HomeMy WebLinkAbout2092-1VICINITY MAP
N.T.S.
OJECT LOCATION
En
CONSTRUCTION NOTES AND OUANITY ESTIMATES
NO.
ITEM
QUANTITY
UNIT
CONSTRUCT 18" R.C.P. TYPE IV, TRENCH PER CITY OF FONTANA
SPECIFICATIONSt PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER
STD. 130
315
L.F.
0
AN EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT.
3.
UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKIING DAYS
0
PRIOR TO START OF WORK - 1-800-422-4133.
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
CONSTRUCT OUTLET STRUCTURE PER CITY OF FONTANA STD.
CITY LIMITS.
5.
PLAN 124
85
L.F.
6.
CONSTRUCT CONCRETE JUNCTION STRUCTURE PER CITY OF
2
EA.
FONTANA STD. PLAN 122 WITH ALHAMBRA FOUNDRY A-2017 COVER
8.
TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE
CONSTRUCT 40 L.F. VARIABLE HEIGHT CURB AND GUTTER
40
L.F.
9.
PER CITY OF FONTANA STD. PLAN 101
ULTIMATE 28 DAYS COMPRESSIVE STRENGTH OF 3250 p.s.1.
10.
CONSTRUCT A.C. PAVEMENT AND BASE, MATCH EXISTING SECTION
42
S.F.
CONSTRUCT 4' CONCRETE SIDEWALK, MATCH EXISTING
36
S.F.
SAWCUT AND REMOVE EXISTING SIDEWALK, A.C. PAVEMENT AND
45
L.F.
CURB AND GUTTER
14.
DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTERLINE
OF STEEL UNLESS OTHERWISE NOTED.
15.
ALL BACKFILLS AND FILLS TO BE USED AS SUBGRADE SHALL BE
N
STORM DRAI.N PLAN
F F
MANGO AV .,NU mm"
FONTANA, C'ALIFORNIA
18" R. C.P. PER MANGO AVENUE SCH,
SHEET 2
INDEX MAP -
SCALE I n = 60'
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN VIEW AVENUE
POMONA, CALIFORNIA 91760
TELEPHONE (213) 357-2257 OR (800) 422-4133 U.S.A.
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714) 383-1665
PACIFIC TELEPHONE & TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714) 359-2585 OR (800) 422-4133 U.S.A.
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE (714) 350-7610
SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
570 4TH STREET, P.O. BOX 6226
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714) 884-9411 OR (800) 422-4133 U.S.A.
SO. CALIF GAS COMPANY- TRANSMISSION DEPARTMENT
2191 BIRCH STREET
01
BREA, CALIFORNIA 92621
TELEPHONE (714) 529-2889 OR (800) 422'-4133 U.S.A.
SOUTHERN CALIFORNIA EDISON COMPANY
1351 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 92621
TELEPHONE (714) 947 -2996 -UNDERGROUND POWER
(714) 875-5100- TRANSMISSION
(213) 837-1233-PIPELINESt OR
(800) 422-4133 U.S.A.
Call: TOLL FREE
fill .1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
REV. IDATE
DESCRIPTION
H
WABASH
AVE.
GO,
cl) No 18701
uj
F_xp 6,/30/193
OF
APPROVED BY:
REGOTEEkiED _IVIL EoIGINM 10.IM�
DATE: -7110 REGISTRATI'ON EXPMES
J�/
APPROVED BY:
DATE:
DATE ICITY APPI
fffflvp�ENGINEERS, INC
CIVIL ENGINEERS, PLANNERSAND CONSTRUCTION CONSULTANTS DRAWN BYt
1269 W. POMONA ROAD, SUITE 104 0 CORONA CA. 91720 0 714 / 734-2130
SCALE: BENCH INAARK: C. MERRY
DESIGNED BY,
AS SHOWN BENCH MARK 2M-9 ELEV. 1369.62 G. SEYMOUR
R.R. SPIKE IN P.P. NO. 12843 E CHECKED BY,
N.E. COR. MANGO AND MILLER.
DATE 7-18-91
CITY OF FONTANA? CALIFORNIA
PUBLIC WORKS DEP0TMENT
SCALE,
MANGO AVENUE I Its = 20'
STORM DRAIN
DATE,
APPROVEDII DWG. NO.
CITY ENG-INEER9 R.C.E. z J -1Z4
FI?IN TED, LI.N. 90-108-1-06
0
GENERAL CONSTRUCTION NOTESs
1.
THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONSt PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER
TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS.
2.
ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT OF WAY REQUIRES
AN EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT.
3.
UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKIING DAYS
PRIOR TO START OF WORK - 1-800-422-4133.
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE
CITY LIMITS.
5.
STATIONING REFERS TO THE CENTERLINES OF STREETS EXCEPT WHERE
OTHERWISE NOTED.
6.
CURB DATA REFERS TO THE FACE OF THE CURB.
7.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
8.
TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE
PLACED AT RIGHT ANGLES (OR RADIAL) TO CONDUIT CENTERLrNE EXCEPT
AS OTHERWISE SHOWN ON THE DRAWINGS,
9.
ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN
ULTIMATE 28 DAYS COMPRESSIVE STRENGTH OF 3250 p.s.1.
10.
ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4" CHAMFER.
11.
ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE 2 1/2"
CLEARANCE UNLESS OTHERWISE SPECIFIED.
12.
REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE
STEEL AS'PER A.S.T.M.A-615-GRADE 60.
13.
ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN
CONCRETE INSTITUTE "MANUAL OF STANDARD PRACTICE".
14.
DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTERLINE
OF STEEL UNLESS OTHERWISE NOTED.
15.
ALL BACKFILLS AND FILLS TO BE USED AS SUBGRADE SHALL BE
COMPACTED TO A RELATIVE DENSITY OF 90% UNLESS OTHERWISE
SPECIFIED.
16
ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP
OF 30 BAR DIAMETERS OR 18017 WHICHEVER IS GREATER.
17.
ALL CATCH BASINS AND CONNECTOR PIPES BETWEEN CATCH BASINS TO
BE INSPECTED BY THE CITY OF FONTANA.
Ia.
PIPE SHALL BE EMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING
INLET & HEADWALLS, UNLESS OTHERWISE SPECIFIED.
19.
THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN
REGARD TO SAFETY ORDERS.
20.
ALL EXPOSED CONCRETE SHALL CONF06M IN GRADE, COLOR AND FINISH
TO ALL ADJOINING CURBS AND SIDEWALKS.
21.
ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
22.
THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING7 BUT NOT LIMITED TO,
GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE7
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, SEWER,
RECLAIMED WATER, STORM DRAIN7 FLOOD CONTROL SYSTEMS, ETC.
23.
RECORD DRAWING SHALL BE PROVIDED BY THE ENGINEER TO THE
CITY OF FONTANA.
24.
CONRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THER IS OR MAY BE A CONFLICT TO THE
OWNER'S REPRESENTATIVE.
25.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM,
SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS
THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION
INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
26.
THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK AS DESCRIBED IN NOTE 25 ABOVE FROM CAL./O.S.H.A.
27.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITYS INSPECTOR.
28.
ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER
29-
EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONS18LE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
30.
ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND
BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT
IS IN PLACE.
31.
IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB
AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTY PURSUE. THAT PORTION
OF WORK TO COMPLETION.
32.
ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER
MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED
ON THE PLANS.
33.
IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED
APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA
AT THE DIRECTION OF THE SOILS ENGINEER.
34.
ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH
THE CITY STANDARD SPECIFICATIONS.
APPROVED BY:
REGOTEEkiED _IVIL EoIGINM 10.IM�
DATE: -7110 REGISTRATI'ON EXPMES
J�/
APPROVED BY:
DATE:
DATE ICITY APPI
fffflvp�ENGINEERS, INC
CIVIL ENGINEERS, PLANNERSAND CONSTRUCTION CONSULTANTS DRAWN BYt
1269 W. POMONA ROAD, SUITE 104 0 CORONA CA. 91720 0 714 / 734-2130
SCALE: BENCH INAARK: C. MERRY
DESIGNED BY,
AS SHOWN BENCH MARK 2M-9 ELEV. 1369.62 G. SEYMOUR
R.R. SPIKE IN P.P. NO. 12843 E CHECKED BY,
N.E. COR. MANGO AND MILLER.
DATE 7-18-91
CITY OF FONTANA? CALIFORNIA
PUBLIC WORKS DEP0TMENT
SCALE,
MANGO AVENUE I Its = 20'
STORM DRAIN
DATE,
APPROVEDII DWG. NO.
CITY ENG-INEER9 R.C.E. z J -1Z4
FI?IN TED, LI.N. 90-108-1-06
0