HomeMy WebLinkAbout5875-LT1STREET LIGHT IMPROVEMENT PLAN
SLOVER GATEWAY COMMERCE CENTER
S/W CORNER OF SLOVER AVENUE AND CYPRESS AVENUE
16477 SLOVER AVENUE
APN 0 0255-021-041 057 33134
GENERAL NOTES FOR STREET UGHT PLANS FONTANA, CALIFORNIA
I. 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.
5. ALL NEW STREET LIGHT POLES AND LUMINAIRES TO BE INSTALLED ON
CITRUS AVENUE SHALL BE DECORATIVE TYPE.
6. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STD. PLAN NO. 404.
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF FONTANA, 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.
BA SIS OF BEA RINGS:
UTILITY CONTACTS
SAN BERNARDINO COUNTY FLOOD CONTROL SOUTHERN CALIFORNIA EDISON
825 E. THIRD STREET, ROOM 140
7951 REDWOOD AVENUE
SAN BERNARDINO, CA 92415-0835
FONTANA, CA 92336
PHONE: (909) 387-8256
PHONE: (909) 549-5345
ATTN: TOM WILLIAMS
ATTN: JEFF HUDSON
FONTANA WATER COMPANY
TIME WARNER
15966 ARROW ROUTE
17777 CENTER COURT DR. 8TH FLOOR
FONTANA, CA 92355
CERRITOS, CA 90703
PHONE: (909) 822-2201
PHONE: (562) 677-0263
ATTN: BRENDA FOWLER
ATTN: JOHN CHRISTIANSEN
SOUTHERN CALIFORNIA GAS COMPANY
FONTANA UNITED SCHOOL DISTRICT
1981 W. LUGONIA AVE.
9680 CITRUS AVENUE
REDLANDS, CA
FONTANA, CA 92335
PHONE: (909) 335-7965
PHONE: (909) 357-5000 X 29455
ATTN: ED SANTILLAN
ATTN: SHERRI WHITTEN
AT&T
INLAND EMPIRE UTILITY AGENCY
1265 VAN BUREN ST. #180
6075 KIMBALL AVENUE
ANAHEIM, CA 92807
CHINO, CA 91708
PHONE: (714) 666-5614
PHONE: (909) 993-1696
ATTN: LEE QUEST
ATTN: LIZA MUNOZ
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STA TE
PLANE COORDINA TE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DA TLIM
1983 (NAD83) BASED LOCALLY ON CONTINUOUSL Y OPERATING REFERENCE
STA TIONS (CORS) 'EWPP" AND "GISA " AS SHOWN HEREON (BASIS OF
BEARINGS- S 82'35'10.9410" E). ALL BEARINGS SHOWN HEREON ARE GRID
BEARINGS AND REPRESENTED HEREON BY THE CENTERLINE OF OLEANDER
A VENUE BEING NORTH 0022104" WEST.
COORDINA TES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0
EPOCH, AS FURNISHED BY THE CALIFORNIA SPA TIAL REFERENCE CENTER
(CSRC) AND PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL
DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
TO OBTAIN GRID DISTANCES, MUL TIPL Y GROUND DISTANCES BY A
COMBINA TION FACTOR OF 0.9999473914 DERI VED LOCALL Y A T A FOUND 1 "
IRON PIPE, TAGGED SO CO SURVEYOR, ACCEPTED AS THE INTERSECTION
OF OLEANDER AVENUE AND SANTA ANA AVENUE, 34 03'46.906444500"
NORTH, 1172655.322089336" WEST WITH A NORTH AMERICAN VERTICAL
DA TUM OF 1988 (NA VD88) GPS DERIVED ELEVA TION OF 1078 J5
THE MAPPING ANGLE A T FOUND 1 INCH IRON PIPE, TAGGED SB CO
CSRC CORS STATION 'EWPP" SURVEYOR IS 0'1851.290019152"
NORTH LA TI TUDE = 34 06'15.101345631 "
WEST LONGITUDE = 11731 '32.058570000"
CALIFORNIA STA TE PLANE COORDINA TE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DA TUM 1983, (2010.0 EPOCH)
NORTHING = 1, 860, 639. 606 U, S. SURVEY FEET
EASTING = 6, 705, 286. 971 U.S. SURVEY FEET CSRC CORS STA RON "GISA "
ELEVATION = 1194.66 U.S SURVEY FEET NORTH LATITUDE = 3404'09.474625633"
COMBINED FACTOR = 0.9999335276 WEST LONGITUDE = 11773'05.731530000"
CONVERGENCE ANGLE = 016'13.546933068" CALIFORNIA STA TE PLANE COORDINA TE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DA TUM 1983, (2010.0 EPOCH)
NORTHING = 1, 848, 521.869 U.S. SURVEY FEET
— _ EASTING = 6, 798, 414.952 U. S. SURVEY FEET
ELEVA TION = 1236.71 U. S SURVEY FEET
IV 82 ;35 j 1 " COMBINED FACTOR = 0. 9999384926
(BASIS OF BEAR//VGS CONVERGENCE ANGLE = O'2644.166506927"
93917.
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SEE DETAIL SHEET 1
GPS TIES & BA SIS OF BEA RINGS
N. T.S.
BENCH MARK:
CITY OF FONTANA BENCHMARK NO. "289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER
OF THE INTERSECTION OF SANTA ANA AVENUE AND
CATAWBA AVENUE.
ELEVATION = 1032.22' (NGVD '29)
TOLL FREE 'mmm' 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
148+00
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SLOVER AVE.
(SEE SHEET 2) 1CD
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INDEX MAP
SCALE: 1 " = 100'
UTILITY LEGEND
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EXISTING STREET LIGHT
TRFSIG = TRAFFIC SIGNAL
= SIGN
(N)90W
PROPOSED 9OW LED STREET LIGHT
D—o
(COBRAHEAD) 3OFT.-81N. LUMINAIRE HEIGHT
PB = PULL BOX
(N)41W
PROPOSED 41W LED STREET LIGHT
WM = WATER METER
o
(COBRAHEAD) 3OFT.-81N. LUMINAIRE HEIGHT
]
TELEPHONE PEDESTAL
EXISTING UTILITY POLE
f J
TRANS PAD = TRANSFORMER PAD
RELOCATED UTILITY POLE
ELEC VAULT = ELECTRIC VAULT
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F.H. = FIRE HYDRANT
Crry
WV = WATER VALVE
PROPOSED FIRE HYDRANT
�m
SMH = SEWER MANHOLE
SDMH = STORM DRAIN MANHOLE
TELMH = TELEPHONE MANHOLE
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
REV. PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. 1 CITY DATE STANDARDS IN EFFECT.
QROFESS/ON9
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* R.C.E. NO. 56155 r
Exp. 12-31-20 Q
OF C N\-�F
STREET NAME WATTAGE
SLOVER AVE.
CYPRESS AVE.
�'Z�I�i�l_� ■
SANTA ANA AVENUE '
VICINITY MAP
N.T.S.
# OF LIGHTS
41 WATT 3
TOTAL 5
CONSTRUCTION NOTES
O INSTALL 90 WATT STREET LIGHT (COBRAHEAD) 30'-8" LUMINAIRE HEIGHT OR
EQUAL ALTERNATIVE APPROVED IN WRITING BY THE CITY ENGINEER.
(PER CITY OF FONTANA STD. DWG. 404)
O INSTALL 41 WATT STREET LIGHT (COBRAHEAD) 30'-8" LUMINAIRE HEIGHT OR
EQUAL ALTERNATIVE APPROVED IN WRITING BY THE CITY ENGINEER.
(PER CITY OF FONTANA STD. DWG. 404)
3O UNDERGROUND EXISTING POWER POLE PER SCE FORCES.
4O PROTECT IN PLACE EXISTING TRAFFIC SIGNAL WITH STREET LIGHT.
SHEET INDEX
1
TITLE SHEET— GENERAL NOTES, CONSTRUCTION NOTES & LEGEND
2
SLOVER AVE.— STREET LIGHT IMPROVEMENT PLAN
CYPRESS AVE.— STREET LIGHT IMPROVEMENT PLAN
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CIVIL ENGINEERING *LAND SURVEYING
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MIRADA, CALIFORNIA 90638 SO
PH. (714)521-4811 FAX(714)521-4173
MSR
q_A�Qal2Date : 12/04/19 CHECKED E
EINHARD STENZEL RCE NO. 56155 RS
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OTY.
2 EA.
3 EA.
2 EA.
WD/D# 8-36C388410 ARP 19-021
CITY OF FONTANA, CALIFORNIA
STREET LIGHT IMPROVEMENT PLAN
TIME SHEET SCALE:
GENERAL NOTES, CONSTRUCTION NOTES & LEGEND AS SHOWN
SLOVER GATEWAY COMMERCE CENTER DATE:
S/W CORNER OF SLOVE AVE AND CYPRESS AVE
APPI VED Y. 12/9/19 DRAWING NO.: 1
3
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5875LT e12 I_ o