WQ0044093_Toyota_802_Lift_Station_Wet_Well_Markups_20240624

27
0
K 1/2" S
ATE STRAI
TYP
1 1/2"
"0 X 4"
NUTS (TY
1/2" TF
I V 'X 4"X 1/ L ...... JJ 1
(SHOE -BEND ENDS UP 1/2")
CASING SECTION
J.NOTE*
USE RACIO HDPE SPACERS, TYPE G, IN LIEU OF STEEL SPACERS
WHERE INDICATED ON DRAWINGS.
STEEL SPIDER DETAIL
NOT TO SCALE
STD WT STL PIPE
SLEEVE, GALV AFTER
FABRICATION
ANNULAR LINK -SEAL
v PROVIDE SINGLE ROW
OF SEALS FOR PIPES
d o LESS THAN 16" DIA.
v PROVIDE DOUBLE ROW
PIPE THRU s OF SEALS FOR PIPES 16"
WALL OR FLOOR v DIA AND LARGER.
ANNULAR SEAL
PIPE THRU WALL
OR FLOOR
d n e
AS RECOMMENDED d o WALL SLEEVE
v
BY ANNULAR SEAL d o
MANUFACTURER d v
AS RECOMMENDED T/2
BY ANNULAR 1/4"x3" STEEL P L T
SEAL MFR SEEP RING > 8"
INTERIOR, DRY T/2 BURIED, WET OR NOTE: TYPICAL PENETRATION OF BURIED DIP THROUGH
OR TOP SIDE T<8„ BOTTOM SIDE CONCRETE PRECAST STRUCTURE UNLESS OTHERWISE
����► INDICATED.
PENETRATION THROUGH PRECAST CONCRETE DETAIL
NOT TO SCALE
12'-0" MAXIMUM
BETWEEN SPACERS
INSTALL THREE
CASING SPACERS
PER PIPE JOINT AS
REQUIRED TO MEET
MAXIMUM SPACING
SUCTION PIPE EMERGENCY
10' X 10' PRECAST CONCRETE BYPASS CONNECTION
WET WELL SEE DETAIL 5/01D-04
72" X 48" DOUBLE LEAF
• , . , , • ALUMINUM ACCESS HATCH
PVC 8" INFLUENT SEWER • ' / PVC 8" INFLUENT SEWER
• �F ° ° I�
li
3" PVC DRAIN. SLOPE
TO WET WELL WITH
P-TRAP
I
I °�
1°I
WET WELL (L°1
1
II
LLi
-
-
II
J0
,.
.„
VENT
6" DIP FLANGE BY
PLAIN END PIPE
COMPRESSION SLEEVE
7' X 6' DOUBLE LEAF
ALUMINUM ACCESS HATCH
8' X 10' VALVE VAULT
THRU
ORT AND � —0 I
3E I 4 I I�
g' 1°I 1°I
TS h
°I 1°1
II
O �°
PLAN
NOTE: ALL MATERIALS AND FASTENERS SHALL BE 316 SS. 2'
VALVES AND PIPES TO BE
INSTALLED BY OTHERS LIFT STATION PLAN
VARIES
\ T-0" MAX
TYP BOTH LEGS r
ADJUST L3x3x3/8 TO
MAINTAIN TOP LEG
NORMAL TO PIPE C L
3/4" EPDXY ADHESIVE
ANCHORS, TYPICAL
CLCVfi I IVIV
RISER PIPE SUPPORT DETAIL
NOT TO SCALE
1'-6" (MAX'
6" (MIN)
1'-0"
PLUG
CARRIER PIPE Z_ STEEL CASING
PIPE
CASING SPACERS SHALL BE
SPACED A MAXIMUM OF 1'-6"
FROM EACH SIDE OF JOINT
CASING END PLUGS
1. CASING SHALL BE PLUGGED ON BOTH ENDS BEFORE BACKFILLING. PLUGS SHALL CONSIST
OF MINIMUM OF 1 LINEAR FOOT OF LOW STRENGTH GROUT (1,500 PSI MIN).
2. PROVIDE SIX-1/2" DIAMETER WEEP HOLES ON DOWNSLOPE SIDE OF CASING.
TYPICAL PIPE CROSSING
NOT TO SCALE
NOT TO SCALE
'CH ANGLE
BLEAR
TS AS
IUIRED
TYP
20
D COUPLING ADAPTER
3/4" 0 SS EXP ANCHORS
W/ 4" MIN EMBEDMENT
6" X 8" INCREASER
WALL, FLOOR
CY
IL
I OR CELLING
Cn
6"XV TEE WITH BRANCH OUTLET FACING <
UP WITH 6" VALVE AND PIPE TO EMERGENCY
BYPASS (DETAIL 5) STL STRAP
X"x3"
VXV TEE WITH SIDE OUTLET
ROTATED UP WITH BLIND FLANGE FOR ARV STEEL P ES"
BOLTS, NUTS & WASHERS
72" x 48" ALUMINUM ACCESS HATCH
WITH FALL PROTECTION GRATE
AND PAD LOCK POST
10
TETHER CORD
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II
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d'--------III1 --- III��III — --------C— AL- rS�-T-- --A—J-Lrt—UII ---M—u-
ItNnfI� UMIIIIIIIIIIIIII
7DROP HALE
DROP HANDLE
SLAMLOCK
SLAMLOCK W/REMOVABLE KEY
1/4" FLOOR PLATE NOTES:
(TOP PLATE) 1— MATERIAL: ALUMINUM
SUPPORT CHANNEL 2— LOADING: DESIGNED FOR OFF STREET
LOCATIONS WHICH MAY OCCASIONALLY
RECEIVE H-20 WHEEL LOADS
II _6" CAM & GROOVE 3— 316 STAINLESS STEEL NUTS & BOLTS
COUPLING PLATE
—6-3/4- DIA. HOLE IN
BOTTOM PLATE FOR
CONTRACTORS NPT PIPE
BYPASS CONNECTION DETAIL
NOT TO SCALE
3'
MIN
PIPE SIZE
"D"
< 2"
5/16"
1/4"x1"
1/4"
3"-4"
5/16"
1/4"x1"
1/2"
6"-8"
3/4"
3/8"x1 1/2"
1/2"
NOTE: ALL MATERIALS AND FASTENERS SHALL BE 316 SS.
OFFSET PIPE SUPPORT DETAIL
NOT TO SCALE
EMERGENCY BYPASS CONNECTION
SEE DETAIL 5
CONCRETE WASH PAD J
0 a" 316 STAINLESS STEEL
HOOKS FOR PUMP, PULL
CHAINS, POWER CORDS, AND
FLOAT HANGERS.
MOUNT WITH 316 SST WEDGE
ANCHORS (TYP)
COORDINATE LOCATION WITH
ENGINEER /OWNER PERSONNEL
WASH PAD DRAIN
WITH FLAPE VALVE
316 STAINLESS STEEL
GUIDE RAILS
WET WELL SUMP DETAIL
NOT TO SCALE
D
BITUMINOUS JOINT
MATERIAL (TYP)
3RAVITY SEWER IN (E): 692.93'
3RAVITY SEWER IN (W): 685.61'
0
316 SST UPPER
GUIDE RAIL
BRACKET
LONG RADIUS 90'
BEND
TTOM WET WELL: 674.61' '
. Al.
D
6" - DIP
:Tr12" MINIMUM CLASS #57 CRUSHED STONE E LIFT STATION SECTION
NOT TO SCALE
0
LU
CJ
w
<
1 1/4
T/CONC. SLAB
1" NON -SHRINK GROUT,
GALV. STEEL SHIMS
AS REQ'D
LOW
PIPE SUPPORT TYPE 1
% NOT TO SCALE
3" SST VENT WITHHSSST NON-
FERROUS INSECT SCREEN
LOCATED ON HINGE SIDE OF
PUMP ACCESS HATCH
PROPOSED FINISHED GRADE:
APPROX. 701.2'
2'-6"
HAND WHEEL
PUMPS, PIPES, VALVES, AND RAILS
TO BE INSTALLED BY OTHERS.
8.5"
III III
INV OUT: 696.00'
6" MIN CONCRETE BASE
03" PVC MIN.
DRAIN SLOPE
TO WET WELL,
\-- GROUT SLOPES TO DRAIN
MIN 2" THICKNESS
PIPE SUPPORT (TYP) MIN 6" CLASS #57 CRUSHED STONE
3" FLAP VALVE
3" DRAIN WITH TRAP AND TRAP GUARD
LOW*]
GENERAL NOTE
1. UNLESS 01
SHALL BE
2. UNLESS 01
FASTENER'
ANCHORS.
3. ALL PUMP:
CONTROLf
4. ALL PIPE IN
WITH PR01
-ANVIL FIG. 264
(GALVANIZED) OR
APPROVED EQUAL
4" O GALV. STD. PIPE
KEI
1.
2.
3.
4.
(4)-5/8"0 CIP OR
EPDXY ANCHORS (DRILLED
& SET IN 6" EPDXY) 5.
GALV. BASE PL 5/8x9" SQ.
PIPE SUPPORT,
SEE DETAIL 6/01 D-04
SST INTERMEDIATE
GUIDE RAIL SUPPORT (TYP)
MONOLITHIC CONCRETE BASE
EMERGENCY BYPASS
HATCH, SEE DETAIL 5
—EMERGENCY BYPASS
LOCATE WIRE FOR
FORCE MAIN
TO EXTEND INSIDE
VALVE PIT, 6" MIN
ti
HERWISE SPECIFIED, ALL HARDWARE
316 STAINLESS STEEL OR BETTER.
HERWISE SPECIFIED, ALL CONCRETE
i TO BE 316 STAINLESS STEEL WEDGE
, PIPE, VALVES, GUIDE RAILS AND OTHER
'ANEL TO BE INSTALLED BY OTHERS.
WET WELL AND VALVE VAULT TO BE DIP
ECTO 401.
NOTES: O
CONCRETE FILLET IN BOTTOM OF WET
WELL. SEE DETAIL 2.
ONE PIECE, SCHEDULE 40,316
STAINLESS STEEL GUIDE RAILS.
DIAMETER PER MANUFACTURER
RECOMMENDATIONS. TWO PIECE RAILS
WITH INTERMEDIATE (MID') SUPPORT,
FOR LENGTHS GREATER THAN 18 FEET.
PUMP REMOVABLE CHAIN AND RELATED
LIFTING HARDWARE TO BE $" MINIMUM
316L STAINLESS STEEL 2000 LB
MINIMUM WORKLOAD LIMIT. LENGTH TO
EXTEND 4' ABOVE HATCH.
ACCESS HATCHES SHALL BE PAD
LOCKABLE FRAME AND COVER WITH
FALL PROTECTION GRATING, HALLIDAY
PRODUCT HW SERIES OR EQUAL.
MINIMUM ONE PUMP DISCHARGE
SUPPORT BRACKET FOR DUCTILE IRON
PIPE REQUIRED MIDWAY FOR LENGTHS
GREATER THAN 10'.
4' X 4' X 6" (MIN) CONCRETE WASH PAD
WITH 2" LIP. SLOPE TO DRAIN AND
PROVIDE WIRE MESH REINFORCEMENT
(WWF 6 X 6, W2.9 X W2.9, WWR CENTER).
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
N.C.B.E.L.S. License Number F-0116