HomeMy WebLinkAbout1908-1GENERAL -NOTES
1 SEWER MANHOLES HAT , RE %.uNSTRUCTED TO 6" BELOW FINISHED
PAVEMENT GRADE AND- ARE TO BE RAISED TO GRADE BY THE PAVING
CONTRACTOR AFTER THE PLACING OF FINAL PAVEMENT.
2 SEWFT AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THESE PLANS AND THE STANDARD SPECIFICATIONS AND
STANDARD DRAWINGS OF THE CITY OF FONTANA, DATED 1975.
3 THE SEWER CONTRACTOR SHALL PROVIDE THE CITY OF FONTANA
PUBLIC WORKS DEPARTMENT WITH AS -BUILT PLANS.
4 THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
LOCATING AND PROTECTING FROM DAMAGE, ALL EXISTING
UNDERGROUND UTILITIES AND STRUCTURES, SHOWN OR NOT SHOWN ON
THESE PLANS.
5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE' CITY OF
FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK ON THE
PROJECT
6 ALL SEWER WORK SHALL BE SUBJECT TO THE REQUIREMENTS OF THE
STATE OF CALIFORNIA PUBLIC HEALTH DEPARTMENT MEMO TITLED
"SEPARATION OF SEWER AND WATER MAINS."
7 THE SEWER CONTRACTOR SHALL VERIFY IN THE FIELD THE-.
ELEVATION OF EXISTING FLOWLINE OF SEWER LOCATED IN BEECH
_
AVENUE. THE SEWER CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCY BEFORE BEGINNING CONSTRUCTION OF UPSTREAM
SEWERS.
8 ALL SEWER BEDDING SHALL BE CONSTRUCTED IN, ACCORDANCE WITH
THE TYPICAL BEDDING DETAILS SHOWN ON SHEET 1.
Construction contractor agrees that in accordance with generally accepted con-
struction practices, construction contractor will be required to assume sole and
complete responsibility for job site conditions during the course of construction California Council
of the project, Including safety of all persons and property, that this require- o f Civil Engineers
ment shall be made to apply continuously and not be limited to normal working g
hours, and construction contractor further agrees to defend, Indemnify and hold & Land Surveyors.
design professional harmless from any and all liability, real or alleged, in con—
nection with the performance of work on this project, excepting liability arising
from the sole negligence of design professional.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SEWER- IMPROVEMENT PLANS
i
I
I
I
I
I
TRACT
1332-3 I
I I
� I
I
\ I
� I
EXIST. 21" SEWER
TRACT 1332511111111 4
INDEX MAP
i 1rr - 1001
i
1• EXtend both ends of cradle or encasement
CO a polnt one inch short of 1st. pipe Joint
beyond locations specified on plans.
2. Apply form oil, thin plastic sheet, or other
acceptable material to pipe, to prevent bond
between pipe and concrete,
3. Use Class l3 concrete for all cases,
Special Construction - Construct 8" C - I. P. with ruchanieal joints or 8' V.C.P.
with special concrete encasement per details above . or 81' VCR. grouted
in continuous steel casing. Length shall be 5' clear each way froonv-weter i++ain.
Specia l construction - Wil I be necessary where. sanitary sewer r wins or laterals
have less than 110 of clearance. .betw"n the bottom, of . 4. & :water rvWn ..and
the top of the sewer.
Special construction will be necessary 'where -the clsarancc - between--the-
at
etween--the of a starm -drain and they top at:. -the sewer - ntrin is betesit-- Go ar d- N `�
This condition is not anti6pswl-on this --project.
r
TE)OST. 8" SEWER
EXIST. S" SEWER
__---I
t EXIST. 8" SEWER
z
Prepared Hy:
ALLARD ENGINEERING
Civil Engineering - Land Stn" - Land Planning
8253 Sierra Avenue
Fmbm California s
358.1815 Fax ( 1785
S -
q
i):: -INDICATES
INDICATES MANHOLE NUMBER SHEET NUMBER
at f�b- 43976
1affTiP. NATIVE 'iOlL : • • • ' • -
I' MAX. 1WE LAWALTED • • • ' �' —
Th 96 •/i
# LU6�
s
2-
c
TYPICAL DEPPM FDR Ve P SEWER
LEI') THAN 1D' DEEP
N.T. ai.
I'k MAX. .-,#y#ZE-.,UlMTEF
TO
PIPE t ,} cs 10LpFESS,
I /W TD 3/+"
i ROCK dEf�DlNfe • •; ... ��� �g E.
.
Flo. 41817 �
EMP. 03131A2
TVFILALP-SEWLr->tr. 'A,
f-//Gf1L AND
UTILITY NOTIRCATIONS
WATER:
SAN GABRIEL VALLEY WATER COMPANY
QUANTITY
11142 GARVEY AVENUE
4 41
EL MONTE, CA 91734
2O
(213) 448-6183
SEWER:
CITY OF FONTANA
HOUSE CLEANOUT PER CITY OF FONTANA STD. DETAIL
8353 SIERRA AVENUE
2 Ems . �.
FONTANA, CA 92335
SCALE:
_A5 SHOWN,
(714) 350-7640
POWER:
SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 788
4 L�'
300 N. PEPPER STREET
A�/E�IUE �
RIALTO, CA 92376
MR. DAVE JONES
(714) 820-5191
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BLVD. ,
FONTANA, AC 92335
PLUG AMID JOIN EXISTING
MR. LOU WESTFALL
7O
(714) 889-9711
i E A.
SOUTHERN CALIFORNIA GAS COMPANY
M/CCER
TRANSMISSION DIVISION
2191 E. BIRCH STREET
BREA, CA 92621
CONSTRUCT DROP NAM14OLE PER CITY OF FON7ANA 5TD.
(714) 529-2889
TELEPHONE:
GENERAL TELEPHONE
9000 HELLMAN AVENUE
'U
RANCHO CUCAMONGA, CA 91730
11O
(714) 999-5639
Construction contractor agrees that in accordance with generally accepted con-
struction practices, construction contractor will be required to assume sole and
complete responsibility for job site conditions during the course of construction California Council
of the project, Including safety of all persons and property, that this require- o f Civil Engineers
ment shall be made to apply continuously and not be limited to normal working g
hours, and construction contractor further agrees to defend, Indemnify and hold & Land Surveyors.
design professional harmless from any and all liability, real or alleged, in con—
nection with the performance of work on this project, excepting liability arising
from the sole negligence of design professional.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SEWER- IMPROVEMENT PLANS
i
I
I
I
I
I
TRACT
1332-3 I
I I
� I
I
\ I
� I
EXIST. 21" SEWER
TRACT 1332511111111 4
INDEX MAP
i 1rr - 1001
i
1• EXtend both ends of cradle or encasement
CO a polnt one inch short of 1st. pipe Joint
beyond locations specified on plans.
2. Apply form oil, thin plastic sheet, or other
acceptable material to pipe, to prevent bond
between pipe and concrete,
3. Use Class l3 concrete for all cases,
Special Construction - Construct 8" C - I. P. with ruchanieal joints or 8' V.C.P.
with special concrete encasement per details above . or 81' VCR. grouted
in continuous steel casing. Length shall be 5' clear each way froonv-weter i++ain.
Specia l construction - Wil I be necessary where. sanitary sewer r wins or laterals
have less than 110 of clearance. .betw"n the bottom, of . 4. & :water rvWn ..and
the top of the sewer.
Special construction will be necessary 'where -the clsarancc - between--the-
at
etween--the of a starm -drain and they top at:. -the sewer - ntrin is betesit-- Go ar d- N `�
This condition is not anti6pswl-on this --project.
r
TE)OST. 8" SEWER
EXIST. S" SEWER
__---I
t EXIST. 8" SEWER
z
Prepared Hy:
ALLARD ENGINEERING
Civil Engineering - Land Stn" - Land Planning
8253 Sierra Avenue
Fmbm California s
358.1815 Fax ( 1785
S -
q
i):: -INDICATES
INDICATES MANHOLE NUMBER SHEET NUMBER
at f�b- 43976
1affTiP. NATIVE 'iOlL : • • • ' • -
I' MAX. 1WE LAWALTED • • • ' �' —
Th 96 •/i
# LU6�
s
2-
c
TYPICAL DEPPM FDR Ve P SEWER
LEI') THAN 1D' DEEP
N.T. ai.
I'k MAX. .-,#y#ZE-.,UlMTEF
TO
PIPE t ,} cs 10LpFESS,
I /W TD 3/+"
i ROCK dEf�DlNfe • •; ... ��� �g E.
.
Flo. 41817 �
EMP. 03131A2
TVFILALP-SEWLr->tr. 'A,
f-//Gf1L AND
AYEA VUE
ITEM
.40%
QUANTITY
1O
4 41
1,85 0 LF
2O
CONSTRUCT 4" EXTRA STRENGTH V.C.P. SEWER LATERAL.
-42nd
I
�
(O!F3 S EETS
No. DESCRIPTION DATE ENG.A.p. VED DATE
HOUSE CLEANOUT PER CITY OF FONTANA STD. DETAIL
PROVIDE "RECORD -DRAWING" INFORMATION 1i'4 2 .p
2 Ems . �.
125 AND 125A
SCALE:
_A5 SHOWN,
3O
CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY OF;
�
FONTANA STD. DETAIL 112
4 L�'
fSA SE L/i1lE
A�/E�IUE �
O EA
"
OCONSTRUCT
SEWER MAIN CONCRETE ENCASEMENT PER
O LF
DETAIL ON SHT. 1
OREMOVE
PLUG AMID JOIN EXISTING
I EA
7O
PR.adjec T
i E A.
OCOIV5TRUCT
M/CCER
4116V1/E
STD. DET. 114- LASE' V1.
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CONSTRUCT DROP NAM14OLE PER CITY OF FON7ANA 5TD.
0 EA.
DETAIL 111,
10
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F007-/.11LL 9ZYO
11O
REMOVE E XI5T. SEWER MANHOLE,
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SAN �BER�A�A/�O A YENUE
VICINITY. MAP
N. t. S.
CONSTRUCTION NOTES AND ESTIMATED QUANrTMES*
'
ITEM
A DEVELOPMENT BY
CITATION BUILDERS
17731 IRVINE BLVD., SUITE 201
TUSTIN, CA 92680
QUANTITY
1O
CONSTRUCT 8" EXTRA STRENGTH V. C. P. SEWER MAIN
1,85 0 LF
2O
CONSTRUCT 4" EXTRA STRENGTH V.C.P. SEWER LATERAL.
-42nd
I
�
(O!F3 S EETS
No. DESCRIPTION DATE ENG.A.p. VED DATE
HOUSE CLEANOUT PER CITY OF FONTANA STD. DETAIL
PROVIDE "RECORD -DRAWING" INFORMATION 1i'4 2 .p
2 Ems . �.
125 AND 125A
SCALE:
_A5 SHOWN,
3O
CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY OF;
�
FONTANA STD. DETAIL 112
4 L�'
4
CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF
O EA
FONTANA STD. DETAIL 128
OCONSTRUCT
SEWER MAIN CONCRETE ENCASEMENT PER
O LF
DETAIL ON SHT. 1
OREMOVE
PLUG AMID JOIN EXISTING
I EA
7O
CONSTRUCT 8" PLUG
i E A.
OCOIV5TRUCT
TERMINAL MANHOLE PER- LITY OF FON-rANA
3 - EA.
STD. DET. 114- LASE' V1.
O
CONSTRUCT DROP NAM14OLE PER CITY OF FON7ANA 5TD.
0 EA.
DETAIL 111,
10
ABANDON EXIST. 8" SEWER MAIN.
11O
REMOVE E XI5T. SEWER MANHOLE,
EA.
Z /z
ConIS17,QvcT "�xr,� slre�N�T� Yc� s�r�r� /V/?1/4/
wrf� co�l�.Q�S.S�o� �ol�Uls
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* NOTE
QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR -
SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND
SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER
AND ENGINEER OF ANY APPARENT DISCREPANCIES IN ESTIMATES.
SO THAT ANY NECESSARY ADJUSTMENT CAN BE -MADE IN ALIGNMENT AND/OR GRADE 8"V � V C.. '. E N CA5-E ME N T DETAIL5 i0' DR DEEPER ��,� CIVIL®�
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE—
CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES N . T. S, 'OF CA00'� CITY OF ECALIFORNIA
NOT ON RECORD OR NOT SHOWN ON THESE PLANS. N • T s•
PUBLIC WORKS DEPARTMENT
'
SOIL ENGINEER
RICHARD MILL & ASSOC.
9624 HERMOSA AVENUE
RANCHO CUCAMONGA CA 97130
(714) 9 8 9 —17 51
A DEVELOPMENT BY
CITATION BUILDERS
17731 IRVINE BLVD., SUITE 201
TUSTIN, CA 92680
REVISIONS:
PREPARED BY:
Trionws E BRAUN
REGISTERED CIVIL ENGINEER NO. 41817
DATE:B I� 0 REGISTRATION EXPIRES 3/31/92
. p
THE
KEITH
, � Su""rm
COMPANIES• CVJWJ?VC=x
41 ,(,,,,,Ga,Z,,,,,
200 Baxer s�� � sea, Cd 92626 M4)640-0800
DRAWN BY:
_l3. N1.
SEWER IMPROVEMENT PLANS
TRACT N0. 13325-4
TITLE SHEET
DATE: s21
-42nd
I
�
(O!F3 S EETS
No. DESCRIPTION DATE ENG.A.p. VED DATE
DESIGNED BY:
PROVIDE "RECORD -DRAWING" INFORMATION 1i'4 2 .p
2 Ems . �.
SCALE:
_A5 SHOWN,
BENCH MARK:
CITY OF-FONTANA BENCHMARK N0.
378, CIRCUIT No. u7-5, 30d NAIL
IN P.P. (NO #) SW COR. BEECH
&FOOTHILL.
ELEV. 1267.84 DATE 9/97
CHECKED BY:
E.0 - Y. P
W.O. -
GZG a��
A,�% .J1 . vpb
APPROVED: ✓"`' '�''
CML ENGINEER R.C.,.. An
FI LE N 0.
/50
DATE: MAY 1988
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