HomeMy WebLinkAbout5416LT-1CITY OF FONTANA
STREET LIGHT PLAN
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
VICINITY MAP
N. TS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST
OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY_ THE ENGINEER OF ANY
DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES,
UTILITY BOXES AND LIDS, ETC.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL
BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD.
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO
BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN
FINAL CONSTRUCTION QUANTITIES.
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 MAT 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. PLAN NO. 404.
LEGEND
INDICATES PROPOSED 5800 LUMEN HPSV STREET LIGHT
(70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
0 INDICATES FUTURE 5800 LUMEN HPSV STREET LIGHT
(70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
/0\ INDICATES FIRE HYDRANT LOCATION
OINDICATES EXIST 9500 LUMEN HPSV STREET LIGHT
(100 WATT; #10) 27 FT. LUMINAIRE HEIGHT.
0 INDICATES EXIST. 16000 LUMEN HPSV STREET LIGHT
(150 WATT; #15) 30 FT. LUMINAIRE HEIGHT.
BENCH MARK: #377 BASIS OF BEARINGS:
N k F IN PP i 408083E BASIS OF BEARINGS N. 00'27'13' E
(STAMPED F.U.W.B.M.) AS SHOWN ON TRACT MAP NO. 13219,
SE CORNER HEMLOCK & FOOTHILL AVE. BOOK 221, PAGE 3-6.
ELEVATION: 1259.54
QUANTITIES
2 EA
1
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VICINITY MAP
N. TS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST
OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY_ THE ENGINEER OF ANY
DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES,
UTILITY BOXES AND LIDS, ETC.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL
BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD.
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO
BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN
FINAL CONSTRUCTION QUANTITIES.
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 MAT 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. PLAN NO. 404.
LEGEND
INDICATES PROPOSED 5800 LUMEN HPSV STREET LIGHT
(70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
0 INDICATES FUTURE 5800 LUMEN HPSV STREET LIGHT
(70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
/0\ INDICATES FIRE HYDRANT LOCATION
OINDICATES EXIST 9500 LUMEN HPSV STREET LIGHT
(100 WATT; #10) 27 FT. LUMINAIRE HEIGHT.
0 INDICATES EXIST. 16000 LUMEN HPSV STREET LIGHT
(150 WATT; #15) 30 FT. LUMINAIRE HEIGHT.
BENCH MARK: #377 BASIS OF BEARINGS:
N k F IN PP i 408083E BASIS OF BEARINGS N. 00'27'13' E
(STAMPED F.U.W.B.M.) AS SHOWN ON TRACT MAP NO. 13219,
SE CORNER HEMLOCK & FOOTHILL AVE. BOOK 221, PAGE 3-6.
ELEVATION: 1259.54
QUANTITIES
2 EA
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Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
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(NMADOLE STREET LIGHT PLAN
9302 FTTS&*K3 -I AVE, SUffE 230Cy)
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DRAWN BY: LLP SCALE• a) conmunrrrff `w ` e FAX:
W9.0, 63� DESIGNED BY: TRACT N 0 . ' 17 0 5 9 DATE: AS I
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DRAWING N0. 1 CD
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