S-73-7.3NOTE:
A INSTALL VINYL PLASTIC LINER PLATE ON ALL
EXPOSED CONC. SURFACES EXCEPT CHANNEL
BOTTOM. PLACE NON -SKID SURFACE ON MANHOLE
t SHELF.
+ MANHOLE FRAME 9 COVER
O ALHAMBRA
ELEV. 262M < FOUNDRY A -1270 OR
r APPROVED EQUAL.
N
FINISHED SURFACE
COVER IN FRAME
r 4 SEE TOP SLAB DETAIL SIMILAR TO FLYGT MODEL 'B' STA. 2 + 51.57
CE-17 LIGHT DUTY ACCESS COVER, CONTROL CENTER 1 N 3587.67 E3983.50 FUTURE CURB
ICOMPLETE WITH UPPER GUIDE ABOVE GRADE
BRACKET a CHAIN HOOK.PROVIDE CE1
CHAIN BARRIER PER DETAILS ON '
SHT. 4. _ 2- 3" C.I. DISCH PIPE
4" VENT AUTOMATIC LOCK AT 90• 2 , 8 "V.C.P. WELL,
- _ WITH MANUAL RELEASE HASP IN STAPLE
1 ` >`�Ch ^•Glc� ' , �•,c., ':.r :v s:... v: 11= ((� :Ifip
i .
:0
8 9%
,' WELL (} V: O..
PRECAST CONCRETE MANHOLE :D i m_
ASSOC. CONCRETE 1 _ :.
�' GUIDE RAILS ; , ... "-• .._�_,__ in
\e
PRODUCTS, INC. No. 76 FT 24 -OFP,
2 1 =2 4• 6' 6' OR APPROVED EQUAL. 2" GALV. PIPE"
- CONDUIT LOCATION. - - -
5'-0" I. SEE PLAN CHAIN cc 4
HOOK o+ a o:
LIQUID LEVEL o w La
FORCE MAIN `' p' p 0: REGULATOR A .. ....... 17 0 O
4 C.LP �. « DRESSER COUPLING CONTROLLER ELL
�.: 2- 3 C.LP. p m .
'STYLE 38 CHICAGO PUMP. c � � ,+► I
ELEV. 24.30 Q:, Y-60
. _ . D D. 20 2%0
O `- �, _ - DRAIN
2233 a" C.IF.S. 2 :3 p Q IN�I Q`v, SUPPORT BRACKET C3 "
2
v:. o v.:.. O - - I ,
E-rl
1.
.r
21.85
INV �A " SECTION A -A 4 DISCH PIPE 3 PUMP
CONTROL UNIT
ET CONDUIT 8 POWER CAB E
_ /+
CE -17 UNDER CORNER TO CONTROL BOX .
(A OF OPENING -.
SECTION 3 "0.1. 9" PLAN VIEW GRADE ELEVATION
DISCH PIPE MIN. N. T. S.
�r 60" LD. PRECAST
TRAP MANHOLE N O. 1/ 4 N CONCRETE MANHOLE
ASSOCIATED CONCRETE
N. T. S. cE1
PRODUCTS INC. WITH '
T -LOCK LINER PLATE.
/ I
SAS ^ 9,
/ ^^
HIGH WATER ALARM_: A ICt USE OFCFRAMEIrFOR� REFERENCE
STA. `l
STA. 0 + 00 1 / WHEN LOCATING ANCHOR BOLTS.
N 3 2 E3 - 9' V.C.R / PUMP NO.2 ON WELL
..D.:.
p..� LINE "En I ' _ PUMP NO. I ON i% I L3, ,Qi'ti
PROPOSED 8" C.I. R D _ `
•:v; Out -
• — J
FROM M. H. x' 17 � I � to i :. PUMPS OFF i _' � - �� �i�•• a
H. W. EL. 13.00 j `O
I 1 .: i CONTROL gUL!{
I N
AN
SHELF -
�� LIFTING CHAIN I CONC. FILLET TO BE o CCESS COVER
13.00 N INV. ' L.W. E I.I1.0 ALL EQUIPMENT d CONTROL • NI «I
i f 6 -5/8 ANCHOR
- BULB AT LOW WATER " wl (N I BOLT PROJ.If" J�
FILLET CONTACT LEVEL EXPENSION BY 6 . _
I .p. _
_ - _ __ y;
v R I SHELF f' _ -T -i-f- i- -- - `Q(/.
6? MODIFY EXIST. CHANNEL Q• <..CABL EN "
A SHOWN •� -- .- ' \ • � .•• 3
r�
GROUT AD. �PbWER CABLE
DUPLEX PUMP :p TO
_ ... similar to �. I" 2a"
LINE "C" *4 at 18" O.C. �I `�, FLYGT CG -3065 HOLD THE DIMENSIONS
EXIST. 8 - MAINTAIN VERTICAL ALIGN -
w CONTROL ; _ f a y : =':GF SEE SPECIFICATIONS MENT OF GUIDE BARS.
CENTER 4
a'•
EL 9.00
ENCLOSURE ...�. .. -•.:: •.;.:.,. ,.•,••,:..- : :'.:......... %
MODIFICATION TO BOTTOM OF EXISTING MANHOLE No. 16 3 W , "Qp:'L °� �=N WELL
t7 �. !� 1i 204
1 z
04 m 6° O.C. O I p a f
N. T S. 2 EACH WAY
{t
m 3" CLEAR
Z W � 80 •
PLAN VIEW BASE ELEVATION
NOTE:I. PLACE PREFABRICATED VAULT LEVEL ON MIN. 8 "CONC. SLAB. FLOOR SLOPE of I% TO DRAIN. 20 N CONCRETE BASE
2.PLACE CONC. SUPPORTS BENEATH GATE VALVES. I J W o I - p a N. T. S.
„ ^ O aD CONTROL CENTER • • a>�d oso
4 -0 x 6 -6 PRECAST
00 �cl�tf y°3 ..l• eo�
CONCRETE VAULT p. LIFT I 00 FOUNDATION S E C T I O N
WITH 6" WALLS �:,0; //'�� D Q 2 LENGTH AS READ.
SIMILAR TO BROOKS 4',.;� STATION E �; o z TO EXTEND 3 "ON AGGREGATE BASE
:(%• .O:•' �.: O BOTH SIDE OF
PRODUCTS INC. F W -500, "' ' ' ' F ENCLOSURE c /�
PROVIDED w /PIPE OPENINGS _ Q <4 LIFT S T AT I O
AS SPECIFIED BY THE ^ 3 0
CONTRACTOR, FOR 4'0" �p 3 C. I. P, / 0 3.473
DEPTH WITH PARKWAY cs
COVER 8 FRAME fl. -_ z - " - r
,Q w = 3 c.1.e'� y 5/8"03t 9 "ANCHOR BOLT - -- - - J.N. 5020 Dwg. Na CE -16 -
IF 500-9: > > 0 DRAIN Qr a LO ATE AS REQ D.
DRESSER COUPLING 3� a0 >; O Y W 3" PREPPED UNDER THE SUPERVISION OF ENGINEER: COSTA MESA SANITARY DISTRICT
STYLE 38 00 > 0 W — _. a " MIN. 24.9 t L � ' � %/� 13
— - �o►, Y q m -. TOP COVER
w0a rM wir4 = m� M ` v,JACK D. PALLER - CE 7863 DATE DONALD E. STEVENS DATE
e O azvj =w o: 0 m I 3 /4'CHAM ER UJ
4'x4 x4 nz inm0 M,JO Otlf EXPANSION •..,;•.,•.
4'c.l.P „ voM o = wo �r GRUEN ASSOCIATES
WYE _ 6330 SAN VICENTE BOULEVARD
Q \ JOINT �,,CQ i�-, ,
;:;�j•:�' LOS ANGELES, CALIFORNIA 90048
o V•:
•' J H
•s a..' °�: CONSTRUCTION RECORD COSTA MESA SANITARY DISTRICT
- ,.. _ o CONTRACTOR
Z�:° TDR COSTA MESA CALIFORNIA
* 4 BARS . 0. STARTED:
COMPLETED:
" coNT. SEWER IMPROVEMENT
REVISIONS
SPOOLS MAY BE DELETED 1 -6 TYP. - AGGREGATE BASE N0. DATE: DESCRIPTION BY
FOR
PLAN AT OPTION OF CONTRACT I II -15 SOUTH COAST PLAZA EXPANSION
73 DETAIL 2 3 4 4 A.D
r CONTROL CENTER 1_A SCALE: I " ■10' RECOMMENDED BY. DRAWN BY: A.A.P.
VALVE VAULT N. T. S. 16 DATE: TITLE DESIGNED BY:
N. T. S. - - cE I A. D.
"AS BUILT PLAN
40 SHEET 3 of 4
/
f
i
r
t
7.
I.
NOTE:
A INSTALL VINYL PLASTIC LINER PLATE ON ALL
EXPOSED CONC. SURFACES EXCEPT CHANNEL
BOTTOM. PLACE NON -SKID SURFACE ON MANHOLE
t SHELF.
+ MANHOLE FRAME 9 COVER
O ALHAMBRA
ELEV. 262M < FOUNDRY A -1270 OR
r APPROVED EQUAL.
N
FINISHED SURFACE
COVER IN FRAME
r 4 SEE TOP SLAB DETAIL SIMILAR TO FLYGT MODEL 'B' STA. 2 + 51.57
CE-17 LIGHT DUTY ACCESS COVER, CONTROL CENTER 1 N 3587.67 E3983.50 FUTURE CURB
ICOMPLETE WITH UPPER GUIDE ABOVE GRADE
BRACKET a CHAIN HOOK.PROVIDE CE1
CHAIN BARRIER PER DETAILS ON '
SHT. 4. _ 2- 3" C.I. DISCH PIPE
4" VENT AUTOMATIC LOCK AT 90• 2 , 8 "V.C.P. WELL,
- _ WITH MANUAL RELEASE HASP IN STAPLE
1 ` >`�Ch ^•Glc� ' , �•,c., ':.r :v s:... v: 11= ((� :Ifip
i .
:0
8 9%
,' WELL (} V: O..
PRECAST CONCRETE MANHOLE :D i m_
ASSOC. CONCRETE 1 _ :.
�' GUIDE RAILS ; , ... "-• .._�_,__ in
\e
PRODUCTS, INC. No. 76 FT 24 -OFP,
2 1 =2 4• 6' 6' OR APPROVED EQUAL. 2" GALV. PIPE"
- CONDUIT LOCATION. - - -
5'-0" I. SEE PLAN CHAIN cc 4
HOOK o+ a o:
LIQUID LEVEL o w La
FORCE MAIN `' p' p 0: REGULATOR A .. ....... 17 0 O
4 C.LP �. « DRESSER COUPLING CONTROLLER ELL
�.: 2- 3 C.LP. p m .
'STYLE 38 CHICAGO PUMP. c � � ,+► I
ELEV. 24.30 Q:, Y-60
. _ . D D. 20 2%0
O `- �, _ - DRAIN
2233 a" C.IF.S. 2 :3 p Q IN�I Q`v, SUPPORT BRACKET C3 "
2
v:. o v.:.. O - - I ,
E-rl
1.
.r
21.85
INV �A " SECTION A -A 4 DISCH PIPE 3 PUMP
CONTROL UNIT
ET CONDUIT 8 POWER CAB E
_ /+
CE -17 UNDER CORNER TO CONTROL BOX .
(A OF OPENING -.
SECTION 3 "0.1. 9" PLAN VIEW GRADE ELEVATION
DISCH PIPE MIN. N. T. S.
�r 60" LD. PRECAST
TRAP MANHOLE N O. 1/ 4 N CONCRETE MANHOLE
ASSOCIATED CONCRETE
N. T. S. cE1
PRODUCTS INC. WITH '
T -LOCK LINER PLATE.
/ I
SAS ^ 9,
/ ^^
HIGH WATER ALARM_: A ICt USE OFCFRAMEIrFOR� REFERENCE
STA. `l
STA. 0 + 00 1 / WHEN LOCATING ANCHOR BOLTS.
N 3 2 E3 - 9' V.C.R / PUMP NO.2 ON WELL
..D.:.
p..� LINE "En I ' _ PUMP NO. I ON i% I L3, ,Qi'ti
PROPOSED 8" C.I. R D _ `
•:v; Out -
• — J
FROM M. H. x' 17 � I � to i :. PUMPS OFF i _' � - �� �i�•• a
H. W. EL. 13.00 j `O
I 1 .: i CONTROL gUL!{
I N
AN
SHELF -
�� LIFTING CHAIN I CONC. FILLET TO BE o CCESS COVER
13.00 N INV. ' L.W. E I.I1.0 ALL EQUIPMENT d CONTROL • NI «I
i f 6 -5/8 ANCHOR
- BULB AT LOW WATER " wl (N I BOLT PROJ.If" J�
FILLET CONTACT LEVEL EXPENSION BY 6 . _
I .p. _
_ - _ __ y;
v R I SHELF f' _ -T -i-f- i- -- - `Q(/.
6? MODIFY EXIST. CHANNEL Q• <..CABL EN "
A SHOWN •� -- .- ' \ • � .•• 3
r�
GROUT AD. �PbWER CABLE
DUPLEX PUMP :p TO
_ ... similar to �. I" 2a"
LINE "C" *4 at 18" O.C. �I `�, FLYGT CG -3065 HOLD THE DIMENSIONS
EXIST. 8 - MAINTAIN VERTICAL ALIGN -
w CONTROL ; _ f a y : =':GF SEE SPECIFICATIONS MENT OF GUIDE BARS.
CENTER 4
a'•
EL 9.00
ENCLOSURE ...�. .. -•.:: •.;.:.,. ,.•,••,:..- : :'.:......... %
MODIFICATION TO BOTTOM OF EXISTING MANHOLE No. 16 3 W , "Qp:'L °� �=N WELL
t7 �. !� 1i 204
1 z
04 m 6° O.C. O I p a f
N. T S. 2 EACH WAY
{t
m 3" CLEAR
Z W � 80 •
PLAN VIEW BASE ELEVATION
NOTE:I. PLACE PREFABRICATED VAULT LEVEL ON MIN. 8 "CONC. SLAB. FLOOR SLOPE of I% TO DRAIN. 20 N CONCRETE BASE
2.PLACE CONC. SUPPORTS BENEATH GATE VALVES. I J W o I - p a N. T. S.
„ ^ O aD CONTROL CENTER • • a>�d oso
4 -0 x 6 -6 PRECAST
00 �cl�tf y°3 ..l• eo�
CONCRETE VAULT p. LIFT I 00 FOUNDATION S E C T I O N
WITH 6" WALLS �:,0; //'�� D Q 2 LENGTH AS READ.
SIMILAR TO BROOKS 4',.;� STATION E �; o z TO EXTEND 3 "ON AGGREGATE BASE
:(%• .O:•' �.: O BOTH SIDE OF
PRODUCTS INC. F W -500, "' ' ' ' F ENCLOSURE c /�
PROVIDED w /PIPE OPENINGS _ Q <4 LIFT S T AT I O
AS SPECIFIED BY THE ^ 3 0
CONTRACTOR, FOR 4'0" �p 3 C. I. P, / 0 3.473
DEPTH WITH PARKWAY cs
COVER 8 FRAME fl. -_ z - " - r
,Q w = 3 c.1.e'� y 5/8"03t 9 "ANCHOR BOLT - -- - - J.N. 5020 Dwg. Na CE -16 -
IF 500-9: > > 0 DRAIN Qr a LO ATE AS REQ D.
DRESSER COUPLING 3� a0 >; O Y W 3" PREPPED UNDER THE SUPERVISION OF ENGINEER: COSTA MESA SANITARY DISTRICT
STYLE 38 00 > 0 W — _. a " MIN. 24.9 t L � ' � %/� 13
— - �o►, Y q m -. TOP COVER
w0a rM wir4 = m� M ` v,JACK D. PALLER - CE 7863 DATE DONALD E. STEVENS DATE
e O azvj =w o: 0 m I 3 /4'CHAM ER UJ
4'x4 x4 nz inm0 M,JO Otlf EXPANSION •..,;•.,•.
4'c.l.P „ voM o = wo �r GRUEN ASSOCIATES
WYE _ 6330 SAN VICENTE BOULEVARD
Q \ JOINT �,,CQ i�-, ,
;:;�j•:�' LOS ANGELES, CALIFORNIA 90048
o V•:
•' J H
•s a..' °�: CONSTRUCTION RECORD COSTA MESA SANITARY DISTRICT
- ,.. _ o CONTRACTOR
Z�:° TDR COSTA MESA CALIFORNIA
* 4 BARS . 0. STARTED:
COMPLETED:
" coNT. SEWER IMPROVEMENT
REVISIONS
SPOOLS MAY BE DELETED 1 -6 TYP. - AGGREGATE BASE N0. DATE: DESCRIPTION BY
FOR
PLAN AT OPTION OF CONTRACT I II -15 SOUTH COAST PLAZA EXPANSION
73 DETAIL 2 3 4 4 A.D
r CONTROL CENTER 1_A SCALE: I " ■10' RECOMMENDED BY. DRAWN BY: A.A.P.
VALVE VAULT N. T. S. 16 DATE: TITLE DESIGNED BY:
N. T. S. - - cE I A. D.
"AS BUILT PLAN
40 SHEET 3 of 4
/
f
i
r
f
i
f