HomeMy WebLinkAboutPermit PG15-0115 - BOEING #9-101 - SEWER LIFT STATIONBOEING #9-101 - SEWER LIFT
STATION
9725 E MARGINAL WAY S BLDG
9-101
EXPIRED 10103116
PG15-0115
City of Tukwila
• Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
Parcel No: 0003400018
PLUMBING/GAS PIPING PERMIT
Permit Number: PG15-0115
Address: 9725 E MARGINAL WAYS BLDG 9-101 Issue Date: 10/6/2015
Permit Expires On: 4/3/2016
Project Name: BOEING #9-101- SEWER LIFT STATION
Owner:
Name: BOEING COMPANY THE
Address: PO BOX 3707 M/C 20-00 PROPERTY
TAX DEPT, SEATTLE, WA, 98124
Contact Person:
Name:
CONNIE HARDIN
Address:
4600 S 134 PL, SEATTLE, WA, 98168
Contractor:
Name:
HOLADAY PARKS, INC.
Address:
4600 S 134 PL, SEATTLE, WA, 98168
License No:
HOLADPI379NO
Lender:
Name:
Address: , , ,
DESCRIPTION OF WORK:
Phone: (206) 250-4530
Phone: (206) 248-9700
Expiration Date: 9/3/2017
ADD (4) SUBMERSIBLE RECIRCULATION PUMPS, (4) SUBMERSIBLE PUMPS, (6) DRYWELL PUMPS AND (2) SUMP
PUMPS
Valuation of Work: $332,562.00 Fees Collected: $417.96
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW
SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Permit Center Authorized Signature: PA?111�1 E Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and a�ree to the/6-nditions attached to this permit.
Signature: Date: r--
�
Print Name:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: `PLUMBING/GAS PIPING PERMIT CONDITIONS'
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 guage.
9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
8004 GROUNDWORK
1900 PLUMBING FINAL
8005 ROUGH -IN PLUMBING
� c � —t o I
CITY OF TILA
Community Development Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
hqp://www.Tukwi]aWA.p,ov
SITE LOCATION
Site
Tent
PROPERTY
Plumbing/Gas Permit No. G — Otis
Project No.
Date Application Accepted:
Date Application Expires: ' Ila
or office use only)
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
"Please Print"
CONTACT PERSON — person receiving all project
communication
Name -
k -•
l
Address:
—S u01-,-
City:
State: Zip
Phon
Fax• %L42)
Email:
G
Valuation of Project (contractor's bid price): ' .
Scope of Work (please pruuide detailed information):_
\\JJ t
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
E
4
HNApplicationsWoma-Applications On Line12011 ApplicationsTlumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
bh
�or's Tax No.
;Number: Floor:
New Tenant: ❑ .....Yes 9; Vo
PLUMBING CONTRACTOR INFORMATION
Company Name:
Address ( City: c� State: � ,(1 Zi .
Phone. ZJ)�-1 ax: w %� 7�
Contr Rf4Npj4tP.T
.3 7� Exp Date:
Tukwila Business License No.:
Sewer:
1
Page 1 of 2
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections 1-5
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler(per head
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections over 5
PERMIT APPLICATION NOTES -
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
ease interce tors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch 51 mm) diameter
Gas piping outlets
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
as
Each lawn sprinkler
system on any one meter
including backflow
protection devices
vim.-
161
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDIN
Signature
Print NE
Mailing
H:\Applications\Foam-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
bh
Day T
Date: q 2 `
17 -Cs— ]� 2)
State
Page 2 of 2
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$417.96
PG15-0115 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018
$417.96
PLUMBING
$401.88
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$289.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$80.38
TECHNOLOGY FEE
$16.08
TECHNOLOGY FEE
• R6261
k000.322.900.04.00
0.00
$16.08
$417.96
Date Paid: Friday, September 25, 2015
Paid By: CONNIE HARDIN
Pay Method: CREDIT CARD 07447G
Printed: Friday, September 25, 2015 1:40 PM 1 of 1
SYSTEMS
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
9/2/2016
CONNIE HARDIN
4600 S 134 PL
SEATTLE, WA 98168
RE: Permit No. PG 15-0115
BOEING #9-101 - SEWER LIFT STATION
9725 E MARGINAL WAY S
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 10/3/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 10/3/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Rachelle Ripley � d
Permit Technician
File No: PG15-0115
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington. 98188 9 Phone 206-431-3670 9 Fax 206-431-3665
® City of Tukwila Jim Haggerton, Mayor
• Department of Community Development Jack Pace, Director
April 13, 2016
Connie Hardin
Holaday Parks Inc.
4600 S 134 PI
Tukwila, WA 98168
RE: Request for Extension #1
Permit Number PG15-0115
Dear Ms. Hardin,
This letter is in response to your written request for an extension to Permit PG15-0115. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced
permit. It has been determined that the City of Tukwila Building Division will be granting an extension
to the permit through October 3, 2016.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
qj 1!M
� 0.1 1 .,
Bill Rambo
Permit Technician
File: Permit No. PG15-0115
WAPermit CenteAExtension Letters\Permits\2015\PG15-0115 Permit Extension #l.docx
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665
Bill Rambo
From: Jerry Hight
Sent: Friday, March 18, 2016 2:22 PM
To: Bill Rambo
Subject: FW: Permit extension requests
fyi
Jerry E Hight MCP
Building Official I City of Tukwila
6300 Southcenter BLVD, Suite loo I Tukwila, WA 98188
T: 2o6/431-3675 I F: 2o6/431-3665
Jerry.Hight@TulcwilaWA.gov I http://vrw%,.Tul<wilaWA.gov
The City of opportunity, the community of choice.
**My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 **
From: Connie Hardin[mailto:connieh@holadayparks.com]
Sent: Friday, March 18, 2016 2:01 PM
To: Jerry Hight
Cc: Derek Hart
Subject: Permit extension requests
Hi Jerry.
I have 3 permits about to expire and would like to extend them.
M15-0115 Boeing 9-120 Substation 11 This job is running late due to construction delays.
M15-0123 Boeing 9-101 Sewer Lift Station This is running late due to delays in funding and acquiring equipment.
PG15-0115 Boeing 9-101 Sewer Lift Station This too is running late due to delays in funding and acquiring
equipment.
Thank you for your consideration. f
Request for Extension #
Connie Hardin
Holaday-Parks Current Expiration Date:
Extension Request:
Approved for --- days
❑ RECEIVED Denied (provide explanation)
.
CITY Of Tl9KWILA
Signature/Initials
MAR 2 12016
PERMIT CENTER
1
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
3/1/2016
CONNIE HARDIN
4600 S 134 PL
SEATTLE, WA 98168
RE: Permit No. PG 15-0115
BOEING #9-101 - SEWER LIFT STATION
9725 E MARGINAL WAY S
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 4/3/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 4/3/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: PG15-0115
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG15-0115 DATE: 09/25/15
PROJECT NAME: BOEING #9-101- SEWER LIFT STATION
SITE ADDRESS: 9725 E MARGINAL WAY S
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
OM(, A� �
Building Division Fire Prevention ❑ Planning Division ❑
k bM AM a
Public Works ❑ Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 09/29/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 10/27/15
Approved ❑ Approved with Conditions ❑
Corrections Required ❑ Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS: DATE:
Perinit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
HOLADAY PARKS INC
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Owner or tradesperson 4600 S 134TH PL
BECK, DAVID CARL SEATTLE, WA98168
206-248-9700
Principals KING County
BECK, DAVID CARL, PRESIDENT
CONNELL, DANIEL A, PRESIDENT
GIRI, BIJIT, PRESIDENT
PIZZEY, GRACE K, VICE PRESIDENT
FREEL, JERRY LEE, VICE PRESIDENT
PARKS, GERALD T JR, PRESIDENT
(End: 08/12/2015)
NAILON, JUNE ANNETTE, VICE PRESIDENT
(End: 08/12/2015)
O'CONNOR, BONNY K, SECRETARY
(End: 08/12/2015)
BECK, DAVID CLARENCE, TREASURER
(End: 08/12/2015)
VAN DER VEEN, ERIC M, VICE PRESIDENT
(End: 08/14/2013)
PIZZEY, GRACE KATHERINE, VICE
PRESIDENT
(End: 08/14/2013)
VAN DER VEEN, JULIE
ELIZABETH, MEMBER
(End: 08/14/2013)
CONNELL, DANIEL AARON, MEMBER
(End: 08/14/2013)
GIRI, BUIT, MEMBER
(End: 08/14/2013)
KIEL, RINALD HOWARD, MEMBER
(End: 08/14/2013)
WHITMYRE, CHRISTIAN, MEMBER
(End: 08/14/2013)
NELSON, MICHAEL, SECRETARY
(End: 11 /04/2010)
PARKS, DAVID L, TREASURER
(End: 11 /04/2010)
TALBOT, PAUL, TREASURER
(End: 11 /04/2010)
WA UBI No. Business type
578 004 089 Corporation
License
https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379NO&SAW= 10/5/2015
e
y N".. �R
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yuk <�2?;. ... §.: `a ' �.�:.- "� :-:..-�=. Wiz- ":Y�. 3Fatr .. _._: _ �= ~~::.ti.� . � . �:. ' s ate: �� _ ��� � �Ur�� -�
SYM I REVISION
REPLACE DC SEWER LIFT STATIONS
D22403-01
�m
=:q k� WER
MR mmmm P LOATo
VICINITY
MAP
PROJECT
SITE
FROM DOWNTOWN SEATTLE
o 0 0 \/
900
9
-53
9$ lO
p
cn
99
EXIT
xeow E s
pllT 158
158
OXBOW LOT
s
�BOEING ACCESS R4
N
IXIT
157
aff
157
599 900
' FROM KENT
EAST WGINAL war
TUKWILA ';: &AUBURN
CORPORATE PARK
99
FROM SEATTLE—TACOMA AIRPORT
MAP
-VICINITY
N
SCALE: NTS
BY APPROVED
WH TJ B
DATE SYM
09.15.15
VICINITY MAP
BUILDING ADDRESS:
9725 EAST MARGINAL WAY SOUTH
TUKWILA, WASHINGTON
9-99
9-98
,__0
9-96
9-90
AREA
SCALE: NTS
9-50
„ 09-1
9-120
MAP
PROJECT
SITE
52747
13-01
PROJECT SUMMARY
DESCRIPTION OF WORK: REPLACE DC SEWER LIFT STATIONS
CONTRACTOR: ADDRESS AND TELEPHONE NUMBER (WHEN KNOWN)
INDEX OF DRAWINGS
INCLUDED
IN SET
• DRAWING N0.
SHEET
N0.
DRAWING TITLE
REV
DATE
GENERAL
•
9-101—GD
GO
COVER SHEET
—
09.15.15
MECHANICAL
BLDG 9-101
•
9-101—M6R
M6R
9-101 SOUTH LIFT STATION #2 ENLARGED PLANS
A
09.15.15
•
9-101—TNM514R
TNM514R
TUNNEL #5 PLANS, SECTIONS AND DETAILS
8
09.15.15
•
9-101—TNM21
TNM21
TUNNEL HVAC DUCTWORK PLAN
A
09.15.15
•
9-101—TNM121
TNM121
TUNNEL #5 PIPING &UNDERGROUND PLUMBING PL
C
04.01.13
01
9-101—TNM514
TNM514
TUNNEL #5 PLANS, SECTIONS &DETAILS
B
09.15.15
•
9-101-1M115
1M115
PLUMBING FIRST FLOOR PLAN
F
07.17.12
•
9-101—M634
M634
Y/9 LIFT STA110N PLAN, SECTIONS &DETAILS
—
09.15.15
BLDG 9-1RD
•
9-1RD—M554R
M554R
LIFT STATION #1 PLAN, SECTIONS &DETAILS
G
09.15.15
•
9—YRD—M2
M2
MECHANICAL SCHEDULES — DC SEWER LIFT STATIO
A
09.15.15
•
9-1RD—M554
M554
LIFT STATION #1 PLAN, SECTIONS &DETAILS
G
09.15.15
•
9-1RD—M560
M560
LIFT STATION #2 PLAN, SECTIONS &DETAILS
—
09.15.15
ACCEPTABILITY C.-PECK
THIS DESIGN AND/OR CHECKED
G. BRUCE
SPECInCAIION IS APPROVED
INEER
APPROVED BY DEPT. I DATE T. BRYMI
G. BRUCE
SEP_APATE P7_'-., IT
� hh,�•. fir•,-,,
0-1�
ecilanical
�Electricai
❑ Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
ISSUED FOR CONSTRUCTION
SEPTEMBER 15, 2015
ATE SUBTITLE
08.11.15
08.11.15
ME
08.11.15
08.11.15
GENERAL
COVER SHEET
REPLACE DC SEWER LIFT STATIONS
BUILDING 09-101
DEV. CENTER, WA
Na charges sh811 bQ M-0de to the scope
of work without prior aft rcty I of
Tukwila Building Divlsic��.
NOTE: Rev:81uns will require* a rta ra Stan submittal
and M3V 16C'Ude additiaml nihn rawow f %,_
RLECOPY
r It Ito / olio
Plan review approval is suiect to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Fi nd rldition acicrlu:vledged:
By:
Date: k. 40—
CjlLof Tulkwila
ql?G], I_ISION
OCT, o 20;3
,� w e r • w
APPROVED
1 2015
l
City
III • • •
D22403-01
RECEIVED
CITY OF TUKWILA
SEP 2 5 2015
PERMIT CENTER
3009 urth Ave NE,
0 Suite Too
Bellevue WA g800,
425.6z8.6000
woodharbinger.com
DATE
GO
D22403-01
09-101—GO
09.15.15
IM
01
REFERENCE DRAWINGS
1. 1
�5aj::�T low en
Ewa
o, 0
,40
44&toll-r4b
C)IO t;le
A
20 ou i w -ro
-rip
�Aft H r..is
I WlAkCe va-6
A I �t, P1 t,56 H A Oro 150,vir
1�51: L3 OIZAl W Wlt+ jp
A
I
x.
I r14 1120V
1
y.
�1-v e. a I Q T tzc L
CIO
4S),
I
`-SAN
2"
(DRN)
t:Z:SAN -.
(DRN)
C9)
. ,
J27SAN —1 , �S� fi"VENT
1 4"VENT
4"VENT 4")ENT 4"VENT
I 1 ST FLR
(DRN) I '
SAN
�
I I
!
� -SANlh
I I
r
fi„SAN SAN - —
TUNNEL
L5 ! '
i
2v I 2v
2
I I
2"V ( I
�
I
I I
vmmm
9 rN,/ "A"
"WI F"
PLUMBING
SECTION
SCALE: 1/4" = 1'-0" TN 5M 14
DISCH.
SYM
I REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
A
STD SEWER LIFT SENSORS
8317824
M.WONG
RWS
03.10.09
B
REPLACE DC SEWER UFT STATIONS
D22403-01
WH
TJB
09.15.15
f�n^t
(9)
r ;"CW
F1
ST FLR
I
1" 4
TUNNEL
f
I
PIPING
SECTION B
SCALE: 1/4" = 1'-0" TNM5114
_U�_21A
LEGEND
A
COMPRESSED AIR
CW
DOMESTIC
COLD WATER
PW
PROCESS
WATER
V
VENT
RWL
RAIN WATER LEADER
SAN
SANITARY
WASTE
VAC
PROCESS
VACUUM
EG
ETHYLENE
GLYCOL
PG PRESSURE GAGE
GENERAL NOTES
1. SEE STRUCTURAL DWGS FOR TUNNEL LOCATIONS & DIMENSIONS.
2. FIELD VERIFY SIZES.
CONSTRUCTION NOTES
1 REMOVE EXISTING DUPLEX VERTICAL SEWAGE
PUMPS AND DISCHARGE PIPING UP TO 45 DEGREE
ELBOW.
REMOVE EXISTING LEVEL CONTROL ASSEMBLY AND
CONTROLLER AND TURN OVER TO BOEING.
3 REMOVE CONCRETE SLAB AREA LARGE ENOUGH
FOR NEW LIFT STATION ACCESS HATCH. SEE
ARCHITECTURAL DRAWINGS.
REMOVE SANITARY DRAIN PIPING IN VERTICAL TO
WET WELL AND HOIZONTAL TO THE EAST OF THE
WATER HEATER. KEEP PIPING IF IN GOOD
CONDITIOON TO REUSE IN RELOCATED POSITION.
REMOVE VERTICAL PORTION OF VENT PIPING FROM
SANITARY DRAIN TO WET WELL. KEEP PIPING IF IN
GOOD CONDITION TO REUSE IN RELOCATED
POSITION.
REFERENCE DRAWINGS
109-101—TNM 121 TUNNEL #5 PIPING/PLUMBING PLAN
109-101—TNM513 TUNNEL #5 PLANS, SECTIONS & DETAILS
6500—D-105.tif SECTIONS & DETAILS, ORIGINAL MYLAR
REVf°EVVED FOR
� IREr
OCTJ O 6 20
ISSUED FOR CONSTRUCTION
SEPTEMBER 15,2015
CODE COMPLIANCERECEIVED
APPROVED CITY OF TUKWILA
I SEP 3 0 2015 SEP 25 2015
City of Tukwila
JILD14G DIVISION
SCALE: 1/4" = 1' - 0"
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4' 8'
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A REPLACE DC SEWER LIFT STATIONS D22403-01 W TJ8 09.15.15
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED BY I DEPT. I DATE
kTE 08.26.15 111E
9
GENERAL NOTES
L 1 > EXHAUST GRILLE: TITUS MODEL 350; STEEL
CONSTRUCTION; 3/4' BLADE SPACING, 0 DEGREE
FIXED DEFLECTION; BLADES PARALLEL TO LONG
DIMENSION; OPPPOSED BLADE DAMPER.
REFERENCE DRAWINGS
CONSTRUCTION NOTES
PROVIDE EXHAUST GRILLE WITH VOLUME DAMPER
AT END OF EXISTING EXHAUST DUCT.
1 1 TT�� T T
TNM10 TNM11 TNM12 ITNM13 TNM14 TNM15
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TNM16 TNM17 TNM18 TNM19 TNM20 TNM21
TNM22 TNM23 TNM24 TNM25 TNM26 TNM27
REV WED FOR 's
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APPROVED TNM34 TNM35 TNM36 TNM37 TNM38 so
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SEP 3 0 2015 TNM39 TNM40 1NM41 TNM42 TNM43
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City of Tukwila
BUILDING DIVISION
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SEP 2 5 2015 8' 4' 0 4' 8' 16'
PERMIT CENTER .._w.cw
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ISSUED FOR CONSTRUCTION
SEPTEMBER 15,2015
01 ^&%a
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LEGEND
A
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CW
DOMESTIC COLD WATER
HW
DOMESTIC HOT WATER
HWC
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PW
PROCESS WATER
V
VENT
SAN
SANITARY WASTE
VAC
PROCESS VACUUM
8
DUPLEX AIR CONNECTION
PG
PRESSURE GAUGE
GENERAL
NOTES
1. COMPRESSED AIR AND PROCESS VACUUM PIPING
SYSTEMS: INSTALLATION OF COMPRESSED AIR AND
PROCESS VACUUM PIPING SYSTEMS SHALL BE IN
ACCORDANCE WITH FACILITIES MECHANICAL
STANDARD D38106-20 USING THE FOLLOWING
DEVELOPMENTAL CENTER SITE -SPECIFIC
PREFERENCES:
PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L,
HARD DRAWN.
FITTINGS: 2" AND SMALLER: WROUGHT OR CAST
COPPER SOLDERED OR PROPRESS
SOCKET FITTINGS. BRAZED JOINTS BELOW
GROUND.
2-1/2" OR LARGER: TYPE L COPPER
ROLL -GROOVED FITTINGS AND DUCTILE
IRON ROLL -GROOVED COUPLINGS WITH
EPDM GASKETS, RIGID SYSTEM.
VALVES: 2" AND SMALLER: BRONZE TWO-PIECE
BALL VALVE, THREADED END. APOLLO
70-100. PROVIDE WITH THREADED
ADAPTER FITTINGS.
2-1/2" AND LARGER: ELASTOMER-LINED
LUGGED BUTTERFLY VALVE. FURNISH
WITH 125# COPPER FLANGE ADAPTERS.
DEMCO 211xx
2. TESTING OF NEW COMPRESSED AIR AND PROCESS
VACUUM PIPING SHALL USE COMPRESSED AIR OR
NITROGEN AT 150 PSIG FOR 1 HOUR. THERE
SHALL BE NO LOSS IN PRESSURE. CHECK EACH
JOINT WITH SOAPY WATER.
REFERENCE DRAWINGS
TIFF 109-101-4512 PLUMBING PLAN & MACHINE FOUNDATION
TIFF 109-101-4963 UNDERGROUND PLUMBING
9-101-TNM01 SUMP PUMP LOCATION
CONSTRUCTION NOTES
TNMI10 TNM111 TNMI12 INM113 TNM114 TNM115
REVi�WED FOR TNM116 TNM117 TNM118 TNM11 TNM120 TNM121
CODE COMPLIANCE
APPROVED NM122 1NM123 TNM124 M12 TNM126 TNM127
SEP 3 0 2015 NM128 TNM129 TNM130 TNM13li TNM132 TNM133
city of Tukwila 634 TNM135 T013 TNM137 TNM138
BUILDING DIVISION TNM139 I TNM140 TNM141 TNM142 TNM143
144 TNM145 TNM146
RECEIVED
CITY OF TUKWILA E PLAN N
SEP 2 5 2015
8' 4' 0 4' 8'
PERMIT CENTER
16'
FOR REFERENGUmsONLY
FACILITY DESIGN BY WH DATE 09.15.15
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04.06.12
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06.07.12
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07.17.12
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04.25.12
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APPROVED 13Y DEPT. DATE DOUG HAN
DOUG HAN
LEGEND:
— A —
COMPRESSED AIR LINE
CW
DOMESTIC COLD WATER
SAN—
SANITARY SEWER
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GENERAL NOTES:
SEE 9-101—M510-1 E FOR CONTINUATION AND
9-101—M510-1G FOR RISER DETAILS
2. SEE TNM115 FOR TRENCH AND TUNNEL PIPING IN THIS AREA.
VERTICAL AIR RECEIVER TANK. 84" DIAMETER, 232" TALL,
5,000 GAL CAPACITY, 100 PSIG PRESSURE RATING, 4" FLANGED
INLET AND OUTLET, MANCHESTER TANK 302459, CODE STAMP
ASME.
REFERENCE DWGS:
9-101-1065 INDUSTRIAL VENTILATION FIRST FLOOR PLAN
09-YRD-M544 LIFT STATION #1 PLAN, SECTIONS & DETAILS
CONSTRUCTION NOTES:
1. COMPRESSED AIR RECEIVER TANK BY—PASS VALVE SHALL
BE INSTALLED 48 INCHES ABOVE FINISHED FLOOR.
2. AIR GAP FITTING JAY R SMITH FIG 3955S
T T y � J
Jo IT 'T'-� 1
1M1101 1M111 I 1M11211M1131 1M114 KAM1
1M116 1 1M1171 1M1181 1M1191 1M20 11M21
1M221 1M23 I 1M24 11M25 I 1M26 I 1M27
1 M28 1 M29 1 M30 1M31 1M32 1 M33
1 M34 1 M35 1M36 1 M37 1 M38
1 M39 1 M40 1 M40 1 M42 1 M43
1M44 1M45 11M46_
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4TE SUBTITLE
11.9.94 PLUMBING FIRST FLOOR PLAN
09.05.08 "'LE BTE TEST FRAME
09.05.08 BUILDING 9-101.1
SQUIRES 09.05.08 MECHANICAL MASTER COL. W-Z/1-6
07.17.12
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LEGEND
SYM I REVISION
REPLACE DC SEWER LIFT STATIONS
Mt?.54 M10314
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9-101 Y/9 SEWER LIFT STATION
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APPROVED DATE SYM
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START
LAG
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36"
START
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15" PUMP STOPS (SET POINT 1)
CONNECT WIRE TO
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LL-
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COMPRESSED AIR
CW
DOMESTIC COLD WATER
PW
PROCESS WATER
V
VENT
RWL
RAIN WATER LEADER
SAN
SANITARY WASTE
VAC
PROCESS VACUUM
EG
ETHYLENE GLYCOL
PG PRESSURE GAGE
GENERAL NOTES
1. REFER TO SHEET 9-YRD-M2 FOR EQUIPMENT
SCHEDULES.
2. SEE ELECTRICAL DESIGN PACKAGE FOR PUMP
POWER AND CONTROL WIRING.
3� VAUGHAN SE -SERIES SUBMERSIBLE CHOPPER PUMP
MODEL #SE3F WITH EXPLOSION PROOF MOTOR,
SPARK RESISTANT GUIDE RAIL SYSTEM AND
RECIRCULATION NOZZLE ASSEMBLY.
® VAUGHAN SE -SERIES SUBMERSIBLE CHOPPER PUMP
MODEL #SE3F WITH EXPLOSION PROOF MOTOR AND
SPARK RESISTANT GUIDE RAIL SYSTEM.
5. SANITARY SEWER PIPE SPECIFICATIONS:
PIPING: STANDARD WEIGHT, SEAMLESS,
GALVANIZED CARBON STEEL PER ASTM
A53 GRADE A OR B.
FITTINGS: GROOVED MALLEABLE IRON
WITH GRADE E GASKETS AND VICTAULIC
COUPLINGS PER ASTM A47.
REFERENCE DRAWINGS
TIFF 9-YRD, 109-000-4967-M6 SANITARY SEWER LIFT STATION
6500-D-105.TIF
CONSTRUCTION NOTES
1 INSTALL NEW DUPLEX SUBMERSIBLE SUMP PUMPS
TO OPERATE LEAD/LAG. LEAD PUMP TO BE
RECIRCULATING TYPE. INSTALL RAIL SYSTEM TO
ALLOW REMOVAL FROM SUMP FOR MAINTENANCE
PURPOSES,
INSTALL REMOVABLE SUMP LID TO ALLOW SUMP
PUMP REMOVAL.
FASTEN STEEL GUIDE RAIL BRACKET TO EDGE OF
SUMP ACCESS HOLE.
4� PROVIDE CONTEGRA MODEL SLX 130 LEVEL
SENSOR WITH PIPE MOUNTING BRACKET KIT.
SEE DETAIL
L�
M634
5� INSTALL LEVEL CONTROLLER ON THE SOUTH WALL.
6� RUN THE WIRE FROM THE SENSOR TO THE
CONTROLLER.
�REVtEVVED FOR RELOCATE SANITARY DRAIN AND VENT PIPING INLET
CODE COMPLIANCE TO SUMP TO THIS LOCATION. REUSE EXISTING
APPROVED PIPING IF POSSIBLE. NEW SANITARY DRAIN AND
Ski' 3 U 2015 VENT PIPING TO MATCH EXISTING.
® 3/4" SCH 80 PIPE. RUN TO 1-1/2- ABOVE
City of Tukwila FINISHED FLOOR. SEAL ANNULAR AREA BETWEEN
BUILDING DIVISION PIPE AND CONCRETE.
_.
MOUNT ABOVE NORMA XPI
RECEIVED SUMP.
CITY OF TUKWILA OU 0 , 2013
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SEPTEMBER 15,2015
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wood 3009 with Ave NE,
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DATE
D22403-0109.15.15
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SEE 9-101-1M115
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LIFT S TAT I O N# 1
PARTIAL PLAN
SCALE: 1 /4" =1'-0" 0
SYM I REVISION BY
— CONVERTED 09—YRD TIFF 109-000-4043 TO ACAD SAUDELL
A SAFETY POLE FOR TANK 10017144-11 M.WONG
B STANDARDIZE SEWER LIFT SENSORS 575680-00 M,WONG
C BTE TEST FRAME CONTROL ROOM — 90% IFR WH_12031.003 WH
D BTE TEST FRAME CONTROL ROOM — IFP WH_12031.003 WH
PROPERTY LINE
T - ,— EXIST. 1'-0'x2'-0"
8 FLG & PE i 1 f TELEPHONE DUCT
• !�� / r 22'WTR MAIN
�'
—�\
7
INVERT EL. ✓
INVERT EL.
\ 4 5 —0 I
(8" VITRIFIED CLAY) 8"0 CAST IRON \ a
_04 PIPE (TYP)
J 1 \,
�j
<. k�
SECTION
SCALE: 1 /4"=1'-
ULTRA—SONIC LEVEL
CONTROLLER MODEL DCR-1006,
TRANSDUCER MODEL DST-1002
SCIENTIFIC TECHNOLOGIES INC.
M554
6X3 BUSHING
PVC SCH80—��
3X1 BUSHING
THREAD PVC
REMOVE EXISTING
6"PVC SCH80
SCH80
HATCH COVER —
FLANGE
NORMALLY
41 CLOSE VALVE
APG ULTRASONIC LEVEL
I6X6X3
RED. TEE
TOP OF SUMP
SENSOR DST-1002qE
SAN
PVC SCH80 ,.-1
"
AIR VENT 68"
+�
BELOW TOP OF SUMP109SE
EL. 50"
(SET POINT 4)
HIGH LEVEL ALARM (1007.)
EL. 45"
(SET POINT 3)
STARTS"
LAG PUMP (90%)
6"PVC SCH80
EL 35
(SET POINT 2)
�ULTRASONICAPG
L EVEL
I STARTS
LEAD PUMP (70%)
006
CONTROLLER DCR
�"OD 0.035" TYPE 304
S.S. 18' UNDERGROUND
h"OD ANTI —SYPHON
VALVE, GRIFFCO BPT050S
EL 15" (SET POINT 1) + 12" ABOVE THE
STOP PUMPS (30%) BOTTOM OF SUMP
BOTTOM OF SUMP
SEWER LIFTS AT 9-08 & 9-52
ULTRA -SONIC LEVEL CONTROLS
SCALE: 1 /2"=1'-0" TNM51
3" 0 BOLLARD
(TYP. OF 2)
4'x3'-6°x6"
CONCRETE PAD
120 GAL AUTOFEED SYS. OF
SLB-200, POLY ROTONICS TANK
SECTION
SCALE: 1 "=1'-(
6" FLG FILLER x3"t
6"FLG & PE
6" 45'.,
SECTION
SCALE: 1 /2"=1'-0
CCESS HATCH
6" FLOW METER TRANSMITER
MAGNETIC TYPE
TRUE WYE
hGZPLG ADAPTER
M554
MANHOLE COVER
9-52 SEWER LIFT 3
SCALE: 1/2"=1'-C" 109SEWER M554
APPROVED DATE SYM REVISION BY APPROVED DATE J.
11.11.08 E BTE TEST FRAME UTILITIES & TOOL — IFC WH_12031.005 WH ACP 05.24.12
F BTE TEST FRAME UTILITIES — IFC REVISION WH_12031.005 WH ACP 06.07.12
RWS 03.10.09 G 9-101 NORTH, SOUTH & / Y — , 9 IFC D22403-01 WH GPB 09.15.15 X, 2
5274
GV 04.06.12 -
ACP 04.13.12 _
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED BY IDEPT. DATE
REMOVE EXISTING ULTRA —SONIC
LEVEL CONTROLLER AND REPLACE
WITH 8" BLIND FLANGE. ABANDON
LEVEL CONTROL ASSEMBLY IN PLACE.
1"VENT
3"RF
FLG.
�J
C>
y ' FLG.
N LEVEL CONTROL
------ I'_ .`—�
SYSTEM IN PLACE
WET
I
_--_ EL 50" HL ALARM
I
--- EL 45" START LAG PUMP
r
ci'
('
.;
00
ao
---- EL 35" START LEAD PUMP
V
--- EL 15" STOP PUMP
LIND FLG.
\ •.ice // \\/�—\'-f'/ { /'^`!'\l".Yt .\� Ci\i` //. ,� •'-�-^,.
SECTION
SCALE: 1 /4 =1 -0 M554
cnr`c AC' 1 AAknCPADC
9-08 SEWER LIFT T
SCALE: 1/4"=1'-O" 109SEWER M554
I
VEL
A
1006
554
SCAPE
8"STILL
WELL
AV
WET WELL PUMP ROOM
> BELOW { BELOW
M554 3"
ELEC.
CONDUIT
_� ::.., .. 4� - . .ICI . , .. • � ... .
i"IP DRAIN J
r
GENERAL NOTES
REFERENCE DRAWINGS
TIFF 9—YRD, 109-000-4043 SEWAGE METERING SYSTEMS
9-101-1M115 PLUMBING FIRST FLOOR PLAN
CONSTRUCTION NOTES
REMOVE EXISTING DUPLEX DRY WELL PEDESTAL
SUMP PUMPS AND DISCHARGE PIPING UP TO
CHECK VALVE.
2 REMOVE EXISTING SUMP PUMP,
REMOVE ALL SENSORS AND METERS USED FOR
MAINTAINING PH AND DETECTING COMBUSTIBLE
GASES/VAPORS.
® REMOVE PIPE SPOOL. THE LENGTH OF THIS SPOOL
WILL HAVE TO BE CHANGED TO MATCH UP WITH
NEW DISCHARGE OF PUMP.
REVIEWED FOR OCT, O. F
HEAVY DUTY FRAME — "1 k — — - CODE COMPLIAN
COVER, NEENAH 1 �` APPROVED
FORY R-6016 (OR � � 0
EQUAL) - SEP 3 2015 ; ,
��----� 4 2 0 2 4 8
MENEM
City of Tukwila
BUILDING DIVISION CALE: 1/4" = 1' - 0"
1'-10° ')' t' n 1' �' 4'
METER ENCLOSURE
D ETAI L
SCALE: 1 "=1 '-O" M554
ISSUED FOR CONSTRUCTION
SEPTEMBER 15,2015
kTE SUBTITLE
11.07•08 LIFT STATION #1 PLAN, SECTIONS & DETAILS
TIT LE REPLACE DC SEWER LIFT STATIONS
09 YARD
MECHANICAL MASTER
Od3009 u2th Ave NE,
Suite 2Do
hinq Bellevue WA g8004
er
425.628.6000
woodharbinger.com
SYMBOL DATE
D22403-01 G 09.15.15
T
M554R...
NO. .... M 0•
AIR BLOWER SCHEDULE
MARK
SERVES
TEMP
CFM
TOTAL
S.P.
RPM
MOTORBLOWER
ARRANGEMENT
REMARKS
IN W.G.
HP
VOLTS
PHASE
HERB
AB-1
9-101 NORTH
AMB
180
0.5
1750
1/2
115
1
60
UPWARD BLAST
DIRECT DRIVE
7µgN CITY MODEL CIW SIZE 705
LIFT STATION #1
AB-2
9-101 SOUTH
AMB
180
0.5
1750
1/2
115
1
60
UPWARD BLAST
DIRECT DRIVE
�N CITY MODEL qW SIZE 705
LIFT STATION #2
SEWAGE PUMP SCHEDULE
MARK
SERVES
FLUID
TEMP
::GPM
HEAD
RPM
MOTOR
PUMP
REMARKS
VAUGHAN CHOPPER PUMP MODEL SE3F W/EXPLOSION
P_ Y9A
9-101 Y/9
SANITARY
AMB
100
23
1750
5
46D
3
60
SUBMERSIBLE
RECIRCULATING
PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
RECIRCULATION NOZZLE ASSEMBLY
P—Y9B
9-101 Y/9
SANITARY
AMB
10d
23
1750
5
460
3
6d
SUBMERSIBLE
VAUGHAN CHOPPER PUMP MODEL SE3F W/EXPLOSION
PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
9— K
S R
LIFT STATION
SEWS
PEDESTAL
9-101 K 22
SANITARY
DRYWELL
P
—
E
ED L
P-101NA
9-101 NORTH
SANITARY
AMB
450
20
I
1170
5
460
3
60
DRYWELL
PEDESTAL
VAUGHAN CHOPPER PUMP MODEL PE4K
LIFT STATION #1
SEWER
I
P-101NB
9-101 NORTH
SANITARY
AMB
450
20
1170
5
460
3
60
DRYWELL
PEDESTAL
VAUGHAN CHOPPER PUMP MODEL PE4K
LIFT STATION #1
SEWER
P-101SA
9-101 SOUTH
SANITARY
AMB
450
20
1170
5
460
3
60
DRYWELL
PEDESTAL
VAUGHAN CHOPPER PUMP MODEL PE4K
LIFT STATION #2
SEWER
I
P-101SB
9-101 SOUTH
SANITARY
AMB
450
20
1170
5
460
3
60
DRYWELL
PEDESTAL
VAUGHAN CHOPPER PUMP MODEL PE4K
LIFT STATION #2
SEWER
G C R P E P N
P-08LSA
AMB
1050
27.5
1180
15
460
3
60
RECIRCULATING
PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
RECIRCULATION NOZZLE ASSEMBLY
P-08LSB
9-008 SEWER
SANITARY
AMB
1050
27.5
1180
15
460
3
60
SUBMERSIBLE
VAUGHAN CHOPPER PUMP MODEL S6W W/EXPLOSION
PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
VAUGHAN CHOPPER PUMP MODEL S3L W/EXPLOSION
P-52LSA
9-052 SEWER
SANITARY
AMB
265
40
1765
7-1/2
460
3
60
SUBMERSIBLE
RECIRCULATING
PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
RECIRCULATION NOZZLE ASSEMBLY
P-52LSB
9-052 SEWER
SANITARY
AMB
265
4O
i765
7-1/2
460
3
60
SUBMERSIBLE
VAUGHAN CHOPPER PUMP MODEL S3L W/EXPLOSION
PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
VAUGHAN CHOPPER PUMP MODEL SE3G W/EXPLOSION
P-53LSA
9-053 SEWER
SANITARY
AMB
150
24
1750
3
460
3
60
SUBMERSIBLE
PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
RECIRCULATING
RECIRCULATION NOZZLE ASSEMBLY
P-523SB
9-053 SEWER
SANITARY
AMB
150
24
1750
3
460
3
60
SUBMERSIBLE
VAUGHAN CHOPPER PUMP MODEL SE3G W/EXPLOSION
PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM
LIFT STATION
SEWER
SUMP PUMP SCHEDULE
MARK
SERVES
GPM
HEAD
RPM
MOTOR
PUMP
REMARKS
No.
FT H2O
HP
VOLTS
PHASE
HERTZ
TYPE
SP-101N
9-101 NORTH
48
20
1750
1/2
115
1
60
SUBMERSIBLE
NON —CLOG
LIBERTY LE50 SUBMERSIBLE SEWAGE PUMP
LIFT STATION #1
1
SP-10IS
9-101 SOUTH
48
1 1
20
1750
1
1/2
1
115
1
60
1
SUBMERSIBLE
1 NON -CLOG
LIBERTY LE50 SUBMERSIBLE SEWAGE PUMP
LIFT STATION #2
SYM
I REVISION
BY
APPROVED
DATE
SYtrl
REVISION
BY
APPROVED
DATE
—
REPLACE DC SEWER LIFT STATIONS 022403-01
WH
GPB
09.01.15
A
9-101 NORTH, SOUTH & Y/9 — IFC 022403-01
WH
TJB
09.15.15
e asi� .E �6t a �,.,�:5�:s �� ✓r7 �.e}sv �eP4a.'�7'�°,J
527
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 3 0 2015
City of Tukwa
BUILDING DIVISION
ISSUED FOR CONSTRUCTION
SEPTEMBER 15,2015
t�
0CTI v.S* 20 1C
RECEIVED
CITY OF TUKWILA
SEP 2 5 2015
PERMIT CENTER
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
BRAWN
C. PECK
DATE
08.11.15
SUBTITLE
MECHANICAL SCHEDULES - DC SEWER LIFT STATIONS
wKKtN1 tMVwum
D224o3-01
31MDVL
G. BRUCE
08.11.15
sHEEr
M24.-
ENGINEER
T. BRYANT
08.11.15
T►7� REPLACE DC SEWER LIFT STATIONS
09 YARD
DEV. CENT W
APPROVED BY
DEPT.
DATE
G. BRUCE
08.11.15
0 0.
01
AP
No..,-A.A —Y
M
APPROVE
oGENERAL
N
3009 with Ave NE,
Suite ioo
Bellevue WA 98004
425.628.6000
woodharbinger.com
09.15.15
LEGEND
2 8°STILL
M 660 WEIl
-L
(D I
M`5,5�4 �B 4 ^
=VIA'
1 �C i=ii
r2-"N\METER
M554 COVER DETAIL
LIFT STATION #1
D ETAI L
SCALE: 1/4" =1'-O" M554 N
SEWER LIFT STATION #1
-------------- ------------
I
1 ' 1
I I ,
1 1
p„ SAN
I I 1
I ' � �
tl! 111 I I
i
CORE DRILL AND SEAL
WATERTIGHT USING LINK —SEAL `
1 I I '
OR OTHER APPROVED I I _ i L________-- _--I
z
M
SLOPE AT 1 /4" PER
FOOT DOWNWARD TOWARD
LIFT STATION #1.
SEE 9-101-1M115
FOR CONTINUATION
1 "0 CORE DRILL AND SEAL
WITH VULKEM 116 SEALANT
` GRAD
11
G
8" SAN
h"OD 0.035" TYPE 304
S.S. 18" UNDERGROUND
(E)8'0 SUCTIONJ
(E)8.0 ISOLATION
IVI JJ`t
SECTION
SCALE: 1/4 "=1'-0"
102" HIGH LEVEL ALARM (SET POINT 4)
94" START LAG UP (SET POINT 3)
70" START LEAD PUMP (SET POINT 2)
39" PUMP STOPS (SET POINT 1)
3" 0 BOLLARD
(TYP. OF 2)
` EXIST. 1'-O,x2•-O"
��. /N: ,\\ ' TELEPHONE DUCT
22"WTR MAIN
j INVERT EL.
8.77'
L
(8" VITRIFIED CLAY)
6"O DISCHARGE PIPING
5'-0" i
8"0 CAST IRON
PIPE (TYP) '
6" FLOW METER
MAGNETIC TYPE
SECTO-7
SCALE: 1 /2"=1'-0 M554
TOP OF SUMP
SEAL WITH
CORD COUPLER
SLX 130 PIPE
MOUNTING
BRACKET KIT
CONiEGRA MODEL
SLX-130 LEVEL
TRANSDUCER
�f 1BOTTOM
MINIMUM 6" ABOVE THE
OF SUMP
BOTTOM OF SUMP
9 —008 SEWER LIFT STATION
LEVEL CONTROL E
SCALE: 1 /2"=1'-0" M554, 109SEWER M554
(� LIFT STA1 4'x3'-6"x6"
UNISTRUT I CONTROL PANEL O CONCRETE PAD
120 GAL AUTOFEED SYS. OF
gFp SLB-200, POLY ROTONICS TANK
Yi"OD ANTI —SYPHON
VALVE, GRIFFCO BPT050S
ur i� STATION #1
PARTIAL PLAN 09-YRD-M55411M115 Q
70" START LEAD PUMP (SET POINT 2)
39" PUMP STOPS (SET POINT 1)
3" 0 BOLLARD
(TYP. OF 2)
` EXIST. 1'-O,x2•-O"
��. /N: ,\\ ' TELEPHONE DUCT
22"WTR MAIN
j INVERT EL.
8.77'
L
(8" VITRIFIED CLAY)
6"O DISCHARGE PIPING
5'-0" i
8"0 CAST IRON
PIPE (TYP) '
6" FLOW METER
MAGNETIC TYPE
SECTO-7
SCALE: 1 /2"=1'-0 M554
TOP OF SUMP
SEAL WITH
CORD COUPLER
SLX 130 PIPE
MOUNTING
BRACKET KIT
CONiEGRA MODEL
SLX-130 LEVEL
TRANSDUCER
�f 1BOTTOM
MINIMUM 6" ABOVE THE
OF SUMP
BOTTOM OF SUMP
9 —008 SEWER LIFT STATION
LEVEL CONTROL E
SCALE: 1 /2"=1'-0" M554, 109SEWER M554
(� LIFT STA1 4'x3'-6"x6"
UNISTRUT I CONTROL PANEL O CONCRETE PAD
120 GAL AUTOFEED SYS. OF
gFp SLB-200, POLY ROTONICS TANK
Yi"OD ANTI —SYPHON
VALVE, GRIFFCO BPT050S
ur i� STATION #1
PARTIAL PLAN 09-YRD-M55411M115 Q
� N
.
..
WET WELL
DRY WELL
} .
4" AIR BLO
•
DISCHARGE
n
n n
"
v Y
Y Y V
8 BLIND
FLG.
1 VENT-,.8"BLD
FLG.
I' M560
8" BOND
FLG.
\: 5 OP
N
t�
MANHOLE COVER
EXISTING �\
I ACCESS
HATCH
Ir/ ACCESS �\
ACCESS t — — — — HATCH —
HATCH ( — — 1 i I_'>0
I I
I I
MANHOLE �\ 1i\�a CONTROL
COVER PANEL i TILTING HATCH
COVER
9-08 SEWER LIFT 4
SCALE: 1/4"=1'-0" 1095EWER M554
LIFT STATION
9 — 5 2 SEWER LIFTrT_�DETAIL M554 M561
SCALE: 1/2"=1'-O" 109SEWER M554
8"STILL
WELL
WET WELL _ PUMP ROOM
BELOW I. BELOW ?
M554 - 3" j
ELEC. '
METER COVER CONDUIT I
_
GRADE . • - — — — — � .. I �—._=�=�--- .. - - •. •- ..
WET WELL \ \; �;"IP DRAIN
\ METER ENCLOSURE i
i HEAVY DUTY FRAME
�i 11
J"IP DRAIN Icp
COVER, NEENAH ^——� i 1
I; • j FORY R-6016 (OR I
EQUAL)
8"STILL--t---�
WELL
i
SCALE: 1 /4"=1 '-O" M554
r� ,� EDGE OF LANDSCAPE
SECTION
SCALE: 1 "=1'-0"
SYM
REVISION
BY
APPROVED
DATE
Sw
REVISION
BY
APPROVED
DATE
—
CONVERTED 09—YRD TIFF 109-000-4043 TO ACAD
S.RUDELL
11.11.08
E
BTE TEST FRAME UTILITIES & TOOL — IFC WH_12031.005
WH
ACP
05.24.12
A
SAFETY POLE FOR TANK 10017144-11
M.WONG
F
BTE TEST FRAME UTILITIES — IFC REVISION WH_12031.005
WH
ACP
06.07.12
B
STANDARDIZE SEWER LIFT SENSORS 575680-00
M.WONG
RWS
03.10.09
G
9-101 NORTH, SOUTH & Y/9 — IFC D22403-01
WH
TJB
09.15.15
C
BTE TEST FRAME CONTROL ROOM — 90% IFR WH_12031.003
WH
GV
04.06.12
D
BTE TEST FRAME CONTROL ROOM — IFP WH_12031.003
WH
ACP
04.13.12
METER ENCLOSURE
DETAIL r2_'N�
SCALE: 1"=1'-0" M554
MANHOLE
ISSUED FOR CONSTRUCTION
SEPTEMBER 15,2015
GRADE
GENERAL NOTES
1. REFER TO SHEET 9-101-M2A-X FOR EQUIPMENT
WER SCHEDULES.
PIPING
2 SEE ELECTRICAL DESIGN PACKAGE FOR PUMP
�(E)3 SUMP PUMP
DISCHARGE PIPING
POWER AND CONTROL WIRING.
TO WET WELL
AB 4 3�
VAUGHAN PE -SERIES, VERTICAL, DRY PIT CHOPPER
2
PUMP MODEL #PE4K WITH DUCTILE CAST IRON
-5" AIR BLOWER
CASING, MECHANICAL SEAL REQUIRING NO SEAL
;= SUCTION PIPING
FLUSH.
.ABANDON LEVEL
®
TWIN CITY CAST IRON AIR BLOWER MODEL #705CIW
CONTROL SYSTEM
IN PLACE
WITH TYPE B SPARK RESISTANT CONSTRUCTION,
.—UNION, POC
DIRECT DRIVE, UPWARD BLAST, AND FLANGED INLET
AND OUTLET.
--3"O PIPE
--3"x2" REDUCER,
THD'D
Ej>
LIEBERT LE50 1/2 HP SUBMERSIBLE SEWAGE PUMF
—2"0
WITH PIGGYBACK ON/OFF FLOAT SWITCH, CAST
PIPE
IRON HOUSING AND IMPELLER, STAINLESS STEEL
SHAFT AND HARDWARE, AND MECHANICAL SEAL.
6
VAUGHAN S-SERIES SUBMERSIBLE CHOPPER PUMP
MODEL #S6W WITH EXPLOSION PROOF MOTOR,
SPARK RESISTANT GUIDE RAIL SYSTEM AND
RECIRCULATION NOZZLE ASSEMBLY.
7�
VAUGHAN S-SERIES SUBMERSIBLE CHOPPER PUMP
MODEL #S6W WITH EXPLOSION PROOF MOTOR AND
SP T Y
8.
SANITARY SEWER PIPE SPECIFICATIONS:
PIPING: STANDARD WEIGHT, SEAMLESS,
GALVANIZED CARBON STEEL PER ASTM
A53 GRADE A OR B.
FITTINGS: GROOVED MALLEABLE IRON
WITH GRADE E GASKETS AND VICTAULIC
COUPLINGS PER ASTM A47.
EDGE OF LANDSCAPE
G
REFERENCE DRAWINGS
TIFF 9—YRD, 109-000-4043 SEWAGE METERING SYSTEMS
9-101-1M115 PLUMBING FIRST FLOOR PLAN
G CONSTRUCTION NOTES
1� PLUG pH SENSOR TAPS.
2�INSTALL NEW CONTEGRA SLX130 LEVEL
CONTROLLER WITH PIPE MOUNTING BRACKET KIT
SEAL PENETRATION TO WET WELL ACCORDINGLY.
INSTALL DUPLEX DRY WELL PEDESTAL STYLE
VAUGHAN CHOPPER PUMPS OPERATING LEAD/LAG.
R:�:> INSTALL SUMP PUMP.
SHIM PUMP AS REQUIRED TO MATCH CENTERLINE
OF EXISTING SUCTION LINE FROM WET WELL.
REVIEWED F01t�-•-
CODE COMPLIANCE
APPROVED
SEP 3 0 2015 4' 2' 0 2' 4' 8'
r".5.i
V`.7- ,
SCALE: 1 /4" = 1 ' - 0"
1 ~ City of Tukwila
�,. ILDING DIVISION 2 1 0 1 2,
4
RECEIVED
OCT O '� CITY OF TUKWILA SCALE: 1/2" - 1' - 0"
SEP 2 5 2045 1 ' 6" 0 6" 1 ' 2'
• PERMIT CENTER
SCALE: 1" = 1' - 0"
wo 0 a 3009 with Ave NE,
3 Suite ioo
Bellevue WA 98004
9 Harbinamer 425.628.6000 a
woodharbinger.com
rB'4- t�6
mw
M560 M560
5 SP 4`0 AIR BLOWER
POC DISCHARGE
4.
6 1 OV �
2'x2'x2' SUMP •• � I - ,— . '
Fi 9iool�
is .
6u t
— — HOLE 4`x6"RED I
/ 0 SUCTION LINE 3 6SAN
(E)4'
I a DISCHARGE TO
f. M.H.
1111 ----L-
d
.S L
WET WELL 9 A
4•
•, p M560
• • 14'x6"RED 101 S-F
a
I a �r • ' AB DRY WELL �. D
1 5
a
4 I , rs 4 ' M560
M.SS4 1 1
INVERT EL.
2.62'
LIFT S TAT I O N# 2
PARTIAL PLAN
SCALE: 1 /2" =1'—O" 09—YRD—M554 M560 N
WET WELL
DRY WELL
P
101S
d
4 r
d, 4
SECTION
SCALE: 1/2" =1'—O" M560
4"0 AIR BLOWER
DISCHARGE
n-1
DISCHARGE TO
M.H.
INVERT EL.
12.95'
DISCHARGE
E)4" ISOLATION
(ALVE
E)4" CHECK VALVE
4.0 PIPE, FIELD
VERIFY LENGTH
4" FLANGED
ELBOW
FRESH AIR INTAKE
AIR BLOWER
;HARGE
AIR BLOWER
'TION
SECTION_
SCALE: 1 /2" =1 '-0" M560
LP d 1.
•
a
d
.d
DRY WELL
e
;
a
d.
4
l
..
'
�i
1-.
(E)4SAN
I• V
DISCHARGE
(E)4"SAN
° •,
i
as
1.
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SECTION
SCALE: 1 /2" =1 '—O" M560
SYM REVISION _ BY APPROVED DATE SYM REVISION BY APPROVED DATE
REPLACE DC SEWER LIFT STATIONS D22403-011 WH I GPB 1 09.15.15
TOP OF SUMP
= y
65" HiGH LEVEL ALARM (SET POINT 4)
55 START LAG UP (SET POINT 3)-- —4--`-
48" START LEAD PUMP (SET POINT 2) •
°.
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I a
15" PUMP STOPS (SET POINT 1)
I • •i
BOTTOM OF SUMP ;
SLX130 PIPE
MOUNTING
BRACKET KIT
CONTEGRA MODEL
SLX130 LEVEL
TRANSDUCER
w
MINIMUM 6" ABOVE
THE BOTTOM OF SUMP
9-101 NORTH &SOUTH SEWER
LIFT STATION LEVEL CONTROL �
SCALE: 1/2"=1'-0" M560, 0
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4 •
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4 •
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DRY WELL
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DISCHARGE
(E)4SAN DISCHARGE
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ISOLATION I (E)4" ISOLATION
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VALVE VALVE
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�—(E)4" CHECK VALVE
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CHECK
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VALVE
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4-0 PIPE, 4"0 PIPE, FIELD
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FIELD VERIFY LENGTH
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VERIFY
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LENGTH
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SECTION
SCALE: 1 /2" =1'-0" M560
LEGEND
GENERAL NOTES
1. REFER TO SHEET 9—YRD—M2 FOR EQUIPMENT
SCHEDULES.
2. SEE ELECTRICAL DESIGN PACKAGE FOR PUMP
POWER AND CONTROL WIRING.
3� VAUGHAN PE —SERIES, VERTICAL, DRY PIT CHOPPER
PUMP MODEL #PE4K WITH DUCTILE CAST IRON
CASING, MECHANICAL SEAL REQUIRING NO SEAL
FLUSH.
® TWIN CITY CAST IRON AIR BLOWER MODEL #705CIW
WITH TYPE B SPARK RESISTANT CONSTRUCTION,
DIRECT DRIVE, UPWARD BLAST, AND FLANGED INLET
AND OUTLET.
[� LIEBERT LE50 1 /2 HP SUBMERSIBLE SEWAGE PUMP
WITH PIGGY BACK ON/OFF FLOAT SWITCH, CAST
IRON HOUSING AND IMPELLER, STAINLESS STEEL
SHAFT AND HARDWARE, AND MECHANICAL SEAL.
6. SANITARY SEWER PIPE SPECIFICATIONS:
PIPING: STANDARD WEIGHT, SEAMLESS,
GALVANIZED CARBON STEEL PER ASTM
A53 GRADE A OR B.
FITTINGS: GROOVED MALLEABLE IRON
WITH GRADE E GASKETS AND VICTAULIC
COUPLINGS PER ASTM A47.
REFERENCE DRAWINGS
TIFF 9—YRD, 109-000-4967—M6 SANITARY SEWER LIFT STATION
CONSTRUCTION NOTES
1� MOUNT ABOVE NORMAL HIGH WATER LINE IN
SUMP.
3/4" NPT PIPE PROVIDED WITH CONTEGRA SLX130
PIPE MOUNTING BRACKET KIT.
3 RUN WIRE TO CONTROL PANEL, SEE DWG
09—YRD—E509.
® RELOCATE AIR BLOWER TO NORTHEAST CORNER OF
DRYWELL. REROUTE 4"0 BLOWER PIPING TO
RECONNECT TO EXISTING PIPING. MATCH EXISTING
PIPE TYPE AND INSULATION.
EXTEND 5" 0 EXHAUST INLET TO 1'-0" ABOVE
FINISHED FLOOR.
® INSTALL SUMP PUMP.
INSTALL DUPLEX DRY WELL PEDESTAL STYLE
VAUGHAN CHOPPER PUMPS OPERATING LEAD/LAG.
® SHIM PUMP AS REQUIRED TO MATCH EXISTING
CENTERLINE OF 4"0 SUCTION FROM WET WELL.
® RELOCATE EXISTING GATE VALVE TO ACCOMMODATE
NEW PUMP AND 6"x4„ REDUCER.
ISSUED FOR CONSTRUCTION
SEPTEMBER 15,2015
J. $ ACCEPTABILITY TJB—09.15.15 CHECKED THIS DESIGN AND/OR
LIFT STATION #2 PLAN, SECTIONS & DETAILS
SPECIFICATION IS APPRENGINEER TITIE
OVED
APPROVED BY DEFT. DATE REPLACE DC SEWER LIFT STATIONS
tT CHECKED
✓✓ APPROVED
09 YARD
jCNA1, �'
MECHANICAL MASTER 1002
EV WED FOR
)ECOMPUgNCE
APPROVED
SEP 3 0 2015
s
City of Tukwila
BUILDING DIVISION
0CTi 0 2 0 103
RECEIVED
CITY OF TUKWIL.A
SEP 2 5 2015
PERMIT CENTER
1' 2' 4'
SCALE: 1 /2" = 1' — 0"
D22403-011 —
_M560
3oog with Ave NE,
Suite ioo
Bellevue WA 98004
425.628.6000
woodharbinger.com
ATE c
09.15.15
CIS
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Y
MP NO U
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