HomeMy WebLinkAbout5458LT-126
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AM 0237-W,
N.A.P.
GENERAL NOTES FOR STREET LIGHT PLANS
1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL.
2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT OR
8 FT MAST ARM. 15 FT MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC
SIGNAL POLE INSTALLATIONS.
3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS
SUBJECT TO APPROVAL BY THE CITY ENGINEER.
4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A
MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND
STREET LIGHT POLE.
5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STD. 404
LEGEND AND QUANTITIES
EXISTING STREET LIGHT
O INSTALL STREET LIGHT
FUTURE STREET LIGHT
CONSTRUCTION NOTE
T INSTALL 16,000 LUMEN HPSV STREET LIGHT (150 WATT;#15) 30 FT
LUMINARE HEIGHT (CASE 1) PER CITY STD. #404, ............................ 4 EA
O INSTALL 9,500 LUMEN HPSV STREET LIGHT (100 WATT; #10) 27 FT
LUMINARE HEIGHT (CASE 1) PER CITY STD. #404 .............................. 3 EA
GRAPHIC SCALE
1
(IN FEET)
1 "=40'
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APH: 0237=M=12
371=M=12
= TREET LIGHT PLAN
15 71 = ANTA ANA AVENUE
CITY OF FONTANA
32 -
SCgLE.� 1"= 40'
11 12
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EXIST. R/W
PROP. R/W
CATAWBA AVENUE
3 - - 34
EXIST. R/Wl\
PROP. R/W
13 14
- SANTA ANA AVENUE
APH. 0237=101=01
377=101=001
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RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THESE DOCUMENTS
AS A RESULT THEREOF.
36 -
Am. 00 2 377=M_09
- 37 - —
37+51.97 CATAWBA AVE=
38 39
16
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32 -
SCgLE.� 1"= 40'
11 12
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EXIST. R/W
PROP. R/W
CATAWBA AVENUE
3 - - 34
EXIST. R/Wl\
PROP. R/W
13 14
- SANTA ANA AVENUE
APH. 0237=101=01
377=101=001
QROFESSIp Q
r�NY M k9( yc
o 5 512 n
xD, 7
^ S CIVIL
"tOF CALIF .•
It 17
35
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N
15
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RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THESE DOCUMENTS
AS A RESULT THEREOF.
36 -
Am. 00 2 377=M_09
- 37 - —
37+51.97 CATAWBA AVE=
38 39
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BENCH MARK: NO. I REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA
CITY OF FONTANA BENCHMARK N0. 289 SHOULD CONSTRUCTION OF THE QROfESS/Oy\\\ HUI_mZ(xLNp\s FOUND RAILROADOSPIK03N2POWER POLE, NE CORNER ��T COMMIRED ENCEINVPIRONEM\EOTS NOT
YEARS '0 "` - ��GE H' y(i( Fy�1 37R��Y LUMM� pLQ
CATAWBA AVENUE &SANTA ANA AVENUE oE OF THE DATE OF APPROVAL h 90. Z Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE:
/2: NO. 33366 m� 15971 SANTA ANA AVENUE
SHOWN HEREON AND CARRIED /,,,. ��,/ 3990 CONCOURS, SUITE 330 •ONTARIO, CALIFORNIA 91764 (909) 941-7799 MAY M AS SHOWN
DIAL Tu❑ uORKING FORTH IN A DILIGENT MANNER, /� : EXPIRATION ; �/
BASIS OF BEARING: BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE �j*'• 6-30-2016 :*� DESIGNED BY: SANTA ANA AVENUE & DATE:
YOU DIG YOU DIG REVISIONS TO THE PLANS TO / DLW CATAWBA AVENUE 3/2016
THE BEARINGS SHOWN HEREON ARE BASED ON BRING THEM INTO CONFORMANCE ��r�q' C1V1� ��Pi APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE
THE CENTERLINE OF CATAWBA AVENUE BEING TOLL FREE 1-800-227-2600 WITH STANDARDS IN EFFECT.\jF 0 �F�%))') CHECKED BY: APPROVED 8 !� // DWG. NO.: 1
NORTH 00' 15' 00" EAST PER R.S.B. 79 56. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT \\��� A' ' � ,�jlLlitc 33366 6-30-16 �� ��P M.H.M. <�7 5458 -LT
RECORD ORAw7N(� Z�b�� JM .3041
' CITY ENGIN ER R.C.E. 51152 DATE: 1