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VICINITY MAP "
N COUNTY
MOTOR
SANITATION DISTRICTS OF ORANGE
5 DISTRICT NO.
CONSTRUCTION PLANS
RECONSTRUCTION OF
LIDO PUMP STATION
CONTRACT NO. 5-16
.. . -• -CONSTRUCT 48" I. D.
COUNTY
I r::EXIST.
1, --~
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" MANHOLE WITH CAST
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PAV'MT.
INDEX
SHT. DESCRIPTION
NO.
I.
2.
TITLE SHEET a MISC. DETAILS.
PUMPING STATION SECTIONS AND
DETAILS.
DATUM
.
ALL PLAN ELEVATIONS REFER TO
U.S.C. S. G.S. 1929 MEAN SEA LEVEL.
& . NOTE•
I. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A COMPLETELY
DETAILED PLAN FOR THE BYPASSING OF THE FLOW DURING THE
RECONSTRUCTION OF THE COLLECTING CHAMBER, ETC. THE BYPASS
SYSTEM SHALL BE COMPLETELY SAFE AND THOROUGHLY ADEQUATE.
' '
TRANSITE
DUCT.
·• . .
'
4'-011 '' II l!L---'-'=----->ll, IN PLACE T-LOCK
LINER PLATE I ,.
•
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THE STATION FLOW SHALL NOT BE ALTERED, BYPASSED, DIVERTED,
ETC. WITHOUT APPROVAL AND AUTHORIZATION FROM THE ENGINEER.
2. THE AVERAGE FLOW PASSING THROUGH
THE STATION IS 2000 GPM FOR 12 TO 18 HOURS
DAILY.
FABRICATED SUC,TION
GUARD, SEE SPEC'S.
--------1NSTALL-FAN
SEE SPEC'S. '
! I
I.
CORE IIOLES
l~J ROOF AND
FLOOR SLABS
~ DELETE
INSTALL NEW 21" V C.P.
CONNECTOR PIPE AS SHOWN.
FABRICATED S.H;EET METAL
TRANSITION SECTION FROM
CONCRETE
EXISTING CONC.
STRUCTURE ,TY P SECTION A-A
EXTEND CONCRETE TO •
UN DI STURBEDEARTH ,TYP.
FAN TO TRANSITE DUCT.
ALL JOINTS TO
BE AIR TIGHT. ______ __...,__,,
MOUN TING PAD.
__ ~ _EXI ING CONC.
_s : .... :-~ R F SLAB ~ 0),
~
~-:.:-, /~ I r'---J._L.__j_____J____j__j__J___j_J_l___L_J___L__L.__ __ _J
FAN SECTIO
30"
12" 3 I/a" PLACE ~2" DIA. BOLTS
EMBEDDED IN CONG.
AS SHOWN.
INSTALL NEVi' ,,,.-
VENTILAT-lBN FA~J ANO-/ .,.-
~" DIA. META-b-GUA-R-0-/
POST. BE-ACT •
LOCATION 114 FIEL0 / / '\)~
BY ENSINEER, / •• 1Y
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------_J
REIN. CONG. PAD WITH0,
NO. 4 BARS AT 12"0.C. 113/4"
BOTH WAYS, CENTERED:-,--'--f~-.,__:--c-,0;--:~:-iii==~----,-EX. DISCHARGE_)
IN SLAB. (\ I 11 V 5V2
Ii' X I I" SO. PENlf!G 1
FOR TRAN TION SECTION__/
-+
1'-1-~-" 0
O· __ J_
ill I \
__ / \
NOTE
THE PUMP STATION
DISCHARGE HEADER PASSES
UNDER THE VAULT OPENING.
THE CONTRACTOR MAY USE
"'
-..
----._ _ _J
1---
1
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I_
1-i,.)_.,/@, rAPPLY EPOXY COATING TO CHANNEL
/' AND CONCRETE FACING OF NEW M.H. BASE.
TY~E B. AP~LICATION SHALL BE AS RECOMMENDED
REMOVE THIS PORTION OF/ BY 'T-LOCK • EX. CONCRETE • .• •
-...._ EXISTING ROOF SLAB AND MANUFACTURER. \C:°URB a GUTTER
'---'CONSTRUCT NEW SLAB. / ~ND SIDEWALK.
"--SEE SHEET 2. / \ "
\ rl NEW 48" I. D. ---1-y"~ \ I MANHOLE. SLOPE I -t .• ~-! ·.-:;\:,,
\ NEW21"VCP SHELF i"INl2". I • ,j-: ,ti
\ CONNECTOR. I/ I . I . • 11 i I ', ~ \ • ' I I "'· I
\ ""-' 1 / ·,, · . 11 -,
----- --J --r-:-c=~~~--1-• ~--..;_ I ! I I: ', -~ \ /(\. ,---\\ • • I / ,\ .r--_. -l,t--'-~ ·11 l \ . .,, e,~· ,
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~•-___. .. •· -).!_ 5~~~"-Lr' -511r.\=-===-=c.r1-c_:-:...:-:...:-·-.:-:...c-U1 JJ_\ 1/ V-. -
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\ ''--REPLACE EXISl ING 24"
MANHOLE OPENll~G WITH
3G" SHt1 FT, FRAME a COVER .
SEE DETAIL ON SHEET 2.
\ I I : I ~ \ . , : , -----I \
, \ ,_____ , , __ L, fT1 1 ,_EX1STii~G MANr.:,CJLE,
• ~\'-EXIST. V:A TE/4 ~ ER • :-'\ ~~lHTSEWERAGE p LA:,>
AND I" SPR 1;;KLER LINE. o I
CONTRAC70R TO VERIFY \ "' I
LOCAT)'.JN PRIOR TO k-,..J
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J/0 ,,/. ::_~/./::Jl---~N~OT~E:: THIS AREA MAY BE ,w :· ,. ,::' USED FOR PARKING a STORAGE
--------~;~--!7-.-'.'.;'_/ _,__ _ __ --~~NES~~~~~~~:DURING
er./;; .· • /, / , ./ . , • , /, THE CONTRACTOR SHALL NOTIFY
I ,._,,.--"-...,:..../-L:_ , ! THE ENGINEER PRIOR TO ANY
} / E.P, ,TYP../ SUCH USE SO AREA LIMITS
. I / AND AGREEMENTS CAN BE
LI DO PUMP I ~-~ -ESTABLISHED.
STATION /1
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LIGHT \
STD,
SHORT ST.
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COi 11,1TY SAN ITAT!Oi·! DISTRICTS
(;F
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COi✓TR.:SCT
COf~CRETE PAD
NO SCALE
THE BRANCH FROM THE HE:ADER FOR THE STATION BYPASSING SYSTEM_...___-,-___ -_,,,.-·12" STEEL PIPE ABANDONED
_--., ELEV -.500 &.\
• CON!'",· RUCTION. V
'-,[__ _ ~z CONTRACTOR SHALL NOTIFY r---;:---.-----------.--.--~----1
1 THE CITY OF NEWPORT BEACH £ ADDED ASflUIL1 L,LV. Dh'. 11 5~
IN PLACE-1'1TLE
.~
PLAN
SI llli: PS O 1.;;-
(714) 64.d-05:". 3
S:KEE1
DE Tf-e.fLS
• PRIOR TO ANY RELOCATION. r-/1\-::-1 --t--D-EL-E-TE_V_E-NT-IL_A_TI-;, G-Sv_s_TE-M-l-p-5-+-NR-T+--"-'21 DES. C.H't DATE DRAWING NO.
V. C. e CONNECTOR DETAIL ROOF PLAN 8. AND ADDED PIPES
DESCRIPTION DRAWN C--iCCK DATE
SCALE: I"= 4' REV
..,..r::>:~.-,--'c.---1-..c~ -l.?·11 -~_,__ _ ___,
DR' N TR'D REV.
D. C. 5041
& NOTE:
CONTRACTOR SHALL PLUG THE FOLLOWING EXISTING OPENINGS
IN THE DIVIDER WALL BETWEEN THE COLLECTING CHAMBER AND
PUMP ROOM.
al I ea. 2" d SUMP DISCHARGE PIPE.
bl I ea. I i/2" d. PUMP DISCHARGE BLEEDER PIPE.
cl I ea. I" d. PUMPING LEVEL SENSING PIPE.
d) I a□. 3" d. HIGH WATER LEVEL SENSING PIPE.
" 6
EXISTING CONCRETE
T.RANS. DUCT.
STRUCTURE, TYP. __ _____
EXIST. PUMP NO.I
t
DUCT 511.S.LL BE SUPPGR"fED
6" AWAY FROM ',1.'ALL TO MISS
[)(!ST co"c. REIN. LIP OIJ ROOF
& FLOOR S'~ABS.
EXISTING INDIVDUAL HAUNCHES ABOVE,
TYPICAL. SEE SECTION B~B HEREON FOR
NEW HAUNCH.
EXISTING CONCRETE
SEE SIIEET NO.I FOR FAN
BETl'dl ANO MOUtlTIPl'e \
STRU-~T~'~'E, TY~~
..
b • ,
EXIST. 6" CONG. RE IN. LIP.
SEE SEGTIOII A A , 't..
·--SHEET I. --~
PLACE N0.4 BARS AT
12" 0 C. BOTH WAYS.
SALVAGE, CLEAN S. PLACE
EXISTING BAR STUBS INTO
NEW ROOF SLAB.-
TYPICAL.
\REMOVE EXISTING 10" ROOF
\ SLAB AND CONSTRUCT NEW
--l \. \ SLA~,,~:,~SH~WN. --·-
I
. :·.: . • ·;,~ •• ;~,\,j'.•· •
HOOK Ei'lDS.
--EXISTING CONCRETE REIN. LIP
CAN BE REMOVED AND NEW WALLS
BROUGHT UP STRAIGHT. AT
CONTRACTORS OPTION.
AS A SOLID SINGLE MEMBER .. _'. -~ I REMOVE •
1
._-;" ·
COLLECTING CHAMBER TO :. -~ STEEL STEPS. ·:; -~!-.-+---CLEAN AND PREPARE EXISTING FROM ONE SIDE OF THE .r:. ! REMNANTS OF ·•·_ ::: _ _,_ .
THE OTHER. 4 ·: 1 ., ,.. -CONCRETE PER SPECIFICATIONS.
.. . . ,• ' -~ -•
... ' _.l------=::::=:=~~!p:---\--CONSTRUCT NEW BOTTOM AS
SHOWN. SEE SECTION B-8
HEREON.
. · t COLLECTING }, "T-LOCK" LINER PLATE,
·_ . ~:. ;~' CHAMBER ::-( . . SEE SPEC'S. '
B
PUMP
'
NOTE:
... ~ i
• l •. \ ---,
. ,•• . ) ~--_,,-: . -
I B
ri"BLEED ER PIPE -:;J,
--+---·-V :.· ': COLLECTING -~------·------___ .___ ___ _
I
ROOM
:·;-+ CHAMBER ~
~--+--¢:::'.=P··t,··:t· :==::i~ z.--2°' PUMPING LEVEL SENSING Pl EE3'.=P:=:;=======i
... ·Pt •. :·:. t"
EXIST. PU MP
NOTE:
REMOVE EXISTING 8" X 6" REDUCERS
& 6" GATE VALVES. INSTALL 8"
SPOOLS, 8" GATE VALVES AND NEW
8" SUCTION PIPE TO COLLECTING
CHAMBER, FLANGED ENDS,
TYPICAL, PUMPS 1,2 8. 3. _____
,,_ .
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--·7
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<l==~~==o--tvl"BLEED R PIPE~
,. • . I
. • • i
•. ·, :. 'T-LOCK LINER PLATE,
·: -~, TY ICAL. SEE SPEC's
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&¾SMALL PIPE NOTES:
REMOVE PORTION OF
EXIST. 12" WALL AND
INSTALL NEW 21" V C. P.
INLET AS SHOWN.
CONCRETE
MIN. 6" THICK,
•
. DISTRICT WILL RECONNECT THE SUMP
DISCHARGE PIPE, PUMP DISCHARGE BLEEDER
PIPE AND LEVEL SENSING DEVICES TO NEW
OPENINGS.
I. ALL SMALL PIPES SHALL BE SCHEDULE 80 PVC .
2. PIPE SHALL BE FLUSH WITH WALL IN COLLECT-
ING CHAMBER AND WELDED TO PVC"T-LOCK."
3. PIPE SHALL EXTEND 3" BEYOND FACE OF WALL
IN PUMP ROOM. ENDS OF PIP,E SHALL HAVE
PUMPING STATION PLAN
SCALE : 1/2" • 1'-0"
MANHOLE FRAME & COVER,
SEE SPEC'S.
6"
PLATE.
MAh!HOLE
SHAFT DETAIL
NO SCALE
STANDARD THREADS. •
4. PIPE ELEVATION ARE AS FOLLOWS:
al BLEEDED PIPES-7!..o" ABOVE PUMP ROOM
FLOOR.
b) SUMP DISCHARGE PIPE-5'....5" ABOVE PUMP
ROOM FLOOR.
cl PUMPING LEVEL SENSING PIPE-SAME AS ¢.
OF,, NEW PUMP DISCHARGE PIPE, APPROX.
10 ABOVE PUMP ROOM FLOOR.
10
I
~-. 10
NEW CONCRETE •. q.
INTERIOR WALL-----fl~. ,,__;.
CAST IN PLACE
T-LOCK LINER PLATE
t"WIDE STAINLESS
STEEL BAND
EXTEl1D LlrJEh /-1
PLATE 4" Mil~:.>,...../
TYPICAL.~---·
SEE SPEC'S
.... ~-' ·s
' .
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·V
b
'
MOTOR ROOM ~-•• 1 REMOVE {, :: ~ REMOVE TH,,IS PORTION OF
(l)
-r--,
I
. : ~--::·.:· STEEL RAILS._:~_-=,:, • . / __ INLET IS READY FOR USE.
. I ·r .,·; --=c.,= i-== --~, :·-: ·,··.1_,-;-' "4..L....._,___
.: _ ,.,_ .,: ...... · _/.;··= --£-=...--=-~ -:.·._-_-~·--;,'! J _CONSTRUCT BRICK OR
•· =··•·l·-~, ··· •. :BLEEDER PIPES -i' :-_·-::·. -'.·:.'i-* c CONCRETE PLUG.
•
• I
PUMP ROOM
4--'. r ---•: _.·_.·_ • SUMP DISCHARGE~ :~:_: ):::~:~ === ~ 7= ~
~~i~Al~ATE, \ f )?tt~j). ~;~~J~G HAUNCH ~: • • ":r-LocK" LINER PLATE SHALL BE ATTACHE~c~o
(l
~ ,. -}/o-' 1/ K
REMOVE EXISTING REDUCERS, : , .
6" GATE VALVES, a 6" SUCTION :-_:_;_ 1 , ;, OF 8 C.I. FLOAT WELLS.
PIPE. INSTALL 8" SPOOLS, ,
a" GATE VALVES AND a" SUCTION b •
~STOSH~~~-ECTING CHAMBER \t w (!~A:!o!~:TOM . • .... ,·"' •• .• ,
t
~:--~'.<'~~~I
~-NEW 21" V. C.P. INLET,
DELETE!£ . .' ,'C h J ::_ 1 ·•
. .. . ... .. -~-•• • p i.
·-·-
SEE SECTION A-A, SHT. I
).~~::\f)/~;--~_:·< .. _~: ___ ----------------------
PUMPING LEVEL SENSING PIPE *
_II' -0" ______ . ____ _ 11'-o"
22° OUTSIDE DIAMET_E_R
SECTION B-B
SCALE: 1/2"• 1'-0"
_EXIST. CONCRETE
WALL.
AS BUILT DM 11-7-69
DELETE VENTILATING SYSTEM AND ADDED PIPES PS NRT 12·26·6 e
REV. NO DESCRIPTION DRAWN CHECKED DATE
\
• PIPE OR CTHER ITEf,\.
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SEUIRl,,;_AN -Sil.v.i.PSON
TYPICAL EXTENDED LINER PLATE SHEET
NO SCALE 5041 .•
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PPI r,OVEI DAT[
REVISIC•t~S
AS BU r LT
COUNTY SAf\1 1TATION DISTRICTS GF
ORANGE CCL'NTY, CALIFORNIA
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1525 SO. GRA!~D AVENUE
SANTA ANA, CA. 92705
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