HomeMy WebLinkAbout31052100400108_PWD4077 - Application and Review_2026 CONSTRUCTION PERMIT APPLICATION
Community and Economic Development
City of Arlington • 18204 591h Avenue NE • Arlington,WA 98223 • Phone (360)403-3551
CIVIL(TYPE I) O GRADING/PAVING/DRAINAGE (TYPE II) ❑ RIGHT OF WAY(TYPE III)
TYPE I&II ONLY NEW DEVELOPMENT 71 REDEVELOPMENT O
Project Name: WSCA FIRE SPRINKLER PROJECT
Project Address/Location: 4701 Airport Blvd Arlington, WA 98223 Tax Parcel I.D.#:01201900000600
Description of Project: Tap the main water line, install 6" underground restrained fire main to riser room
with flange riser. Test, flush, and UL Cert.
Project Size in Acres: DOE General Construction Stormwater Permit#:
OWNER
Name:WEST SIDE CONDOMINIUM ASSOCIATION
Address: PO BOX 3123,
City: Arlington State: WA Zip:98223-3123 Phone: 360-729-7100
Email:will@pastron.onmicrosoft.com
APPLICANT
Name:Welch Brothers Construction Inc.
Address:PO BOX 818
city: Anacortes State: WA Zip: 98221 Phone: 360-293-9848
Email:mike@wlechbros.com
ENGINEER
Name:N/A
Address:
City: State: Zip: Phone:
Email: License#: Expiration:
CONTRACTOR
Name:Same as Applicant
Address:
City: State: Zip: Phone:
Email: License#: WELCHBC995RC Expiration: 12/13/25
I, hereby certify that I have read and examined this application, City of Arlington Municipal Code, Standard Plan & Specifications. Performance of the
proposed work shall follow all applicable laws and regulations.The owner/applicant shall assume full and complete responsibility for said work and shall
be responsible for the acquisition and compliance of all applicable permits and/or authorizations which may include,but not limited to, Right of Way
Permit,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent(NOI),National Pollutant Discharge Elimination System (NPDES),Army Corp.of
Engineers Permit the requirements of the Endangered Species Act,and the Forest Practices Application(FPA).
Signature-
Print Name: Samantha Wise Date: 9/30/25
Pagel of 2 REV2/2024
Complete package constitutes all items. Only complete submittals will be accepted.
Civil-Submittal Requirements,Type I: Electronic files shall be PDF on USB flash-drive,email,or drop-box
Complete Application
Construction Plans including cut/fill quantities
■ 2 full size plan sets 22"x 34"
■ PDF file of the complete plan set
■ 2 full size set of landscape plans 22"x 34"
Marysville Utility plans,if applicable(2 sets)
Department of Ecology General Construction Stormwater Permit(if applicable)
Drainage Analysis including calculations and downstream analysis(2 sets)and(PDF file);refer to Stormwater Drainage
Requirements
eGeotechnical Report(2 sets)and(PDF file)
SEPA is required if 250 or more cubic yards of cut/fill is proposed (not required if included with a Land Use Permit);if
there is not a Land Use Permit associated with the project,Public Notice Materials will be required
Grading cut/fill quantity:
Design Vehicle-demonstrate turning radius include 45' Fire truck,dual axle,256-inch wheelbase
Drafts of easement(s)dedication(s),and/or CAPE(s)for review
Flood Hazard Permit Application and required documentation if project is within 100-year flood plain;refer to Flood
Hazard guidance documents
eConstruction Calculation Worksheet
NPDES Permit(if required);See Storm Water Drainage Report,New or Redevelopment Flowcharts
eAssurance Device will be required prior to Permit Issuance (Bond or Assignment of Funds)
Permit Fee due at time of permit submittal
Grading Paving Drainage Submittal Requirements,Type II:Electronic files shall be PDF on USB flash-drive,email, or
drop-box
eComplete Application
Construction Plans including import/export quantities
■ 2 full size plan sets 22"x 34"
■ PDF file of the complete plan set
❑ Drainage Analysis including calculations and downstream analysis(2 sets)and(PDF file);refer to Stormwater Drainage
Requirements
Department of Ecology General Construction Stormwater Permit(if applicable)
Geotechnical Report(2 sets)and(PDF file)
SEPA is required if 250 or more cubic yards of cut/fill is proposed(not required if included with a Land Use Permit)
SEPA Public Notice Material Requirements:
■ Snohomish County Assessor's Quarter Section Map: O Show Subject Property O Show 500 ft.Boundary
■ Current Owner List(of properties within 500ft.radius) including the following:
O Tax Parcel ID Number(s) 13 Owner(s) Full Names) O Owner(s)Mailing Address(es)
O Current Resident&Property Address (if property owner doesn't reside at the property)
■ Mailing Material:Provide O white,#10 envelopes with the following affixed to the envelopes:
O Postage 11 Mailing Labels 11 Return Address labels: 18204 591h Ave NE,Arlington WA 98223
Grading cut/fill quantity:
Construction Calculation Worksheet
NPDES Permit(if required);See Storm Water Drainage Report,New or Redevelopment Flowcharts
Permit fee due at time of permit submittal
Right of Way Submittal Requirements,Type III: Electronic files shall be PDF on USB flash-drive,email,or drop-box
Complete Application.
Construction Plans.
Traffic Control Plan.
Road Closure Request.
Temporary Erosion&Sediment Control(TESC) Plan.
Certificate of Insurance with the City of Arlington named as Additional Insured.
Assurance Device will be required prior to Permit Issuance(Bond or Assignment of Funds).
Engineers Estimated Cost of Construction;$ _
Permit fee due at time of permit issuance.
Page 2 of 2
SUBMITTAL INFORMATION
Steel Tapping Sleeve - (FTSC xxx x style)
STEEL TAPPING SLEEVE -4" TO 16"
Flange-ASTM A36 carbon steel with recess per MSS SP-60 to A
accept standard tapping valves. Flange\nforms to AWWA C207. B —
3/4-14 No-Lead Brass
Test Plug ® Gasket-NBR(Buna-N)
Bolts and Nuts per ASTM D2000
Type 304 stainless steel perms
ASTM Al 93 and A194 _ _
Finish-Fusion-bonded epoxy- Body-Heavy welded steel
coating no less than 12 mils thick with a recessed groove to
D retain the gasket.
NOMINAL DIMENSIONS-INCHES
NOM. SLEEVE FLANGE TOP OF MIN.
COUNTER- OUTLET PIPE TO NO. BOLT APPROX. SLEEVE ✓SUBMITTED
PIPE O.D. BY SIZE BORE ID PIPE ID TOP OF WIDTH OF DIA. WT. LBS. NUMBER* ITEMS)
SIZE RANGE(IN.) CODE" FLANGE BOLTS
A B C D
2 3-3/64 2-1/16 5-1/16 12 8 5/8 43
4" 4.50-4.80 3 4-3/64 3-1/16 5-1/16 12 8 5/8 44 *FTSC-480-x
4 5-3/64 4-1/8 5-1/16 12 8 5/8 45
6.57-6.73 2 3-3/64 2-1/16 5-1/16 12 6 3/4 65 *FTSC-673-x
6" 6.83-7.16 3 4-3/64 3-1/16 5-1/16 12 6 3/4 67 FTSC-716-x
7.20-7.60 4 5-3/64 4-1/8 5-1/16 12 6 3/4 70 FTSC-760-x
7.40-7.73 X 6 7-3/64 6-1/4 5-1/16 12 6 3/4 75 FTSC-773-x
7.95-8.05 2 3-3/64 2-1/16 5-3/16 12 6 3/4 71 **FTSC-805-x
8.36-8.75 3 4-3/64 3-1/16 5-3/16 12 6 3/4 73 *FTSC-875-x
8" 8.73-9.12 4 5-3/64 4-1/8 5-3/16 12 6 3/4 76 FTSC-912-x
8.89-9.37 6 7-3/64 6-1/4 5-3/16 12 6 3/4 86 FTSC-937-x
9.27-9.69 8 9-3/64 8-1/4 5-3/16 16 8 3/4 93 FTSC-969-x
2 3-3/64 2-1/16 5-3/16 12 6 3/4 79
9.95-10.10 3 4-3/64 3-1/16 5-3/16 12 6 3/4 81 **FTSC-1010-x
10" 10.45-10.88 4 5-3/64 4-1/8 5-3/16 12 6 3/4 84 FTSC-1088-x
11.03-11.47 6 7-3/64 6-1/4 5-3/16 12 6 3/4 93 FTSC-1147-x
11.36-11.80 8 9-3/64 8-1/4 5-3/16 16 8 3/4 130 FTSC-1180-x
10 11-3/64 10-1/4 5-3/16 20 10 3/4 139
2 3-3/64 2-1/16 5-3/16 12 6 3/4 87 **FTSC-1220-x
11.76-12.20 3 4-3/64 3-1/16 5-3/16 12 6 3/4 89
4 5-3/64 4-1/8 5-3/16 12 6 3/4 92 FTSC-1288-x
12" 13.13-13.60 6 7-3/64 6-1/4 5-3/16 12 6 3/4 100 FTSC-1360-x
14.10-14.58 10 11-3/64 10-1/4 5-3/1 220 10 3/4 190 FTSC-1409-x
12 13-3/64 12-1/4 5-3/16 24 12 3/4 199 FTSC-1458-x
2 3-3/64 2-1/16 5-3/16 12 6 3/4 94
14.59-15.08 3 4-3/64 3-1/16 5-3/16 12 6 3/4 96 **FTSC-1508-x
14.81-15.30 4 5-3/64 4-1/8 5-3/16 12 6 3/4 99 FTSC-1530-x
14"-16" 15.23-15.72 6 7-3/64 6-1/4 5-3/16 12 6 3/4 110 FTSC-1572-x
15.73-16.22 8 9-3/64 8-1/4 5-3/16 16 8 3/4 152 FTSC-1622-x
16.30-16.73 10 11-3/64 10-1/4 5-3/16 20 10 3/4 203 FTSC-1673-x
16.74-17.26 12 13-3/64 12-1/4 5-3/16 24 12 3/4 228 FTSC-1726-x
14 15-5/16 13-1/2 6-1/4 28 14 3/4 253
*Size on size taps for these units may require a 1/2"under size cutter.
**Size on size for this range not available.
***To order: Add flange size code to the sleeve number. Example:A 4"flange on 6"cast iron pipe would be FTSC-716-4.
Note: A 1"undersize cutter is required for flanges 14"and larger. Oversize outlets are available by special request.
FEATURES
• Heavy welded steel meeting ASTM A36 36,000 psi minimum yield
• Bolts and nuts are made of type 304 stainless steel per ASTM Al 93 and A194
• Fusion-bonded epoxy-coating
• Certified to ANSI/NSF Standard 61
• Rated for 250 psi up to 24" outlets. Ratings not to exceed the rating of the pipe.
The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability,
including specifications,are subject to change without notice. Please verify that your product information is current.Our standard warranty applies.
The Ford Meter Box Company, Inc. Submitted By:
I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443
Phone: 260-563-3171 / Fax: 800-826-3487
Overseas Fax: 260-563-0167
www.fordmeterbox.com 04/14/22
Resilient Wedge Gate Valve e'
g goo
�'je%l'
13 Product
6 Resilient Wedge Gate Valve,Mech Joint x Flange
11 Design Features
1.MECHANICAL JOINT END CONNECTION IN
5 ACCORDANCE WITH ANSI/AWWA C111/A21.11
2.FLANGE END CONNECTION IN
ACCORDANCE WITH ANSI/AWWA C111/A21.11
15
3.EJ RW GATE VALVES CONFORM TO:
4 AWWA C515
AWWA C550 (COATING)
10 4.WORKING PRESSURE=250 PSI
TEST PRESSURE=500 PSI
8 5.POST INDICATOR VALVES ARE AVAILABLE(4"-12").
Components
1 4 ITEM# DESCRIPTION MATERIAL
10 1 BODY DUCTILE IRON
2 BONNET DUCTILE IRON
2 3 WEDGE D.I./SYNTHETIC RUBBER
4 SEAL PLATE DUCTILE IRON
1 5 STEM MANGANESE BRONZE
A 6 OPERATING NUT CAST IRON
7 STEM NUT MANGANESE BRONZE
$ O-RING RUBBER,BUNA-N
9 BODY O-RING RUBBER,BUNA-N
9 10 O-RING RUBBER,BUNA-N
11 HEX CAP SCREW STAINLESS STEEL
12 HEX CAP SCREW W/NUT STAINLESS STEEL
13 HEX CAP SCREW STAINLESS STEEL
7 14 THRUST WASHER POLYMER
15 SHAFT SEAL RUBBER,BUNA-N
16 I EAR CAP IPOLYMER
16 Dimensions
3 VALVE A E J K
6" 18 9/16" 2 1/2" 5 1/4" 11 1/4"
O 101, 27" 3 1/2" 6 1/2" 13 1/2"
12" 31 1/8" 2 1/2" 7" 14 3/4"
16" 39 1/2" 3 1/2" 8 1/2" 19 3/8"
Drawing Revision
Designer: PFB 1/23/12
Revised By:
Disclaimer
Weights(Ibs./kg)dimensions(inches/mm)
and drawings provided for your guidance. We
reserve the right to modify specifications without
prior notice.
O CONFIDENTIAL:This drawing is the property
of EJ GROUP,Inc.,and embodies confidential information,
registered marks,patents,trade secret information,
and/or know how that is the property of EJ GROUP,Inc.
J E ng s reserved.
BOLT GROUP,Inc.
All
BOLT HOLES Contact
K 800 626 4653
ejco.com
F-5
5 5/8" DIA,
1/8" DIA.
17"
24"
(ALSO AVAILABLE
IN 30" AND 36"�
F-
7" 5 3/4'
[0-,L
/8" R.
3/8'
�7 1/2"
8"DIA.
8 3/4"DIA
NOTES:
OLYMPIC FOUNDRY INC.
24", 30" 36"VALVE BOX BASE
MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO. 940
APPROX WT:35 Lbs REV:A DATE:7/16/2003 New border REV
DOCUMENT APPROVED DWN:CL DATE:7/16/2003 TOLERANCE REV: DATE: A
BY: DATE: xxx+-.os
CHKD:CL DATE:7/16/2003 Xxxx+-.a3o DWG#:940 24 BOTTOM SCALE:N/A SHEET:1 OF 1
<+-2 DEG
VB940TOP
a i/a^DIa
�6 7/6'DIA.
MATING SURFACES
T— 1 1/16 TO BE MACHINED
0
70P VIEW
.H 9 1/4'DIA.
6 5/8"DIA.
T
6 1/6'DIA.
7 3/16"DIA.
:il
NOTES:
OLYMPIC FOUNDRY INC.
18"VALVE BOX TOP
MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO. 940
APPROX WT:33 Lbs REV:A DATE:7/16/2003 New border REV
DOCUMENT APPROVED DWN:CL DATE:7/16/2003 TOLERANCE REV: DATE: A
XX+-.1
BY: DATE: xxx+-.os
CHKD:CL DATE:7/16/2003 Xxxx+-.03o DWG#:940 18 TOP SCALE:N/A SHEET:1 OF 1
<+-2 DEG
VB94OLID
6 3/4" DIA. �7/16" 5 DEGREE
DRAFT
ERII
TOP VIEW
7/8„
9+
1+ 15/16"
112-
/ sib
BOTTOM VIEW
NOTES:
Also available with 2"skirt OLYMPIC FOUNDRY INC.
VALVE BOX COVER
MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO. 940
APPROX WT:9 Lbs REV:A DATE:7/21/2003 New border REV
DOCUMENT APPROVED DWN:CL DATE:7/21/2003 TOLERANCE REV: DATE: A
XX+-.1
BY: DATE: xxx+-.os
CHKD:CL DATE:7/21/2003 Xxxx+-.a3o DWG#:940 SHALLOW LID SCALE:N/A SHEET:1 OF 1
<+-2 DEG
STAWPIPE
PRODUCTS
II '
Ductile Iron MJ Compact Fittings
ANSI/AWWA C153/A21 . 53
GENERAL SPECIFICATIONS
MATERIAL: Ductile Iron per ASTM A536
PRESSURE: 350 PSI rating for 2"-24"sizes,250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-64"sizes '\\
TESTING: In accordance with ANSI/AWWA C 153/A21.53 and UL requirements
LAYING LENGTH: In accordance with ANSI/AWWA C 153/A21.53(fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) AWWA
DEFLECTION: 2"-4"=8° 16"=7° 1 8"-12"=5° I 14"-16"=31/2' I 18"-24"=3° I 30"-48"=2° M E J a E"
WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating ��++
FLANGES: Flanged ends on fittings match ANSI/AWWA C I IS/A21.15 and ANSI B16.1 class 125 flanges UL4
CEMENT LINING: In accordance with ANSI/AWWA C 104/A21.4--size 2"-3"single thickness and sizes 4"-64"double thickness
COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C 104/A21.4 and referenced in ANSI/AWWA C153/A21.53 O
GASKETS: SBR in accordance with ANSI/AWWA C 111/A2 1.11 UL
T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWA C 111/A21.11
APPROVALS: 3"-12"UL/ULC Listed 12"and greater are UL/ANSI/NSF Standards 61 and 372 I 3"-16"FM APPROVED.Please consult factory for
detail listing and approvals. �'Osif,o
DIMENSIONS: All dimensions are in inches unless noted otherwise. U�
INSTALLATION: Per ANSI/AWWA C600 and C 111 using DIP conforming to C 150/C 151 and PVC pipe conforming to C900/C905 WATER QUALITY
SUBMITTAL INFORMATION rMr r-L
:....................................................................................................................................... FM
PROJECT NAME: € - f APPROVED
.......................................................................................................................................:
......................................................................................................................................... K1
ENGINEER: : ,,
s
CONTRACTOR:
2°
......................................................................................................................................
D C 0.12 in.
SPEC.SECTION: : 0.75 i F A
2"-24"=0.31 in.
30"-84"=0.38 in. g
MECHANICALJOINT DIMENSIONS
NUM. BOLTS
SIZE A DIA. B C DIA. D DIA. F DIA. J DIA. Kl DIA. K2 DIA. L M S 0 X DIA.
SIZE NO.
2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.36 28, 3/4 5/8 x 3 2
3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 28- 3/4 5/8 x 3 4
4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28, 7/8 3/4 x 31/2 4
6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 28- 7/8 3/4 x 31/2 6
8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 OAS 28, 7/8 3/4 x 31/2 6
10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 28, 7/8 3/4 x 31/2 8
12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28, 7/8 3/4 x 3 1/2 8
14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 28, 7/8 3/4x4 10
16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 28, 7/'s 3/4x4 12
18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.38 0.68 28- 7/8 3/4x4 12
20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.69 28, 7/8 3/4 x 4 14
24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 1 11 1.56 0.75 28- 7/8 3/4 x 41/2 16
30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 20, 11/8 1x5'/2 20
36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 20- 1 1/8 1 x 5'/2 24
42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1 AS 2.00 1.25 20, 1 3/8 1 1/4 x 6 28
48 50.80 4.00 52.09 52.26 50.97 57.SO 60.00 60.00 1.45 2.00 1.35 20, 1 3/8 1 1/4 x 6 32
54
60 (Fittings&Dimensions Available On Request)
64
SIZE RANGE(Please specify): LINING OPTIONS(Please check one): COATING OPTIONS(Please check one):
Size Range Standard:Cement-lined and asphalt seal coat per ID Standard:Asphaltic seal coat per ANSI/AWWA
ANSI/AWWAC104/A21.4 andUL/NSF-61 C104/A21.4
❑ Optional:FBE(Fusion Bonded Epoxy)per ANSI/ ❑ Optional:FBE(Fusion Bonded Epoxy)per ANSI/
AWWA C116/A21.15 and UL/NSF-61 AWWA C116/A21.15 and UL/NSF-61
7 Optional:P401(Protecto 401)Ceramic Epoxy- ❑ Optional:Other(specify)
sewer applications only.Not NSF-61
Optional:Other(specify)
UCAT13.01-SUB
REGISTERED TRADEMARK OF STAR PIPE PRODUCTS
•� S-PIPE PRODUCTS
FM AppfOVa15 HOUSTON CORPORATE T(PLL FREE 1-800-999-3009 FAX R8 1-558-9
www.stazpipeproductr.com
Page 1
STAR"PIPE PRODUCTS
Ductile Iron Flanged Fittings
!S ANSI/AWWA C110/A21 . 10
GENERAL SPECIFICATIONS
MATERIAL: Ductile iron per ASTMA536
PRESSURE: 250 PSI ratting for 1"-48"sizes and 150 PSI rating for 54"-64"
TESTING: In accordance with ANSI/AWWA C 110/A21.10,UL and FM requirements '\\
LAYING LENGTH: 2"-48"sizes in accordance with ANSI/AWWA C 110/A21.10 and ANSI 1316.1 and 54"-64"sizes in accordance with ANSI/AWWA C 153/A21.53(fittings
not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) AWWA
WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coatings MEMBER
DRILLING: In accordance with ANSI/AWWA C 110/A21.10,ANSI/AWWA C 153/A21.53 and ANSI B 16.1 Class 125 Flanges FM
CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4--sizes 1"-3"single thickness and sizes 4"-64"double thickness APPROVED
COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C 104/A21.4 and prime coat outside
APPROVALS: 2"-12"Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating.Please consult factory for detail listing and approvals.
2"and greater are UL/NSF-61.
DIMENSIONS: All dimensions are in inches unless noted otherwise. O
INSTALLATION: Per ANSI/AWWA C 110 and Cl 11
SUBMITI'AL INFORMATION C
-I T PROJECT NAME: € Q Q WATER QUALITY
:....................................................................................................................................... O
ENGINEER:
`....................................................................................................................................... - -:...................................................................................................................................... �O� O.D.
CONTRACTOR: : O
.....................................................................................................................................
._..................................................................................................................................... O O
SPEC.SECTION:
FLANGE DETAILS
NOM. O.D. B.C. T BOLT HOLE BOLTS
SIZE DIA. SIZE NO.
1 4.25 3.12 0.44 0.62 1/2 x 2 4
1 1/2 5.00 3.88 0.56 0.62 1/2 x 2 4
2 6.00 4.75 0.62 0.7S 5/8 x 21/4 4
21/2 7.00 5.50 0.69 0.75 5/8 x 21/2 4
3 7.50 6.00 0.75 0.75 5/8 x 21/2 4
4 9.00 7.50 0.94 0.75 5/8 x 3 8
3
6 11.00 9.50 1.00 0.88 3/4 x 31/2 8
8 13.50 11.75 1.12 0.88 3/4 x 3 1/z 8
10 16.00 14.25 1.19 1.00 7/8 x 4 12
12 19.00 17.00 1.25 1.00 7/8 x 4 12
14 21.00 18.75 1.38 1.13 1 x 41/2 12
16 23.50 21.25 1.44 1.13 1 x 4'/2 16
18 25.00 22.75 LS6 1.25 1 1/8 x 5 16
20 27.50 25.00 1.69 1.25 1 1/8 x 5 20
24 32.00 29.50 1.88 1.38 1 1/4 x 5 1/z 20
30 38.75 36.00 2.12 1.38 1 1/4 x 61/z 28
36 46.00 42.75 2.38 1.63 1 1/2 x 7 32
42 53.00 49.50 2.62 1.63 1 1/z x 71/z 36
48 59.50 56.00 2.75 1.63 1 1/2 x 8 44
54 66.25 62.75 3.00 2.00 1 3/4 x 81/2 44
60 73.00 69.25 3.12 2.00 1 3/4 x 9 52 ,
64 80.00 76.00 3.38 2.00 1 3/4 x 9 52
SIZE RANGE(Please specify): LINING OPTIONS(Please check one): COATING OPTIONS(Please check one):
Size Range ❑ Standard:Cement-lined and asphalt seal coat per Standard:Red Prime Coat
ANSI/AWWA C104/A21.4 and UL/NSF-61 Optional:Asphaltic seal coat per ANSI/AWWA
Optional:FBE(Fusion Bonded Epoxy)per ANSI/ C104/A21.4
AW WA C 116/A21.15 and UL/NSF-61 Optional:FBE(Fusion Bonded Epoxy)per
Optional:P401(Protecto 401)Ceramic Epoxy- ANSI/AWWA C116/A21.15 and UL/NSF-61
sewer applications only.Not NSF-61 ❑ Optional:Other(specify)
Optional:Other(specify)
UCAT.13.01-SUB
REGISTERED TRADEMARK OF STAR PIPE PRODUCTS
•� STAR'PIPE PRODUCTS
FM AppfOVa15 HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000
www.stazpipeproductr.com
Page 1
E SIGMAm
Quality— Service— Commitment— Delivered.
C110 DUCTILE IRON
Project Name: Contractor: Date
Engineer: Spec Section:
O tional S ecifications
Coating Red Primer Lining Cement-Mortar*Double thickness with asphaltic coating
(In accordance with ANSI/AWWA C104/A21.04 and ANSI/AWWA (In accordance with ANSI/AWWA C104/A21.4) F M
C1101A21.10) APPROVED
Asphaltic Seal Coat Fusion Bonded Epoxy(FBE)*Interior and exterior
ID
(In accordance with ANSI/AWWA C116/A21.16) �Jo
(In accordance with ANSI/AWWA C104/A21.04 and ANSI/AWWA
C1101A21.10) Protecto 401 Ceramic Epoxy
Fusion Bonded Epoxy(FBE)*Interior and exterior Others-Specify Member
(In accordance with ANSI/AWWA C116/A21.16) ��pSSIFj�o
Zinc UL
(In accordance with ISO 8179-2)
WATER QUALITY
Others-Specify Certified toANsi/NSF
Standards 61 and 372
Sl
Product Specifications
Material: Ductile Iron ASTM A536 Grade 60-42-10, 65-45-12 or 70-50-05
Pressure Rating: 250 PSI rating for 2"—48"sizes and 150 PSI rating for 54"—64"sizes.
(Higher PSI ratings available but are dependent on the gasket)
Testing: In accordance with ANSI/AWWA C110/A21.10 & UL-FM Requirements. I Hydrostatically Tested in accordance with
SIGMA Quality Management Standard.
Traceability: All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with
SIGMA Quality Management Standards
Size Range: 2"-64"
Laying Length: 3"—48" : In accordance with ANSI/AWWA C110/A21.10,54"—64": In accordance with ANSI/AWWA C153/A21.53.
Non-Standard Items will be as per SIGMA design.
Approvals: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. UL/NSF61&372.
Standards ANSI/AWWA C110/A21.10 for Ductile Iron Fittings 2"-48"for water and other liquids,ANSI/AWWA C153 for Compact
Ductile Iron Fittings 54"—64"for water and other liquids,and NSF61,Annex G &372.
Installations: Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/905 and
C909
April 2025 SIGMA Corporatio www.sigmaco.com
E SIGMA,.
Quality - Service - Commitment- Delivered.
C110 DUCTILE IRON
BC jTr
1
I
I
I
Flange Details
Size OD BC T Hole Dia. Bolt Size No.Bolts
2* 6.00 4.75 0.62 0.75 5/8 x 2 1/2 4
L 3 7.50 6.00 0.75 0.75 5/8 x 2 1/2 4
4 9.00 7.50 0.94 0.75 5/8 x 3 8
5* 10.00 8.50 0.94 0.88 3/4 x 3 8
6 11.00 9.50 1.00 0.88 3/4 x 3 1/2 8
F 8 13.50 11.75 1.12 0.88 3/4 x 3 1/2 8
u 10 16.00 14.25 1.19 1.00 7/8 x 4 12
❑ 12 19.00 17.00 1.25 1.00 7/8 x 4 12
❑ 14 21.00 18.75 1.38 1.12 1 x 4 1/2 12
❑ 16 23.50 21.25 1.44 1.12 1 x 4 1/2 16
❑ 18 25.00 22.75 1.56 1.25 1 1/8 x 5 16
❑ 20 27.50 25.00 1.69 1.25 1 1/8 x 5 20
❑ 24 32.00 29.50 1.88 1.37 1 1/4 x 5 1/2 20
❑ 30 38.75 36.00 2.12 1.37 1 1/4 x 6 1/2 28
❑ 36 46.00 I 42.75 2.38 I 1.62 1 1/2 x 7 32
❑ 42 53.00 49.50 2.62 1.62 1 1/2 x 7 1/2 36
❑ 48 59.50 56.00 2.75 1.62 1 1/2 x 8 44
❑ 54* 66.25 62.75 3.00 2.00 1 3/4 x 8 1/2 44
❑I 60* 73.00 69.25 3.12 2.00 1 3/4 x 9 52
L 64* 80.00 76.00 3.38 2.00 1 3/4 x 9 52
*Not included in AWWA C110 All dimensions are in inches
4VOG
U April 2025 SIGMA Corporatio
F M WpTEB UUGLRY L
4YVNDVED MBD1UBf Cernfiedt.AN51/NSF
Standards 61 nd 372
E SIGMAm
Quality— Service— Commitment— Delivered.
C153 DUCTILE IRON MECHANICAL JOINT
Project Name: Contractor: Date
Engineer: Spec Section:
Optional Specifications
Gaskets SBR Coating Asphaltic Seal Coat
(In accordance with ANSI/AWWA C111IA21.11) (In accordance with ANSI/AWWA C104/A21.04 and ANSI/AWWA F M
C153/A21.10)
E P D M
Fusion Bonded Epoxy(FBE)*Interior and exterior
Neoprene (In accordance with ANSI/AWWA C116/A21.16)
LJ Nitrile Zinc
(In accordance with ISO 8179-2) Member
[� Others-Specify
Others-Specify ��psstgFo
Bolts High Strength Low Alloy Steel (HSLA)
(In accordance with ANSI/AWWAC111IA21.11) Lining Cement-Mortar'Double thickness with asphaltic coating u�
& Nuts (In accordance with ANSI/AWWA C104/A21.4)
Stainless Steel WATER QUALITY
_Type 304 _Type 316 Fusion Bonded Epoxy(FBE)*Interior and exterior Certified to ANSI/NSF
(In accordance with ANSI/AWWA C116/A21.16) Standards 61 and 372
Blue Fluoropolymer Protecto 401 Ceramic Epoxy
Other-Specify Others-Specify U`
Product Specifications
Material: Ductile Iron ASTM A536 Grade 60-42-10,65-45-12 or 70-50-05
Pressure Rating: 350 PSI rating for 2"-24"sizes, 250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-64"Sizes
Testing: In accordance with ANSI/AWWA 153/A21.53 & UL-FM Requirements. I Hydrostatically Tested in accordance with
SIGMA Quality Management Standard.
Traceability: All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with the
prevailing standards and SIGMA Quality Management Standards.
Size Range: 2"-64"
Laying Length: Short body design - straight section of body deleted to provide a compact and lighter fitting without reducing
strength or flow characteristics. In accordance with ANSI/AWWA C153/A21.53.
Non-Standard items will be as per SIGMA design.
Deflection: Maximum allowable deflection for MJ Joint is as mentioned:2"4'=8° 1 6"=7° 1 8"-12"=5° 114"-48"=3° 154"-64"=2°
Approvals: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. UL/NSF61&372.
Standards: ANSI/AWWA C111/A21.11 and ANSI/AWWA C110/A21.10 for Ductile Iron Fittings 2"-48"for water and other liquids.
NSF61,Annex G &372.
Installations: Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/905 and
C909
April 2024 SIGMA Corporatio
E SIGMA.
Quality - Service - Commitment-Delivered.
C153 DUCTILE IRON MECHANICAL JOINT
M t
0.19
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0.715
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Mechanical Joint Details
Bolts
Size A B c D F i K1 K2 L M P S 0 X
No. Size Length
*2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.63 0.36 28' 3/4 2 5/8 3.00
3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.63 0.39 28° 3/4 4 5/8 3.00
4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.75 0.39 28° 7/8 4 3/4 3.50
6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.75 0.43 28° 7/8 6 3/4 3.50
8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.75 0.45 28° 7/8 6 3/4 3.50
10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.75 0.47 28° 7/8 8 3/4 3.50
12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.75 0.49 28' 7/8 8 3/4 3.50
14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.75 0.55 28' 7/8 10 3/4 4.00
16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.75 0.58 28° 7/8 12 3/4 4.00
18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.75 0.68 28° 7/8 12 3/4 4.00
20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.75 0.69 28° 7/8 14 3/4 4.00
24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 0.75 0.75 28' 7/8 16 3/4 4.50
30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 1.00 0.82 20° 11/8 20 1.00 5.50
36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 1.00 20° 11/8 24 1.00 5.50
42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.00 1.25 20° 11/8 28 11/4 6.00
48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.00 1.35 20° 13/8 32 11/4 6.00
54 57.56 4.00 58.82 59.02 57.73 63.20 65.70 65.70 1.55 2.50 1.00 1.45 20° 13/8 36 11/4 6.50
60 61.61 4.00 62.87 63.07 61.78 67.72 70.22 70.22 1.75 2.50 1.00 1.50 20° 13/8 36 11/4 6.50
64 65.67 4.00 66.96 67.13 65.84 71.86 74.36 74.36 1.75 2.50 1.00 1.57 20° 13/8 38 11/4 6.50
*Not included in AWWA C153 All dimensions are in inches
For sewer applications that require mandrel passage after installation,SIGMA recommends the end user check the fitting with the respective
size mandrel BEFORE installing the fitting. SIGMA Corporation will NOT take responsibility for any back charges incurred due to the fitting not
being checked with a mandrel prior to installation.
M 4. re9-1-1
U` April 2024 SIGMA Corporatio • • •
APPROVED MBRlbef "rdfi,d[.ANSI/N5F
Standards 61 and-
(SIP SIP Industries
Quality Manufacturers Since 1960
NiEERr1TT1NGS1RR9VY1AWWA C110/A2
Submittal Information Optional Specifications
Project Name/Location: ❑ Asphaltic Seal Coat Inside&Prime Coat Red Outside
In Accordance With ANSI/AWWA C104/A21.4
Fusion-Bonded Epoxy(FBE)Powder(Red Oxide Color)
Engineer: ❑ In Accordance With ANSI/AWWA C116/A21.16
Referenced Specs: Coating: ❑ Arc Zinc
In Accordance with ISO 8179-1
Distributor/Contractor: ❑ Bare
❑ Other-Specify:
Cement-Mortar-In Accordance With ANSI/AWWA C104/A21.4
BC JT�
❑ 0 Single Lined 0 Double Lined
0 Asphalt Coating 0 No Asphalt Coating
Fusion-Bonded Epoxy(FBE)Powder(Red Oxide Color)
Lining: ❑ In Accordance With ANSI/AWWA C116/A21.16
❑ Ceramic Epoxy
I ❑ Bare
O L. N ❑ Other-Specify:
Q ❑ Standard Carbon Steel:Type A307
Bolts/Nuts: ❑ Stainless Steel: 0 Type 304 0 Type 316
❑ Other-Specify:
❑ Standard SBR(Buna-S)
Gaskets: ❑ Other-Specify:
General Specifications
Material Ductile Iron per ASTM A536 '\\®
Pressure 250 PSI rating for 1"-48"sizes and 150 PSI rating for 54"-64"sizes(Higher PSI ratings available but gasket dependent) AWWA
Testing In accordance with ANSI/AWWA C110/A21.10 and UL,FM requirements
Laying Length 3"-48" In accordance with ANSI/AWWA C110/A21.10 ANSI 616.1 MUL
54"-64": In accordance with ANSI/AWWA C153/A21.53
(fittings not listed in ANSI/AWWA have dimensions per SIP design as noted in the catalog) ""
Drilling In accordance with ANSI/AWWA C110/A21.10 I ANSI/AWWA C153/A21.53 I ANSI 616.1 Class 125 Flanges
Weight Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating
Dimensions All dimensions are in inches unless noted otherwise
Installations Per ANSI/AWWA C600 and C111
Approvals 3"-24" UL Listed 2"-24"FM Approved 1 3"and higher UL/NSF 61 1 2"and higher NSF/ANSI 61&372
Please consult SIP for detail listing and approvals
Technical Specifications
Select Size O.D. B.C. T Bolt Hole Bolt
Size Dia. No. Size Length
*1 4.25 3.13 0.44 0.63 4 Y. 1'/a
❑ *1%: 5.00 3.88 0.56 0.63 4 %: 2
❑ *2 6.00 4.75 0.63 0.75 4 % 2
❑ *2%: 7.00 5.50 0.69 0.75 4 % 2
❑ 3 7.50 6.00 0.75 0.75 4 % 2
❑ 4 9.00 7.50 0.94 0.75 8 % 3
❑ 6 11.00 9.50 1.00 0.88 8 % 3 Y2
❑ 8 13.50 11.75 1.12 0.88 8 'a 3':
❑ 10 16.00 14.25 1.19 1.00 12 %8 4
❑ 12 19.00 17.00 1.25 1.00 12 %8 4
❑ 14 21.00 18.75 1.38 1.13 12 1 4%:
❑ 16 23.50 21.25 1.44 1.13 16 1 4%:
❑ 18 25.00 22.75 1.56 1.25 16 1%8 5
❑ 20 27.50 25.00 1.69 1.25 20 1 Ye 5
❑ 24 32.00 29.50 1.88 1.38 20 1% 5%:
❑ 30 38.75 36.00 2.12 1.38 28 1% 6%:
❑ 36 46.00 42.75 2.38 1.63 32 1%: 7
❑ 42 53.00 49.50 2.62 1.63 36 1 Y 7%:
❑ 48 59.50 56.00 2.75 1.63 44 1%: 8
❑ *54 66.25 62.75 3.00 2.00 44 1% 8%:
❑ *60 73.00 69.25 3.12 2.00 52 1% 9
*64 80.00 76.00 3.38 2.00 52 1% 9
*Not Included In AWWA C110 Please refer to our web page www.sipindustries.com for up to date product data and technical advisories
8876 Gulf Freeway-Suite 500-Houston,TX 77017 1 Phone:713-923-6111 1 Fax: 713-923-6114 1 www.sipindustries.com I sales@sipindustries.com
(SIP SIP Industries
Quality Manufacturers Since 1960
2" - 64" DUCTILE IRON AL I PACT FITTINGS
Submittal Information Optional Specifications
Project Name/Location: ❑ Asphaltic Seal Coat
In Accordance With ANSI/AWWA C104/A21.4
Fusion-Bonded Epoxy(FBE)Powder(Red Oxide Color)
Engineer: ❑ In Accordance With ANSI/AWWA C116/A21.16
Coating: Arc Zinc
Referenced Specs: ❑
In Accordance with ISO 8179-1
Distributor/Contractor: ❑ Bare
❑ Other-Specify:
Cement-Mortar-In Accordance With ANSI/AWWA C104/A21A
M L ❑ 0 Single Lined 0 Double Lined
0 Asphalt Coating ❑No Asphalt Coating
0.19 in.(4.8 mm) ❑ Fusion-Bonded Epoxy(FBE)Powder(Red Oxide Color)
Lining: In Accordance With ANSI/AWWA C116/A21.16
® 771 ❑ Ceramic Epoxy
❑ Bare
7, ❑ Other-Specify:
S
❑ Standard High Strength Low Alloy Steel(HSLA)
2° In Accordance With ANSI/AWWA C111/A21.11
0.75 in. D C F Bolts/Nuts: ❑ Stainless Steel: ®Type 304 0 Type 316
(19.1 mm) 0.12 in. ❑
Other-Specify:
3"-24"=0.31 in
30"-48"=0.38 in B
K2 J A Kl Standard SBR(Buna-S)
Gaskets:
❑ In Accordance With ANSI/AWWA C111/A21.11
❑ Other-Specify:
General Specifications
Material Ductile Iron per ASTM A536 '\\
Pressure 350 PSI rating for 2"-24"sizes,250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-64"sizes AWWA
Testing In accordance with ANSI/AWWA C153/A21.53 and UL,FM requirements M aEA
Laying Length In accordance with ANSI/AWWA C153/A21.53 UL
(fittings not listed in ANSI/AWWA have dimensions per SIP design as noted in the catalog)
Deflection 2"-4"=8° 1 6"=7° 1 8"-12"=5° 1 14"-16"=3%° 1 18"-24"=3° 1 30"-64"=2° !
Flanges Flanged ends on fittings match ANSI/AWWA C115/A21.15 and ANSI B16.1 class 125 flanges
Weight Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating
Dimensions MJ Bell dimensions meet ANSI/AWWA C111/A21.11 specification.All dimensions are in inches unless noted otherwise. 0
Installations Per ANSI/AWWA C600 and C111
Approvals 3"-24"UL Listed 1 3"-24"FM Approved 1 3"and higher UL/NSF 61 12"and higher NSF/ANSI 61&372
Please consult SIP for detail listing and approvals.
Technical Specifications
SSize No. St Size A B C D F J K, Kz M S L 0 x It Length
*2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.62 0.36 0.58 28° Y. 2 % 3
❑ 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.62 0.39 0.58 28° % 4 % 3
❑ 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.75 0.39 0.60 28° Y. 4 % 3 J:
❑ 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.88 0.43 0.63 28° 7/. 6 % 3%
❑ s ba
❑ 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 1.00 0.47 0.70 28° Y. 8 % 3 Y2
❑ 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 1.00 0.49 0.73 28° Y. 8 % 3
❑ 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 1.25 0.55 0.79 28° Y. 10 % 4
❑ 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 1.31 0.58 0.85 28° Y. 12 % 4
❑ 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.38 0.68 1.00 28° Y. 12 % 4
❑ 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.44 0.69 1.02 28° Y. 14 % 4
❑ 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.56 0.75 1.02 28° Y. 16 % 4 Y2
❑ 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 2.00 0.82 1.31 20° 1 Y. 20 1 5
❑ 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 2.00 1.00 1.45 20° 1 Y. 24 1 5
❑ 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 2.00 1.25 1.45 20° 1% 28 1 Y. 6
❑ 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 2.00 1.35 1.45 20° 1% 32 1 Y. 6
❑ 54 57.56 4.00 58.82 59.02 57.73 63.20 65.70 65.70 2.00 1.45 1.55 20° 1% 36 1 Y. 6
❑ 60 61.61 4.00 62.87 63.07 61.78 67.72 70.22 70.22 2.00 1.50 1.75 20° 1% 36 1 Y. 6
64 65.67 4.00 66.96 67.13 65.84 71.86 74.36 74.36 2.00 1.50 1.75 20° 1% 38 1% 6
* Not Included In AWWA C153 Please refer to our web page www.sipindustries.com for up to date product data and technical advisories
8876 Gulf Freeway-Suite 500-Houston,TX 770171 Phone:713-923-6111 1 Fax: 713-923-6114 1 www.sipindustries.com I sales@sipindustries.com
BI: W 611 62
MC'VVANE DUCTILE
IRON P1 PF
Boltless restrained joint systems Multiple design options available from 3"-36" •
Fast and easy installation • 350 psi pressure rating • Independently tested
Fa
McWANE IRON STRONG
DUCTILE mcwaneductile.com
SURE STOP° GASKET FOR TYTON°JOINT JOINT DEFLECTION CHART
Size In. Rating psi Deflection Degrees
4 350 5 �.� -X
b Sou
8 350 5
10 350 5 PUSH-ON JOINT PIPE
12 350 5 Maximum Allowable Joint Deflection
14 350 4 Pipe Y-Maximum X Deflection Approximate Radius in ft.of
16 350 4 Size Joint Deflection in Inches Curve Produced by Succession
18 350 4 In. in Degrees 18 ft.Length of Joints 18 ft.Length
20 350 2.5 3 5° 19 205
24 350 2.5 4 5° 19 205
SURE STOP 350°GASKETS are SURE STOP 3500 GASKETS 6 5o 19 205
available in sizes 3 in.-24 in.,and are NSF 61 approved,UL listed, 8 5° 19 205
with a rating of 350 psi they will and FM approved. 10 5o 19 205
meet or exceed the capabilities of 12 5° 19 205
ductile iron pipe,valves,and fittings. FM Rating:4 in.-6 in.=250 psi
18 in.-24 in.=200 psi 14 5o 19 205
APPLICATION NOTES 16 5° 19 205
1. For ductile iron applications utilizing TYTON®pipe,vales,and fittings made to 18 5o 19 205
AWWA specifications. 20 5° 19 205
24 5o 19 205
2. In cold weather assembly maintain the temperature of the gasket above 40'F. 30 5° 19 205
3. The socket of the joint should be clean and free of debris or significant corrosion. 36 V 15 260
4. Gasket should be properly seated in the bell socket.
5. Keep the pipe and joint in alignment during assembly.If installed out of alignment, MAXIMUM DEFLECTION FOR FULL LENGTH PIPE
the gasket can be pushed out of position,creating the potential for leaks or failure.
6. If deflection is wanted in the joint,deflect before fully inserting the joint.
7. Some extension of the joint will occur when pressurized.To avoid this,the joint __----- x
should be pulled out after assembly to"set"the stainless steel teeth in the - ---- --- ---- --.-.--.-.--.-.--.-.---.-
inserted pipe.
8. Once assembled,the joint can be disassembled using steel shims. MECHANICAL JOINT PIPE
Maximum Allowable Joint Deflection
9. When cut pipe is used,the following steps are required:
a. Ensure thatthe spigot end is properly beveled Pipe Y-Maximum X Deflection Approximate Radius in
ft.of Curve Produced by
b. Mark the joint depth on the spigot so it is clear when the joint is fully inserted. Size Joint Deflection in Inches Succession of Joints
c. Ensure that the pipe meets the required dimensional tolerances. In. in Degrees 18 ft.Length 18 ft.Length
10. Do not reuse SURE STOP 3501 GASKETS,as they may have been damaged during 6 7o-T 27 145
any previous installation or during removal. 8 5°-21' 20 195
11. Do not use SURE STOP 350®GASKETS to conduct electricity through the pipe 10 V-21' 20 195
joint,as they could be damaged and fail. 12 50-21' 20 195
12. Do not use SURE STOP 3501 GASKETS in above ground applications. 14 3°-35' 13.5 285
16 3o-35' 13.5 285
13. Do not use SURE STOP 3501 GASKETS with thick coating on the pipe exterior. 18 3o-0' 11 340
14. If SURE STOP 350®GASKETS are used in straight casings,you must pull the pipe 20 3o-0' 11 340
through the casing.Do not push the pipe. 24 2°-23' 9 450
TABLE 1: SUITABLE PIPE DIAMETERS FOR FIELD CUTS AND RESTRAINED JOINT
FIELD CUT PIPE FIELD FABRICATION
When pipe is cut in the field,the cut end may
be readily conditioned so that it can be used to Pipe Size Min.Pipe Max.Pipe Min.Pipe Max.Pipe
make up the next joint.The outside of the cut In. Diameter In. Diameter In. Circumference In. Circumference In.
end should be beveled about 1/4-inch at an 3 3.9 4.02 12-1/4 12-5/8
angle of about 30 degrees(Figure 1).This can be 4 4.74 4.86 14-29/32 15-9/32
quite easily done with a coarse file or a portable 6 6.84 6.96 21-1/2 21-7/8
grinder.The operation removes any sharp,rough Figure I 10 11.0 8 8. 9. 4-11/1 28-5/8
4 11.16 3-11/16 35-1/16
edges which otherwise might damage the gasket. 12 13.14 13.26 41-9/32 41-21/32
When ductile iron pipe 14 in.and larger is to be cut in the field,the material should 14 17.22 17.45 47-13/32 4-13/1z
16 17.32 17.45 54-13/32 54-13/16
be ordered as"GAUGED FULL LENGTH".Pipe that is"gauged full length"is specially 18 19.42 19.55 1 61 61-13/32
marked to avoid confusion.The ANSI/AWWA standard for ductile iron pipe requires 20 21.52 21.65 1 67-19/32 68
factory gauging of the spigot end.Accordingly,pipe selected for field cutting should 24 25.72 25.85 80-13/16 81-7/32
also be field gauged in the location of the cut and found to be within the tolerances 30 31.94 32.08 100-11/32 100-25/32
shown in Table 1.In the field,a mechanical joint gland can be used as a gauging device. 36 38.24 38.38 120-1/8 120-9/16
Above Table Based on ANSI/AWWA C151/A21.51 Guidelines for Push-On Joints.
THE BACKHOE METHOD OF ASSEMBLY
A backhoe may be used to assemble pipe of intermediate and larger sizes.
Do The plain end of the pipe should be carefully guided by hand into the bell of the
McWANE mcwaneductile.com previously assembled pipe.The bucket of the backhoe may then be used to push
DUCTILE the pipe until fully seated.Atimber header should be used between the pipe and
backhoe bucket to avoid damage to the pipe.
TYTON°JOINT PIPE MECHANICAL JOINT PIPE
A B NOMINAL LAYING LENGTH
Tyton°Joint
K, J B NOMINAL LAYING LENGTH
Pipe Size Pipe Outside *Dimensions In.
In. Thickness In. Diameter
From To In. A B Pipe **
Outside *Dimensions
Pipe Thickness Diameter Dimensions In. Bolts Bell Bolts
4 .25 .41 4.80 7.10 3.15 Size In. Weight Gasket
6 .25 .43 6.90 8.63 3.38 In. Lb. Weight
8 .25 .45 9.05 10.94 3.69 From To In. B J K1 K2 No. Size Length Lb
10 .26 .47 11.10 13.32 3.75 I In.
12 .28 .49 13.20 15.06 3.75 3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 5//8 3 11 7
14 .28 .51 15.30 17.80 5.00 4 .26 .41 1 4.80 2.50 7.50 9.06 9.12 4 1 3/4 3-1/2 1 16 10
16 .30 .52 17.40 19.98 5.00 6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 3/4 3-1/2 18 16
18 .31 .53 19.50 22.00 5.00 8 .27 .45 9.05 2.50 11.75 13.31 13.37 6 3/4 4 24 25
20 .33 .5 21. 0 2 . 5.25
24 .33 .566 25.880 28.43 5.50 10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 3/4 4 31 30
43
30 .34 1 .63 32.00 35.40 6.55 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 40
36 .38 1 .73 38.30 41.84 7.00 14 .33 .51 15.30 3.50 18.75 20.25 20.25 10 3/4 4-1/2 61 45
*Nominal laying length is 18 ft. 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 74 55
18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4-1/2 85 65
20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 85
24 .38 .56 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 105
*Nominal laying length is 18 ft.
**Weight shown for regular grey cast iron follower gland,corton bolts and rubber gasket.
STANDARD DIMENSIONS AND WEIGHTS OF
BALL AND SOCKET JOINT PIPE 3"THROUGH 36" PUSH-ON JOINT DUCTILE IRON PIPE
Pipe Pressure Nominal * Wt.of Tyton®Joint
Size Class Thickness OD el Wt.Per Avg.Wt.
In. psi In. Per Wt.of Lgth.t Per FtA
p t Lb. Bell Lb. Lb. Lb.
150 Max. \ T 3 350 0.25 3.96 8.90 7.00 185 9.20
J 4 350 0.25 4.80 10.90 9.00 225 11.30
s ` A 6 350 0.25 6.90 16.00 11.00 300 16.60
8 350 0.25 9.05 21.10 17.00 395 22.00
10 350 0.26 11.10 27.10 24.00 510 28.40
Thickness A B Full Length Weight-Lb.** Safe 12 350 0.28 13.20 34.80 29.00 655 36.40
Pipe Size Under Water End 250 0.28 15.30 40.40 45.00 770 42.90
Class Pipe Retainer As Pull 14 300 0.30 15.30 43.30 45.00 825 45.80
In. (A21.51) T O.D. O.D. Shipped Full of Full of Lb. 350 0.31 15.30 44.70 45.00 850 47.20
Air Water 250 0.30 17.40 49.30 54.00 940 52.30
6 55 .40 6.90 13.88 545 240 465 50,000 16 300 0.32 17.40 52.50 54.00 1000 55.50
8 55 .42 9.05 16.63 770 240 655 70,000 350 0.34 17.40 55.80 54.00 1060 58.80
10 55 .44 11.10 19.13 1005 220 860 95,000 250 0.31 19.50 57.20 59.00 1090 60.50
12 55 .46 13.20 22.00 1270 155 1080 120,000 18 300 0.34 19.50 62.60 59.00 1185 65.90
14 56 .51 15.30 24.50 1655 160 1410 145,000 350 0.36 19.50 66.20 59.00 1250 69.50
16 56 .52 17.40 27.00 1990 45 1685 165,000 250 0.33 21.60 67.50 74.00 1290 71.60
56 .53 2375 -70 2015 20 300 0.36 21.60 73.50 74.00 1395 77.60
18 58* •59 19.50 30.00 2560 110 2170 195,000 350 0.38 21.60 77.50 74.00 1470 81.60
75 60 32.20
56 .54 21 2810 -200 2375 210,000 200 0.33 25.80 80.80 95.00 1550 86.10
.
59* .63 3110 100 2635 24 250 0.37 25.80 90.50 95.00 1725 95.80
24 56 .56 25.80 38.25 3700 -620 3110 260,000 300 0.40 25.80 97.70 95.00 1855 103.00
62* .74 4415 95 3715 350 0.43 25.80 104.90 95.00 1985 110.20
58 .71 5855 -900 4920 150 0.34 32.00 103.50 139.00 2000 111.20
30 61* 83 32.00 46.25 6435 -180 5360 335,000 200 0.38 32.00 115.50 139.00 2220 123.20
57 .78 8145 -1300 6880 30** 250 0.42 32.00 127.50 139.00 2435 135.20
36 59* 88 38.30 54.25 8725 -725 7330 400,000 300 0.45 32.00 136.50 139.00 2595 144.20
350 0.49 32.00 148.40 139.00 2810 156.10
*Thickness required to overcome buoyancy. 150 0.38 38.30 138.50 184.00 2675 148.70
**Weights listed are for 18'-0"laying lengths.Nominal full lengths vary by size. 200 0.42 38.30 152.90 184.00 2935 163.10
Pipe,Bell,Ball and Retainer are ductile iron.
Dimensions and weights are subject to manufacturing tolerances. 36** 250 0.47 38.30 170.90 184.00 3260 181.10
6 in.-24 in.pressure rating:350 psi 300 0.51 38.30 185.30 184.00 3520 195.50
30 in.-36 in.pressure rating:250 psi 350 0.56 38.30 203.20 184.00 3840 213.40
t Including bell;calculated weight of pipe rounded off to the nearest 5 lb.
t Including bell;average weight per foot,based on calculated weight of pipe before rounding.
* Tolerances of OD of spigot and: 3-12 in.=+0.06 in.&-0.06 in.;14-24 in.=+0.05 in.&-0.08 in.
;
30-36 in._+0.08 in.&-0.06 in.
**Fastite®Joint
TR FLEX®RESTRAINED JOINT PIPE THRUST LOCKTM BOLTLESS RESTRAINED JOINT PIPE
71
C
B A 4"-24" B A C
Thrust-LockTm Boltless Restrained Joint
*Pressure Deflection A B C
Pipe Size Rating psi g Degrees Inches Pipe O.D. Bell O.D. Spigot
in 18ft Socket
B A C 6 350 4 15 6.90 10.187 5.01
30'=36" 8 350 4 15 9.05 13.187 5.57
10 350 4 15 11.10 15.187 5.88
12 350 4 15 13.20 17.250 6.13
A B C #of 14 350 4 15 15.30 20.625 7.63
Pip *Pressure #of D.I. Max e Rating PIPE Locking Rubber Deflection Pullout 16 350 4 15 17.40 22.375 7.88
Size In. psi In. In. In. Segments Segments Degrees 18 350 4 15 19.50 25.125 8.13
Retainers 20 350 4 15 21.60 27.250 8.38
4 350 4.80 7.25 4.84 2 1 5 0.03 24 350 4 15 25.80 31.562 8.63
6 350 6.90 9.52 5.27 2 1 5 0.04 30 250 2 7 32.00 39.06 10.53
8 350 9.05 11.93 5.82 2 1 5 0.04 *The THRUST-LOCKTM Restrained Joint has a working pressure rating equivalentto the working
10 350 11.10 14.37 6.03 2 1 5 0.05 pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 6 in.
12 350 13.20 16.68 6.30 4 2 5 0.06 through 24 in.and 250 psi for 30in.
14 350 15.30 19.16 7.75 4 2 3-1/4 0.05 NOTE:These deflections are based on joints with nominal dimensions.
16 350 17.40 21.46 7.95 4 2 3-1/4 0.05
18 350 19.50 23.76 8.19 4 2 3 0.05 RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER
20 350 21.60 26.04 8.40 4 2 2-1/2 0.05
Laying Conditions
24 350 25.80 30.61 8.86 8 4 2-1/4 0.05
Pipe *Pressure Nominal Type l Type 2 T e a Type 4 Type 5
30 250 32.00 36.88 10.28 8 4 1-3/4 0.05 Size Rating Thickness YP VP YP YP VP
36 250 38.30 43.85 10.87 8 4 1-1/2 0.05 In. psi In. Trench Trench Trench I Trench Trench
*The TR FLEX®Restrained Joint has a working pressure rating equivalentto the working Maximum depth of cover lrft
pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 4 in. 3 350 0.25 78 88 99 100§ 100§
through 24 in.and 250 psi for 30 in.through 36 in.
4 350 0.25 53 61 69 85 100§
NOTE:These deflections are based on joints with nominal dimensions. 6 350 0.25 26 31 37 47 65
8 350 0.25 16 20 25 34 50
SUPER-LOCK°RESTRAINED JOINT PIPE 10 350 0.26 11** 15 19 28 45
12 350 0.28 10** 15 19 28 44
250 0.28 tt 11** 15 23 36
TYTON®JOINT PIPE 14 300 0.30 tt 13 17 26 42
Sizes F-24" 350 0.31 tt 14 19 27 44
FASTITE®JOINT PIPE 250 0.30 tt 11** 15 24 34
30"Size 16 300 0.32 tt 13 17 26 39
350 0.34 tt 15 20 28 44
250 0.31 tt 10** 14 22 31
18 300 0.34 tt 13 17 26 36
350 0.36 tt 15 19 28 41
B T 250 0.33 tt 10 14 22 30
6"_30" 20 300 0.36 tt 13 17 26 35
350 0.38 tt 15 19 28 38
200 0.33 tt 8** 12 17 25
Deflection A B 250 0.37 tt 11 15 20 29
Pipe *Pressure 24 300 0.40 tt 13 17 24 32
Rating Inches Pie Retainer
Size In. psi Degrees in 18ft O.D. O.D. 350 0.43 tt 15 19 28 37
150 0.34 tt 9 14 22
6 350 4 15 6.90 11.75 200 0.38 tt 8** 12 16 24
8 350 4 15 9.05 14.38 30 250 0.42 tt 11 15 19 27
10 350 4 15 11.10 16.75 300 0.45 tt 12 16 21 29
12 350 4 15 13.20 19.13 350 0.49 tt 15 19 25 33
14 350 3 11 15.30 21.75 150 0.38 tt 9 14 21
16 350 3 11 17.40 24.00 200 0.42 tt 8** 12 15 23
18 350 3 11 19.50 26.38 36 1 250 0.47 tt 10 14 18 25
20 350 3 11 21.60 28.63 300 0.51 tt 12 16 20 28
24 350 3 11 25.80 33.75 350 0.56 tt 15 19 24 32
30 250 3 11 32.00 40.13 t An allowance for a single H-20 truck with 1.5 impactfactor is included for all depths of cover.
* In the 14 in.and larger sizes,pressure rating is limited to the rating of the pipe barrel § Calculated maximum depth of cover exceeds 100 ft.(30.5 m).
thickness selected. **Minimum allowable depth of cover is 3 ft.(0.9 m).
Dimensions subjectto manufacturing tolerances. ttFor pipe 14 in.(350 mm)and larger,consideration should be given to the use of laying
conditions otherthan Type 1.
TYTON®AND FASTITE®PUSH-ON JOINTS TR FLEX°RESTRAINED JOINT
ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS
Step 1. Thoroughly clean outthe bell with special attention to the gasket Step 1. (4"-10") Lay pipe such that one of the bell slots is accessible.
recess.Remove anyforeign material or excess paint.Clean the spigot (12"-20") Lay pipe such that both of the bell slots are accessible,in the horizontal
or beveled plain end and remove any sharp edges with a standard file. position if possible.
Step 2. After making sure that the correct gasket is being used,insert it into (24"-36") Lay pipe such that all four of the bell slots are accessible,in the diagonal
the recess in the bell with the small end of the gasket facing the bell position if possible.
face. Step 2. Clean the bell socket and insert gasket.
Step 3. Apply lubricant to the inside surface of the gasket,making sure that Step 3. Clean the spigot end to the assembly stripes.
the entire surface is coated.Apply a generous coating of lubricant to
the beveled portion of the plain end. Step 4. Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead.
Step 4. Guide the plain end into the bell and,while maintaining straight Step 5. Make a normal push-on joint assembly,completely homing the pipe until the first
alignment,push the plain end into the bell socket.Once the joint assembly strip is in the bell socket.Keeping the joint in straight alignment during the
is assembled,necessary deflection can be accomplished.When assembly process.
assembly is complete,the bell face should be aligned between the Ste 6. W-10")Insert the right-hand lockingsegment into a bell slot and slide the segment
two white depth rings,for Tyton®Joints.Fastite®Joints have only 1 p clockwise around the pipe. se g
assembly stripe.
(12"-36")Insert lower locking segment into a bell slot and slide the segment around the
MECHANICAL JOINT pipe.
ASSEMBLY INSTRUCTIONS Step 7. (4'"-10")Insert left-hand locking segment into the bell slot and slide the segment counter-
Step 1. Clean the bell socket and spigot or plain end.Lubricate both the clockwise around the pipe.
gasket and plain end by brushing an approved pipe lubricant. (12"-36")Insert upper locking segment into the same bell slot and rotate around the pipe.
Step 2. Place the gland on the plain end with the lip extension toward the Step 8. (4"-10") Hold the segments apart and wedge the rubber retainer into the slot between
plain end.Place the gasket on the plain end with the narrow edge the two locking segments.
facing the plain end.
(12"-36") Hold the upper segment in place and wedge the rubber retainer into the slot
Step 3. Insert the plain end into the bell and press the gasket into the bell between the two locking segments.
recess.Push the gland toward the socket and center it around the Step 9. (V-10") None.
pipe with the gland lip against the gasket.
(12"-20") Repeat steps 6-8 for other slot.Make sure that all 4locking segments and 2
Step 4. Insert and tighten the bolts.It is important to maintain the same rubber retainers are securely in place.
distance between the gland and the bell face at all times.This is best (24"-36") Repeat steps 6-8 for other slot.Make sure that all 8 locking segments and 4
done by alternating side to side and top to bottom,while tightening the rubber retainers are securely in place.
bolts.
Step 10. Extend the joint to remove the slack in the locking segment cavity. Joint extension is
Note: Achieving the recommended bolt torque,particularly with large necessary to attain the marked laying length on the pipe and to minimize growth or
diameter pipe,may require repeating the process up to 5 times or extension of the line as it is pressurized.
more.Recommended bolt torque ranges are as follows:
Step 11. Set the joint deflection as required.
Pipe Bolt Nut Across Wrench Torque Range
Size In. Diameter In. Flats In. Length In. Foot Lbs. THRUST-LOCKTm RESTRAINED JOINT
3 5/8 1-1/16 8 45to60 ASSEMBLY INSTRUCTIONS
4-24 3/4 1-1/14 10 75 to 90 Step 1. Ring Installation.Put lock ring on the spigot end of the pipe.Prythe lock ring overthe
weldment.Use the hammer to tap the cover.Lock ring installation is complete.
NOMINAL THICKNESS FOR STANDARD Step 2. Clean the Bell and Spigot.Thoroughly clean outthe bell with special attention to the
gasket recess. Remove any foreign material or excess paint.Clean the spigot end and
PRESSURE CLASSES OF DUCTILE IRON PIPE remove any sharp edges.
Outside Pressure Class* Step 3. Insertthe gasket into the recess in the bell with the small end of the gasketfacing the bell
Size
Diameter 150 200 1 250 1 300 350 face.
In. In. Normal Thickness-in. Step 4. Lubricate the Bell and Spigot.Apply lubricantto the inside surface of the gasket.Apply a
3 3.96 0.25** generous coating of lubricantto the spigot end.
4 4.80 0.25** Step 5. Insert Pipe.Guide the spigot end into the bell and,while maintaining straight alignment,
6 6.90 0.25** push the pipe into the bell socket.
8 9.05 0.25** Step 6. Insert Lock Ring.Push lock ring into the bell.
10 11.10 0.26
12 13.20 0.28 Step 7. Rotate the lock ring until the lugs align.Use a hammer to tap the ring if required.Install the
14 15.30 0.28 0.30 0.31 anti-rotation wedges at 3 and 9 o'clock if the pipe is being used inside of a casing.Deflect
16 17.40 0.30 0.32 0.34 the joint if desired.
18 19.5 0.31 0.34 0.36
20 21.60 0.33 0.36 0.38 SUPER-LOCK®
24 25.80 - 0.33 0.37 0.40 0.43 ASSEMBLY INSTRUCTIONS
30 32.00 0.34 0.38 0.42 0.45 0.49 Step 1. Remove hook bolts securing retainer to plain end.Clean plain end of pipe.Clean out any
36 38.30 0.38 0.42 0.47 0.51 0.56 dirt behind retainer lugs.Lubricant should be applied to the beveled nose.
*Pressure Classes are defined as NOTE:Per ANSI/AWWA C150/A21.50 Step 2. Assemble the joint in accordance with Clow Assembly Instructions(See Table A on page
the rated water pressure of the the thicknesses above include the 13)•Make certain that the bell is clean prior to gasket insertion.Be sure that the correct
pipe in psi.The thicknesses shown 0.08 in.service allowance and the gasket is used.
are adequate for the rated water casting tolerance listed below by size
working pressure plus a surge ranges: Step 3. Guide plain end into Super-LockO bell and provide reasonably straight alignment."Make"
allowance of 100 psi.Calculations joint by pushing the plain end into the bell.A jack or come-a-long may also be used to pull
are based on a minimum yield CASTING the plain end into the bell.Position retainer so thatthe recesses line up with the lugs on
strength of 42,000 and a 2.0 the bell.Slide retainer over bell and rotate until the lugs on the bell and the retainer line
SIZE TOLERANCES
safety factor times the sum of the up.
working pressure and 100 psi surge (Inches) (Inches)
allowance. 3-8 -0.05 Step 4. At drilled hole on retainer O.D.,insert retainer lock in recess formed by lugs on bell and
**Calculated thicknesses for these 10-12 -0.06 retainer.Insert roll pin in drilled hole and drive flush with retainer O.D.
sizes and pressure ratings are 14-36 -0.07 Step 5. Take any necessary deflection after joint is completely assembled.
less than those shown above.
Presently,these are the lowest Caution:do not over deflect the joint beyond the maximum deflection column specified
nominal thicknesses available in on page 2 or subject the joint to bending stress to obtain additional deflection.
these sizes.
DIMENSIONS AND WEIGHTS FOR SPECIAL
CLASSES OF PUSH-ON DUCTILE IRON PIPE
LAYING CONDITIONS Pipe Nominal * Wt- TytonxJoint
Thickness OD
Size Class Thickness In Barrel Wt.of Wt.Per Avg.Wt.
In. In. Per Ft.t Lb. Bell Lb. Lgth.t Lb. Per FtA Lb.
- - 3 52 O 0. 3.96 9.9 7 1 .3 3 54 0.3434 220 3.96 11.8 7 220 121 R
3 56 0.40 3.96 13.7 7 255 14.1
52 0.29 4.80 12.6 9 235 13.1
Type 1* Type 2 Type 3
4 54 0.35 4.80 15 9 280 15.5 Flat-bottom trench.t Loose Backfill. Flat-bottom trench.t Backfill lightly Pipe bedded in4 in.1100mm) 4 56 0.41 4.80 1 17.3 9 320 17.8
` consolidated to centerline of pipe. minimum of loose soil.++Backfill 6 50 0.25 6.90 16 11 300 16.6
lightly consolidated to top of pipe. 6 51 0.28 6.90 17.8 11 330 18.4
6 52 0.31 6.90 19.6 11 365 20.2
6 53 0.34 6.90 21.4 11 395 22.0
*For 14 in.(355-mm)and 6 54 0.37 6.90 23.2 11 430 1 23.8
larger pipe,consideration 6 55 1 0.40 6.90 25 11 460 25.6
should be given to the use 6 56 0.43 6.90 26.7 11 490 27.3
of laying conditions other 8 50 0.27 9.05 1 22.8 17 425 23.7
than T e 1. 1 9.05 2 .2 17 470 2
YP
8 5 0.30 5 6.1
t"Flat-bottom"is defined as
8 52 0.33 9.05 27.7 17 515 28.6
undisturbed earth. 8 54 0.39 9.05 32.5 17 1 600 33.4
Type 4 Type 5
Pipe bedded in sand,gravel,or Pipe bedded in compacted ++'"Loose soil'"or"select 8 55 0.42 9.05 34.8 17 645 35.7
crushed stone to depth of 1/8 pipe granular material to centerline material"is defined as 8 56 0.45 9.05 37.2 17 685 38.1
diameter,4 in.(100 mm)minimum. of pipe.Compacted granular native soil excavated from 10 50 0.29 11.10 30.1 24 565 31.4
Backfill compacted to top of or select material++to top of the trench,free of rocks, 10 51 0.32 11.10 1 33.2 24 620 34.5
pipe.(Approximately 80 percent pipe.(Approximately 90 percent foreign materials,and 10 52 0.35 11.10 36.2 24 675 37.5
Standard Proctor,AASHTO T-99.) Standard Proctor,AASHTO T-99.) frozen earth. 10 53 0.38 11.10 39.2 24 730 40.5
10 54 0.41 11.10 42.1 24 780 43.4
Notes: 10 55 0.44 11.10 45.1 24 1 835 46.4
Consideration of the pipe-zone embedment 10 56 0.47 11.10 48 24 890 49.3
conditions included in this figure may be American Association of State Highway and 12 50 0.31 13.20 38.4 29 720 40.0
influenced by factors otherthan pipe strength. 12 51 0.34 13.20 42 29 785 43.6
For additional information on pipe bedding and Transportation Officials,444 N.Capitol St.N.W., 12 52 0.37 13.20 1 45.6 29 850 47.2
backfill,see ANSI/AWWA C600. Suite 225,Washington,DC 20001. 12 53 0.40 13.20 49.2 29 915 50.8
12 54 0.43 13.20 52.8 29 980 54.4
12 55 0.46 13.20 56.3 29 1040 57.9
STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS 12 56 0.49 13.20 59.9 29 1105 61.5
THICKNESS DESIGN OF DUCTILE IRON PIPE ANSI/AWWA C150/A21.50 14 50 0.33 15.30 .5 45 9 54.51
14 51 0.36 15.30 .7 45 975 5 2
.2
DUCTILE IRON PIPE FOR WATER AND OTHER LIQUIDS ANSI/AWWA C151/A21.51 14 52 0.39 15.30 55.9 45 1050 58.4
FEDERAL VVWP421 D,Grade C 14 53 0.42 15.30 1 60.1 45 1125 62.6
DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE ANSI/ASTM A746 14 54 0.45 15.30 64.2 45 1200 66.7
DUCTILE IRON FITTINGS FOR WATER AND OTHER LIQUIDS 14 55 0.48 15.30 68.4 45 1275 70.9
3 in.through 36 in. ANSI/AWWA C110/A21.10 14 56 0.51 15.30 72.5 45 1350 75.0
DUCTILE IRON COMPACT FITTINGS 16 50 0.34 17.40 55.8 54 1060 58.8
3 in.through 24 in. ANSI/AWWA C153/A21.53 16 51 0.37 17.40 60.6 54 1145 63.6
16 52 0.40 17.40 65.4 54 1230 68.4
FLANGED FITTINGS ANSI/AWWA C110/A21.10 16 53 0.43 17.40 70.1 54 1315 73.1
ANSI B16.1 16 54 0.46 17.40 74.9 54 1400 77.9
DUCTILE IRON PIPE WITH THREADED FLANGES ANSI/AWWA C115/21.15 16 55 0.49 17.40 1 79.7 54 1490 82.7
COATINGS AND LININGS 16 56 0.52 17.40 1 84.4 54 1575 87.4
18 50 0.35 19.50 64.4 59 1220 67.7
Asphaltic ANSI/AWWA C151/A21.51 18 51 0.38 19.50 69.8 59 1315 73.1
ANSI/AWWA C110/A21.10 18 52 0.41 19.50 75.2 59 1415 78.5
ANSI/AWWA C153/A21.53 18 53 0.44 19.50 80.6 59 1510 83.9
Cement Lining ANSI/AWWA C104/A21.4 18 54 1 0.47 19.50 86 59 1605 89.3
Various Epoxy Linings and Coatings MANUFACTURER'S STANDARD 18 55 0.50 19.50 91.3 59 1700 94.6
00.0
Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5 18 56 0.36 21.60 73.5 59 1395 77.6
JOINTS-PIPE AND FITTINGS 20 50 0.39 21.60 79.5 74 1505 83.6
20 51 0.39 21.60 79.5 74 1505 83.6
Push-On and Mechanical Rubber-Gasket Joints ANSI/AWWA C1I I/A21.11 20 52 0.42 21.60 85.5 74 1615 89.6
FED ERALWWP421D 20 53 0.45 21.60 91.5 74 1720 95.6
Flanged ANSI/AWWA C115/A21.15 20 54 0.48 21.60 97.5 74 1830 101.6
ANSI B16.1 20 55 0.51 21.60 103.4 74 1935 107.5
Grooved and Shouldered ANSI/AWWA C606 20 56 0.54 21.60 109.3 74 2040 113.4
PIPE THREADS ANSI B2.1 24 50 0.38 25.80 92.9 95 1765 98.2
INSTALLATION ANSI/AWWA C600 24 51 0.41 25.80 100.1 95 1895 105.4
24 52 0.44 25.80 1 107.3 95 2025 112.6
24 53 0.47 25.80 114.4 95 2155 119.7
24 54 0.50 25.80 121.6 95 2385 126.9
24 55 1 0.53 25.80 128.8 95 2415 134.1
24 56 0.56 25.80 135.9 95 2540 141.2
Do 4 Canada Pipe 30 50 0.39 32.00 118.5 139 2270 126.2
McWANE IRON STRONG r Company ULC 30 51 0.43 32.00 130.5 139 2490 138.2
DUCTILE 30 52 0.47 32.00 142.5 139 2705 150.2
30 53 0.51 32.00 1 154.4 139 1 2920 162.1
NEW JERSEY OHIO UTAH CANADA 30 54 0.55 32.00 166.3 139 3130 174.0
30 55 0.59 32.00 178.2 139 3345 185.9
183 Sitgreaves St. 2266 S.6th St. 1401 E 2000 S. 1757 Burlington St.E 30 56 0.63 32.00 190.0 139 3560 197.7
Phillipsburg,NJ 08865 Coshocton,OH 43812 Provo,UT 84603 Hamilton,ON L8N-3R5 36 50 0.43 38.30 156.5 184 3000 166.7
908-454-1161 740-622-6651 801-373-6910 905-547-3251 36 51 0.48 38.30 174.5 184 3325 184.7
mcwaneductile.com mcwaneductile.com mcwaneductile.com canadapipe.com 36 52 0.53 38.30 192.4 184 3645 202.6
36 53 0.58 38.30 210.3 1 184 3970 1 220.5
36 54 0.63 38.30 228.1 1 184 4290 238.3
36 55 0.68 38.30 245.9 1 184 4610 256.1
"
�L APPROVED NSF 61 ^" Q� ISO 9001 DIPRA SMART 36 56 0.73 38.30 263.7 1 184 4930 1 273.9
°ooM.•t" '�vv certified
tlncluding bell;calculated weight of pipe rounded off to the nearest 51b.
#Including bell;average weight per foot,based on calculated weight of pipe before rounding.
*Tolerances of OD of spigot end;3-12 in. 0.06 in.,14-24 in.+0.05 in.,-0.08 in.,30-36 in.+0.08 in.,-0.06 in.
CUSTOM PIPE a PABRIcATIon Inc.
FABRICATED FLANGE PIPES
HC Fi IA
E
♦ C�
L O.D. G G E Go - K G E O.D.
V-P
FLG. x FLG. FLG. x M.J. FLG. xRE
A B C O.D. E G HI1 K L M P
MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 0 MIN. MAX.
A A 0.32 4.74 4.86 7.50 9.00 0.82 1.06 0.75 7.44 7.56 0.94 1 AO 0.615 0.935 2.50
• 0.36 8.99 9.11 11,75 13.50 1.00 1.24 0,875 11.69 11.81 1.04 1.12 0.875 0.935 2.50
0.38 11.04 11.16 14.25 16.00 1.07 1.31 1.00 1194 14.06 1.11 1.19 0.875 0.93S 2.50
R R 0.40 13.14 13.26 17.00 19.00 1.13 1.37 1.00 16.19 16.31 1.17 1.25 0.875 0.935 2.50
E E 0.42 15.22 15.35 18.75 21.00 1.19 1.57 1.125 18.0 18.81 1.19 1.31 0.875 0.935 3.50
Q Q 0.43 17.32 17.45 2115 23.50 1.25 1.63 1.125 20.94 21.06 1.26 1.38 0.875 0.935 3.50
: U U 0.44 19.42 19.55 22.75 25.00 1.37 1.75 1.25 23.19 23.31 1.32 1.44 0.875 0.935 3.50
1 1 0.45 21.52 21.65 25.00 27.50 1.50 1.88 1.25 25.44 25.56 1.38 1.50 0.875 0.935 3.50
R R 0.47 25.72 25.85 29.50 32.00 1.69 2.07 1 1.375 29.94 30.06 1.50 1.62 0.875 0.935 3.50
E E 0.51 31.94 3108 36.00 38.75 1.87 2.37 1.375 36.82 36.94 1.69 1.81 1.125 1.185 4.00
D D 0.58 38.24 38.38 42.75 46.00 2.13 2.63 1.625 4169 43.81 1.88 2.00 1.125 1.185 4.00
• 0.65 44.44 44.58 49.50 53.00 2.37 2.87 1.625 5036 50.68 1.88 2.00 1.375 1.435 4.00
• 0.72 50.74 50.88 56.00 59.50 2.50 3.00 1.625 57.44 57.56 1.88 2.00 1.375 1.435 4.00
• 0.81 57.40 57.64 62.75 62.75 2.75 3.25 1.875 A A N/A N/A N/A N/A N/A
• 0.83 61.51 61.651 69.25 73.00 2.87 3.37 100 N/A N/A N/A N/A N/A N/A N/A
• 0.87 6557 65.711 76.00 80.00 3.13 3.63 2.00 N/A N/A N/A N/A N/A N/A N/A
1. Tolerance on length of FLG. x FLG. and FLG. x M.J. pipe shall be±0.125".
2.Tolerance on length of FLG.x P.E. shall be±0.257
3.Above material shall meet all applicable sections of ANSI A21.10,A21.15, A21.51,
132.1, B16.1/AWWA,C110,C115,C150,C151, and all revisions thereto.
4. Flanged pipe shall be ductile iron pipe with ductile iron flanges threaded on.
[ZW
CUSTOM PIPE 8 RABRICATIOf1 Inc.
SIT Joint Restraint Submittal Form
,4RtPIPE PRODUCTS
o Stargripseries3000
Mechanical Joint Wedge Action Restraint
for Ductile Iron Pipe
Patent #5,772,252
SUBMITTAL INFORMATION
.......................................................................................................................................
PROJECT NAME:
........................................................................................................................................
ENGINEER.
........................................................................................................................................
.......................................................................................................................................
CONTRACTOR:
........................................................................................................................................:
.......................................................................................................................................
SPEC SECTION.-
Stargrip®series 3000 for Ductile Iron Pipe
APPROVED AWWA
& O _
@ MEMBER
FEATURES&ADVANTAGES
• The Wedge Assembly is designed with a Break-Off Torque Control Nut that will only break off in one direction,ensuring proper
n I stallotd Ion.
• The Stargrip®offers a full 51 deflection through 12"size,30 on 14"-24",20 on 30"-36"and 1 0 on 42"48".
• Minimum safety factor of 2:1
• Starghlog sizes 3"-36"are listed with Underwriters Laboratories Inc.and sizes 3"-1 2"are approved by Factory Mutual Research.
• The Wedge Assembly is designed to fit specific pipe sizes and is field repairable.
• No special tools are required for installation of the Stargrip®.
• Stargrip®eliminates tie rods and thrust blocks.
• Stargrip@ may also be used on steel pipe*up to 12"(*transition gasket required on 12"and under). For 14"and larger steel
applications,contact Star Pipe.
MATERIAL SPECIFICATIONS:
• Gland:Ductile Iron per ASTM A536,Grade 65-45-12
• Wedges:Ductile Iron per ASTM A536,Grade 65-45-12 heat treated to a minimum of 370 BHN
* Wedge Finish: Thermally cured fluoropolymer epoxy coating
GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check one):
FStandard:alkyd enamel coating Standard:T-bolts are high strength low alloy steel F manufactured in accordance with ANS
❑ Optional:Starbond Tm TGIC polyester powder coating C1 1 1/A21.1 1-00
applied by an electrostatic spray process Optional:T-bolts and nuts alloy SS 304 per ASTM F593
❑ Optional:Other(specify) Optional:T-bolts and nuts alloy SS 316 per ASTM F593
Optional:T-bolts and nuts Fluoropolymer Star-Blue
COUNTRY OF ORIGIN OPTION (Please check coated high strength low alloy steel manufactured
in accordance with ANSI/AWWA Cl 11/A21.1 1-00
F Import
100%Domestic'
Domestic gland with import components'
('Please see Domestic Restraint Options Available on our website.)
REV.13-1
O REGISTERED TRADEMARK OF STAR PIPE PRODUCTS
STAR®PIPE PRODUCTS
FM Approvals HOUSTON CORPORATE TOLL FREE 1-800-999-3009 1 FAX 281-558-9000
T____
�.starp .P,.,:,Ucts.Com
Pagel
STARR
PIPE
I PRODUCTS
II ' Joint • Submittal •
!S StargripRseries 3000
Mechanical Joint Wedge Action Restraint
for Ductile Iron Pipe
Patent #5,772,252
TECHNICAL INFORMATION
OE
B
0.75
Q
0.12- LL c
a
� r
.o III
MAX F W/NUTS APPROX
Please NOM. PRESSUSI)RE A B c D F TWISTED G NO.OF NO.OF WT
check sizes: SIZE RAFTING OFF WEDGES T-BOLTS (LBS)
❑ 3 350 4.84 2.40 4.06 6.19 3/4 9.85 8.78 8.13 2 4 6
❑ 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 8
❑ 6 350 8.02 1 2.40 7.00 9.50 7/8 13.06 1 11.72 11.12 1 3 b 1 12
❑ 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17
❑ 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 24
❑ 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 34
❑ 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 49
❑ 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 56
❑ 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 59
❑ 20 250 22.70 167 21.74 25.50 7/8 28.56 27.00 27.50 14 14 75
❑ 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 139
® ❑ 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.62 39.12 20 20 199
❑ 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.92 46.00 24 24 232
❑ 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 400
❑ 48 250 52.09 5.15 1 51.05 57.50 1-3/8 61.16 59.62 60.00 32 32 488
*All dimensions in inches except where indicated.
Notes:
• Stargrips®must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket.
• For applications exceeding the maximum pressure ratings listed,please contact Star Pipe Products for recommendations(see Tandem Stargrip®).
• For applications on existing pipe,the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in
order for the wedges to function properly. Please contact Star Pipe Products for technical assistance.
• Sizes 42"&48"require extra long 1''%"x 8%z"T-bolts.
REV.13-1
®REGISTERED TRADEMARK OF STAR PIPE PRODUCTS
STAR®PIPE PRODUCTS
HOUSTON CORPORATE I TOLL FREE 1-800-999-30091 FAX 281-558-9000 FM Approvals
w .s}arpipeproduc}s.com
Page 2
Sea I-Tite
Flange Accessory Packs
Class 125 & Class 250
Seal-Tite
Ring and Full Face
Flange 1/8" Full Face 1/8" Ring . -
i
2" FBR-020-* RBP-020-*
2-1/2" FBR-025-* RBP-025-*
-* IR -*
4" FBR-040-* RBP-040-*
n6"
I FBR-050-* P-050-*
FBR-060-* RBP-060-* Seal-Tite Gaskets - Full Face and Ring Type to
fit ANSI B16.1-Class 125 Flanges.
10" FBR-100-* RBP-100-*
Reference Standard: ANSI B16.1 - Flange Dimen-
12" FBR-120-* RBP-120-* sions - Class 125
14" FBR-140-* RBP-140-*
16" FBR-160-* RBP-160-* Material Standard: SBR
18" FBR-180-* RBP-180-*
20" FBR-200-* RBP-200-* Heavy Hex Head Bolts and Nuts
24" FBR-240-* RBP-240-* Reference Standard: Heavy hex head steel bolts
30" FBR-300-* - to ANSI B18.2.1 with heavy hex steel nuts to ANSI
36" FBR-360-* - B18.2.2. Bolts to be threaded to ANSI B1.1 unified
inch screw threads, Class 2A external & Class 2B in-
ternal.
Material Standard: to conform to ASTM A307 speci-
fication for carbon steel externally threaded standard
fasteners, Grade B. Zinc plated - ASTM B633, Stain-
*Add suffix: less Steel 304 &316 Bolts -ASTM F593 Stainless Steel
"Z" for Zinc Plated. 302 & 316 Nuts - ASTM F594
"304" for 304 Stainless Steel
"316" for 316 Stainless Steel
"250" for Zinc Class 250 Flange Accessories
QWARNING: This product can expose you to chemicals including lead, which is known to the State of California to
! cause cancer and birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov.
1YFlP.lC- I/1VI?'Z"D Distfibutio" Centers 1218
229 Southbridge Street, Worcester, MA 01608 Jacksonville, Florida
Tel: (800)807-2215 Fax: (800)807-2214
www.napacinc.com
i
18204 59th Avenue NE
REVIEW COMMENT FORM Arlington, WA 98223
360-403-3551
Project Name:West Side Condo Association Permit No.:PWD-4077 Review Date: 11.4.2025
Contact: Samantha Wise Phone No.: 360-293-9848 Review Phase: 15Y Round Report Date:
Reviewing Dept.: CED Applicant:Welch Brothers DWG Issue Date:
Construction
Dwg.or Add'1 Ref. Comment Response/Resolution City
S ec.Ref. Approved
1. TN Plans will need to call out DCDA in riser room and
Fire Department Connection need to be shown on
plan within 50ft of fire hydrant.
2. PWAdmin Please submit engineered drawings.
3. Please resubmit to cedParlingtonwa.gov.
Page 1 of 1
i
18204 59th Avenue NE
REVIEW COMMENT FORM Arlington, WA 98223
360-403-3551
Project Name:West Side Condo Association Permit No.:PWD-4077 Review Date: 1.5.2025
Contact: Samantha Wise Phone No.: 360-293-9848 Review Phase: 15Y Round Report Date:
Reviewing Dept.: CED Applicant:Welch Brothers DWG Issue Date:
Construction
Dwg.or Add'1 Ref. Comment Response/Resolution City
S ec.Ref. Approved
1. TN Plans will need to call out DCDA in riser room and
Fire Department Connection need to be shown on
plan within 50ft of fire hydrant.
Please add this information to the plans.
2. PWAdmin Please submit engineered drawings. Complete PW
3. Please resubmit to ced@arlingtonwa.gov.
Page 1 of 1
Date: 04/14/2026
Permit#: 4077
Permit Date: 10/10/2025
Review Date: 12/22/2025
Permit Type: CIVIL MINOR
Review Type: CIVIL MINOR
Target Date: 01/09/2026
Scheduled Time: 00:00
Completed Date: 12/31/2025
Description: Customer should pothole the location of the watermain hot tap to verify the size of the main.
Review Status: COMPLETE
Assigned To: PW-WAT REV
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Notes
10/27/2025 Submit Engineered drawings.
12/22/2025 Resubmittal
12/31/2025 Customer should pothole the location of the watermain hot tap to verify the size of the main.
Property Information
Parcel#: 31052100400108 COA/NW CUSTOM AIRCRAFT HANGARS, LLC
COA/NW CUSTOM AIRCRAFT HANGARS, LLC 18204 59th Avenue NE
4701 AIRPORT BLVD Arlington,WA 98223
Zoning: 439 Other Aircraft Transportation
NECLot: 404ABlock:
Permit#: 4077
Permit Date: 10/10/25
Permit Type: CIVIL MINOR
Project Name: West Side Condo Association
Applicant Name: Welch Brothers Construction,Inc
Applicant Address: PO Box 818
Applicant, City,State,Anacortes,WA 98221
Zip:
Contact Person: Samantha Wise
Phone: 360-293-9848/360-630-6387
Email: mike@welchbros.com/samantha@welchbros.com
Scope of Work: Tap the water main and install 6"underground restrained fire main to riser room with flange riser.
Test flush and UL Cert.
Valuation: 26396.84
Project#::
ID Code: CED
Permit Issued: 01/30/2026
Permit Expires: 07/29/2027
Status: AS-BUILT PROCESS
Assigned To: Kristin Foster
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
31052100400108 4701 AIRPORT BLVD COA/NW CUSTOM 439 Other Aircraft
AIRCRAFT Transportation NEC
HANGARS,LLC
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
Welch Brothers Samantha Wise 360-293-9848 PO Box 818 Construction Contractor UBI 601 109 879
Construction
Welch Brothers Samantha Wise 360-293-9848 PO Box 818 Construction Contractor Construction WELCHBC995RC
Construction Contractor
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
03/03/2026 CO2.CIVIL ON-SITE Late morning or early 03/04/2026 03/03/2026 BUILDING COMPLETE
afternoon.This is for a fire
flush inspection.
03/03/2026 CO2.CIVIL ON-SITE Late morning or early 03/04/2026 03/03/2026 CED INSPECTOR COMPLETE
afternoon.This is for a fire
flush inspection.
02/25/2026 CO2.CIVIL ON-SITE a hydrostatic pressure test on 02/26/2026 02/26/2026 CED INSPECTOR COMPLETE
the fire line tomorrow PM
02/24/2026 CO2.CIVIL ON-SITE Afternoon Requested,cover 02/25/2026 02/27/2026 CED INSPECTOR COMPLETE
inspection.
11/07/202501/22/202601/09/202601/09/202602/05/202602/16/202602/16/202602/16/202604/20/202604/20/202604/20/2026
Plan Reviews
Date Review Type Description Assigned To Target Date
10/17/2025 CIVIL MINOR See development services manager comments CED INSPECTOR 11/07/2025
01/08/2026 CIVIL MINOR SAVED APPROVED PLAN TO FOLDER WITH STAMP Development Services 01/22/2026
AND SIGNATURE Manager
12/22/2025 CIVIL MINOR No comments. PW-ADMIN-GIS 01/09/2026
12/22/2025 CIVIL MINOR Customer should pothole the location of the watermain hot tap PW-WAT-REV 01/09/2026
to verify the size of the main.
01/29/2026 PERMIT FOR SIGNATURE Development Services 02/05/2026
Manager
02/02/2026 MATERIAL SUBMITTALS No civil comments. Development Services 02/16/2026
Manager
02/02/2026 MATERIAL SUBMITTALS No comments,LT PW-ADMIN-GIS 02/16/2026
02/02/2026 MATERIAL SUBMITTALS No comments on submittals,GT PW-WAT-REV 02/16/2026
03/30/2026 AS-BUILT Development Services 04/20/2026
Manager
03/30/2026 AS-BUILT No comments PW-ADMIN-GIS 04/20/2026
03/30/2026 AS-BUILT No comments PW-WAT-REV 04/20/2026
Fees
Fee Description Notes Amount
Processing/Technology $25.00
Civil Permit $1,600.00
Total $1,625.00
Payments
Date Paid By Description Payment Type Accepted By Amount
01/24/2026 XBPCon£302720013 $1,625.00
Outstanding Balance $0.00
Notes
Date Note Created By:
01/26/2026 Contractor needs to add COA to UBI Hannah Hardwick
01/14/2026 Emailed for the job cost. Kristin Foster
01/06/2026 Received a resubmittal. Kristin Foster
01/05/2026 Emailed the review comments. Kristin Foster
11/06/2025 Sent review comments. Kristin Foster
Uploaded Files
Date File Name
03/30/2026 31451536-20260330 PWD4077 Record As Built Drawings.pdf
02/02/2026 30496 10 1-Arlington Fireline Submittals.pdf
01/30/2026 30473402-2026 PWD4077 Issued Permit.pdf
01/08/2026 30197775-20260106 PWD4077 Revised P1ans.PDF
12/22/2025 30010356-20251217 PWD4077 Revised Plans.pdf
10/10/2025 28846980-20251010 PWD4077 Application.pdf
Date: 04/14/2026
Permit#: 4077
Permit Date: 10/10/2025
Review Date: 10/17/2025
Permit Type: CIVIL MINOR
Review Type: CIVIL MINOR
Target Date: 11/07/2025
Scheduled Time: 00:00
Completed Date: 10/21/2025
Description: See development services manager comments
Review Status: COMPLETE
Assigned To: CED INSPECTOR
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Notes
10/21/2025 It is unclear what structure is being connected to. The plans reference 4701 Airport Blvd as the
project address, but I cannot find a building at that location.
Property Information
Parcel#: 31052100400108 COA/NW CUSTOM AIRCRAFT HANGARS, LLC
COA/NW CUSTOM AIRCRAFT HANGARS, LLC 18204 59th Avenue NE
4701 AIRPORT BLVD Arlington,WA 98223
Zoning: 439 Other Aircraft Transportation
NECLot: 404ABlock:
Date: 04/14/2026
Permit#: 4077
Permit Date: 10/10/2025
Review Date: 01/08/2026
Permit Type: CIVIL MINOR
Review Type: CIVIL MINOR
Target Date: 01/22/2026
Scheduled Time: 00:00
Completed Date: 01/09/2026
Description: SAVED APPROVED PLAN TO FOLDER WITH STAMP AND SIGNATURE
Review Status: COMPLETE
Assigned To: Development Services Manager
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Notes
10/29/2025 Plans will need to call out DCDA in riser room and Fire Department Connection needs to be
shown on plan within 50ft of fire hydrant.
12/22/2025 Resubmittal
12/30/2025 Plans need to callout FDC and needs to be within 50' of fire hydrant. Plans also need to callout
out DCDA within riser room.
01/08/2026 Resubmittal
Property Information
Parcel#: 31052100400108 COA/N W CUSTOM AIRCRAFT HANGARS, LLC
COA/NW CUSTOM AIRCRAFT HANGARS, LLC 18204 59th Avenue NE
4701 AIRPORT BLVD Arlington,WA 98223
Zoning: 439 Other Aircraft Transportation
NECLot: 404ABlock:
Date: 04/14/2026
Permit#: 4077
Permit Date: 10/10/2025
Review Date: 12/22/2025
Permit Type: CIVIL MINOR
Review Type: CIVIL MINOR
Target Date: 01/09/2026
Scheduled Time: 00:00
Completed Date: 12/31/2025
Description: No comments.
Review Status: COMPLETE
Assigned To: PW-ADMIN-GIS
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Notes
10/27/2025 Submit engineered drawings
12/22/2025 Resubmittal
Property Information
Parcel#: 31052100400108 COA/N W CUSTOM AIRCRAFT HANGARS, LLC
COA/NW CUSTOM AIRCRAFT HANGARS, LLC 18204 59th Avenue NE
4701 AIRPORT BLVD Arlington,WA 98223
Zoning: 439 Other Aircraft Transportation
NECLot: 404ABlock: