S-83-4.4 (2)(0' SOLIARE WELL 2' O" ii-O" QUARE VAULT
J1 ✓ 48" LLEAR •„'• ::♦ '
;,T
1 29 v ffi ?b J 2B 35
m m n
LIP. PIPES C3
f d
i
13
TO PANEL
3 Z9 W
m / // / -- ------ - - - - -- — - - - -- - - -- - - --t // IE
,i
W IIo u
26 c
l 0
en ___ 37
CC
L3 WK
L„ B 11 i5 � (SEE 0T. Z) / � (hEE SHT 2)
31
1 / ( 30 33 18
PLAN VIEW: PUMPING iTATION 4 VAULT
CONSTRUCTION NOTO:
MFG.
(�
8' H.H. UP-3201 SEWAGE PUMP WITH IMPELLER 457, 441] V., 3H. 40 HZ. 47 H.P..(FUINJISHED BY
FLYGT
DISTRICT 1
O2
8" DISCHARGE BAKE ( ELBOW. (FURNISHED BY DISTRICT)
FLYGT
ELEVATION: PUMPING
O3
UPPER GUIDE BAR BRACKET. (FURNISHED BY DSTRICT 1
FLYGT
O
O
POWER CABLE WITH WATER TIGHT CONNECTIUNS.(FUANKHED BY D14TRIETI
O5
CABLE M01DER ASSEMBLY. (FURNISHED BY DISTRICT)
FLYGT
O6
DISPLACEMENT TYPE LIQUID LEVEL REGULATORS (FURNKHED BY DISTRICT)
FLVGT
NOT TO SCALE
O7
INTERMEDIATE GUIDE BAR BRACKET, I PER PUMP.(STAINLE55 STEEL)
FLYGT
8OALUMINUM
ACCE55 LOVER. W14TAINLE55 %11, HARDWARE, FRAME TO BE CRST INTO VAULT LID.
FLYGT
CONTRACTOR TO DRILL EIGHT(8) lif DIA. HOLES IN LOVERS. SPACING PER INSPECTOR.
t�9
3' HDL BAIL CHECK VALVE. TYPE 2014. �
FLVGT
iD
3' O.D. A 304 STAINLESS STEEL GUIDE BARS, 2 PEA PUMP
MFG.
i1
12" DIA. PERFORATED FIBERGLASS PIPE STILLING WELL
12
4UPPORT BRACKET FOR FIBERGLA55 PIPE STILIING WELL (STAINLESS STEEL
13
NEMA (0 JUNCTION BOX ( 2 RED'D.)
KILLARK
1' See"
14
8" C.I. VENT PIPE EMBEDDED IN Z'xZ'� 3' DEEP CONCRETE BLOCK
ALHAMBRA
FOUNDRY
15
GRATE AND FRAME
ALHAMBRA
FOUNDRY
1G
B" V.C.P. 90' BEND
17
8" V.C.P. VENT PIPE
O
72' x 72" REINFORCED CONCRETE PRECAST VAULT SECTTUMS WITH PLUCK AMERPLATE COATING
ASSOCIATED
CONCRETE PRODUCTS
O
7Z' .7T" REINFORCED CONCRETE PRECAST VAULT SECTIUM
MSOCIATED
CONCRETE PRODUCTS
2D
REINFORCED CONCRETE PRECAST VAULT LILI ACCHS COVER FRAME5 TO BE PRECAST IN LID)
A%OCIATED
UNCRETE PRWUCT5
21
REINFORCED CONCRETE PRECAST VAULT BASE.( SUPPORT BOLT! FOR PUMP DUCHARGE BME M BE ANQIBRED
ASSOCIATED
CONCRETE PRODUCTS
IN BASE)
O t0'x8' RE010ER
22
ACCESS STEM. 13 "OC. 6 REQUIRED. (GALVANIZED STEEL
23
19" VC.P. SEWER. SEE 5HT 3.
1Q
24
3" C.I. DRAIN PIPE
25
3' 91]° ELBOW
26
W DUCTILE IRUN PIPE
27
10" DUCTILE IROU PIPE
I
O
8" FLEX• COLLPLIM
5MITA-BLAIR
29
B" 90' ELBOW
O
8" 90• BASE ELBOW WI HILLE5 DRILLED FOR 4•'k" BOLTS IN BASE
31
8" 458 ELBOW
32
8 "x8 "x8" TEL -
CLEAR
I. TO BE INCLUDED WITH STATIUN
MODEL
8" N.H. UP 3201
321 -31.05
14.58.93.25
14.58.94.05
ENH-10
C-AL 485360000
DBS 886
A • 2155
A•132.3
(0060
6060
6060
60GD
TYPE 431
r
TOP OF STILLING WELL
ELEV. 10.00
,q
- -J
4'-B" CLEAR OPENING
G 0" SQUARE WELL
II; o l
I
O
I
HIGH WATER ALARM
ELEV. B.Ull
LAG PUMP ON
ELEV. 7.00
i
LEAD PUMP ON _
ELEV (0.011
fo7oo
o
ELEV 27.13
pu TOP OF 57ATION
LL
17
w d
l�J I 2b 2b
O t
PIPE
22 I
O ; O
YL L,
ELEV. 7.66
FL. INLET
INFLUENT —
23
PIPE
4'• O" CLEAR OPENING
2'
10'-0" SQUARE VAULT
ELEV. 27.13
20 TOP OF VAULT
J'
v
ELEVATION: PUMPING
STATION # V
O
NOT TO SCALE
I
�
I
CON% NOTES (CONT.)
MFG.
1' See"
33 6" BASE ELBOW 9U• W / HOLES FOR 4 %%' BOLTS
W BASE
I
O
O t0'x8' RE010ER
1Q
I
I
35 B" 12516 SWING CHECK VALVE, BRONZED TRIMMED, SPRING
L LEVER OPERATED
CLOW
34 B" 1251b. ECCENTRIC PING VALVE
DEZURIK
I
I
a
37 G 1251b. ECCENTRIC PLUG VALVE
DEZLU(IK
I
a
•
I I
I
O G' BRONZE QUICK COUPLING
GATES RUBBER
S ADJUSTABLE PIPE HANGER W /INSERT IN PRECAST
ITT BRRINEII
PUMPS OFF
VAULT LID
ELEV. 1.75
12
i
O 4" DIA. PIPE 4UPPDKT W /CLAMP
2
4t CA5T IN PLACE CONCRETE PYLON
REDUNDANT PUMPS OFF
ELEV. 1.60
42 10 ID 6 TEE
BOTTOM OF STIUING WELL
ELEV. I. W
0
GROUT
;.
ELEV. NEGATIVE 0.04
21
GROUT
U II
BOTTOM OF WELL
.
+
II
j
-0.n.t
eU
•�a-
p oD v
TOTIN
i' COMPAETED SAND
y "
DISCHARGE BASC SUPPORT BOLTS PER
PUMP MANUFACTURE'S RECOMMENDATIUNS,
`
e
°
! DETAIL 4 SHE 2.
a
01 ab a
RELI
ELEV. 27.13
20 TOP OF VAULT
J'
v