HomeMy Public PortalAboutNorfolk Street at Flint Avenue Sanitary Sewage Pump StationN
h
¢-3"
J
tur
lc
H
1
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.e
h Ni'Stec/ P, a �'
Yen/ !intake) 'e
0' h
h
St 1
/8'— 7"
I iota// Wea/herf/yhf J, 5
F/ush with Tap S/a6.
N
F
L
X
1
4
v
\.
\\, z.--//15/011 riic/ erne/oil
/op c/a/j /2om J.d /a I
\�\ po/n above pone/ board
,.3-
-.
5-0
,N\
/- Co"
3' k 3' Hoch 0 tenings - for
Hatch Cover.e5 e De/aj/ /3e/ow
3'-
c%r
8 -Stec/ fr/»e Yen/
(Exhaust)
F--- 5 -10"
/-4e6 Ver/ 20'
Step -Taper Conc. Fi/e
Top dia.= /5"±
ieemove Exis/
/op 5/o6 (4"t)
of grist /°amp 5/a,
.my_'
.z'5 g /3 "o. c,
9/ Z. e DE-TA/L
No 5ca/e
.Demo ve portion of ex/51
pump 5/o. footings /o c/ear
new construction.
frist Conc. Pile -)
0„
°FY,
3
Clear
3'- /o"
o"
opg.
ROOF PLAN
*45 /2"o.
et-
le- 5"
/3=0"
#56' G"o
4'5 @ /2"o.c.
\\
5- o„
Weother/ight
✓unc//on e'ox
*56) Cac,
/(/o/e ; Cona'ui/ from mo/ors /0
Pone/ /,card 54a// he place/Yin
Conc, floor and wail 5/06 5.
5ECT/ON 5-5
J
0"
21-0"
co
#5& "0.c,
/
m
/0"
A/ofe)
Connect ,S/W eetoys ground
to flange of suction /oi,be
with an approved conduit ground
hub and clomp device.
Feint Conic. Pile
(See Detail)
Lot 9, /3/ock 3
Wee/shore Unit No.1
€5' PUE Line -
Existing /5" V.C.R
port/on of /5" YCP /n
We/ pi offer Com,o/e/e iasto/k6on ,
c\.)
Ensfer/y Line of Nor(olk 577
Disconnec/ exist e// and connect /Os pipe
/0 exist di5c17 p/pe.
Exist /0" force Main
m
Msto// service Pole
(Per/nanen/ /n stoio/,o,,
Customer Owned.)
Property of "The Church of me Nazarene"
ins/a// PVC Conduit underground "
(/5" Cover )
„
M
3 21
#.5 dowels @/2"0.
-1°—Existing Pump 5/c //on
/3 -0"
2e/rove (n)/ -lions of ee/5t,
walls /o /n s/o// /0"pipe d.ch,
Qrou/ yo sea/ offer p/pe ins//n,
io p'i°e) /Q pipe
)/ ,
I I',1Cp --- I
Sum/_ fl
0
Coup/ii2,g
Wrop /0" d5ch, pipe ovAr
exist wet"pit` w/thl an
opproved COrro5/ye' pr
covering,
SECTION A—,4
Existing /5"
r 1
4.1
J
f/ev. too, 40 +
`-�
mme
J
1 —to
/o
6Yeo/her/igh/
e ec/ boxes se/
i7 con c. stab
(Cee 5hee/ e)
9"
E/ev. 87,90
I
= .J
I I
I I
x& 4/um, grale
iver sump ,
Coup/my
-0
N
?`
9- s e/ro.e4t
5/aoyer with 4'
t 5 u' /t""o.c.--
5-/0"
-1('''--"'
b
z
\-#5 do
0
RCN
— 5 PU5.
y-,€14/ Line
4- 4'` 5 &ors - '
k.12"
'r5 5f/irufas & /2"o.c,
fECT/ON x - x
/.
Cv/Zac.r1/-
.z" /3=0„
0
SECTION F
general note 5.
/4 ,-8 „
/o"
SECT/ON C —C
x 3„ Exp on.
i3o/l5
/"
Neoprene ciaske
4
R Cop
Screws 0 B"
SECT/ON
/n
4
3ca/e; 4 /=0"
Typical A// Corner,- /2"o.c, 4'L
5/4ifet- w'/h •"'".5-0 a "O. C.
3 "eoi5ed pattern; /oar plo/e
B Provide 4- //Ffnngs
eaway
3/B" Stiffener ft
Angle Frame- es j "Z.
Miter fi Corners
058
5T/FFENER PLATES
TOP 1-1,47-C11 COVER DETilli 5'
No Scale
We/el icgo, it 7e; 72" wire
mesh E triir2 edges
Melo/ Pike Yen/ to 3"s/re/pipe
vent exhaust (See eoci e Pion)
5ECT/ON E
No 5Caf /e
/BO' Celurn
CONTRACT
AWING
PRINTS NOT BEARING THIS STAMP ARE
OINNETE FOR CONTRACT PURPOSES
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
5,4N/7.4 R y SEWAGE
PC/MP 57,4T/ON
CALIFORNIA
otherwtse
APPROVE
DATE
CITY ENGINEER
BOOK NO.
DRAWN BY 77 L,
CHK. BY
SURVEY BY
DATE
March / 9 Cod
PLAN CASE
3
DRAWER
/0
SHEET
56
.s"J I
4 Pile
/3 '— /0"
/8 '-7"
(Hold)
3--o
yo/d
3'- 3"
2-0"
4 3'
2'- 0"
s
Pi/es
APPQos.. Location o{
fps/ underground service conduit /o e%t rLmp s/a..
g
5' P..u.E,
L
1
is—)
L ----
7r-
5/ape to Sump
/chi?, r per foot
- 1'5 Trimmer /3ars
ro -2 '
Cant, /'4d
5tope
3=0"
r
A
Weather/tight e%/ boxes fi a cond
Stabs - 5 tegd,
-AI'Condo,/ /o Pane/ /3oard
/1" Di s charge Pipe fron7
sump Pump
31-011
I
3=0"
Exist /Swop
Elev. 9/08±
5/ope
3/eper {oat
FOUiVDATION PLAN
L
o
cT
04 A
C610 Cia .
•"
L__
tiX�lct
°F
5' P v e
1
N
1
1
/jock of e,/5/,
5/Lie wo/e
fx/ 5 t. Pump 5/o?/on
__
Proposed Pump Star/on
— L�
,Demo ve ex/St driveway,
and rep/ace with Std curb & sidewalk
far 0779525.
SOUTH
/z
' ri w *-. Lemove e ii5/ curb and sidewalk
C exisf/hq a" Wailer Pipe and eon ruoi-5 /,es res. driveway)
NO. FOL, S TREE T
6 G
Eivsf 4"G -as Pipe
PLOT
PLAN
Stole %u"r /'-0" _.
5x/9f conc curb, gutter f sideway
w w
Note.'
Existing Underground utility ins/a//a/ions
in way of cons/ruction shall he moved by the
respective Util/'ty Company•
F02/115
SECT/ON D -D
0
'fie*. 8770
"
qENEE4L 5TTe /CTU24L N0TE5
CONC/et re 54o// he C/o 55 "4 "- C/ty of 5An /Lle•I /Co stand 5p e c /f eo//0n5 —
wifh matt glum of 4". l/ihra/e placing of a// concre/e with
pnevmat/c e9u/pment• No admixtures permitted without tngineers
gpprova/.
on wa//5 sho// not be removed for 7 days after pouring. Top s/ab
forms shallremain /n place for /4 days after pouring roof slob,
forms for interior wo//s shat/ be plywood,
4/1 e,rposed edges sho// /&e chamfered
F}lctf/LL material shall be 54o# -be- Sandy material, sand or gravel approved by
the Eng /beer, No Clay soils shat/ be used.
8ackfi//ing around walls shall not be ,performed until 2/ days after
pour.
eE/NfOeC/N<y 5/ee/ shall he high bond type, intermediate grade. /3ars shall /ap
o/ least 32 bar drbme/ers at splices. 5p/ice points a/ wo//
re/nforcemenf shall be Staggered.
4/l reinforcing Steel shall be accurately located in /he forms one/
held frn7/y in place before and daring /he p/acing of Concrete by
means of suitable sup or/ devices to Odefua/e/y prevent dispincement
during the course off Cons/ruction and to keep the steel at proper
distance .from the forms.
Chile 55 otherwise no/ed or indicated wa// or >oo//ng reirf icing sha// have
the following Concrete protection
/Nrs,e/oe icAcE5 . - - - / "Z clear
WNE2a G,eou,vo OO WATe-e GONTAc75 Cur
_ - 2' clear
Powee-o 464/Nsr Fo,e, 5
O
N
ELtCTE/C4L 4/11,0 PLUM/3/N6 NoTe5
P/umbinq ; 6" Gate k'o/ves shot/ he efoa/fo Crane
No. 465'e with brass seals ( stems,
Outside screw ?yoke type with clean out.
G"ChecL Valve era/ /0 MEIN with /ever
and spring.
Coup/i a// Dresser or 2o/ogrip
A// f tnhinsgs,5hvoiveshe and pipes sha// he
/25 /h. Cost /ion C/o55 454. un/e5 ,
0./
therwise noted.
tlec/rica/ : Pane/ and 4ece55or/es -square O
A/fernator - Class '039, Ty f e P*/, ?20 V,
GO cyc. 5y are.
if'e /a y s - 5p
W Type 2L/11 Type L .
Iran d�o'rm er - Alo. 241-17 Jefferson
4utorhatic, 930 V Input', //5 v oufpuf,
2 '* W, - Qraybar &/ec/rrc..
Exhaust /9/ower: ere/a/ to A//aa'in . /ower, TjpeP46' k/8337
control/eel by a finne dock such /ha/ oe/ostinert/ act
no/ /ess /hart /5m/nutes "On" or Off
con be- made.
9. E, Motor, it H/?, frame. 48
Nagel 5,('// 33 �C7 /4,//F, /7-25 /P/'/Y/, //*,
5.f. / SE, jernp ,8rse C, //5 vo/f.
Sump bumf.:
Eqyua/ /o fairhonks Morse. Co.
Submersih/e CL - 52 ", I/o �/, or, /2 No /c7/J.
sewage Pumps:
aqua/ % Farrbohks Morse Co. 5-544344'
write /2" /rrrp e/%r, T5C/A� 9" So/ids.
'phase-, t2o .i1o/!0 cycle /5H./' Motor.
Sucfihn 4/ 19— /5 feet
E/ec/rodes shall be as manufactured by fl/w
Controller Corp. and ins fatted as d/rec%d
by the City of San Mateo Port A',hlntenance Man.
V1/HEQc Pewee° ObeecTLY 4o,/Ns% geouNe — — - 3" clear
CONSTeoCT/ON ✓0/NTS, Keyways end joints between adfacenf pours shall be
cleaned and rough/Jed be/ore /.proceeding with next pour.
Proposed Pump 5ta.
CONTRACT
DRAWING
II
II
_____�
FL//Yr AVE,J
existing bump 5ta, III
1i_
II
I I
I
I I
I I
PRINTS NOT BEARING THIS STAMP ARE I I
OB;O1EJ[ FOR CONTRACT PURPOSES 11
L O C4 T/ON
0 II
c,
I 7
Z ;l I 8
II I 0
r
CT
PL4N
No 5ca/e
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO CALIFORNIA
SAN/TARY .SEWAGE
PUMP STATION
WEST5NO25 5USN, UN/T NO"1
/
SCALE _ c•-• 0"
ex cep/ 05 no/
APPROVED
BOOK NO.
DRAWN BY T• L CHK. BY
SURVEY BY
DATE
March /PJeo4
PLAN CASE
%4/G4 3
CITY ENGI DAL
DRAWER
/0
SHEET
56
Ghee f 2 of 2