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REV1 RESUB 2 - STORM MANHOLE DETAILS0 Oldcastle Infrastructure c""co-w Date Printed: 07/21/2021 Job Number: 15401 Customer: A-1 Landscaping and Construction, Inc. Job Name: Kisan Enterprises Structure ID: CB #2 Rev: Type: Storm Designer: RyanJ Rim: 350.94' IE: 340.79' Rim -Invert: 10.15' Sump: 2.00' Adj: 0.10' Salesrep: Derek Clifford WSDOT: Item 7011175 6" CB RISER EA 1 2351 Top 3 048TSP 48" FLATTOP W/2024 SQUARE HOLE EA 1 1,648 Top 4 048X05R 48" X 5' RISER EA 1 4,629 Item 1 048X05BHKO 48" X 5' BASE HIGH K.O. EA 1 5,274 Base G.048RG 48" GASKET EA 2 Access. 7016540 4 STEP POLY MH LADDER EA 1 16 Access. Total Structure 12,037 Pipe# I Elevation I Pipe I Hole Type I Holleh Hei I Hol ehWid l Angle l UptoCerInclnt Item a 16"X16"0 KNOCKOUT a 16"X16"0 KNOCKOUT Base 4'% in 6" CB RISER T-6►—nn 6" CB RISER 6�n 48" FLATTOP W/ 2024 SQUARE HOLE n — — — — — — — 10/. in 1 - - - - - I I I I I I I I I I I I I I I 48" X 5' RISER 60 in 150'% in � r I I I I I I �16 in� I 2 1 57'/. in 48" X 5' BASE HIGH K.O. % I I I I I I I I I I I I L J 6 in fi 5 in+-148 in— i i 5 in ----------------------------- O O 0° 90° 180° 270° Notes: 57'/4" s" 360°� Step Degree: 0 0 Oldcastle Infrastructure c""co-w Date Printed: 07/21/2021 Job Number: 15401 Customer: A-1 Landscaping and Construction, Inc. Job Name: Kisan Enterprises Structure ID: CB #3 Rev: Type: Storm Designer: RyanJ Rim: 350.65' IE: 341.03' Rim -Invert: 9.62' Sump: 2.00' Adj: 0.12' Salesrep: Derek Clifford WSDOT: UOM I Ouantity I Weiqht I Item 048TSP 48" FLATTOP W/2024 SQUARE HOLE EA 1 1,6481 Top 4 048X05R 48" X 5' RISER EA 1 4,629 Item 1 048X05BHKO 48" X 5' BASE HIGH K.O. EA 1 5,274 Base G.048RG 48" GASKET EA 2 Access. 7016540 4 STEP POLY MH LADDER EA 1 16 Access. Total Structure 11,802 Pipe# I Elevation I Pipe I Hole Type I Holleh Hei I Hol ehWid l Angle l UptoCerInclnt Item 16"X16"0 KNOCKOUT a 16"X16" 0 KNOCKOUT Base 4 in 6" CB RISER T6 nn 48" FLATTOP W/ 2024 10%. in SQUARE HOLE rl I I I I I I I I 48" X 5' RISER I I I I I I I I I I I I I I 60 in I I I I I 1 I 144 in I I I in� I I �, 1 �16 1 'I 1 2 I 1 1 57'% in 48" X 5' BASE HIGH K.O. r 1 I I I I I I I I I L I I I J If 6 in 5 in= 48 in 5 in ---------------------------- O O I I 0° 90° 180° 270° Notes: 57'/4" s° 360°� Step Degree: 0 0 Oldcastle Infrastructure c co-w Date Printed: 07/21/2021 Job Number: 15401 Rim: 345.50' Customer: A-1 Landscaping and Construction, Inc. IE: 340.40' Job Name: Kisan Enterprises Rim -Invert: 5.10' Structure ID: SDMH #1 Sump: 1.47' Rev: Adj: 0.00' Type: Storm Salesrep: Derek Clifford Designer: RyanJ WSDOT: ProductID Description UOM Ouantity Weiqht Item 054TSR 54" FLATTOP/ ROUND HOLE I EA 1 11 2,0221 Top 4 054X05RWC 54" X 5 RISER W/ HOLE I EA 1 11 2,01241 Item 1 G.054RG 54" GASKET I EA 1 11 1 Access. Pipe# Elevation Pipe Hole Type Hole Hei Hole_Wid Angle UptoCent Item gm th erInclude (1) 340.4 36 PVC DOGHOUSE CORED 42 42 90 Floor 35.65 Item 1 (2) 340.42 12 PVC CORED 16 16 180 23.9 Item 1 (3) 340.4 36 PVC DOGHOUSE CORED 42 42 270 35.65 Item 1 '2 , 16"X16" 0 CORED a 42" 0 DOGHOUSECORED a 42" O DOGHOUSE CORED 54" FLATTOP/ ROUND HOLE 54"X5 RISER W/ HOLE 6 in i 2 in T 01% in 60 in +5 ini54 in —i 5 in+ -—-—-—-—-----------------—-—- 1 O 3 0° 90, 180' 270' Notes: 60" 360' Step Degree: 0 in DESIGN CRITERIA (TO BE VERIFIED BY E.O.R): 1. DESIGN LOADS: AASHTO HS-20-44 (PER TABLE 2 OF ASTM C890-13) 2. DESIGN FILL: 0" TO T-0" (OF 125 PCF FILL) 3. MAXIMUM INSIDE HEIGHT 25'-0" (UNLESS NOTED OTHERWISE) SPECIFICATIONS: 1. CONCRETE STRENGTH: f'c= 4,000 PSI @ 28 DAYS 2. DESIGN: ASTM C478-13 - "STANDARD SPECIFICATION FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS" ACI 318-11 - "BUILDING CODES REQUIREMENTS FOR STRUCTURAL CONCRETE" ASTM C890-13 - "STANDARD PRACTICE FOR MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 3. REBAR: ASTM A-615 GRADE 60 4. WELDED WIRE FABRIC: ASTM A1064 5. INSTALL LID PRIOR TO BACKFILL 6. BACKFILL WITH GRANULAR FREE DRAINING MATERIAL (SAND OR PEA GRAVEL) FREE OF STONES OR COBBLES GREATER THAN 4" IN DIAMETER REVISION HISTORY REV DESCRIPTION DATE DESIGNER C Rev Two Hole Top Slab 9/20/18 STJ D Revised Lifting 3/4/19 STJ E Added Mono Base Rebar 3/21/19 STJ -r- V-9" � �l it ffi 4-- P. PI10 L - I J 8" o.c. E.W. L-i L L 1 2' PLAN VIEW 2 1 1/2" 3" P.PI 2 5/8 Clear 8" 5 3/8" 06' SIDE VIEW THIS DOCUMENT CONTAINS PROPRIETARY Fr"�=;=1cmmrjrrffi INFORMATION THAT SHALL NOT BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE EXPRESS WRITTEN A R B CF15T PERMISSION OF GRANITE PRECAST AND PARTS LIST ITEM QTY PART NUMB DESCRIPTION MATERIAL WEIGHT 1 1 060BS 60" BOTTOM SLAB SCC-1P-0 2777 2 3 P.PI10 Pulling Iron 1/2" 0 x 10" Steel 2 3 4 601 #6 x 5'-2" Lg. Steel 8 4 4 602 #6 x 4'-10" Lg. Steel 7 5 4 603 #6 x 4'-0" Lg. Steel 6 6 4 604 #6 x 2'-4" Lo. Steel 4 60" Bottom Slab 2880 Ibmass 060BS STJ —" 11/10/2016 STRUCTURE: 6011 MANHOLE & CATCH BASIN DATE: DATE: PROJECT: .JOB NAME 41 16 BAKERVIEW SPUR, BELLINGHAM, WA 98BOO CONCRETE, INC. i APYVU: DATE: 13601 671-2251 1-800-808-2251 FAX: (3601 671-0780 92015 Granite Precasting & Concrete, Inc. CUSTOMER: CONTRACTOR LABEL PIECE WITH: Contractor Job Name 060BS 2880 Ibmass CASTING DATE: Job # 3of 22 Standard Manhole, Catch Basin, Vault, and TrenLh Certification As a NPCA certified plant, we certify that all materials manufactured by Granite Precasting & Concrete, Onc. comply with the following and are of domestic origin. 1) Manholes and cs-itch baso'ns ave constructed �n accordance wg'th ASTM C-478. 2� Vaults are constructed in accordance with ASTM C-858 and ASTM C-913. 3) Precast trenches are constructed in accordance with ASTM C-858. 4) Structural design loading per ASTM C-857 and ASTM C-890. 5) All concrete minimum 4000 P.S.I. 6) Aggregate and sand supplied from Washington State Pit F-197 or F-175. 7) All rebar conforms to ASTM A-615. 8) Welded wire fabric conforms to ASTM A-1064. 9) Rubber gaskets meet ASTM C-443. All materials manufactured by Granite Precasting & Concrete, Inc. conform to WSDOT specifications. Additionally, Granite Precasting & Concrete, Inc. is an approved WSDOT supplier of manholes, catch basins, short span bridges, traffic barrier, and traffic curbs. Sincerely, Matthew W. Vaughn President 4116 Bakervoew Spur Belfingharid,UYA 910226 -360-671-2251 .1-800-808-2251 -Fax 360-671-0780 48" Type 2 Catch Basin Meets or Exceeds WSDOT Std Plan B-10.20-00 Catch Basin Constructed in Accordance With ASTM C-478 Rubber Gasket Conforms to ASTM C 443 wl Knockouts Polypropylene MH Steps Conform to ASTM C-478 "'— Hole PLAN TOP SLAB 24" Diameter Round or 20" x 24" Rectanglar Hole ISO SECTION VIEW Rectanglar Hole 2 Ru Gi JOINT DETAIL A SCALE 1/8 4", 6", or 12" WEIGHTS: ig or 20" x 24" Riser TOP SLAB: 8" 1,580 Ibs RISER: 1' 930lbs 2' 1,860lbs 3' 2,790lbs 4' 3,720lbs 5' 4,650lbs 6' 5,580lbs BASE w/ KO: 5' 5,000 Ibs 6' r Knockout 24" Dia. Max. (2)-Places, Typ. 41 1/4" 6" Knockout 32" Dia. (2)-Places, Typ. SIDE VIEW BASE CONCRETE: Fr 4,000 psi @ 28 Days REINFORCING: Welded Wire Fabric: ASTM A497 Rebar: ASTM A615 Grade 60 Top Slab: 0.40 Sq in./ft e.w. min. Base w/integral Riser: 0.15 Sq in./lin ft min. PIPE PEN ETRATION S: Maximum Hole Size: 36" Minimum Distance Hole to Hole: 8" SITE PREPARATION: Contractor to establish level grade prior to setting base piece at a tolera nce of 1/4" to 3/8" ramnrlimra TM I� E C F15 T 4116 BAKERVIEW SPUR, BEULINSHAM, WA 98226 - (3601671-2251 - 1-800-008-2251 -FAX- (3601671-0780 Meets or Exceeds WSDOT Std Plan B-10.20-01 if Manholes Constructed in Accordance With ASTM C-4 ype atch as�n Rubber Gasket Conforms to ASTM C-443 54 TPolypropylene MH Steps Conform to ASTM C-478 24" 0 Access Hole TOP SLAB 24" Diameter Round or 20" x 24" Rectanglar Hole ,-- 24" 0 Access Hole ISO SECTION VIEW © 2013 Granite Precasting & Concrete, Inc. 2", 4", 6", or 12" Grade Ring or 20" x 24" Riser 1' to 6' Riser 2', 3', 4', 5' Base 8" Base Slab _r Hole Rubber Gasket DETAIL A SCALE 1/8 WEIGHTS: TOP SLAB: 8" - 1,940 Ibs RISER: 1' - 960 Ibs 2' - 1,900 Ibs 3' - 2,900 Ibs 4' - 3,800 Ibs 5' - 4,700 Ibs 6' - 5,800 Ibs BASE: 2' - 4,060 Ibs 3' - 4,960 Ibs 4'- 5,860 Ibs 5'- 6,760 Ibs BASE SLAB: 8" - 2,560 Ibs CONCRETE: Fc= 4,000 psi @ 28 Days REINFORCING STEEL: Welded Wire Fabric: ASTM A497 Rebar: ASTM A615 Grade 60 Top Slab: 0.40 Sq. in./ft. e.w. Min. Base Wall & Riser: 0.15 Sq in./ft. e.w. min. Base Floor & Base Slab: 0.23 Sq in./ft. e.w. min. PIPE PENETRATIONS: Maximum Hole Size: 42" Minimum Distance Hole to Hole: 8" Holes Cored to Plan Specifications Kor-N-Seal Connections Available Standard Knockouts Available SITE PENETRATIONS: Contractor to Estabish Level Grade Prior to Setting Base Piece at a Tolerance of 1/4" to 3/8" ranmr1imra TM I� E C F15 T 4116 BAKERVIEW SPUR, BEULINSHAM, WA 98226 - (3601671-2251 - 1-800-008-2251 -FAX (3601671-0780 IN; ERNA Ltp?=ECONPOi9AT/rD/V•4L CERTIFICATE OF COMPLIANCE All of the LANE POLYPROPYLENE LADDERS are made of polypropylene that conforms to ASTM D4101-82. (The previous standard of ASTM 2146-82 was replaced by D4101-82.) The 1/2" reinforcing rod conforms to ASTM A-615 requirements. The 9/16" smooth round bar conforms to ASTM-36 requirements. The ladder meets all ASTM C-497, C-478, AASHTO M-199 &: WISHA requirements. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These ladders are of U.S. origin and comply with the AARA Act of 2009. OFFI�dAL STAMP SHERI LEE DUYAO NOTARY PUBUC-OREGON COMMISSION NO.954359 MY COMMMON EXPIRES SEPTEW8111, 2020 Lane International Corp. el y R e tson, Vice -President January 9, 2018 P.O. Box 925 • 10758 S.W. Manhasset Dr., Tualatin, Oregon 97062 Phone: 503-692-9860 • 800-666-0076 Fax: 503-692-9863 www.laneinternational.coni WALL FASTENING RAIL 9/16" Grade 60 Round Bar 0 0 0 0 0 c 0 0 0 0 0 0 RADIUS WALL APPLICATION O O O O O O O O O O O O FLAT WALL APPLICATION RUNG 112" Grade 60 Rebar All Lane Poly Ladders meet the requirements of ASTM C-478, A-615, D4101, and AASHTO M-199 12" �ECORP0,9AT/ON L P.O. Box 925 10758 SW Manhasset Dr. Tualatin, OR 97062 503-692-9860 800-666-0076 Fax 503-692-9863 www.laneintemational.com INMRWAMONAL Lill.4ECORPORAMON CERTIFICATE OF COMPLIANCE All of the LANE PLASTIC MANHOLE STEPS made of polypropylene conform to ASTM D4101-82. (The previous standard of ASTM 2146-82 was replaced by D4101-82.) The 1/2" reinforcing rod conforms to ASTM A-61:5 requirements. They meet and/or exceed ASTM C478-88 paragraph 13.4 and AASHTO M-199 requirements. The LANE PLASTIC MANHOLE STEPS meet and/or exceed the 1,5001bs. pullout force and the vertical deflection of 800 lbs. when properly installed. All of the components are of domestic origin and all manufacturing is done in our plant in Tualatin, Oregon. These manhole steps are of U.S. origin and comply with the ARRA Act of 2009. OFFICIAL STAMP SHERI LEE DUYAO NOTARY PUBLIC-OREGON COMMISSION NO.954359 MY COMMISSION EXPIRES SEPTEMBER 11, 20i0 50W'1�9-T 10- Lane International Corp. Kell R bertson, Vice -President January 9, 2018 P.O. Box 925 • 10758 S.W. Manhasset Dr., Tualatin, Oregon 97062 Phone: 503-692-9860.800-666-0076 Fax: 503-692-9863 www.laneinternational.com Polypropylene Manhole Steps SPECIFICATIONS: All Lane Poly Steps meet the requirements of ASTM C-478, AASHTO M-199, WISHA and all OSHA specifications. The Polypropylene conforms to ASTM D-4101. The 1 /2" Grade 60 reinforcing bar meets ASTM-A-615. Su1C fuo I ti eau u-i2ri LONGEVITY: Copolymer polypropylene is known for its high impact strength and superior resistance to the corrosive environments found in sewers. SAFETY: Lane poly steps have sure footed self-cleaning tread design. Poly steps will not spark so there is no danger of igniting sewer gasses. INSTALLATION: 1) The step can be cast in place 2) Driven into preformed holes with the concrete cured to 3,000 PSI minimum 3) Drill two 1" to 1-1/8" holes, 3-3/4" deep 10" on center for the Lane step number P-10938 and 13" on center for the P-14850 and P-14938. Apply any non -shrink grout around the barbed portion of the step. Then drive the step into it's full insertion point. Any of the above methods will resist a pullout force of over 1,500 lbs. Associate Member Of �� PNPCA Pacific Northwest Precast Concrete Association r California Precast 17 P C f concrete Association fora d4 P�14938 9%' 238-1 mrn ❑❑ mo, 41 68152.dmm� ❑o Bright Red Reflectors o❑ O ❑ O ❑ t-I OO 0°❑° ° ❑ o ❑ ❑ ❑ ❑ ❑ ❑ D ❑ o o ❑ ❑ a a ❑ o ❑ ❑ ❑ a ❑ ❑ jj}} ❑❑ O O 0 00 v 0 000 O❑❑ 0❑ D❑ O O D❑❑ D U 15'/4" 3a7.4mm- 14" 3556mm SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D- ° 4101. The '/2" Grade 60 reinforcing bar meets ASTM A-615. RUNG LANE •L YPJ?OPYLENE MANHOLE Iff)PP&WINTERNATIONAL CORPORATIQN P.O. Box 925. 10758 S.W. Manhasset Dr. • Tualatin, OR 97062. 503-692-9860. 800-666-0076 Fax 503-692-9863 • www.laneintemational.com 13' 3w mm M 7 Bright Red Reflectors �0141 Olt" It I•i•I•i3:v�� I � . . . . . . . � Ilic • .�.�.•.•. ..• .�. .•.•.•. dl ......................... SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The '/2" Grade 60 reinforcing bar meets ASTM A-61 < F ORPOHAT/ONQL Hand Hold Step RUNG 1/2" Grade 60 Rebar P.O. Box 925. 10758 S.W. Manhasset Dr. • Tualatin, OR 97062. 503-692-9860. 800-666-0076 Fax 503-692-9863 9 www.laneintemational.com P PRESS -SEAL GASKET CORPORATION Providing products and services that protect our planet's clean water supply January 22, 2015 CERTIFICATE OF COMPLIANCE This is to certify that the RFS Prelubricated Gaskets manufactured by Press -Seal Gasket Corporation, 2424 W. State Boulevard, Fort Wayne, Indiana, are manufactured in the United States of America using North American and globally sourced components and meet or exceed the Specification requirements of ASTM C 443 for standard rubber gaskets, AASHTO M 315 for rubber gaskets, ASTM C 1619, Class C for rubber gaskets, and CSA A257.3. This certification does not guarantee any field application or testing performance criteria. These criteria are controlled by product dimensions and tolerances, as well as field installation conditions and techniques, which are outside the control of the manufacturer. Sincerely, PRESS -SEAL GASKET CORPORATION Brad Carpenter Quality Manager (800) 348-7325 • Phone: (260) 436-0521 • Fax: (260) 436-1908 Ship To: 2424 West State Blvd. Fort Wayne, IN 46804 • Mail To: P.O. Box 10482 Fort Wayne, IN 46852 www.press-seal.com • sales@press-seal.com RFS: REDUCED FRICTION SEAL CONCRETE PIPE AND MANHOLE GASKETS Where To Use • Wet wells • Square pump and lift stations • Stormwater structures • On -site treatment structures • Junction chambers • Grease interceptors %,kp.at CARE & STORAGE PAGE 5 What It Is The RFS pre -lubricated pipe and manhole gasket is an encapsulated all rubber gasket that is filled with an internal lubricant. The unique design also helps in reducing insertion forces, virtually eliminating any twisting of the gasket or rolling out of the joint commonly found to occur in O-ring and profile gaskets. How It Works • Gasket is stretched over the spigot with the tube lying flat against the spigot. • Spigot and bell are homed with little insertion force due to the internal lubricant. • The rolling feature fills the small annular space. Why It's Better • Eliminates any external lubrication on joint or gasket. • Installs quicker by eliminating the lubrication step. • Easier to use around job sites because dirt and debris does not adhere to the gasket because of internal lubricant. TIP : Do not hang RFS gaskets from hooks or pegs in a vertical position MEMO- 84 Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2019 Phone: 800-348-7325 PRESS -SEAL CORPORATION Email: sales @press-seal.com Fax: (260) 436-1908 Protecting Our Planet's Clean Water Supply Web: www.press-seal.com ISO 9001: Registered • Version 03.18.19.230 0 RFS: REDUCED FRICTION SEAL SUBMITTAL SPECIFICATIONS 1. A rubber gasket shall be employed in the connection of the sanitary and/or storm pipe, manhole or box culvert to ensure a watertight connection. 2. The rubber gasket shall be RFS (Reduced Friction Seal) as manufactured by Press -Seal Corporation, Fort Wayne, Indiana, or approved equal. 3. The rubber gasket shall be the sole element relied on to assure a flexible watertight seal and meet ASTM C433 Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets and ASTM C1619 Standard Specification for Elastomeric Seals for Joining Concrete Structures Class E. 4. All gaskets shall be extruded or molded in such a manner that any cross-section will be dense, homogeneous, and free of porosity, blisters, pitting, or other imperfections. The gaskets shall be fabricated from an elastomeric material meeting the appropriate classification physical property requirements in section 7. The base polymer shall be natural rubber, synthetic rubber, or a blend of both and be 100% first run material with no recycled content. 5. Selection of the proper size rubber gasket for the pipe joint requirement, and installation thereof, shall be in strict conformance with the recommendations of the gasket manufacturer. Any testing shall also be conducted in strict conformance with the requirements of the gasket manufacturer. Product Performance RFS Prelubricated Pipe Gaskets meet or exceed all requirements of the following Specifications and/or Test Methods: • ASTM C 1619 (Classes C) - Standard Specification for Elastomeric Seals for Joining Concrete Structures • ASTM C 443 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets • CSA A 257.3 - Gaskets for Concrete Pipe (1) Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2019. Phone: 800-348-7325 PRESS -SEAL CORPORATION Email: sales @press-seal.com Fax: (260) 436-1908 Protecting Our Planet's Clean Water Supply Web: www.press-seal.com ISO 9001: Registered • Version 03.18.19.230 85 P. A RFS: REDUCED SELECTION GUIDE FRICTION SEAL Profile Body Body Total Annular Space Designation Height Width Width "A" "B" "C" Gasket Pipe RFS-135 0.650 0.724 1.607 0.326 0.126 (16.5 mm) (18.4 mm) (40.8 mm) (8.3 mm) (3.2 mm) RFS-165 0.755 0.825 1.954 0.446 0.146 (19.2 mm) (21.0 mm) (49.6 mm) (11.3 mm) (3.7 mm) RFS-166 0.755 0.825 1.721 0.446 0.094 (17.2 mm) (21.0 mm) (43.7 mm) (11.3mm) (2.4 mm) RFS-175 0.685 0.743 1.288 0.446 0.146 (17.4 mm) (18.9 mm) (32.7 mm) (11.3 mm) (3.7 mm) RFS-185 0.798 0.938 2.110 0.446 0.146 (20.3 mm) (23.8 mm) (53.6 mm) (11.3 mm) (3.7 mm) RFS-186 0.780 0.959 2.161 0.446 0.094 (19.8 mm) (24.4 mm) (54.9 mm) (11.3 mm) (2.4 mm) RFS-200 0.825 0.960 2.130 0.500 0.146 (21.0 mm) (24.4 mm) (54.1 mm) (12.7 mm) (3.7 mm) RFS-225 0.960 1.047 2.770 0.525 0.175 (24.4 mm) (26.6 mm) (70.4 mm) (13.3 mm) (4.4 mm) ,AZS it it 1) 114 AZ*=41) Az*M RFS 135 1923 RFS 165 1932 RFS 185 RFS 186 1924 1867 RFS 200 1814 RFS 166 1932 H3 RFS 175 1855 0 0 " RFS 225 1836 NOTE: DIMENSIONS ARE FOR NOMINAL MATERIAL. ACTUAL MEASUREMENTS WILL VARY WITH MANUFACTURING TOLERANCES. 86 Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2019 Phone: 800-348-7325 PRESS -SEAL CORPORATION Email: sales @press-seal.com Fax: (260) 436-1908 Protecting Our Planet's Clean Water Supply Web: www.press-seal.com ISO 9001: Registered • Version 03.18.19.230 RFS: REDUCED FRICTION SEAL INSTALLATION INSTRUCTIONS NOTE: 0 �. Stretch RFS Gasket onto spigot of pipe, making sure that mantle is laying smoothly toward end and that gasket body is firmly against shoulder of spigot. 2. Center pipe spigot and bell, and evenly and smoothly press spigot into bell. Gasket mantle will help center the pipe joint as the mantle moves into clearance space. 3. Complete assembly until pipe joint is home. Mantle moves into recess behind gasket, cushioning the joint while allowing joint to deflect. Complete installation by following pipe manufacturer's recommended bedding and backfilling practices. We recommend equalization of the RFS gasket on round pipe and require equalization on box, arch, and elliptical pipe. Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2019. Phone: 800-348-7325 PRESS -SEAL CORPORATION Email: sales @press-seal.com Fax: (260) 436-1908 Protecting Our Planet's Clean Water Supply Web: www.press-seal.com ISO 9001: Registered • Version 03.18.19.230 87 Be RFS: BOX CULVERT GASKET INSTALLATION INSTRUCTIONS 2 3 The box section should be handled with extreme caution to avoid chipping of the spigot and bell. Check for and remove any loose dirt, debris or foreign material form the inside surface of the bell and gasket seat area. Bug holes or chips need to be properly repaired. The gasket splice must be first located on the gasket. The splice area is identified with a colored stripe to aid in quickly locating. It is always placed in the middle of the bottom span on a horizontal box installation and on one of the two long spans on a vertical box. Stretch RFS prelubed gasket onto spigot with gasket body firmly against single offset step. The gasket must always be equalized by pulling towards each corner to take up the slack and create uniform tension. 4. Use a preferred Press -Seal supplied (red brush on, spray or high quality) adhesive only. 5 59 Roll the gasket back over and onto the step of spigot. Make sure not to allow the mantel/flap to come into contact with the adhesive. Apply adhesive starting at bottom span, then side spans, then top span. Do not glue the corners. Apply 1" wide (max). Be sure the entire bottom base of the gasket is glued to the concrete surface. Roll gasket back onto the step. To prevent the bottom span from sagging, use a board across the full length against the gasket body and clamp to the spigot until the adhesive has fully set. C-CLAMPS BOARD 7. DO NOT USE ANY LUBRICANT (RFS has an internal prelubricated cavity for easier installation. CAUTION: Press -Seal believes there are risks associated with gluing the gasket on and being exposed to the elements for an extended period of time; therefore, please discuss with your territory manager before installation. 88 Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2019 Phone: 800-348-7325 PRESS -SEAL CORPORATION Email: sales @press-seal.com Fax: (260) 436-1908 Protecting Our Planet's Clean Water Supply Web: www.press-seal.com ISO 9001: Registered • Version 03.18.19.230 PRESS -SEAL GASKET SIZE CHART 48" (1200MM) RFS 175 PIPE GASKET 395.17481465 CUT TO LENGTH @ 146.50" 54" (1350MM) RFS 175 PIPE GASKET 395.17541620 CUT TO LENGTH @ 162.00" 60" (1500MM) RFS 175 PIPE GASKET 395.17601785 CUT TO LENGTH @ 178.50" 72" (1800MM) RFS 175 PIPE GASKET 395.17722130 CUT TO LENGTH @ 213.00" 84" (2100MM) RFS 186 PIPE GASKET 395.186842450 CUT TO LENGTH @ 245" 96" (2400MM) RFS 200 PIPE GASKET 395.20962815 CUT TO LENGTH @ 281.50" 120" (3000MM) RFS 200 PIPE GASKET 395.201203480 CUT TO LENGTH @ 348"