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CON S V L TIN C3 RN" O I INT E 111 R S
ENV" IRONMF. NTA L PLANNIE RS
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ft'Ut,t-IC UTILITY MENT,
Gug_i/E ,
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Mr... FrArep AStie TDS CEMENT P\rE_,
VTDRM Iii 11.1 A1AM 4OL-E ; CATCAI i sIN, A1pl . aK&Sla,
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coP4tITAg.I `•t.WE:K-. LIME V4111 -I G' LAThIra_
SANITARY SE.WET-- FOKZCE MAIO,
EittSilNG SW-Cer LIGAIT sTrcEr Licawr (NEw),
FULL t;OX t=01Z. UNDEP-..GKDuMD UTILITIES)
EXISTING P1KEWWRANTi FIRE wfprAOT (NGw),
WATeFt s VjC>`. L-Oc-A7Iot I (to' -TYP.) exaEPT
Y.:Her-a OTHE.RWise SHOWN (Le. S'FKtwt 1`L-cr..ctC)
qe.saoi "Rath
1. All work shall be performed in accordance with City of
San Mateo standard drawings and specifications unless
otherwise shown,
2. Contractor to verify location of all utilities and
services and to notify appropriate agencies during
construction.
3. Construction of water, electrical, gas, and telephone
systems to be performed by utility companies.,
Contractor shall install Cable TV conduit in utility
trench. Contractor shall coordinate his work with
the appropriate agencies,
4. Electrolier foundation, poles, fixtures, conduit and
cable to be furnished and installed by contractor.
Connection to secondary distribution system to be
made by PG&E. Electrolier poles to be 25' cobra type
with B' arm.Luminaires to be 100 W 240 V High Pressure
Sodium Vapor.
5. Contractor to construct sewer laterals to a point 2'
minimum behind back of walk and to mark end of pipe
with a single length of rebar projecting above grade.
Top of curb to be subsequently stamped with an "S"
above sewer lateral.
G.
Water system is to be constructed by California Water
Service Company, Services are to be 10' from property
corner except where otherwise shown.
A xnvia
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7/5_1-.27_
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Contractor agrees that he shall assume sole and complete responsibility for job
site conditions during the course of construction of this Project, including safety of all
persons and property; that this requirement shall apply continuously and not be lim-
ited to normal working lours; and that the Contractor shall defend, indemnify and
hold the Owner and the Engineer harmless fromany and all liability, real or alleged,
in connection with the performance of work on this Project, excepting for liability
arising from the sole negligence of the Owner or the Engineer.
Iataxov,Part e t Ream -0
V1CIN mil MAP- KeY MAP- LE etw -GENERAL KOTEcb-
e*EEeT tPPEX -TV?. sEcnctl -APL v.6.t_S -
DATE ..Yat.1. 77
SCALE At' noted.
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REVISED IA 77
JOB NO.tj()S- C,
Frahm • Edler • Cannis
C O N S TJ L 'I` I N O E N O I N E E R S
N V I P- O N LS E N T A L P L A N N E R E9
2260 BAY ROAD • REDWOOD CITY. CALIFORNIA 91063 • TELEPHONE 415 3695588
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DATE JAI. -17
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Wrf4 eM DEC.O GROUT
SUMP D15G(Ai AC L NF.
10,118445-
1. Lift Station to be Gorman -Rupp Fiberglas package station
with two 4"x4" Model TA4-B centrifugal pumps capable of
pumping 30 GPM minimum with a TDH of 12 feet, and pumping
no more than 125 GPM with a TDH of 10 feet. Pumps to be
700 rpm, but speed shall be adjusted in field if required
to meet flow requirements, Motors shall be single phase
1 HP with overheating shut-off feature. Pump controls
shall have alternator, and shall be provided with inter-
lock feature which shall prevent both pumps from operating
simultaneously. High level alarm feature shall be
provided. Station to be installed in accordance with
these drawings and specifications, and in accordance with
manufacturer's instructions. Alternate type package pump
station to be permitted with approval of project engineer
and City of San Mateo,
2. Sheet piling for pump station'may remain in place after
construction where it will not interfere with subsequent
facilities to be constructed,
3. Backfill to be
Backfill above
except sand to
sand at least, up to top of bay mud,
level of bay mud may be select materi
be used around pipes„
c
4. All sewers crossing the line of excavation for the wet
and dry pit shall be protected against settlement by
encasing in 18" ACP or RCP in such a manner as to leave
one pipe length free to rotate between two joints as
differential settlement occurs.. Encasement pipe to be
sealed with bitumastic type material.,
5. All Ductile iron Pipe (DIP)'in wet pit or exposed to soil
is to be coated with coal tar enamel lining per Standard
Specifications 207-10.4.4. Al buried DTP, below and
above bay mud; to be enclosed within polyethleyne film
which shall be sealed against moisture. DIP shall have
mechanical joints. Flanged joints permissible in wet pit.
6.. Base slab to be 2500 psi concrete, sidewalk structural
slab to be 3000 psi concrete.
7. Cathodic protection to be provided as per PC&E drawing
283593, with 60 lb. zinc anode. Anode to be connected
electrically to all exterior metal pipe.
8. Pumps to be tested and performance approved before
construction of sidewalk and paving over pump station.
cot- cot.
T1'r1Cac. pipe surPo..T
AGCOCS-TR.F.14Gi tee
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mu.
,.- LIMIT OF excasvotOM
IVE.E STD. 'DROP M't4MoLc
V TANL.(-5-1-los)
tits), 65,%O
loo
9Py
94
94
91
B?
&1•P' 670 D. i , P' Wi2H M.3, (MEC44AN IC L J011') GOMNecTb 1C3 Pi,{mp
t.'TXTIDN FITr11.4G, AND EsICA5E5 CONTeakCTD . IMSTALL6P
iNue't'Lf• LIME ( 4,21$ N.P.T. )AND SUAP PUMP P1sC44AFAt
Lime (R Ye PXC..). 6useoweg. LINE ib St,.OPE Cot-ITINUDU 1..'{
DON tit WAKTP F12.0fr1 WET FIT TO DR`C
44'r1,l,P SUCTION LAVES WrM M>3.r'tA4 CAL 401WT FIT[INGS•
CONNECT TO M.J.FURRtJ1S4eD WITl4 l iet S17Cu0 .
4v D.1,P ZZ%z° BEAD (sucTio t LINE)
4' ("J.P. (2UGTILE IR0M•t PIPE),('SUGTIot4 LINE)
C5)- 4° D.1,P ELL, ccuc,-r4o 4 L46tE)
S.peciat tdctt :
'The S9 E eweR. L ka DOANSTR.EjJA t✓t-OM ThE LIFT %TATOW
ISO ±+}OMes AND WILL. t.10' Ac t?T AN ADDITIONAL
LOAD JP MORE- m4A44 IZO GPM wrn+OLT -rwe Uo.N41M OF FtiontiCA
r.-X1TINCa 4+0M E4, Gf*a1RAGTbs MUST EXeCCeE. CAt1T10N TO
It4SUP.E - T NO YOKE -114-AN 110 C-eM Dj AIrGE>:) 114TO
-Ikt. LINE PU IZI N G, COfJ' TR.Uc"il oN . FLOW RACE 54- .1ALi, ibe MEM-U RE'D
MID CA1,ITRAL`.- A1JD MI TDK ceEep ADJUSTeo BY
CONTRACTOR. GO 714 -AT MAX. ?u kr OUTPUT t tt0o GPM ,
a()tXl. SCctthvo cu t ct l7�tQ�t.e t,
LIFT STATlo1,1 AWD WET PST
DALE - 77
SCALE ye.)=4'—Q
DRAWN C4 ---
Chatham, ewot
i Y lot er, txl, Yilatee CeLtitil CaLZfOLrLl0..
Frahm • Edler • Canis
CHECKED
REVISED 7/15/77
JOB NO SOS 4t
c�
C O N S O L T I N O H7 N O I N E E R,
EN VIP. O1'4 M111 N'II A L PLANNERS
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