HomeMy WebLinkAbout1509-1GENEI�tAL 110TEB
1. SEWER MANHOfEt SHALL BE CONSTRUCTED TO 6" BELOW FINISHED
PAVEMENT GRADE AND ARE TO BE RAISED TO GRADE BY THE
PAVING CONTRACTOR AFTER THE PLACING OF FINAL PAVEMENT.
2. SEWER AND !APPURTENANCES $HALL BE CONSTRUCTED IN
ACCORDANCE WITN THES$ PLAN{ AND THE STANDARD
SPECIFICATIONS AND STANDARD DRAWINGS Or THE CITY OF
FONTANA, DATEb 1975.
3. THE SEWER CONTRACTOR SMALL PROVIDE "M CITY O'F FONTANA
PUBLIC WORKS. bEPARTMENT WITH AS -BUILT PLANS.
4 THE SEWER CONTRACTOR SHALL !t FULLY RESPONSIBLIJ Folt
LOCATING ANQ PROTECTING FROM DAMAGE, ALL EXISTING
UNDERGROUND UTILITIES AND STRUCTURES, SHOWN OR NOT SHOWN
ON THESE PLANS.
S. CONSTRUCTION PERMIT'S SHALL BE OBTAINED FROM THE CITY 'OF
FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK ON THE
PROJECT.
6. ALL SEWER WO ft SHALL B! SUBJECT TO THE REQUIREMENTS OF
THE STATE OF CALIFORNIA PUBLIC HEALTH DEPARTMENT MEMO
TITLED "SEPARATION OF SEWER AND WATER RAINS."
7. THE SEWER CONTRACTOR SHALL VERIFY Ilii THE FIELD THE
ELEVATION OF 'EXISTING FLOWLINE OF SEWER LOCATED IN LIVE
OAK AVENUE*.' THE SEWER CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCY BE'r ORIS BEGINNING
CONSTRUCTION OF UPSTREAM SEWERS.
• . ALL SEWER DeDDIN ;DILL bE CONSTRUCTED SI ACCORDANCE WITH
THE TYPICAL 6EDDING DETAILS SHOWN ON SHEET I.
PRIVATE ENGINEERrS NOTICE
T'HE EXISTENCE AND LOCATION 07 ANY UNDERGROMM UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE
AND SHALL BE CONFIRMED l!Y THE CONTRACTOR, SO THAT ANY
NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/Olt GRADE OF
THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN
AND ANY OTHER LINES NOT ON RECORD OA 'NOT SHOWN ON THESE
PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT XN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO 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 BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY
AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 'AND ALL
LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
SEWER
TRACT
406 z0oreeyr"'
f�b� � i2tdars colt-
.
M ,
IMPROVEMENT PLANS
13325-1 PHASE
• no eco%,�
liter! erg
or' f�Ir' ,caoiCc7 Off/ r -/t7/
I��, t�l�Dr�s�►rf/ �dfi.�ci7►
6L MOW ewboa 40
�!� on�d aarrcn� ea• .
Cog_
S►pccirl Coneb-uetkm - Construct d" CI.!! wiM mechanical Jew" or 8r VC.1!
with special eoncret& tricesement per details above or 8" V.C.P. grouted
in cantin M steel casing. Length shall be S' char each wiry fmm *vur ruin.
Special aorlstrtxtion veif I be necessary where semitary sever farms eW Intra%
beeve kss thin It" of clearance between the batten* of . the water rnelM and
the top of the xv a r.
special co"Structim will be necessary where the etsarsnec bttwttn the bettap"
of a storrn _again and the tear of tRt sewer 1411t is ktte-n 6' VW W.
This cdneritien is net witk-ip eed on t1Mb project.
1
FUTURE
TRACT 135215-2
b
tELE[T& NAIT W Im•; ; Z
To 96 0/
r MAX. ANZ E LOWALT E P •'
4
s �
f
TYPICAL BEPMA FfiR V41P SEWER
LEIIi THAN W DEEP
N.T. *'�.
N/eSi/L.�OND
UTILITY NOTIFICATIONS
MATER.:
SAN GABRIEL VALLEY HATER COMPANY
11142 GARVEY AVENUE
EL MONTE, CA 91734
(213) 448-6183
SE"l/ER:
CITY 0!' F'Ol"Aft
8353 SIERRA AVENUE
FONTANA, CA 92335
(714) 350-7640
PoNER,
SMTHERN CALIFORNIA EDISON COlPANY
P.O. box 788
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
,+tom
(714) 820-5191
SAM
SOME RN CALIMMA GAS COhIPAIt"T
16231 VALLEY BLVD.
FONTANA, CA 92335
M
LMR. LOU WESTFALL
.(714) 889-9711
�ue�
SOMER CALIFOYMA GAS COMPANY
'TRANSMISSION DIVISION
2191 E. BIRCH STREET
BREA, CA 92621
(714) 529-2889
TRLEPRON
iGLWItAL TELEIMONS
9000 HELLMAN AVEC
�
(RANCHO CUCAMONGA, CA 91730
�j
(714) 945-3562
PACIFIC BELL
3939 E. CORONADO
ANAHEIM, CA 92807
(714) 999-5639
PRIVATE ENGINEERrS NOTICE
T'HE EXISTENCE AND LOCATION 07 ANY UNDERGROMM UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE
AND SHALL BE CONFIRMED l!Y THE CONTRACTOR, SO THAT ANY
NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/Olt GRADE OF
THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN
AND ANY OTHER LINES NOT ON RECORD OA 'NOT SHOWN ON THESE
PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT XN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO 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 BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY
AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 'AND ALL
LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
SEWER
TRACT
406 z0oreeyr"'
f�b� � i2tdars colt-
.
M ,
IMPROVEMENT PLANS
13325-1 PHASE
• no eco%,�
liter! erg
or' f�Ir' ,caoiCc7 Off/ r -/t7/
I��, t�l�Dr�s�►rf/ �dfi.�ci7►
6L MOW ewboa 40
�!� on�d aarrcn� ea• .
Cog_
S►pccirl Coneb-uetkm - Construct d" CI.!! wiM mechanical Jew" or 8r VC.1!
with special eoncret& tricesement per details above or 8" V.C.P. grouted
in cantin M steel casing. Length shall be S' char each wiry fmm *vur ruin.
Special aorlstrtxtion veif I be necessary where semitary sever farms eW Intra%
beeve kss thin It" of clearance between the batten* of . the water rnelM and
the top of the xv a r.
special co"Structim will be necessary where the etsarsnec bttwttn the bettap"
of a storrn _again and the tear of tRt sewer 1411t is ktte-n 6' VW W.
This cdneritien is net witk-ip eed on t1Mb project.
1
FUTURE
TRACT 135215-2
b
tELE[T& NAIT W Im•; ; Z
To 96 0/
r MAX. ANZ E LOWALT E P •'
4
s �
f
TYPICAL BEPMA FfiR V41P SEWER
LEIIi THAN W DEEP
N.T. *'�.
N/eSi/L.�OND
Ap2�w
•(CY/1L
.a0
R
QasEt.�
,+tom
M
SECT
�ue�
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���t
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VICINITY MAP.
N.T.S.
CONSTRUCTION NOTES AND ESTIMATES QUANTITIES
j�g9ANTITY
xW O CONS CT 12 • EXTRA s'I'RLWGTH V . C. !. SENEI! 1Rl►I11.. ............... Z 6 O L. -F.
coxsTRucr ON EXTRA sTRaxM V.C.P. tax MAIN.... 48 19 .1 6'.F.
4[LELI"EP y 3� CONSTRUCT 4" EXTRA STRENGTH V.C.P. SEWER LATERAL HOUSE
r MAX. ,WE LAVIM� �42 CLEANOUT PER CITY OF FONTANA ISTD. DETAIL 125 AND 125A
TD '10.1-L _ 2
�.7 CORSTRUCT STANDARD PRE -CAST MANHOLE PLR CITY OF FONTANA
rl " s STD. DETAIL 112 ... _ _ _ . .14 to .
ROCK BONNr 'r
�•:: � ...• :.. s� CONSTRUCT sEWER TEIZ1RINhL CLEANmTrr PER C`ZTY aF !'OI'e1TANA
STD. DETAIL 128 .............. _ .... 2 EA.
6. COIRSTRUCT !SEWER WAIN CONCRETE ENCASEK.-M PER DETAIL OSI::
0
3HT. 1 0 (►.
TYPILAL PEPPWA FbK V4 r S EWER ......
10DR PEE PM CONSTRUCT s PLUG .. _ ...... ..:... i EA.
Ai . T. `7 . a, CONSTRUCT 100 E x T RA STRENGTH V. C. P. SEWER MIA I N ............ .....14 02 L I!
FUTURE TRACT Il325-+1
Oman OWN it sum SM MM r 0=0r �u
Irl MAP
Aoafea-Am �''7�b�Ifof� mor
�co�o 1�'ee►rje���i�bor►
--lixricoho8 ��e� �irrb�,r
c--W'flERWISE P TLD
REV tS I ONS : APPROVED BY:
N0.Mbullirtlux ENG'R DATE ArrKUTtU RIE THOMAS t. 6RAUM
IFA DEYELOPMENT BY DATf; 3t IL
CITATION BUILDERS APPROVED BY:
31 I RY I NE ILYD .. SUITE 201
TUSTIN. CA X92850
0►A'I''E
r-�
LJ
QUANTITIE8 SHOWN ARE FOR' PERMIT PURPOSES ONLY. COMMACTOR SnLL
BZ RESPONSIBLE FOR HIS OWN ZSTIMATE FOR BIDDING AND SHALL BID A
COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF
ANY APPARENT DISCREPANCIES IN ESTIMATES.
QROf ESS/��,
SMAS E.
°c Ems, 3/Sv/� 7O
CITY OF FONTANA. CALIFORNIA
I'u�
oF c�°�` PUBLIC WORKS DEPARTMENT
t� .a..�. DRAWN bY : SEWER IMPROVEMENT PLANS PATS '
KE
REGISTERED CIVIL MCINEER NO. 41617 COMhNM DESIGNED B
REGISTRATION EXPIRES W31186- JV BWWr WCa ,,wCA9JKXON) 54"M . TRACT NO, 13325-1
J�-
SCALE: BENCH MARK: CHECKED by i2 "T'S
ell •P hates• SaNewmart N*.379
' TITLE SHEET
core.lt Ne.s?-s.aol Nalil i. P.P. L`.C.-`(r f
toot" SW c.►.N*..h 4 feetA I I I t 11)0
DATE OCT. 1987 El...1267.94 Date sitz W.O. tNr2IWfEK R.al.1 9�