WAY.
3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800)227 -260
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.
LEGEND AND OUANTITIES
Y INSTALL, 100 WATT H.P.S., 9,500 LUMENS QUANT.: 9
/ 7 STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1000
EASEMENT AS NOTED
OWNER / APPLICANT
BENJAMIN VENTURES, LLC
77682 COUNTRY CLUB DRIVE, SUITE A3
PALM DESERT, CA 92211
TEL. 760 - 771 -9441
FAX 760- 771 -0429
SITE ADDRESS
BERMUDA DUNES, CA 92253
FLOOD ZONE (FEMA)
ZONE: C
FLOOD INSURANCE RATE MAP (FIRM)
COMMUNITY PANEL NUMBER 060245 - 2260 -C
DATED 0913011988
APN
609 - 062 -011, 012, 022 AND 023
BASIS OF BEARINGS
BASED UPON THE CENTERLINE OF DARBY ROAD
PER PARCEL MAP 14510, PMB 82174 -75 AS N89'28'40'E
In I � M
X
\ 00
W
� 2
' a
k ' 0 2
W i
Go
(87.18)T� I ` W I c o
^) �� FOR MORE DETAILS, PLEASE
(87.68)TC w l 1,i J� I (87,50)FL SEE STREET IMPROVEMENTS
PLAN SHEET 4.
www.heitecinc.com . BENCHMARK COUNTY OF RIVERSIDE
HEI""""I EC ESS10N 42 -575 Melanie Place, Suite H PD -129 2' CITY OF PALM
U. C O N 5 U L T I N G 760a 0.90 C a6034o.9070 WEST WASHINGTON ST.
TRACT NO, 34546 - LP. NO. 140031
REVISIONS
APPR. I DATE
COUNTY
No. 55606
R.C.E. NO.
DATE
STY OF THE PROLONGATION OF STREET LIGHT PLAN
DARBY RD. 5' N'LY OF THE
SIDEWALK BC AND 45' SLY OF BEING A SUBDIVISION OF A PORTION OF THE
THE PROLONGATION OF THE CL N 112 OF THE SE 144 OF SEC. 18, T5S, R7E, S.B.B.M.
-14 OF DARBY RD. ELEV: 142.158 FOR: W.O. COUNTY
— NAVD 29 ELEV = 142.158
SCALE: AS NOTED BENJAMIN VENTURES, LLC 140301 FILE NO.
02/02/15
140301 SL. DWG
1
1nP* 1