HomeMy WebLinkAbout3720-1ALL is SHALL ACCORDANCE
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STANDARDFONTANA PLANS,1 CONTRACT
1, r a ANDTHE 5TANOARO
REFERENCESPECIRCA77ONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BOOK'). ALL
yECIFICA71ONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE i 1
2 WHEN 4 TECHNICAL 1 EXIST IN THE CONTRACT
DOCUMENTS THAT CAN NOT BE i rBY ..., PRECEDENCE
i
PROVISIONS - iiiCONTRACTOR
IMMEDIATELY
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
ALL Ri AND OARE BO THE APPROVAL
CITY ENGINEER,
CONSTRUC71ON PERMITS BE +B ► FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, DIVISIONi
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
LEAST
WORKING DAYS
PRIOR
Yt START
s ANY :;, PUBLIC
RIGHT–OF—WAY 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES 7i J IN THE r STATE Jt i. OTHERWISEt MANUAL
IT
OF TRAFFIC CONTROLS, LATEST NON–METRIC EION UNLESS
DIRECTED BY THE CITY TRAFFIC ENGINEER.
fIT SHALLDES
CONTRACTOR MAINTAIN
, i J
EUNEATORSTHE RESPONSIBILITY OF THE
BARRICA,
OR OTHER TRAFFIC CONTROL DEVICES AT ALL
1 SHALL ,, PERMIT
PERFORM
! i 3 EXCAVATION
J
TRENCH CONTRACTOR
Oh:TRENCHES OR i'. DEPTH O.
THE
CALIFORNIA STATE DIVISION INDUSTRILL il
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
13AND SEAL TYPE, y ► EXTRA
STRENGTH
SHALL CONFORM O PROVISIONS i DESIGNATION 0 i'.
VIC.P.
26 NO OPEN TRENCHBE ALLOWED OF DAY WITHOUT
PRIOR APPROVAL OF THE CITY ENGINEER.
27 SHORT „ STUBS WITH FLEXIBLE COMPRESSION
J MANHOLE
, Ji WALLS ALLOW
.,, FOR
a a i' DEFLECTIONS IN ALIGNMENT.
FACILITIES,28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
AND ELEVATION LOCATION OF CONNECTIONS.
.
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
1111!11111� lip,
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH
A r BELOWTHEGROUND;,EASEMENTS
EXIST NEXT TO THE STREET
#Y, THE LATERAL #II TERMINATE ,
FEET
INSIDE FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP J FACE
OF THE
CURB AT LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES O
r a
'CONFLICT WITH THE
PROPOSED IMPROVEMENTS,CONTRACTOR SHALL N07IFY THE ENGINEER
AND
ALL
AFFECTED AGENCIES IMMEDIATELY.
.,•
33 NO
NCRETE SHALL BE
UNTIL THE FORMS AND REINFORCING
•STEEL HAVE BEEN PLACED, PLACED
PECTED AND rr.
PRIOR34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
TO rl
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR
•OR O PLACEMENT.
36 ALL MANHOLES, CLEANOUTlr#COVERS AND VALVEBOXES .:.
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
STRIPING,
BARRICADES, OTHER TRAFFIC
CONTROL DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
is AS—BUILT DRAWINGS SHALL BE PROVIDED B CONTRACTOR
DRAWINGS1'3 ` t Oy THE
ENGINEER OF RECORD,
♦ f► i/ O SHALL PROVIDE r D !
THE CITY
39 BACKWATER VALVES TO INSTALLED UNDER A SEPARATE DI
DIVISION PERMIT.
CITY OF FONTANA
S.B.C.
8353 SIERRA AVENUE
j939 E. CORONADO STREET
X dE:
FONTANA,
ANAHEIM, #
(909) 350-6632
092807
(714) 666-550
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
1981 W. LUCONIA AVENUE
(866) 4�2-4133
REDLANDS, CA 92374
DRAWN BY.
AE
i 335-7547
PACIFICELL CO.
_.iii
: i � 7f' 427-2200
Y ♦ • : 1 1yO STREET
3939
ANAHEIM, J M!
...
'O :. COMPANY
J..
) 666-5467
Y Pr 3M AVENUE
0 PEPPER
DATE:
IT i,O. # VI
RIALTO,
, y•
#, (TELEPHONE)
0 r8. UNDERGROUNDPHILIPS
BLVD.
909 875-5100 – TRANSMISSION
ONTARIO, CA 91766
213 6.. PIPELINES
DRAWING NO.:
909 357-6505 – DISTRIBUTION
ml
800 422-4133
X "# WATER COMPANY l
J. MICHAEL X '.
#.! * Y.
HIA
t.
rt 1 NUEVO AVENUERIVE
�#y
1500 S. AUTO CENTER
FONTANA CA 92235ONTARIO,
CA 91761
(909) 822-2201(714)
666-5500
FAX, (909) 823-5046
s
al' � �: • i ,. at � l�! # � N j : # L "` �'�. # # �' a ., Ali ar f�
=. a 1 c Aullf
ia f y0
UNAUTHORIZED CHANGES AND
USES:
THE ENGINEER PREPARING PLANS i RESPONSIBLE 1' OR LIABLE
FOR, UNAUTHORIZED CHANGES
PLANS.
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
IBM
"r.
r 3
1s" �
4 1
k
16.jr , I -U
� 0
24
MILLER AVENUE
i
I� I
I
UGEND
SEWER LINE
8" S,_ EXIST. SEWER LINE
---- -- 6" W----- WATER MAIN
:.- ,.– ---- • _-,. STORM DRAIN LINE
�.�.
SEWER MANHOLE
—
CENTERLINE
NMI
FIRE HYDRANT
STREET LIGHT
S. HjRANCHO
DIRECTION OF FLOW
FONTANA SPECIFIC PLAN
RIGHT OF WAY
_ —
BASIS OF 1 NGS:
OASIS OF BEARING IS THE CENTERLINE OF BEECH AVENUE AS SHOWN ON TRACT MAP
NO. 10477, RECORDED IN BOOK 29$ OF MAPS, PAGES 59-62
INCLUSIVE
BEING: N00`21'45"E
PREPARED YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA, i, I9 i
TEL 'i9 • .0
FAX f909) 291-7630
C17Y OF FONTANA BENCHMARK NO. 361.
RAILROAD SPIKE OF iPOLE
1536697E AT THE SOUTHWESTCORNER i
AND 1 AVENUE.
.fir MAX SIZE NATIVE
SOIL, COMPACTED 95
6 r MIN.
1
`7.f - —
6" MAX SIZE NATIVE �1 j
SOIL, COMPACTED 90
NATIVE MAX. SIZE
BEDDING COMPACTED
TO t��.
M
12
Prepared ;
CITY OF FONTANA CALIFORNIA
ALLARD ENGINEERING
NMI
Civil Engineeringr g
8253 Sierra Avenue
S. HjRANCHO
Fontana,
FONTANA SPECIFIC PLAN
'•� 356-1815 Fax .
�
DRAWN BY.
AE
David S. Harnmer,r Date'
SCALE:
1"-40'
(expires i 0
.fir MAX SIZE NATIVE
SOIL, COMPACTED 95
6 r MIN.
1
`7.f - —
6" MAX SIZE NATIVE �1 j
SOIL, COMPACTED 90
NATIVE MAX. SIZE
BEDDING COMPACTED
TO t��.
M
12
Ess
CITY OF FONTANA CALIFORNIA
/(:) -
S. HjRANCHO
FONTANA SPECIFIC PLAN
�
DRAWN BY.
AE
SCALE:
1"-40'
A
IM
Ess
CITY OF FONTANA CALIFORNIA
/(:) -
S. HjRANCHO
FONTANA SPECIFIC PLAN
�
DRAWN BY.
AE
SCALE:
1"-40'
No. 4 3976
Exp. 6/30/05 ;U
DESIGNED BY:
%
DATE:
~�
RC ---- "'"
, ,14qf'"`
OCTOBER 2004
r Civ o- g
F o
CHECKED} __ . _
APP ED BY° �,
DRAWING NO.:
Qf CAQ
ml
ATE:
CITY ENGINEER R.C.E. 51152
3720