HomeMy WebLinkAboutS-205206FORCE MAIN, PUMP 12" SD, SEE
SEE SHEET C -3 STATION STORM DRAIN
I SEE DETAIL SHEET C -4
THIS SHEET
SD CB 3 3
54" CATCH BASIN PER e
r4" SD
\ S FROM \ \\ 71D END PLATE IN PLACE
EX 1
C
IST. CB, SEE
SHEET C -2 2" AIR VENT
4" SS FROM \IrL
RESTROOMS
SEE SHEET C -2 —
12" ED, SEE
SD .LATERAL F SLOT DI
SHEET C -4 SEE SHEET
.29.75' —mil
7.0' 3.75'
EL. 307.0
ETENTION TANK m R 0
WELD END PLATE IN PLACE
PUMP STATION
i
EL. 293.62 LWELD. 36' CMP PIPE. ONTO END PLATE A SECTION
�SD . 29267 RESTRICTOR PLATE WITH 1" DIAM, ORIFICE
C -5 1 a
PUMP STATION C83
.F. FRAME d LADD
4" CL. 50 0.1. OFFSET; SEE N
5 =0.0050. 6 COVER ELEV.
OVERFLOW ELEV.
EXISTING GROUND TO PROVCE OE x
201-01,
'I!" GAP
2" DISCHARGE PIPE. ALLOW
III''LIII
III
INTEGRAL TRAP AND
TO CEMENT DISCH. PIPE IN POS.
DPE PIPE
CLEANOUT, TYP
INI
45° BEND -
2" WYE
_
2" GATE
VALVE
W/ BOX
MAGNETIC FLOW METER
)III
IHI
7'
�36"
PIPE (MATCH INVERTS)
C
I
I
4" INLET PIPE 12
+�
MH D -2 3
I'
54" MANHOLE PER
H
2 HOLES 5/6' DIA. IN EACH
12" OVERFLOW PIPE,
BASE PLATE FOR ANCHOR
I H
I I I
SEEESDCLATERAL D
BOLTS (4 HOLES TOTAL)
2025"
/
4" INLET PIPE f
— �H
50
.1111
PLAN VIEW
PLAN
1"_3,
EXISTING GROUND
SLOT DRAIN,
SEE ,SHEET C -2
EL. 293.62 LWELD. 36' CMP PIPE. ONTO END PLATE A SECTION
�SD . 29267 RESTRICTOR PLATE WITH 1" DIAM, ORIFICE
C -5 1 a
PUMP STATION C83
.F. FRAME d LADD
4" CL. 50 0.1. OFFSET; SEE N
5 =0.0050. 6 COVER ELEV.
OVERFLOW ELEV.
EXISTING GROUND TO PROVCE OE x
201-01,
'I!" GAP
2" DISCHARGE PIPE. ALLOW
FLOOR DRAIN W/
OUTSIDE SPACE IN EXCAVATION
INTEGRAL TRAP AND
TO CEMENT DISCH. PIPE IN POS.
DPE PIPE
CLEANOUT, TYP
I�TEE, 45° BEND
45° BEND -
+' -90° BEND, TYP
TRANSITION
COUPLING ITYPJ
DRAIN LINE
FLANGES MUST BE
SQUARE AND SPACING
AROUND FLANGES
MUST BE EVEN
GROUT PRECAST CONCRETE
SECTIONS INSIDE JOINTS AFTER
INSTALLATION W /NON- SHRINK
GROUT AND COAT INTERIOR
�� SURFACES WITH SPECIFIED
COATING SYSTEM INTERIOR
��. 4" INLET PIPE -
1 -1/4" S.S.
DISCHARGE PIPE
LEVEL CONTROLS
OR STEPS ROUND SOLID COVER
E 3 FRAME MARKED "DRAIN' WITH ryOTES
:R PLAN LOCKING BOLTS
ZRIM PER PLAN 4. PPE SIZES AND SLOPES: PER PLANS.
Z L META PART& CORROSION. RESISTANT.
'4" MIN GALVANIZED PIPE PARTS TO HAVE
4 "VENT W/ PUMP MFGR'S
SS BIRDSCREEN ,STD ACCESS
INTERMEDIATE
BRACE
HYDRAULIC
SEALING
FLANGE
�-2" HOPE
�EE, 45° BEND
L TR IANSTION
COUPLING
NPT GATE VALVE
TALL CHECK VALVE
CO C. BENCHING
W /4x4xW2.9xW2.9
WWF, TYP
CONNECTION
BOX
BACKFLOW PREVENTER
AND VAULT
PROTECTION
( POSTS
FLOW METER 1 I
11 -1/4° BEND
22 -112' BEND
3' -6"
2" GATE
VALVE
W/ BOX
I I
2" WYE
_
2" GATE
VALVE
W/ BOX
MAGNETIC FLOW METER
- - - - -I ACCESS HATCH,
PRECAST CONCRETE I I UTILITY VAULT
VAULT, UTILITY VAULT I 1_00. NO. 44 -332 -P OR
CO. NO. 446 -LA OR ��APPROVED EQUAL
APPROVED EQUAL— I 1
EXISTING
GROUND
C SECTION
° BOLT " ON
--- �{H� LADDER, TYP
L 11
l--2" .TEE
2" HOPE
2" GATE
VALVE
P o W/ 80X
?oo $ eo9 0,0
_�12' MIN COMPACTED
DEPTH GRAVEL BACKFILL
FOR PIPE BEDDING
HOPE EXTEND 12" BEYOND
CONC BASE IN ALL
DIRECTIONS, TYP
HOSE CONNECTION BOX PER 05-6
EL. 307.2 1--- / TENTION 8 OIL ° 16" MAX. ASPHALT. TREATMENT 1. B.S. ANCHOR, TYPE Ci -5 1.3
// \�l SEPARATION 3 FRAME 6. LADDER OR. STEPS OFFSET SO 8
PER PLANS .� A 0 EANOUT GATE IS VISIBLE FROM TOP. VAULT PER C -a
- MAX WS B. CLIMB -DOWN SPACE IS CLEAR OF I 54^ CIA�A/TOP EL. 307.0
- STANDARD RISER AMD'CLEANOUT GATE.
PER PLAN GALVANIZED C. FRAME IS CLEAR OF CURB.' GROUND EL. 306.5
12" OVERFLOW PIPE, .. STEEL
SEE SO LATERAL D LADDER/ HINGED LOCKING
EL: 303.00 STEPS
SHEET C -4�/ PIPE .SUPPORTISI:: COVER
✓ 3 090 GAGE BRACES FOR - 1 -1/2" S.S. PIPE
DETENTION BOMBED OR GATE 16" GAP 7. BEDCOR 0 EANOUT GUIDE RAILS FOR GUIDE RAILS
TANK Z N WALL AT SHEAR REDUCED PRESURE 2" STEEL
MAX. S $PACING DATE BACKFLOW PREVENTER
MIN. ONE SUPPORT /�' TRANSITION PIPE
COUPLINGS
`72 CMP ±INLET PIPE jT'� {{{1,,, DISCHARGE PIPE
OUTLET PIPE C( 5 ! 1 2" ten.$ p
EL. 29x.03 OR PIPES I
�\ �1 iw 4 6" INLET PIPE 12"
MH D -2 �t' x.36 CMP �' HIGH WATER ALARM LEVEL 296.50 1
J{ INVERT ELEV INVERT ELEV.
54" MANHOLE PER a CONNECT MANHOLE TO PER PLAN � ' .PER PLAN �\`l // PUMP ON 296.12
DETENTION TANK' ° -PUMP OFF 295.12 2" TEE 2" HOPE PIPE \
B SECTION PLAN
Ci -5 1. 4• ° g SHIMS FOR DISCHARGE W,,, 293.62 WET WELL FLOOR 90° BEND 90° BEND
RESTPoCTOR PLATE ! FLANGE ALIGNMENT EXPANSION LAG SCREWS
WITH 1- DIAMETER 2" GATE
OR ANCHOR BOLTS
oRIRQE FLOW RESTRICT -OR VALVE
C /L'SUMP W /80X
CONTROL DEVICE, TEE TYPEDEVICE, TEE TYPE E SECTION
CATCH BASIN TYPE .2 C_ D SECTION ' o /I
PUMP STATION AND DIAMETER AS REQUIRED Is7DO881 NO SCALE %� C -5' NO SCALE
DETENTION! FACILITY LAYOUT C -5 3'
0_5 6 PUMP STATION
cwA9yTh0 C-5 (STDO81)
SECTION LEGEND - $ T��/ Tr■ �HKD &W KING COUNTY, WASHINGTON
/®�� �SECTION DESIGNATION ■ REVISIONS W (v` RENTON TRANSFER STATION
SHEEr ON WHICH ♦FO18�p�0 e • . iii ♦ SEWER UPGRADE PROJECT IN.. DATE OWN 1111 A111 DESIRIPTIOI
�J SECTION IS SHOWN P4970g8( O 'w°°„• ERSU AND ASSOCIATES PUMP STATION AND
64ATTLE, Asals,BUITE191 DETENTION FACILITY DETAILS
EXPIRES ]/1]/93 SEATTLE, 98188 12081788.3223
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