2004-05-27_LIFT_STATION_8_REHABILITATION
PROJECT LOCATION
CITY:
COUNTY:
S TATE:
SHOREWOOD
HENNEPIN, RAMSEY
MINNESOTA
EXCA V A nON NonCE SYSTEM
A CALL TO GOPHER STATE ONE (651)454-0002 IS
REQUIRED A MINIMUM OF 46 HOURS PRIOR TO
PERFORMING ANY EXCAVATION.
CONTRACTOR TO VERIFY LOCATION OF ALL SITE UTILITlES
LIFT STATION #8 REHABILITATION
FOR THE CITY OF
SHOREWOOD, MN
. PROJECT
LOCATION
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TITLE; SHEET, LOCATION MAP, TOC
EXISTING/REMOVALS
PROPOSED SITE PLAN
LIFT STATION SECTION
LIFT STATION PLAN
LIFT STATION DETAILS
i
CITY OF
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WSB
4150 Olson Memorial Highway
Suite 300
Minneapolis. MN 55422
I HERm'r CEm1FY THAT ntS PUN, SP(ClFtCATIOH, OR REPORT
WAS PREPARED BY ME OR UNDER II'( DfRECT SUPERVISION
AND THA.T I AM A. DULY UCENSED PROFESS1OJW. EHGlNE[R
UNDER THE lAWS OF lHE STATE OF UlNNESOTA
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763-541-4800
FAX 763-541-1700
LIFT STATION #8 REHABILITATION
FOR THE CITY OF
SHOREWOOD, MN
DAre
KEVIN B. KAWlEWSKI
DATE
25496
UC. NO;
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LIFT STATION #8 REHABILITATION
FOR THE CITY OF
SHOREWOOD, MN
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763-541-4800
& Associates, Inc. FAX 763~541.1700
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I HEREBY' CERTIfY TWIT THIS PlNf. SPECIF'ICA11ON. OR REPORr
WAS PREPARED Ih' ME OR UNDER MY DIRECT SUPERYlStON
AND THAT I AM A DULY UCENSED PROFESSIONAl ENGINEER
UNDER niE LAWS OF THE STAlE OF MINESOTA
DAtE:
KEVIN B. KAWLEWSKl
DATE
25496
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LIFT STATION NO.8 (SHOREWOOD)
DESCRIPTION
ELEVATION
HIGH WATER ALARM
926.00
PUMP ON (AL TERNA TE)
925.00
PUMP OFF
924.00
LOW WATER ALARM
923.69
M:\WaterWastewaterl horewood\1074-702\birch blufl\p-01.dwg, 5/2612004 9:3 :061Wl
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TOP OF SLAB
EL 936.81
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A", <'\< . :/"'Y"Y I
?>/;y .. ~.~ 60 . I.D. ~.C.P.
. MANHOLE SECTION
MEETING STM C478
~-J TYP
.J
60 . 1.0. R.C.P.
MANHOLE SECTION
MEETING ASTM C478
35 ')
COMPACT TO 98% STANDARD ----'
PROCTOR DENSITY (ASTM 0698)
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1
4'
2'
KEYNOTES
(2)
SECTION VIEW
CD
72" DIA. X 12" PRECAST CONCRETE COVER SUITABLE
FOR H20 WHEEL LOADING (f'c=5,000 PSI CONCRETE)
W/MIN, 3-2" TAPERED HANDLING HOLES. 2" CLEAR
COVER TOP AND BOTTOM. HANDLING HOOK HOLES
SHALL BE FILLED WITH NON-SHRINK GROUT AFTER
COVER PLACEMENT
#6 BARS AT 8" EACH WAY. TOP AND
BOTTOM REINFORCEMENT - GRADE 60.
@ FLYGT PUMP MODEL CP-3068 W/473
IMPELLER. SEE DETAIL C/SD/6 FOR
ANCHOR BOLT DETAIL
@ #5 AT 10" BOTH DIRECTIONS, TOP
AND BOTTOM REINFORCEMENT
GRADE 60
@ MnDOT 3Y46 CONCRETE FILL (TYP), PROVIDE
GROUT CIRCLE AS RECOMMENDED BY PUMP
MANUFACTURER
@ 12" MIN. FINE FILTER AGREGATE
MnDOT 3149,2C
@ MN DOT 3733 TYPE V GEOTEXTlLE
@ 104" DIA, PRECAST CONCRETE SLAB
W/HANDLlNG HOOKS (f'c=5000 PSI CONCRETE)
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(j)
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@
2 ROWS KENT SEAL # 2 (TYP)
COVER ANCHORAGE 4 @ 90' (TYP)
SEE DETAIL A/SD/6
ELECTRICAL CONDUITS. SEE
ELECTRICAL FOR LOCATIONS,
WA TERTlGHT GASKETS (TYP)
SEE DETAIL B/SD/6
8" PVC INV. EL 927,29
(ENTERING FROM SOUTH)
4" PVC INV. EL 925.94
(ENTERING FROM NORTHEAST)
4" PVC INV. EL 927.29
(ENTERING FROM NORTHWEST)
@
36" X 30" CLEAR OPENING. ALUMINUM HATCH
SUITABLE FOR H20 WHEEL LOADING WITH
S,S. UPPER GUIDE BRACKET. S.S. HOOK
CABLE HOLDER, S.S. SAFETY CHAIN, AND
POSITIVE LOCK AT 90' OPENING. SEE PLAN
VIEW AT TOP FOR ORIENTATION. HATCH TO
BE CAST INTEGRAL WITH CONCRETE COVER
@ NOT USED
TOP OF SLAB
EL 935.81
~
COMPACT BACKFILL TO
98% STANDARD PROCTOR DRY DENSITY
IN MAX S" LIFTS (TYP)
~ 4" FORCEMAIN ""
EL 928.02
TOC ~
EL 926.27
NOTES
1. ALL FASTENERS SHALL BE STAINLESS STEEL
2. RESTRAIN ALL PIPING JOINTS.
3. FURNISH AND INSTALL EXTERNAL JOINT SEAL,
INFRASHIELD. OR EQUAL ON ALL MANHOLE
SECTION JOINTS.
4. PLUG ALL LIFTING HOLES IN MANHOLE SECTIONS
W/NON SHRINK GROUT AND COVER WITH
11" x 11" PIECE OF EXTERNAL JOINT SEAL
5. ALL PIPES SHALL BE ADEQUA TEL Y ANCHORED AND
SUPPORTED TO PREVENT EXCESS MOVEMENT DURING
OPERATION AND TESTING.
6, SOME DETAILS ROTATED IN SECTION VIEW
FOR CLARITY
7. SOME FITTINGS LABELED FOR CLARITY ONLY
@
4" EPOXY COATED STEEL VENT WITH S.S. BIRD
SCREEN AND 1" WATERSTOP COLLAR CAST INTO
SLAB. SEE PLAN VIEW AT TOP FOR
ORIENTATION. SEE DETAIL D/SD/6
SS GUIDE RAILS. PROVIDE ADEQUATE
SS SUPPORT BRACKETS.
FLOAT SWITCHES AND LEVEL
TRANSDUCER. SEE ELECTRICAL
PROVIDE STAINLESS STEEL SUPPORTS FOR
EACH DISCHARGE PIPE WITH 3/S" (MIN)
STAINLESS STEEL ADHESIVE ANCHORS,
W/4 1/2" MIN EMBEDDMENT
3" THICK FLAT BLOCK PITTSBURG CORNING
FIBERGLASS CELLULAR GLASS INSULATION.
ATTACH W/HILTI IDP 7/S" INSULATION ANCHORS
2" THICK POLYSTYRENE INSULATION APPLIED
TO SIDES (MnDOT 3760) APPLY FROM
SURF ACE TO 6' BELOW SURF ACE
4" FLANGED 90' BEND
27" MANHOLE. NEENAH 3067 CAST LID
NOT USED
@
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@
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PROJECT NUMBER
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@
4" FLANGED COUPLING ADAPTER
4" SWING CHECK VALVE WITH ADJUSTABLE
WEIGHTED LEVER ARM
4" GATE VALVE-RESILIENT SEATED
BASE ANCHOR. SEE DETAIL F /SD/6
TIE ALL JOINTS. GASKET ALL JOINTS MEETING ASTM
C-443. PROVIDE INFRASHIELD OR EQUAL. ON ALL
JOINTS
ADJUSTABLE PIPE SUPPORT (TYP).
SEE DETAIL E/SD/6
4"x 3" ECCENTRIC REDUCING DISCHARGE ELBOW
2" DIP DRAIN PIPE W/FLOOR DRAIN. OUTLET
ENDS TO BE SET AT ELEV
1'-0" CONCRETE BALLAST
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HOT-DIPPED GALVANIZED STEEL L3 x 3 x 1/.4 x 0-4" LONG
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EMBEDMENT (TYp 0 4 EQUAU..Y SPACED LOCATIONS
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PRECAST REINFORCED CONCRETE PIPE SECTION
COVER ANCHORAGE DETAIL
SCALE: NONE
1/4 " THICK CONTINUOUSLY WELDED
WATERSTOP COLLAR WITH OUTSIDE
DIAMETER 2" LARGER THAN THE
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BY THUNOERLlNE CORPORTATION
DIAMETER OF HOLE AS RECOMMENDED
BY SEAL MANUfACTURER
SCAlf: NONE
PIPE PENETRATION DETAIL
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3" STEEL PIPE COLUMN
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CONCRETE OR MASONRY
WATER COLLAR DETAIL FOR VENT PIPE
SCALE: NONE
1 1/2"
1 1/2"
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ELEVATION BASE PLATE PLAN
PIPE SUPPORT DETAIL
SCALE: NONE
ANCHOR BOLT DETAIL
SCALE: NONE
PRECAST REINfORCED CONCRETE
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LIFT STATION DETAILS SHEET 6
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