HomeMy WebLinkAbout4263-1CITY OF FONTANA, CALIFORNIA
'Q -D -U AN=
e -LOT A
ELTRAIL
GUTTER PER CITY ST'D PLAN NO. 1000 1,301 LF
10 CONSTRUCT 8" CURB & 18'
R
7 I'd (2) CONSTRUCT ACCESS RAMP PER CITY ST'D PLAN NO. 1003 3 EA
10
Q CONSTRUCT 8-4 WIDE CROSS GUTTER PER CITY STD PLAN NO. 403 665 SF
Z� 7,733 SF
CONSTRUCT 5' ODE x 4" THICK P.C.C. SIDEWALK PER CITY S-rD PLAN NO. 1006.
4
9 8 7 5 CONs-rRUCT 16- WDE x 8"' THICK P C.C. RESIDENflAl- DRIVEWAY, X=4
PER CITY STD. PLAN NO. 1002, PER APPROVED PRECISE GRADE PLANS. 2,016 SF
lzs 707 TON
CONSTRUCT MIN. 4" ASPHALT CONCRETE PAVEMENT NTH 12" MIN. OF 95% COMPACTED
NAnVE SUB -GRADE PER CITY STD. 400.
TRACT3471, US /V8 4 611 NA C T 10224, U8 14517J- 74 (D NOT USED
lNsuLl. 5800 LUMEN HPSV 70 WATT #7 STREET LIGHT ASSY PER APPROVED ST. LIGHT PLAN. 4 EA
INDEX MAP INSTALL R-1 STOP SIGN PER CITY STD. PLAN 4003. 2 EA
SCALE-. 1 =80' @ INSTALL STOP BAR AND LEGEND PER CALTRANS STD. DWG. A24E. 1 EA
INDICATES DIRECTION OF" DRAINAGE FLOW REMOVE/RELOCATE EXISTING wA-rER BLOW -OFF BY OTHERS 1 EA
ADJUST SMH To GRADE PER CITY ST'D PLAN 2000. 3 EA
@ ADJUST WATER VALVE CAN 1-0 GRADE PER CITY STD. PLAN 6000. 5 EA
104 SAWCUT AND REMOVE EXis-nNG AC PAVEMENT 4,180 SF
R/W R/W PL R/W R/W GRIND MIN. 1-1/2" EX. A.C. PA\ANG, OVERLAY WITH MIN. 1-1/2" A.C. PAVING. SEE OVERLAY JOIN DETAIL 11,740 SF
30" 32' 30' — ------ 30' INSTALL SURFACE MOUNT TYPE F (CLASS 1) DELINEATORS AT 15' O.C. PER CALTRANS SID. DWG. A73 -C. 4 EA.
20" 12" 10, 18" 18" 12"
LANDSCAPE INSTALL 4" WHITE EDGE STRIPE PER CALTRANS DETAIL 27B. 100 LF
GRIND 1" MIN. DEPTH- VAR. 5' 0.20" TAPER PAVEMENT AT 10:1. 246 SF
AND OVERLAY 1" M1W Olt
A.C. WHERE SHOWN 2. TRANSITION FLOW LINE FROM TYP. FOR 5' FROM EACH SIDE OF INLET TO MEET GRADES PER PI.AN. 10 L.F
2 0 5%, JN
—2X—LE\�EL- - _L
4.4X qr 71 UM
04 SAWCUT & REMOVE EXIST A.G. PVM"T-J PROPOSFED SIDEWALK@ OPROPOSED SIDEWA PROPOSED SIDEWALK
PROPOSED 8" CURB & G()TlERol OPROPOSED 8" CURB GUTTER PROPOSED 8" CURB & GUnER EDGE OF
4 4" Air. PA\Amr. mim utm 190 (w wz PnupA,(,,Trn ukmir qttrt namr GRIND
. nNISH SURFACE
CITY OF FONTANA
THE GAS COMPANY
SO. CALIFORNIA EDISON COMPANY CRAWORD CANYON MUIUAL WAMR CO.
OVERLAY
J
N
8353 SIERRA AVENUE
AT*TN- GREG GASPAR
7951 REDWOOD AVE., ATTN: BASIL J. FABRIZIO
N"N�wwftmwm 11
FONTANA, CA. 92335
6231 VALLEY BLVD.
FONTANA, CA. 92335 (909) 463-9580
N.T.S.
(909) 350-6632
FONTANA, CA 92335
(909) 820-5598-- UNDERGROUND
(909) 428-8411
(909) 875-5100— TRANSMISSIONS
EMERGENCIES: (800)
427-2,200 (213) 637--1233— PIPELINES
(909) 357-6233— DISTRIBUTION
PACIFIC BELL CO.
COMCAST (CABLE TV)
VERIZON FONTANA WATER COMPANY WEST SAN BERNANDINO WATER CO.
ATTN: NORMA GUILLOT
ATTN: JACK HAYES 1205 ATTN: STEVE HOCK ATTN: MICHAEL J. McGRAW ATTN: LON TSAI
IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT H:E SfiAL.,L ASSUME SOLE AND
1265 N. VAN BUREN STREET
DUPONT AVENUE, ONTARIO, CA. 14,00 E. PHILLIPS BLVD. 8840 NUEVO AVENUE 855 W. BASELINE ROAD
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING, THE COURSE OF CONSTRUCTION OF THIS
SUITE 180
91761
POMONA, CA. 91766 FONTANA, CA. 92335 RIALTO, CA. 92377
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
ANAHEIM, CA, 92807
(909) 390-4738
(909) 469--6327 (909) 822-2201
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND TIl,AT THE CON,rRACTOR SHALE
'-FROM
(714) 666-5401
FAX 823-5046
DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FON-rANA Fi ARM LESS
(909)
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING F�ROM THE SOLE N'EGLIGENCE OF THE OWNER, THE ENGINEER,
OR THE CITY OF FONTANA.
QUANTITY ESTIMATES ARE
PROVIDED FOR THE INFORMA'nON AND CONVENIENCE' OF THE DEVELOPER ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONSTRUCTION
ITEMS AND MATERIALS REQUIRED FOR THE COMPLET10N OF THE PROJECT.
'THE EXISITENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
OWNEVQEVELOPER.
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO,THE BEST OF OUR KNOWLEDGE,
a A 51� j Q R E I N—G. fS _H_E ET_ 1N_ D E X_.
THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP * TH�E CONTRACTOR IS REQUIRED TO
- _F _A_R
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER
OASIS FiOMES
THE BEARING ON 'THE CENTERLINE OF
I
PTLE SHEET
LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAMNG. PRIOR TO EXCAVA-nON, THE CONTRACTOR
9267 HAVEN AVENUE, SUITE
240 B
PALMETTO AVENUE, BEING N00`0lt0VpE,
2
ELAINE DRI VE
$HALL CALL TOLL FREE, 1--800-422-4133 'TO VERIFY THE UN'DERGROUND LOCATION OF GAS AND
RANCHO CUCAMONGA, CA. 91730
WAS USED AS THE BASIS OF BEARING
TELEPHONE LINES AT LEAS"r 48 HOURS PRIOR TO THE START OF' EXCAVAnON.
PH: (909) 481-9400
FOR THIS MAP, 3 AL YSSA COURT
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