HomeMy WebLinkAbout5755LT-1CITY OF FO. NTANA
STREET L10HT PLAN
FOR
PAR110EL MAP NOW 19865
UMLITY ' CONTACTS=
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
AT&T: (510) 645-2929
CITY OF FONTANA: (909) 350-7610
TIME WARNER CABLE: (909) 975-3398
SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583
FONTANA WATER COMPANY: (909) 201-7333
SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270
INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600
NOTES
1. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STD. PLAN NO. 404 CASE I
LANDSCAPE ADJACENT TO CURB
2. CONTRACTOR SHALL COORDINATE WITH EDISON FOR POINT OF CONNECTION.
3. STREET LIGHT POLES STANDARD SHALL BE SCE #040-00121 OR APPROVED
EQUAL.
u7lLITY LEGEND
EXISTING STREET LIGHT
---0 INDICATES LED (41 WATT) STREET LIGHT
SCE #10205809
EXISTING UTILITY POLE
HOLD HARMLESS INDEMNIFICATION CLAUSE:
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE 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 ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY
AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
EXIS ISIG UNDERGROUND STRUCTURES:
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE
INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE
PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR
THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK.
NOTICE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
8" V.C.P. SEWER ,
LEGEND:
FP-
-PROPERTY LINE
R/W
-RIGHT OF WAY
-CENTERLINE
ARCH.
-ARCHITECTURAL
T.C.
-TOP OF CURB
F.L.
-FLOW LINE
F.S.
-FINISH SURFACE
T.S.
-TOP OF CONCRETE SLAB
H.P.
-HIGH POINT
F.F.
-FINISH FLOOR
R.D.
-ROOF DRAIN
R.C.P.
-REINFORCED CONCRETE PIPE
INV.
-INVERT
S =
-SLOPE
F.G.
-FINISH GRADE
S.D.
-STORM DRAIN
T.R.
-TOP OF RAIL
ST.LT.
-STREET LIGHT
G.B.
-GRADE BREAK
H.P.
-HIGH POINT
H
-HEIGHT OF RETAINING
C.F.
-CURB FACE
B.W.
-BACK OF WALK
L.S.
-LANDSCAPING
A.B.
-AGGREGATE BASE
P.V.C.
- POLYVINYLCHLORIDE
C.I.P.
-CAST IRON PIPE
F.H.
-FIRE HYDRANT
P.P.
-POWER POLE
C.B.
-CATCH BASIN
B.C.R.
-BEGINNING OF CURB RETURN
E.C.R.
-END OF CURB RETURN
L.P.
-LOW POINT
S.W.
-STEM WALL
T.O.P.
-TOP OF PIPE
B.O.P.
-BOTTOM OF PIPE
R
-RADIUS
T.F.
-TOP OF FOOTING
T.W.
-TOP OF WALL
C.M.B.
-CRUSHED MISC. BASE
S.F.
-SQUARE FEET
(0.00)
-EXISTING ELEVATION
B.O.W.
-BOTTOM OF WALL
T.G.
-TOP OF GRATE
N.G.
-NATURAL GRADE
TOP
-TOP OF SLOPE
TOE
-TOE OF SLOPE
E.P.
-EDGE OF PAVEMENT
A.C.
-ASPHALT CONCRETE
C.L.F.
-CHAIN LINK FENCE
CONC.
-CONCRETE
PKWY DRAIN
-PARKWAY DRAIN
H.C.
-HANDICAP
EXIST.
-EXISTING
TRANS PAD
-TRANSFORMER PAD
BLDG
-BUILDING
M.H.
-MANHOLE
T.B.
-TOP OF BERM
ET LIGHT CONSTRUCTIOni NOTES: an:
0—INSTALL LED STREET LIGHT (41 WATT) FOR REDWOOD AVE. 3 EA
SCE #10205809 PER CITY Of FONTANA STD. PLAN N0. 404
CASE 1 (LANDSCAPING ADJACENT TO CURB).
O2 INSTALL LED STREET LIGHT (90 WATT) FOR SANTA ANA AVE. 2 EA
SCE #10205811 PER CITY OF FONTANA STD. PLAN N0. 404
CASE 1 (LANDSCAPING ADJACENT TO CURB).
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BASIS OF BEARINGS: BENCH MARK: REV. REVISION DESCRIPTI�I DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT E y r QThenes Engirreer�g, CITY OF FONTANA, CALIFORNIA
rr THE BASIS OF BEARINGS FOR THIS Aa) D QR�F l�j�/'9l C1W ENGINEERING• LAND SURVEKNG
SURVEY IS THE CALIFORNIA STATE PLANE C17Y OF FONTANA BENCNWK NO. "517� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �`��`'.�P�� �TF`���o LA MI�A,14349 ECALIFORNIALEVARD 906.� ST��T 1_IGHT PLAN
COORDINATE SYSTEM (CCS83), ZONE 5, PK NAIL IN POLE #335739E LOCATED AT �� �c� PH.(7�4)521-48�t FAx(7i4)52t-4173 DRAWN BY: SCALE:
NORTH AMERICAN DATUM 1983 NAD83 THE NORTHWEST CORNER OF REDWOOD SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, J.P. FOR
R.C.E. NO. 56155 * Prepared Under The Supervision Of
AVENUE AND SANTA ANA AVENUE. DESIGNED BY: DATE:
BASED LOCALLY ON CONTINUOUSLY - DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO J, Up. 12-31-18 � ANA AVE. AND REDWOOD AVE.
OPERATING REFERENCE STATIONS (CORS) ELEI RON — 981.36 BEFORE DAYS BEFORE J.P.JP03/07/2018
" , YOU DIG 9 = Date :10 118 CHECKED BY: APP B
LOBS AND EWPP AS SHOWN HEREON (NGVD 29 / 1970 A!�✓.> YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ��. CIV �L Off' DRAWING NO.: 1
(BASIS OF BEARINGS: S 81'29'26" E). TOLL FREE 1-800-227-2600 OF C AfINHARD STENZE RCE N0. 56155 R.S. ` lZ�
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CITY ENGINEER R.C.E. 51152 DATE: 5755LT 2