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SWP272850 (2)
,s . _ N •' ^" '':�.7�'7y mow• ` t• i - .r, ♦ r i --•• - 1 _ � • - � ` ♦• :•moo ' "I 'rolF 'I 010 - T 0, - 210100 7 .�� a _ _ t i � • two �- !� `- ^ �� ` ` ?,� ��.?� •.�1� cam' t�.�l - iy-t - • � �1 .4. f.� - � - ; Ys • �� w 4- - S . tic i .. . � 40 tN J,I,SAw w • fir `w� ;-a�'f'- �. 4 yq�i r 'f f t t �y l I- V. Pal V�7 do wx� 64, if Project: N 26 h Street / Park Place N Storm Drain Project Renton, Washington Contractor: Northwest Infrastructure, Inc 133 23" Street SE Puyallup, WA 98372 Submittal BI-I Work Plan Supplier: Northwest Infrastructure, Inc. 133 23d Street SE Puyallup, WA 98372 A project Critical Path Method chart, attached with this submittal itemizes the proposed sequencing and schedule of the above referenced project. The contract plans and specifications were detailed and specific in nature and for the most part will be adhered to for the job sequence. NWI will mobilize per the attached CPM. A rubber tired backhoe will be delivered and used at the Belle Vista Apartments to minimize structural trauma to the existing facilities. Structures will be self off-loaded in the green belt area within our work limits. A track excavator and rubber tired skiploader will be mobilized per schedule to the Park PL N site. Structures will be self off-loaded to an area outside of traffic. The Traffic Control Plan and Trench Safety Plan are submitted separately. The areas open to traffic and exposed to drainage run-off will be kept clean while we work as much as possible. Any additional clean-up of paved areas necessary will be accomplished using an outsourced mobile sweeping company. 7 Sep 16, '07 Sep 23, '07 Sep 30, '07 Oct 7, '07 Oct 14, '07 ID Task Name Duration Start T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S 1 Mobilization 3 days Wed 9/12/07 2 Erosion Control 2 days Wed 9/12/07 3 Clearing 8 days Wed 9/12/07 4 Survey / Staking 2 days Wed 9/12/07 5 -4 Sawcutting 1 day? Fri 9/14/07 6 -4 Pothole ex utilities 4 days Mon 9/17/07 7 -4 Excavate / install SD @ BV 7 days Mon 9/17/07 8 -4 Excavate / Install SD @ Park 15 days Wed 9/19/07 9 -4 Install 12" HDPE Fused 7 days Mon 9/24/07 10 -4 Prepare Driveway @ 2415 Park 4 days Tue 10/2/07 11 -4 Pour Driveway @ 2415 Park 2 days Fri 1015/07 12 -4 Pave @ BV & Park 5 days Mon 10/8/07 13 -4 Landscape Repair @ Park 7 days Mon 9/24/07 14 -4 Landscape Repair @ BV 7 days Mon 10/1/07 15 -4 Clean - up 7 days Thu 10/11/07 Project: N 26th St - Park PI N Storm Sy Task Progress Summary External Tasks Deadline Date: Tue 9/11/07 Split Milestone ♦ Project Summary External Milestone Page 1 it R I - 3 l AA-P-P-i L coN 7,z OL - 14�19r,,�J, _ I 0{2 CITY OF RENTON TRANSPORTATION SYSTEMS —TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: I��e�RT4�tv7ES� 1A�F�.4S: �2JaC-T�c��E APPL. DATE: ADDRESS: v3'3 23't' s PERMIT #: t,✓A- g 0 3 ? Z PHONE -S'foa _ CONSTRUCTION SUPERINTENDENT: V�o (yAA MOB./CEL J: (2 SJ 2,& L - D (o0-2 PROJECT NAME: 6 2.6�5: /?A4v--?L_ Al S-D S�Fr'1 ?2,. .FAX ,�: (zs40 3) 8-syoo PROJECT LOCATION: 2-(o ct% -+- � P� N/E/S/N OF: WORK TTM7E: B =00 C*v--. - H :30 APPROVED BY: J u 1-4 WORK DATE: Te tX-s ►-� +- � APPROVAL DATE: Q L} - 24 - 0 -7 - I N �U GS v K-t!!5- NOTES: IrWORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL 811 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WTTBIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO ?PORK. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF RAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: X ►s o pk-xf-� V-00 3 SKETCH —NORTH— t tit pc� � .: t 8.J � 5 �� ��.�. � C9w �•-S w � mot_ 8 � � PJUZVS tA) t�-S R_ - I have been informed of my responsibilities for traffic control and agree to comply with all traffic regulations of the City of Renton. S: T(r N A'i'T I E;? T+ TlAT 076C£ COPY T— CONTRACTOR DEV. SERM INSPECTION K. )aTIwCK/ I POUC£ KATIE McCUNCY �w X. wlt1 242•.. I, _ G L-kZ7 1 S } A O & k"" representing IIOQ71U,,;�IM E -Alt — � agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: C LA -'a- T- t S - i�fJ A,.AA D.O.B.: 0L\.- t-? - t R (nC-:> HOME ADDRESS: l b 3> Ll I SE tAPq YAt_c,F-Y ,ice 2E-A4-vow L wN q Sos9 WORK ADDRESS: _ l 3 3 Z3 S-2F� 2 WORK PHONE:_2 53 SL-,0 --57Li 00 HOME PHONE: ti z s ? 3 L Srt (04 COLOR EYES:Rik WEIGHT: \,q O I HEIGHT: _ COLOR HAIR:mod WASHINGTON STATE DRIVERS LICENSE NUMBER:. �— C;� 3L18-t? CATraffic Operations\Tcaffic Control Plankcpfc=1.&x Project: N 26-' Street / Park Place N Storm Drain Project Renton, Washington Contractor: Northwest Infrastructure, Inc. 133 23' Street SE Puyallup, WA 98372 Submittal BI-3 Traffic Control Plan Supplier: Northwest Infrastructure, Inc. 133 23"dStreet SE Puyallup, WA 98372 Neither phase of this project is in a major or minor traffic thoroughfare. Incidental traffic control at the Belle Vista Apartments will be accomplished by placing Road Construction Ahead signs at least one hundred feet of each end of the work area. The work area will be marked off by orange safety cones. Special attention will be paid to incoming and outgoing pedestrian foot traffic. Residents will be assisted with access to and from their homes. Any open trenches within the right of way will be plated during off hours. A flagman will be available if needed. Traffic control above on Park Place N will be accomplished by placing one Road Construction Ahead at the beginning of the road as you enter from the intersection of N26th Street. Also a Caution sign will be placed at the mouth of the flag lot access road between 2515 & 2507 Park PL N. The work area will be marked off by orange safety cones. Any open trenches within the right of way will be plated during off hours. Special attention will be paid to incoming and outgoing residential traffic. A flagman will be available if needed. The attached drawing illustrates signage. j Q ! CU I t 26th St NO TRUCK HAULING ALL O ED O N 26th Q� canter Q G �w Project Location Belle Vista Apts N 26th ST / PARK PL N STORM SYSTEM PROJECT 0' 100' i i N Scale: 1" = 100' City of Renton Surface Water Utility D. Carey 6/05 END G20-2A ROAD IIORR \fin. O W20-1 CHANNELIZING DEVICE SPACING (FEET) (EXCEPT FOR FLAGGING REOUIRENENTS) MPH TAPER TANGENT 50/65 40 80 35/45 30 60 25/30 20 40 USE THIS SIGN IF NO FLAGGERS ARE ON DUTY. LEGEND C1 SIGN LOCATION - TRIPOD MOUNT 0 o O TEMPORARY TRAFFIC CONTROL DEVICES FLAGGING STATION PROTECTIVE VEHICLE (WHEN SPECIFIED IN CONTRACT) ---- EXISTING STOP BAR SIGN SPACING = X (FEET) Rural Roads 45/55 MPH 500'+- Urban Arterlols 6 35/40 MPH 350'•- Rural Roods RuralRoods Urban Streets 25/30 MPH 200'.- Residenttdl Areas A Business D1 tri t AN elOne ere NoCk on Orenge unless otherwise designated. — OPTIONAL IF 40 MPH OR LESS W20-7A v �i FOR PILOT CAR OPERATIONS THE FOLLOWING SIGNS SHALL BE REOUIRED TO SUPPLEMENT THE SIGNS SHOWN ON THIS PLAN. SP-1 G20-4 20' X 16" 36" X 18" 4' C R/W PILOT CAR $TOP FOLLOW ME WA! T FOR (ON PILOT CAR) PILOT CAR (FOR ROAD APPROACHES AS NEEDED) W20-1 NOTES 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. SIGN SEOUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL ON THE HIGHWAY. 4. RADIO COMMUNICATION RECOMMENDED BETWEEN FLAGGERS. REOUIRED IF FLAGGERS DO NOT HAVE CLEAR VISION OF EACH OTHER. BUFFER DATA BUFFER SPACE - B SPEED IMPHI 25 30 3S 40 45 'SO SS LENGTH Ifeet> SS 1 05 1 f20 1 170 220 280 1 335 PROTECTIVE VEHICLE ROLL AHEAD DISTANCE • R VEHICLE TYPICAL VEHICLE POSTED STATIONARY TYPE LOADED WEIGHT SPEED OPERATION (LOS) /mph) (feet) 4 YARD 24.000 SO -SS 75 DUMP TRUCK 45 5o 2 TON ARGO TRUCK 15.000 50-55 100 4 T 1 TONtRUCR SO-55 ISO ARGO IO 000 45 roo ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. A. �4�, I OfSTt� sf/ONAL goo ALTERNATING ONE-WAY TRAFFIC FLAGGER CONTROLLED OR PILOT CAR CONTROLLED STANDARD PLAN K-3 SHEET 1 OF 1 SHEET ADOPTED 1tY p CITY OF RENTON STANDARD PLANS .'gM.•.•w.w m1•pwMAws lwMa.n � ..l LAST DATE: 12/20/2002 SP PAGE K003 IN WATER WORKS,INC Storm, Sanitary, Water, Service, Pump, Specialty SILT FENCE MATERIAL PERMEATEX 2200S 3', 4', & V pi-11�LfCaf7 ' :,°* `>�s�llT-' " = ��y•�_ Atzufi.z J .Y ,'�115'IirBlti�s Grab Tensile Lbs ASTM 04595 180 Grab Elongation % ASTM D4632W 15 Puncture Strength^ Lbs ASTM D4833 Lbs _ ASTM D4533 80 70 Trapezoidal Tear Mullen Burst psi ASTM D3786 305 A.O S U.S. Sieve ASTM D4751 50 Water Permittivity sec ASTM 04491 .07 U.V. Resistance (500 Hours) % ASTM 04355 90 Note: Minimum average roll values are based on a 95% confidence level. PermeaTex Geolextile Products are manufactured by various manufacturers for distribution by Northwest Linings. nneaTex Is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Lir ings i% stricLy prohibited. The information and data contained herein are believed to be accurate and reliable. North est Linings makes no warranty of any kind and accepts no responsibility for the results obtained through a plication of this information. Trident Water Works, Inc. 2203 Inter Avenue, Suite A, Puyallup, WA 98372 Phone (253) 848.9337 Fax (253) 8481113 HT., . �YTER11OiKS, INC. SiaoLISAkirt;Weter, Service, Pump, Specialty 2208. Inter- Avenue, Suite A . e Puyallup, WA 9B372 253.848,9337 exttr229 •.fax; 253,848,1113 PermeaTexT" Welded Wire Mesh All wire has been welded together and will meet the following specifications. Wire Thickness 14 gauge Mesh Size Roll Size I 2° x 4" 3' x 100' Roil Weight 48 Ibs l Wire Hot flipped Galvanized PemieaTex^' Is a trade name of Northwest Linings and any use of this name without the express written oonsent of Northwest L!nings is strictly prohibited. The information and data contained herein are believed to be accurate and reliable. Northwest Linings makes no warranty of any kind. Northwest Linings accepts no responsibility or liability for the results obtained through application of this Information, OU , WATER= WE, INC. Storm, Saeitary, Water,:Ser*C 11pmp, Specialty 2203 Inter Avenue, Suite A . *-9uyollo, WA 96372 253.848.9337 ext 229 • fax: 253:848.1113- PermeaTex"I Metal T Posts All posts have angled studs to help hold the fence against the post. Color Material Height Post Weight Green with White Top, rust resistant Rolled Steel & Galvanized 441 925 lb / foot bk/ 07 - pernneaTex-," is a trade name of Northwest Linings and any use of this name without the express wrhten consent of orthwest Linings Is strictiy prohibited, The information and data contained hereln are believed to be accurate and reliable. Northwest Linings makes no v rrarty of any kind. Northwest Linings accepts no responsibility or liability for the results obtained through application of this Information. 1 insulmastic e°;„, Specifications and Installation Instructions for Sidement Filtration Bag; D e " p � GCFBISSS FBtration Bag GC!!B24ss FJtratioo Bag GC W622 FiltrAtioa Bag ""Custom sizes are Available" Product Specs: Non -Woven Geotextile Plastic Fabric Mullen Bart ASTMD37M 400PSi Grab TenAk Strtagth ASI?,tD4632 200 LBS Puncture Strength ASThLb4&i3 I-M LBS Trap Tom ASTMM4S33 15 LBS Water Flow hate ASTNCD4491 t10GPM FTsq Our `Dream Stream" Mwadon bags are designed to filter storm water at its source, on the streets and roads, thereby helping to keep our streams and lakes cleaner. Additional Filters are available to collect petroleum products and other pollutants, Our instailation is an easy process where the grate is lifted allowing for the insertion of the filtration bag. Our bag has four eyelets, one on each side of trap facing the parallel side of the catch basin Nylon straps are supplied to suspend the bag from the Motes in the grate. Norrnally a distance of 6-ID inches below the grate will suffice. Each flap is then extended out past -the edge of the grate to direct liquids to the center of the Filtration Bag, and the grate is, put back al in place with it being suspended by the supplied nylon ties. For removand cleaning or replacing, the bag has sewn into the end flaps, a loop for allowing rebar or similar items to be used for lifting the bag. Once bag is supported by lifting the Tebar, the nylon supports are to be cut and the bag emptied or replaced. Replacing the bag would require above procedure in reverse. BE- -� Project: N 26 h Street / Park Place N Storm Drain Project Renton, Washington Contractor: Northwest Infrastructure, Inc. 133 23'd Street SE Puyallup, WA 98372 Submittal BI-5 Trench Safety Systems Supplier: Northwest Infrastructure, Inc. 133 23' Street SE Puyallup, WA 98372 United Rentals Trench Safety 7135 81 Avenue S Seattle, WA 98101 Trench safety will be observed per OSHA & WICHA standards and specifications. Hydraulic shoring will be implemented as needed using tools and devices as described in the following documents r1 SHORE ]PIONEERING TRENCH SAFETY SPEED SHORE TABULATED DATA. VERTICAL SHORES January 1, 199S COPYRIOH-r. U.S.A. SPEED SHORE CORPORATION, 1993 7002 Easduvm P.O. Box 262391. HoulUc0 Tow 77207 (713) 943.0750 U.S.A. ToU FRot (600) 2314663 Fax (713) 943.8493 OWN 39Vd ZS-8 99Z0L9L90Z GE :bi LOOZ/0T/60 EXCAVATION ]PROCEDURES MAY BE VERY DANGEROUS. • A TRAINED COMPETENT PERSON SHALL: SUPERVISE ALL EXCAVATION OPERATIONS; ENSURE THAT ALL PERSONNEL ARE WORkMG IN SAFE CONDITIONS; AND HAVE THOROUGH KNOWLEDGE OF THIS TABULATED DATA. THE COMPETENT" PERSON SHALL RAVE THE AUTHORITY TO STOP WORT{ WHEN IT IS UNSAFE FOR WORKERS TO ENTER AN EXCAVATION. • ALL PERSONNEL SHALL BE TRAINED IN CORRECT EXCAVATION PROCEDURES, PROPER USE OF THE PROTECTIVE SYSTEM AND ALL SAFETY PRECAUTIONS. • EXCAVATIONS AND PROTECTIVE SYSTEMS SHALL BE INSPECTED A MIriIIMUM OF ONCE EACH WORKING DAY AND WBENEVER THERE IS A CHANGE OF SOIL, WATER OR OTHER JOB SITE CONDI PIONS. ® ALL LDq NG AND PULLING EQUIPMENT, INCLUDING CABLES, SLINGS, CHAINS, SHACKLES AND SAFETY HOOKS SHALL BE EVALUATED FOR SUITABILITY AND CAPACITY, AND SHALL BE INSPECTED FOR DAMAGE OR DEFECTS PRIOR TO USE. ® ALL INSTALLATION AND REMOVAL OF SHORING AND SHIELDING SHALL BE FROM ABOVE GROUND ONLY. ® DO NOT ALLOW PERSONNEL TO ENTER AN EXCAVATION THAT IS NOT PROPERLY SHORED, SHIELDED OR SLOPED. ® PERSONNEL S"LL ALWAYS WORK WITHIN THE SHORING AND SHIM DING. PERSONNEL SHALL NOT STAND ON THE EDGE OF AN UINSHORED EXCAVATION. ®ALL PERSONNEL SHALL ENTER AND EXIT EXCAVATIONS ONLY WITHIN SHIELDED OR SHORED AREAS. TTIlS SPEED SHORE TABULATED DATA IS A GENERAL SET OF GUIDELINES ANDI TABLES TO ASSIST THE. COMPETENT PERSON IN SELECTING A SAFETY SYSTEM AND THE PROPER SHORING OR SHIELDING EQUIPMENT, THE COMPETENT PERSON HAS SOLE RESPONSIBILITY FOR JOB SITE SAFETY AND THE PROPER SELECTION AND D49TALLATION AND piEMOVAL OF TM SE-lOI-iNO OR SHMLLDD40 BQUWNWNT. THIS TABULATED DATA IS NOT INTENDED TO BE USED AS A JOB SPECIFIC EXCAVATION SAFETY PLAN, BUT SHALL BE USED BY TIME COMPETENT PERSON TO SUPPLEMENT HIS TRAINING, WS EXPEKIENCE AND HIS KNOWLEDGE OF THE JOB CONDITIONS AND SOIL TYPE. January !. 199s OT/60 39dd Zs-8 99Z0L9L90Z 66:VT LOOZ/OT/60 January 1. 1995 VERTIC4L SHORES Pagt l of 7 SPEED SHORE TABULATED DATA 1.0 SCOPE 1.1 Speed Shore's Tabulated Data complies with the O.S.H.A. standards as stated is the Coda of Fcdcral Regulations 29, Part 1926, Subpart P - Excavations, Section 19Z6.652(cl(Z). Ttiis data shall only be used by the contractor's competent person in the seleetioa of spacing, size of cylinders and sheeting raptiremms for Speed Short Vertical Shores. The compdent person shall be experienced and knowledgeable in trenching and excavation procedures, soil identification and in the use of Speed Shorc Vc tical Shores. 1.2 All personnel involved in the installation, removal and use of Vertical Shores shall be vaiaod in their use and advised of appropriate safety procedures. All operating instructions trust be followed 1.3 Tables VS-1, VS-2 and VS-3 are based upon requimments stated in CFR 29, Part 1926 and applicable portions of CFR 29, Part 1910. The comlpdew person shall lmow and understand the requirements of those parts before using this data. 1.4 Whenever there a is variance between M Tabulated Data and CFR 29, Part 1926. Subpart P - Excavations, this Tabulated Data shall take precedence, whenever a topic or subject is not contained in this Tabulated Data, the compueur person shall refer to CFR 29, Part 1926, Subpart P - Excavations. 1.5 This data refers to the Code of Federal Regulations. 29. Parts 1910 and 1926. In states that have their own state O.S.H. A. refer to similar tegulations in the current construction rules publisbdd by the state office of Occupational Safety and Health. 1.6 Tables VS-1, VS-2 and VS-3 shall be used only in typical excavations with soil conditions as noted. Tables VS-1. VS-2 and VS-3 are for depths to 23 feet. For other soil and excavaton conditions and depths, site -specific angincered designs arc required. Contact Speed Shore Corporation for assistance. 11 This Tabulated Data is applicable for standard products manufactured exclusively by Speed Shore Corporation and may only be used with Speed Shore manufactured products. Any modification or repair of Sped Shore products not specifically authorized by Sped Shore Corporation voids this data. 2.0 DEFINMONS (RE: CFR 29, Part 1926.32 Dernitions) - RESTATED FOR EMPHASIS 2.1 1926.32 (f) "eonr dent person" means one who is capable of identifying existing and predictable hazards in the surroundings of working conditions which are unsanitary. hazardous or dangerous to employees; and who has authorization to lake prompt corrective measures to eliminate them. 2.2 1926.32 (p) -Shall- means mandatory. 1.3 1926.32 (q) *Should' means reconurtandad_ 3.0 SOIL CLASSIFICATIONS 3.1 In order to use the data presented in Tables VS-1 and VS-2, the soil type, or types, in which the excavation is cut shall first be determined by the compaeW person according to the O.S.H.A. soil classifications as set forth in CFR 29. Part 1926; 5ubpan P, Appendix A. COPYRIGHT. U.S.A, SPEED SHORE CORPORATION, M 01/00 39tld ZS-8 99Z0L9L90Z 66:bT L00Z/0T/60 January 1. 1995 VERTICAL SHORES Page 2 of 7 3.2 Table VS-3 is for Vertical Shore use in 'Type C-60 soil (see 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil of a moist douse granular Soil which does not fit into Type A or Type B classifications, and is cot flowing or submerged. This material can be art with near vertical sidntralls and will Stand unsupported long eaough to allow the Vertical Shores to be properly installed. The cawpdent person must monitor the excavation for signs of deterioration of the Soil as indicated by, but not limited to, fiftly seeping water or flowing soil entering the excavation around or below the Sheeting. An alternate design for less stable Type C soil will be required where there is evidence of deterioration. 4.0 PRESENTATION OF INFORMATION 4.1 Icformation is presented in tabulm form in Tables VS-1, VS-2 and VS-3. F-ach table presents the maximum vertical and horizontal spacing that may be used with Vertical Shores for the indicated soil type. Table VS-1 if for O.S.H.A. Type A Soil, Table VS-2 is for O.S.H.A. Typo B Soil and Table VS-3 is for Vortical Short use in Type C-6o Sou (6ae 3.3 for deanitlon). 4.2 Tables VS-1, VS-2 and VS-3 are not considered adequate when loads imposed by structures or by stored material 4aoem to the trench weigh in carcass of the bad imposed by 3 feet of sod uucharge. The team "4acentr as used here means the area within a horizontal distaooc from the edge of the ueacb equal to the deptb of the tmacb. 4.3 Using the appropriate table, the cooWdent parson selacts the horizontal spacing of the vertical shores and the sheeting required, if any. The S4 oWoa is based on the depth and width of the trench in varying tail con4tions. IQ these tables, the vertical spacing of the cyGndrrs is bt:id constant u a maximum of 4 feet on center. The horizontal Spacing of the hydraulic cylinders is the same as the horizontal spacing of the vertical rails. 5.0 BASIS AND 'LiMTfATIONS OF THE DATA 5.1 Sheeting is used only to prevent local raveling or bloughing of the trench face between the Vertical Shores. Sheeting shall be one of the following or an approved equal: Aluminum' Speed Shore's Aluminum Sheeting Simi: 0.5 iocb or thicker Steel Plate Plywood; 314 inch Finn Form 314 inch Otani Form 3/4 inch Combi tenor Plywood 3/4 inch Plyform Alatetieall Plywood Association, Plyform, B - B, Class I Exterior 314 1-6 MO Amor;ean Plywood ArFpcfutioq Iri6to Density 0�vsUy. Exterior 3/4 inch 14 Ply Ariic White Birch 1 1/8 inch CDX Two sheets of 3/4 imb thick CDX Plywood 5.2 When sheeting is used, it shall g.=nd to the top of the excavation and to within 2 feet of the bottom of the excavation, except in Table VS-3 for excavation deptlis 0 -25 feet, where the sheeting shall extend to the bottom of the excavation. If threes is as indication of a possible loss of roil from behind or below (be Support system, shutting must extend to the bottom of the excavation, 5.3 All spaeiags indicated are measured from center to center of the members. 5A The center line of the top hydraulic cylinder shall be o nunimum of 12 inches and a maximum of 24 inches below the top of the excavation. COPYRIGHT, U.S.A., SPEED SHORE OOMRATION, 1995 01/90 39tid ZS-9 99ZOL9L90Z 6£:b1 L00Z/0i/60 January 1, 1995 VERTICAL SHORES Page 3 of 7 5.5 The center line of the bottom hydraulic cylinder shall be a maximum of 4 feet above the bottom of the excavation, 5.6 In excavations 6 feet deep or less, only 1 hydraulic cylinder (Single Shore) is requited in each vertical plane. The cylinder shall be no more than 4 feet above ute bottom of the excavation, and no more than 2 foci below the top of the excavation, in excavations 6 feet to 10 feet deep there shall be a atinintum of 2 hydraulic cylinders is each vertical plane. The horizontal spacing sbali be as shown in the tables. 5.7 The vertical rails directly behind each hydraulic cylinder pad must bear on firm soil or a solid and stable filler to distribute the cylinder load to the face of the excavation. N not butt rails back to back across as excavation. 5.8 Two single shores tray be substituted for a Vertical Short. 5.9 The aluminum rails are designed to be used vertically, however they may be orientated horizontally or diagonally if all other provisions of this data are satisfied. 5.10 The maximum vertical spacing between center lines of hydraulic cylinders shall be 4 fat. 5.11 The fam of the excavation must be cut near vertical and straight 5.12 There shall be a minimum of 3 consecutive shores in a row, at the horizontal spacing indicated (or )ess), to form a shoring system. In trenches over 12 feet deep, and whenever possible. a minimum of 4 shorts should be used. For excavations that are too short to place 3 or 4 shores at the required spacing, the shores shall be placed at the required spacing from end in end of the excavation with a minimum of 2 shores. There shall be a short within 2 text of each end of the excavation. 5.13 The ends of trenches shall be shored or sloped in accordance with Appendix 8 of CFR 29, Part 1926 Subpart P - Excavations. 5.14 No vertical or lateral loads shall be applied to the hydraulic cylinders. 5.15 Water flowing into an excavation, from either above or below ground, will cause a decrease in the stability of the soil. Therefore, the competent pasoa shall take action to prevent water from entering We 0=Vadoo and promptly remove any water that accumulates in the excavation. Closer monitoring of the soil is required under wet conditions, particularly in the Icss cohesive (weaker) soil conditions. A small amount of water, or flowing conditions, may downgrade the soil classification to a less stable classification A large amount of water, or flowing conditions, may downgrade all soils to O.S.H.A,Type C. Speed Shore shoring and shielding systems may be used safely in wet conditions when the excavation is monitored by the competent person. Example: When repairing a leak in utility lines, it is often difficult or wen impossible to keep water out of the excavation. 5.16 If shores are installed ou the seam between 2 adjacent sheets of plywood, each plywood sheet shall bear a minirttum of 4 inches on each vertical rail. 5.17 Tables V5-1, VS-2 and VS-3 shall be used only for selecting the spacings and excavation depths for Single Shores. Vertical Shores, and Multi -Shores, Normally, a Single Shore has 1 hydraulic cylinder, a Vertical Shore has 2 hydraulic cylindare and Multi-Sboroa hAvs 3 or soo v hydraulic crl:nJc,e. All duao typ=, rosy by u:W hind tray bo tWxw if the provisions of this Tabulated Data are followed. COPYRIGHT. U.S.A. SPEED SHORE CORPORATION, 1995 01/90 39Vd Z9-8 SKOL9L90Z 6E:bT L00Z/01/60 )anuary 1, 1995 VERVC44 SHORES' Page 4 of 7 6.0 INSPECTION 6.1 The compdent person must wWuate the soils to assure the rated capacity of the Vertic W Shores is not exceeded by the lateral prtssuro of the soil. Soils shall be evaluated in accordance with Part 3.0, 6.2 The conWdad person shall monitor a!1 phases of the assembly, installation and use of this product to evaluate and cUut sate any methods which could eadaogcr employees utalizirtg this product. 6.3 Daily UupecUons of the Vertical Sbota and accessories must be performed by the compaceAr Perron and d4ciandes corrected. 6.4 Laspoctions abnll bo ooaduetad as aoom-y for lsaxardc associated with: water accumulation, changing coil oo"tiotss or chaa &g site weather conditions. COPYWORT. U.S.A., SPEED SHORE CORPORATION, 1995 0T/L9 39Cd ZS-8 S9Z0L9L90Z 6E:bT L00Z/0T/60 January 1, 1995 VERTICAL SHORES Page 5 of? 7.0 EXAMPLE TO ILLUSTRATE THE USE OF TABLES VS-1, VS-2 AND VS-3: Problem: Design a trench safety system using Speed Shore Vertical Shores for an excavation 8 feet deep and 4 feet wide in O.S.H.A, Type B soil. Study tables: Select Tablo VS-2 for Type B soil. Look- in the column "Depth of Excavation, on line 0 to 15 feet. Next, mad across and find tinder "Hydraulic Minders". "Maximum Horizontal Spacing' at 8 feet and 'Maximum Vertical Spacing" at 4 feet. Nett, locate the bydraulic cylinder size under "Width of Excavation", 0 to 8 fat":.2 inch diameter. Finally, under'Sheeting', Now 2 and 3 apply. Conclusion: Install Speed Shore Vertical Shores with 2 inch diameter cylindws al 8 feet intervals with or without plywood sheeting, depending upon the compdew perwn'a judgement of the raveling or sloughing of the excavation face (See Notes 2 and 3). TABLE VS-1 TYPE "A" SOIL Depth of Excavation FEET HYDRAULIC CYLINDERS Shcetiug (Note 3) Maximum Horizontal Spacing FfErj Maximum Veructl Spacing (Note 6) FART Width of Excavation FEET 0 to 8 810 12 12 10 15 0 to 15 8 4 2" dig. 2' dia. 2' Ilia. (Nds l)(Note 1 0 to 25 8 4 2' dia. 2" dia. (Now 1) 2" dia. (Now 1) 1 (Note 2) TABLE VS-2 TYPE "B" SOIL Depth of Excavation FEET HYDRAULIC CYLINDERS St�ecUug (Note 3) Maximum Horizontal S acin r er) Maximum Vertical Spacing (Note 6) FEET Width of Excavation FEET 0 to 8 8 to 12 12 to 15 0 to 15 8 4 2" dia. Y dia. 2' dia. ow tTote 2 0 to 20 6 4 2" dia, 2" dia. ow I 2' dia. ae I(Note 2 0 to 25 5 4 2" dia. 2" die.(Nou 1) 2' dia.(NuwI) (Note 7) TABLE VS-3 TYPE "C- 0" SOIL (See 3.3 for definition of C-60 Soil) Depth Of Excavatiou FEET HYDRAULIC CYLINDERS Sheeting (Note 4) Maximum Horiza4tal Spacing I:F= Maximum Vertical Spacing (Note 6) FEET Width of Excavation FEET 0 to 8 8 to 12 12 to 15 0 to 10 6 ole s 4 2' dia. 2" dia. 2" dia. ae 1 (Note 2) 0 to 20 4 4 2' dia. 2" dia. (Neu t)rE otc 7 0 to 25 4 4 2" dia. 1�� NIA Mote 7) coryRicin, u.S.A, SPEED SHORE CO► FORATION, IM 01/80 39dd Z5-8 99ZOL9L90Z 6E:bi L00Z/01/60 January 1, 1.995 VERTICAL SHORES Page 6 of 7 NOTES TO TABLES VS-1, VS-2 and VS-3 (1) Two inch diameter cyliudcrs shall have a strudural steel tube oversleeve 3.5 x 3.5 x 0.1875 inches extension (installed over the aluminum ovcrslmtvc extension) or a sled tube oversleeve 3 x 3 x 0.187.5 inch noxweislou (installed without the altuninurn oversleeve.) that erdends dte Intl retracted length of the cylinder. CAUTION: In either crse, the aluminum load transfer plug and the aluminum ituherslawe Shall be used or a stacl load transfer plug shall be welded securely in place inside the steel oversleeve to Uansfet the load through the steel avers1cove to tho sock,:[ pad, Other Sped Shore ;tpproved ovarsloeves may be used. (2) The bottom of the sleeting shall extend within 2 feet etofs semi ttom O dAextend to the . If ttttae is of the to lithe son of a poisible loss of, soil froru behind or below the suppo sy g (3) Four feet. wide sheeting is required at each Vertical Shore if raveling or sloughing of ttt< excavation face appears likely to occur. (4) Four feet wide shwUng shall be used. (5) Men 4 feet horizontal spacing is excuedcd, the open spaces between the sheeting must be moriAored for sloughing and raveling of the excavation face. (6) The bottotu hydraulic cylinder shall be R ntaximtan of 4 feet above the bottohn of the cxcsvetioa (7) Sheeting shall extend to the bottom of the excavation. COPYR1011'r, U.S.A., SPEED SttORE CORPORA110N,19% 01/60 39Vd ZS-8 S9ZOL9L90Z 6E:V1 L00Z/BT/60 January 1 1995 PERTIUL SHORES Pap 7 of 7 EXAKPLES OF TYPICAL. INSTALLATION . FlG.I WITH SHEETING Hydnmik c"flaw FIG. 3 STACKED FIG. Z WTI'HOVI' SHEEMG V COPYIUGHT, U.S.A., SPEED SHORE CORPORATION, 1"J 01/01 39Gd . Zs-9 59ZOL9L90Z 6E:171 L00Z/0T/60 Received .Fax •: Seo. 10 2007 3: 4PM-" ` FaX--Station : s' 'NW I. ' `• 0 2 09/10/2007 14:33 2067670265 B-52 PAGE 02/09 SPEED SHORE MANUFACTURER'S TABULATED DATA "DW" MODELS STEEL TRENCH SHIELDS August 4, 2004 3330 S. SA.M HOUSTON PKWY G, HOUSTON, TEXAS 77047 Tel: (71.3) 943-0750 U.S.A. Toll Free: (800) 211-6662 Fax: (713) 943-8483 COPYRIGHT. U.S.n,. SPMT) SHORE CORPORATION, 200. eceived.Fax " ':SeD 10 2007`3:14PM-' a `sfa ion i`•' NW I` 3 09/10/2007 14:33 2067670265 B-52 PAGE 03/09 AUAtict� 20(?4 TRENCH SHII,1,pS — "DW"yIOQFi S Pa9e 2 of 8 EXCAVATION PROCEDURES MAY BE VERY DANGEROUS • A TRAINED COMPETRNT .PERSON SHALL: SUPERVISE ALL EXCAVATION OPERATIONS, ENSURE THAT ALL PERSONNEL ARE WORKING IN SAFE CONDITIONS, AND HAVE THOROUGH KNOWLEDGE OF THIS TABULATED DATA. THE COMPETENT PERSON SHALL HAVE THE AUTHORITY TO STOP WORK WHEN IT IS UNSAFE FOR WORKrRS TO ENTER AN EXCAVATION. • ALL PERSONNEL SHALL BE TRAINED IN CORRECT EXCAVATION PROCEDURES, PROPER USE OF THE PROTECTIVE SYSTEM, AND ALL SAFETY PRECAUTIONS. • EXCAVATIONS AND PROTECTIVE SYSTEMS SHALL BE INSPECTED AT LEAST DAILY AND WHENEVER THERE IS A CHANGE OF SOIL„ WATER OR OTHER JOB SITE CONDITIONS. • ALL LIFTING AND PULLING EQUIPMENT, INCLUDING CABLES, SLINGS, CHAINS, SHACKLES AND SAFETY HOOKS SHALL BE EVALUATED FOR SUITABILITY AND CAPACITY, AND SMALL RE INSPECTED FOR DAMAGE OR DEFECTS PRIOR TO USE. • ALI., INSTALLATION AND REMOVAL OF SHORING AND SHIELDING SHALL BE FROM ABOVE GROUND ONLY. • DO NOT ALLOW PERSONNEL TO ENTER AN EXCAVATION THAT IS NOT PROPERLY SHORED, SN- ..IELDED OR SLOPED. PERSONNEL SHALL ALWAYS WORK WITHIN THE SHORING AND SHIELDING. PERSONNEI. SHALL NOT STAND ON THE EDGE OF AN UNSHORED .EXCAVATION. ALL PERSONNEL SHALL ENTER AND EXIT EXCAVATIONS ONLY WITHIN $IfIF.LDED OR SHORED AREAS. SP..T�ET) 9I40RE'S "MANUFACTURER'S TABULATED DATA" IS A GENERAL SET OF GUIDET..INES AND TABLES TO ASSIST THE COMPETENT PERSON IN $PI,PCTTNG A SAFETY SYSTEM AND THE PROPER SHORING OR SI-IIELDING EQUIPMENT. THE COMPL•TLNT PERSON HAS SOLE RESPONSIBILITY FOR J013 SITE SAFETY AND THE PROPER SELECTION AND .INSTALLATION AND REMOVAL OF THE SHORING OR SHIELDING EQUIPMENT. THIS TABULATED DATA IS NOT INTENDED TO BE USED AS A JOB SPECIFIC EXCAVATION SAFETY PLAN, BUT SHALL BE USED BY THE COMPETENT PERSON TO SUPPLEMENT HIS TRAINING, FITS EXPERIENCF AND HIS KNOWLEDGE OF THE JOB CONDITIONS AND SOIL TYPE. COPYRIGHT, U.S.A. SPEED SHORE- CORPORATION, 2004 Rece=ived'Fak•:' . SeD:10 200T3:•14Pi9 • Fax.Stat.ibri NWI Q.. 4 09/10/2007 14:33 2067670265 B-52 PAGE 04/09 August 4. 2004 I ZE�H SHIELDS — "DW" MODELS _ _P_W 3-0 r 8 SPEED SHORE TABULATED DATA 1.0 SCOPE 1.1 Speed Shore's Tabulated Data complies with the O.S.H.A. standards as stated in the Code of .Federal Regulations 29, Part 1.926. Subpart P - Excavations, Section 1926.652(c)(2), This data shall only be used by the contractor's competent person in the selection of Speed Shore Trench Shields. The competent person shall be experienced and knowledgeable in trenching and excavation procedures, coil identification and in the use of Speed Shore Trench Shields. 1.2 All personnel involved in the installation, removal and use of Trench Shields shall be trained in their uRe and advised of appropriate safety procedures. 1.3 Tnhles TS-1 and TS-2 arc based upon requirements Rtated in CFR 29, Part 1926 and applicable portions of CPR 29, Part 1910. The competent person shall know and understand the requirements of those parts before using this data. 1.4 Whenever there is a variance between this Tabulated Data and CFR 29, Part 1926, Subpart P - Excavitions, this Tabulated Data shall take precedence. Whenever a topic or subject is not contained in this'Cahulated Data, the eompetentperson shall refer to CFR 29, Pert 1926, Subpart P - Excavations. 1.5 This data refers to the Code of Federal Regulations. 29. Paris 1910 and 1926. in states that have their own state O.S.H.A. refer to similar regulations in the current construction rules published by the state office of Occupational Health and Safcty. 1.6 Tables TS-1 and TS-2 shall be used only in excavations with soil conditions as noted. For other soil and excavation conditions and depths, site -specific engineered designs are required. Contact Speed Shore Corporation for assistance. 1.7 This Tabulated .bate. is applicable for standard products manufactured exclusively by Speed Shore and may only be used with Spccd Shore manufactured products. Any modification of Speed Shore product-, not speeiflcolly aathorizcd by Speed Shore Corporation voids this data. 2.0 DEFiNITiO.NS (RE: CFR 29, Part 1926.32 Denniitlons) - RrSTATETI FOR EMPHASIS 2.1 1926.32 (F) "competent person" means one who is capable of identifying existing and predictable haZartts in the surroundings or working conditions which are unsanitary, hazardous or dangerous to employees: and who has authorization to take prompt corrective measures to eliminate them. 2.2 1926.32 (p) "Shall" means mandatory. 3.0 SOIL, Ci.ASSiMCATIONg 3.1 in ordcr to use the data presented in Tables TS-1 and TS-2 the soil type, or types, in which the excavation is cut shall first be determined by the comperenr Person according to the O.S.H.A. soil classifications as set forth in CFR 29, Part 1926. Subpart P, Appendix A. 3.2 Tables TS- I. and TS-2 are also for use in Type C-00 soil (sec 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil or a moist dense granular soil which does not tit into Type A or Type R classifications, and is not flowing or submerged. This material can be cut with near vertical sidewalls and will stand unsupported long enough to allow the shields to be properly installed. The competent person must monitor the excavation for signs of deterioration of the soil as indicated by, but not limited to, freely seeping writer or flowing soil entering the excavation around or below the Trench Shield. An alternate design for less stable Type C soil may be required where there is evidence of deterioration. 3.4 Water flowing into err excavation. from either above or below ground, will cause a decrease in the stability of the soil. Therefore. the competent person shall take action to prevent water (Yom entering tlic excavation and promptly remove any water that accumulates in the excavation. Closcr monitoring ol'the soil is required under wet conditions, particularly in the less cohesive (weaker) soil conditions. A small amount of water, or flowing conditions may downgrade the Soil classification to a less Rtable COPYRIGHT, U.S.A. SPEED SHORF CORPORATION, 2004 ReceiGed Fax • -' ` 'SeD 10 2007 3i14PM'. • Faz'Stat o i- NW1 .5 09/10/2007 14:33 2067670255 B-52 PAGE 05/09 Augut;_t 4 2-04 TRENCH SHIELjU�D'U1_' D> � pgge 4 of 8 classification. A loge ainount of water, or flowing conditions will downgrade all soils to O.S.N.A. Type C. Speed Shore shoring and shielding systems may be used safely in wet conditions when the cxcnvation is monitored by the competent person. Example: Wlicn repairing a leak in utility lines. it iS often difficult or even impossible to keep water out of the excavation, 4.0 PRESGNTATTON OF IN)"O.RMATiON 4,1 information is presented in tabular form in Tables TS-1 and TS-2 for use in O.S.H,A. Type A, 9 and C soils, and for use in Type C-60 soil (see 3.3 for definition). 4.2 Tables TS-1 and TS-2 are not considered adequate when loads imposed by structures or by stored material adjacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge. The term "adjacent" as used here means the area within a horizontal distance Prom the edge of the trench equal to the depth of the trench. 4-1 Using Tnbles'rS-1 and TS-2 and after determining the soil type, the conipetent person determines the maximum depth the Trench Shield may be used. 5.0 ASSEMBLY 5.1 Shields shall be inspected by n enmperentpersnn before and after assembly. 5.2 All damage shall he evaluated and repairs made under the direction of n registered professional engineer. All missing or damaged components shall he replaced with genuine Speed Shore parts. 5.1 All lifting Ind pulling equipment, (including cables, slings. chains, shackles and Safety hooks) used to handle shields or components shall be evaluated for lifting capacity, and inspected for damage or defects, prior to use, by experienced operators and shall meet O.S.H.A, requirements. 5.4 'Ing lines or other approved safety devices shall be utilized to keep employers away from loads handled by lifting equipment, 5.5 Spreader,. arched spreaders, pins with keepers and accessories Shall be in place before using the shields. 5A Standard Spreader Requirements: Diameter B" schedule 80, 20' Maximum Spreader Length 5.7 Two sprenders are required at each end of all shields. Shields with 3 spreader sockets at the front end steal► have spreaders at any 2 of the 3 sockets. 5.R All spreaders shall he singled or doubled pinned at each end, based on number of holes in the .spreader sockets, with 1.5-inch diameter pins furnished by Speed Shore. 5.9 Assembly instructions: 5.9.1 fay first panel on ground, spreader sockets up. 5,9.2 Stand spreaders over sockets and insert pins with keepers. 5,9.3 Lower second panel onto 9prender tubes and insert pins with keepers, 5.9.4 Attach 4-point lifting sling to lifting brackcta. 5.9.5 Stand shield up, attach tag IineS And install into trench properly. 5.10 Tronoh Shields may be imcked utilizing omckine -mookot and appurtvnanoo3 providing tho allowable designed depth rating for each shield is not exceeded in the tables TS-I and TS-2. 6.0 INSPECTiON 0.1 The competent person must cvaluate the soils to assure the rated capacity of the Trench Shields .is not exceeded by the lateral pressurc of the soil. Soils shall be evaluated in accordance with Part 3.0. 6.2 The competent perann vhall monitor all phases of the assembly. installation and use of this product to evaluate and eliminate methods, which could endanger employees utilizing this product. 6.3 Daily inspections of the Trench Shield and accessories must be perfonncd by the competent person and deficiencies corrected. 6.4 inspections shall be conducted as necessary for hazards a.9sociated with: water accumulation, changing soil conditions, or changing site weather conditions• 6.5 Stacked shields shall be monitored to assure that each panel is secured to the one below it. COPYRIGHT, U.S.A. SPEED SHORE. CORPORATION, 2n04 Receiied •Eax Se 10:2007 3i 14PM . •.4. EL .Station,;:;'NWT F 09/10/2007 14:33 2067670265 B-52 PAGE 06/09 Aueust 4`QQ¢ TRENCH. SHiALDS ""DW" MODF.I S Pazc 5 of R 7.0 SAFETY SPECiFICATiONS 7.1 fmpinyccS shall be protceted from loose or falling material. Trench Shields must always be used in a manner that loose or falling soil cannot cuter over the top or through the end of the shield. End plates may be required. Spoil piles must be kept back from the edge of the excavation at least 2 feet. T2 Employee.- Shall not enter or exit shields through unprotected areas and shall remain in shields At all times while working. 7.3 Employees shall not he in or under a shield while it is being lifted or moved. 7.4 Bottom of shields may be A maximum of 2 feet above the bottom of the trench if there are no signs of deterioration of the trench face below or at the end of the shield, 7.5 Use of the spreader system for any purpose other than support for the sidewall panels. or for pulling them forward is prohibited without wtittcn permission from the manufacturer. 7.0 The sides of the excavation should be cut vertical and narrow to prevent lateral movement of the shield. The width of the excavation shall be no wider than the width of tite shield plus 12 inches. 7.7 A Spccd Shore supplied Arch spreader may be used in place of standard spreaders. 7.R Water shall be prevented From entering the excavation and any water that does accumulate in the cxcnvnrion shall be pumped out. 7.9 Contact Speed Shorc for any non -typical use of the Trench Shield. 8.0 EXAMPLE. TO ILLUSTRATE THE USE OF TABLES TS-1 AND TS-2: Problem: A trench is 16 feet deep in soil that has been classified hy the comperenr person to be 0.5.h1.A. Type B. For pipe joint purposes, 20 feet long shields arc required, and stacking 2 identical R feet high shields is desired. Which "Trench Shields may be used? Studying Table TS-1 showy that an 820DW4 is adequate down to 22 feet. Further down the table is an 820bW6, which is adequate down to 31 feet. Studying Table TS-2 shows an 920DW9 is also adequate to 44 feet. Either oFi.hese 3 shields may be used, COPYR101•iT. U.S.A. SPEED S110RE CORPORATION, 2004 09/10/2007 14:33 2067670265 B-52 PAGE 07/09 August 4 2004 TRENCH SHIELD-3 — "DW" jDfiLS Pafre_6_2f—a TABLETS-1 "DW" MODELS DOUBLE SKIN PLATE WALLS MODEL CAPACITY P.S.F. MAXIMUM DEPTH RATING FOR SOFL TYPES FEET VERTICAL PIPE CLEARANCE.. INCHES WCIGIIT APPX. POUNDS A-25 9-35 B-45 C-60 C-80 TS-0408DW4 5.540 50 50 50 50 50 20 2,430 TS-0410DW4 3,510 50 50 50 50 45 20 2,700 1'S-04►,2DW4 2365 50 50 50 40 31 20 3125 TS-041.6DW4 1282 50 37 29 22 17 20 3,910 TS-0420DW4 803 311 23 18 14 11 20 4.595 TS-0424DW4 550 21 .16 13 10 8 20 5.450 TS-060RDW4 4.240 50 50 50 50 1 50 42 3,150 CS-0610DW4 3,392 50 50 50 SO 45 42 3 850 TS-0612DW4 2.353 50 50 50 41 32 42 4,350 TS-0616DW4 1,276 50 37 30 23 )8 42 5 775 TS-0620DW4 889 36 26 21 17 13 42 7 475 TS-0624DW4 609 24 18 15 12 1.0 42 8,950 TS-08081)W4 2,275 50 50 50 41 32 62 3,950 TS-0810DW4 1.820 50 50 43 33 26 62 4,450 TS-0812DW4 1,517 50 45 36 28 22 62 5 290 TS-0816DW4 1.256 50 38 30 24 1.9 62 7.400 TS-0820DW4 899 37 27 22 18 14 62 9,650 TS-0824DW4 615 26 20 16 13 11 62 11.200 TS-1010DW4 1,105 46 35 28 22 18 86 5,950 TS-1012DW4 921 39 29 24 19 1.6 86 6,890 TS-1016DW4 761 33 25 20 16 14 86 9,460 1`5-1020DW4 609 26 20 17 14 12 86 12.700 TS-1024DW4 507 22 17 15 12 1.0 86 15,240 TS-0412DW6 3,890 50 1 50 50 50 50 20 3.550 TS-04.16.DW 6 2,109 SO 50 47 36 27 20 4.500 TS-0420DW6 1,320 50 38 30 23 18 20 5 475 TS-0424DW6 904 35 26 20 16 ) 2 20 6.350 TS-0428DW6 657 25 19 15 12 9 20 7,300 TS-0612DW6 3,814 50 50 50 50 50 42 5,050 TS-061.6DW6 2,068 50 50 47 36 28 42 6 650 TS-0620DW6 1.295 50 38 30 23 18 42 8150 TS-0624.DW6 978 39 29 23 18 14 42 9,875 TS-0628DW6 711 29 21 17 14 11 42 11260 TS-0812DW6 2.649 50 50 50 47 36 65 6,250 TS-08I6.DW6 2.047 50 50 48 37 29 65 8.350 TS-0820DW6 1,282 50 39 31 24 19 65 9,950 TS-0824DW6 980 40 30 24 19 15 65 12.400 TS-08281)W6 804 33 25 20 16 13 65 15.650 TS-101.2DW6 1,629 50 49 40 31 24 86 7,390 TS-1016DW6 1.311 50 40 33 26 20 86 10150 'is-1020DW6 1.049 44 33 1 27 21 17 86 1.21,50 ITS-1024DW6 874 37 28 1 23 18 IS 86 14,500 ITS-1028DW6 749 1 32 1 24 1 20 16 13 1 86 17,200 COPYRKII-IT, U.S.A. SPEED SHORE CORPORATION, 2004 Recefved.'Faz Seo 10 2007 3:14PM _' Fax' -Station. : - NWI b '. 8. 09/10/2007 14:33 2067670265 B-52 PAGE 08/09 Au ust 4 2004 TRENCH SHIELDS, WW" MQD -L pope 7 of 8 TABLE T9-2 "DWI' MODLU DOUBLE SKIN PLATE WALLS MODEL. CAPACITY P.S.F. MAXIMUM DEPTH RATING FOR SOIL TYPE$ FEET VERTICAL PIPE CLEARANCr INCHES WEIGHT APPX. POUN IDS A-25 B•35 .8.45 C-60 7-80 TS-0420DWB 1.969 SO 50 44 34 26 20 6 300 TS-0424DW8 TS-0428DW8 1.343 975 50 38 38 28 30 22 23 17 18 13 20 20 7,525 8.500 TS-0430DW8 845 33 24 19 IS 12 20 9,075 TS-0432DW8 740 29 21 1 17 1.3 1 10 20 9,550 TS-0620DW8 1.935 50 50 44 34 26 42 9200 TS-0624DW8 TS-0628OWS TS-0630DW8 TS-0632DW8 1,320 1,096 941. 824 50 44 38 33 39 32 28 24 31 26 22 20 24 20 1.7 1.6 19 16 14 12 42 42 42 42 11.000 13,000 13.900 14,850 TS-0820r)W8 TS-0824DW8 1.874 1.279 50 50 50 38 44 31 34 24—j 27 19 65 65 11,400 13 250 TS-0828DW8 1,268 50 38 31 24 19 05 18.675 TS-0830DW8 TS-0832DW8 1,161 962 48 40 35 29 28 24 22 19 ) 8 15 65 65 19 950 20,850 TS-1020DW8 1,347 50 41 33 26 21 86 14.200 TS-1024DW8 1,123 47 35 28 23 18 86 16,850 l'S-1028DW8 962 41 30 25 20 1 16 86 18.900 TS-1.030DW8 957 40 30 25 20 16 86 21640 TS4032DW 8 897 38 29 23 19 15 86 24 490 Notes (1) if specific model hW trench shield is not shown in Table TS-1 or TS-2, the competent person must refer In the trench shield certi f cation to determine capneity and working depths. All other aspects of this tabulated data applies to any DW shield not shown in Tables TS-1 or TS-2. (2) Wcights arc approximate. (3) Standard spreader ci7.es for DW trench shields as shown in Table TS-1 or TS-2 ave 87' schedule 80 pipe, maximum length of 20'. For modelF not listed or custom Fhields, plea.ae see the serialized certification for each shield for spreader requirements. COPYRIC7FIT, U.S.A. SPErn Rl-IORE CORPORATION. 2004 Se 0 2007 3:14PM eceive ax..;. Fax -,St ti' - 9 09/10/2007 14:33 2067670265 B-52 PAGE 09/09 August 4 2004 TRiNCII SIiIFtLDS - "Dw" MOntLS Par, s ��-R .EXAMPLES OF TYPICAL INSTALLATIONS FIG 1 - TWO FLAT 130TTOM SHIELDS STACKED. PLEASE NOTE_ TOP SHIELD MAY BE INVERTED AND PTNNF.D TO THE BOTT0M SHIELD FIG 2 - TWO ICNIFE• EDGE S141F.:I.DS STACKED COPYRIGHT, U,S.A, SPEED SHORE CORPORATION. 2004 Received Fax' : "• ` ' Sea 110-.2007 3 24PM- Fax`Statjm:•:. - NW I.. o '2' ' 09/10/2007 14:44 2067670265 B-52 PAGE 02/07 SPEED SHORE MANUFACTUR] R'S TABULATED DATA "MHS" MODELS STEEL MANHOLE SHIELDS 4" Single Wall 4" Double Wall 4" Double Wall with Cut -Outs ..lanuary 01, 2005 �il�l�ol� NIORE .1330 S. SAM HOUSTON PKWY E. HOUSTON, TEXAS 77047 Tcl: (713) 943-0750 U.S.A. Toll Free: (800) 231-6662 Fax: (713) 943-9483 COPYRIMM L1 S,A.. SPEED SHORE CORPORATION. 2003 09/10/2007 14:44 2067670265 B-52 PAGE 03/07 1anwry 01 2005 TRENCH SHIELDS - "MHS" MQDELS Pale 2 0 6_ W L- R I _ G EXCAVATION PROCEDURES MAY BE VERY DANGEROUS A. TRAINED COMPETENT PERSON SHALL: SUPERVISE ALL EXCAVATION OPERATIONS, ENSURE THAT ALL PERSONNEL ARE WORKING IN SAFE CONDITIONS, AND HAVE THOROUGH KNOWLEDGE OF THIS TABULATED DATA. THE COMPETENT PERSON SHALL HAVE THE AUTHORITY TO STOP WORK WHEN IT IS UNSAFE FOR WORKERS TO ENTER AN EXCAVATION. ALL PERSONNEL SHALL BE TRAINED IN CORRECT EXCAVATION PROCEDURES, PROPER USE OF THE, PROTECTIVE SYSTEM AND ALL SAFETY PRECAUTIONS. EXCAVATIONS AND PROTECTIVE SYSTEMS SHALL BE INSPECTED AT LEAST DAILY AND WHENEVER THERE IS A CHANGE OF SOIL, WATER OR OTHER .JOB SITE CONDITIONS. ALL LIFTING AND PULLING EQUIPMENT, INCLUDING CABLES, SLINGS, CHAINS, SHACKLES AND SAFETY HOOKS SHALL BE EVALUATED FOR SUITABILITY AND CAPACITY, AND SHALL BE INSPECTED FOR DAMAGE OR DEFECTS PRIOR TO USE. o ALL INSTALLATION AND REMOVAL OF SHORING AND SHIELDING SHALL BE FROM ABOVE GROUND ONLY. e DO NOT ALLOW PERSONNEL TO ENTER AN EXCAVATION THAT IS NOT PROPERLY SHORED, SHIELDED OR SLOPED. e PERSONNF..L SHALL ALWAYS WORK WITHIN THE SHORING AND SHIELDING. PERSONNEL SHALL NOT STAND ON THE EDGE OF AN UNSTIORED EXCAVATION. ALL PERSONNEL SHALL ENTER AND EXIT EXCAVATIONS ONLY WITHIN SHIELDED OR SHORED AREAS. SPFF..D SHORF..'S "MANUFACTURER'S TABULATED DATA" 1S A GENERAL SET OF GUIDELINES AND TABLES TO ASSIST THE COMPETENT PERSON IN SELECTING A SAFETY SYSTEM AND THE PROPER SHORING OR SHIELDING EQUIPMENT. THE COMPETENT PERSON HAS SOLE RFSPONSIBILITY FOR .JOB SITE SAFETY AND THE PROPER SELECTION AND INSTALLATION AND REMOVAL OF THE SHORING OR SHIELDING EQUIPMENT. THIS TABULATED DATA 15 NOT INTENDED TO BE USED AS A JOB SPECIFIC EXCAVATION SAFETY PLAN, BUT SHALL BE USED BY THE COMPETENT PERSON TO SUPPLEMFNT HIS TRAINING, HIS EXPERIENCE AND HIS KNOWLEDGE OF THE JOB CONDITIONS AND SOIL TYPE.. COPYRIGNT, 1.1.5A. CPEF,D 5F10RF.. CORPORATION, 2005 Received Fix Se l0"2007.:3i24PM Fax S at o 'NWI 4 09/10/2007 14:44 2067670265 B-52 PAGE 04/07 January 01 2005 TRFNCII Sl I161 DS "MHS" MOAFI,S Page 3 of G SPrFi) SHORE TABULATED DATA 1.0 SCOPE 1.1 Speed Shores Tabulated Data complies with the O.S.H.A, standards as stated in the Code of Federal Regulations 29, Part 1926, Subpart P - Excavations, Section 1926.652(c)(2). This data shall only be used by the contractor's competent person in the selection of Speed Shorc Trench Shields. The competent person shall be experienced and knowledgeable in trenching and excnvation procedures. soil identification end in the use of Speed Shore Trench Shields. 1.2 All personnel involved in the installation, removal end use of Trench Shields shall be trained in their use and advised of appropriate safely procedures. 1.3 Table MHS-1 is based upon requirements stated in CFR 29, Pan 1926 and applicable portions of CPR 29. Part 1910. The competent person shall know and understand the requirements of those parts before using this data. 1.4 Whenever there is a variance between this Tabulated Data and CFR 29, Part 1926, Subpart P - Excavations. this Tabulated Data shall take precedence. Whenever a topic or subject is not contained in this Tabulated Date, tile competent person shall refer to CFR 29, Part 1926, Subpart P - Excavations. 1.5 This data refers to the Code of Federal Regulations. 29, Parts 1910 and 1926. to states that have their own state O_S.H.A. refer to similar regulations in the current construction rules published by the state office ofOccupntional 1-leulth and Safety, 1.6 Table MI.1S-1 shall be used only in excavations with soil conditions as noted. For ocher soil and excavation conditions and depths, site -specific engineered designs are required. Contact Speed Shore Corporation for assistance. ).7 This Tabulated Data is applicable for standard products manufactured exclusively by Speed Shore and may only he used with Speed Shore manufactured products. Any modification of Speed Shore products not specifically authorized by Speed Shore Corporation voids this data. 2.0 DEFINiTiONS (RE: CTR 29, Part 1926.32 De6nitiona) - RESTATED FOR EMPHASIS 2-1 1920.32 (F) "competent person" means one who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hn7ardous or dangerous to employees: and who has authorization to take prompt corrective measures to eliminate them. 2.2 .1926.32 (p) "Shall" means mandatory. 3.0 SOIL CLASSIFICATIONS 3.1 in order to use the data presented in Table MHS-1, the soil type, or types, in which the excavation is cut shall first be determined by the competent person according to file O.S.H.A. soil classifications as set forth in CFR 29, Part 1926. Subpart P. Appendix A. 3.2 Table MHS-1 is also for use in 'type C-00 soil (set 3.3 for definition). 3.3 Type C-60 soil is a moist, cohesive soil or a moist dense granular soil which does not fit into Type A or Type B classifications, and is not flowing nr submerged. This material can be cut with near vertical sidewnlls and will stand unsupported long enough to allow the shields to be properly installed, The competent person must monitor the excavation for signs of deterioration of the soil as indicated by, but not limited to, freely seeping water or flowing soil entering the excavation around or below the Trench Shield. An alternate design for less stable Type C soil may be required where there is evidence of deterioration. 3.4 Water flowing into an excavation, from either above or below ground, will cause a decrease in the stability of the soil. Therefore, the competent person shall take action to prevent water from entering the excavation and promptly rcmovc any water drat. accumulates in the excavation. Closer monitoring of the soil is required under wct conditions, particularly in the Iess cohesive (wenker) soil conditions. A COPYRiGHT, U.S.A. SI)FTI) SHORE CORPORATION, 2005 Received -Fax_: Se `10.2007.3:24PM . Fax Station NW1 - 5 09/10/2007 14:44 2067670265 B-52 PAGE 05/07 tAnun CPage of 601 2005 "=°M DELS small amount of water, or flowing conditions may downgrade the soil classification to it less stable classification. A large amount of water, or flowing conditions will downgrade all soils to O.S.H.A.. Type C. Speed Shore shoring and shielding systems may be used safely in wet conditions when the excavation is monitored by the competent person. Gxamplc: When repairing o. leak in utility lines, it is often difficult or even impossible to keep water out of the excavation. 4,0 PRESisNTATION Or INFORMATION 4,1 Information is presented in tabular form in Table MHS-1 is for use in O.S.I•LA. Type A, B and C soils. and for use in Type C-60 soil (see 3.3 for definition). 4.2 Table MHS-1 is not considered adequate when foods imposed by structures or by stored material adiacent to the trench weigh in excess of the load imposed by 3 feet of soil surcharge. The term "adiaeent" as used here means the area within a horizontal distance from the edge of the trench equal to the depth of the trench. 4.3 Using Table MHS-1 after determining the soil .type. the enmpcleni person determines the maximum depth the Manhole Shield may be used. 5.0 ASSTMBI.,Y 5.1 Shields shall be inspected by a competent person before and after assembly. 5.2 All damage shall be evaluated and repairs made under the direction of a registered professional engineer. All missing or damaged components shall be replaced with genuine Speed Shore parts. 5.3 All lifting and pulling equipment, (including cables, slings, chains, shackles and safety hooks) used to handle shields or components shall be evaluated for lifting capacity, and inspected for damage or defects, prior to use, by experienced operators and shall meet O.S.H.A. requirements. 5,4 Tag lines or other approved safety devices shall be utilized to keep employees away from loads handled by lining equipment. 1.5 Spreaders, pins with keepers and accessories shall be in place before using the shields. 5.6 Standard Spreader Requirements is limited to 5" schedule 80 pipe, maximum length of 4'. 5.7 Two sprcaders arc required at each end of all shields. 5.8 All spreaders shall be singled or doubled pinned at each end, based on number of holes in the spreader sockets, with 1.5-inch diameter pins furnished by Speed Shorc. 5.9 Assembly instructions: 5.9.1 Lay first panel on ground, spreader sockets up. 5.9.2 Stand spreaders over sockets and insert pins with keepers. 5.9.3 Lower second panel onto spreader tubes and insert pins with keepers. 5.9.4 Attach 4-point lifting sling to lifting brackets. 5.9.5 Stand shield up, attach tag lines and install into trench properly. 5.10 Manhole Shields may be cracked utilizing stacking socket and appurtenances providing the allowable designed depth rating for each shield is not exceeded in the Table MHS-I. 5.11 All replaceable cutouts in the Manhole Shields shall be filled with Speed Shore supplied cover panels when the bloat -outs are not being used. 6.0 INSPECTION 6A The competent person must evaluate the soils to assure the rated capacity of the Manhole Shields is not exceeded by the lateral pressure of the soil. Soils shall be evaluated in accordance with fart 3.0. 6.2 The compotent person shall monitor all phases of fire assembly, installation and use of this product to evaluate and eliminate methods, which could endanger employees utilizing this product. 6.3 Daily inspections of the Manhole Shield and accessories must be performed by the competent person and deficiencies corrected. 6.4 Inspections shall he conducted as necessary for hazards associated with: water accumulation, changing soil conditions, or changing site wencher conditions. COPVR.i.(7 4T. U.S.A. SPPrD SHORT CORPORATION, 2005 Received:Fax-=Sep`10 2007 3:24PI1 :- Fax-Statdon': NWI :• o : -6''. 09/10/2007 14:44 2067670265 B-52 PAGE 06/07 Innunry 01 Z005 TRGN_CH SHIELDS "MHS" MODELS Pf' a 5_of G 6.5 Stacked shields shall be monitored to assure that each panel is secured to the one below it. 7.0 SAFF,TV SPTCIFICATIONS 7.1 Employees shall be protected from loose or failing material. Manhole Shields must always be uscd in a manner that loose or falling soil cannot enter over the top or through the end of the shield. End plates may be required. Spoil piles must be kept back from the edge of the excavation at least 2 feet. 7.2 Employees shall not enter or exit shields through unprotected areas and shall remain in shields at all times while working. 7.3 Employees shall not be in or under a shield while it is being lifted or moved. 7.4 Bottom of shields may be a maximum of 2 feet above the bottom of the trench if there are no signs of deterioration of the trench face below or at the end of the shield. 7.5 Use of the spreader system for any purpose other than support for the sidewall panels, or for palling them forward is prohibited without written pennission from the manufacturer. 7.6 The sides of the excavation should be cut vertical and n9IT0w to prevent lateral movement of the shield. The width of the excavation shall be no wider than the width of the shield plus 12 inches. 7.7 Water shall be prevented from entering the excavation and any water that does accumulate in the excavation shall be pumped out. TR Contact Speed Shore for any non -typical use of the Manhole Shield. R.0 EXAMPLE TO ILLUSTRATE TM USE OF TABLE MRS-1: Problem: A precast manhole 8' diameter is being set 10' deep in soil that has been classified by the compele,+t perSon to he O.S.H.A. Type C soil. Stacking 2 identical 8 feet high Manhole shields is desired. Which Manhole Shields may be used? Studying Table MHS•I Shows that a. Mi-1S-OR12-DW is adequate down to 30 feet deep in C-80 soil. Further down (Ile table is a M1-14-0812-DW-RC is adequate down to 21 feet in C-80 soil. Either of these 2 shields may be used. COPYRIGHT. U.S,A, SPT3ED stiORE CORPORATION, 2005 Rer ._i ;Pd_, -ax.. -'" .. Se 'T : 200 I'3 i 4P ..:..: .. . t t.. W - 7 • 09/10/2007 14-44 2067670265 B-52 PAGE 07/07 Januar 01,2005 TRENCH S 1.DS - "MF . " MODEI S Pa e , o'f 6 TABLE M118-1 "MF➢S" MODE➢.S DOUBLE SKIN PLATE WAL)L9 (1) (2) 0) (4) Ira specific model Manholc shield is not shown in Table MHS-1, the competent person must refer to the Manhole shield certification to determine capacity and working depths. All other aspects of this tabulated data will apply to nny Manhole shield not shown in Tables MI -IS -I . Weights arc approximate. Slondard spreader sizes for Manhole trench shields as shown in Table WHS-1 is limited to S" schedule RO pipe, maximum length of 4'. Sidewall wings dimensions as follow: a. 2' long on R' wide Manhole Shields. h. 3' long on 10' wide Manhole Shields. e, 4' long on 12' wide Manhole Shields, D. JAKOD COPVR101•17. U.S.A. SrEF.D S1TORE CORPORATIW 2005 �0Y Bx—/Z 18 1/2" 20 1/4" 7/8" 1 5/8" 4 1/2" 1/8" 1 51/8" 25 1/4" 2" I 3 3/4" 3/4" All2 —I —I 1 5/8" F— 2 1 /2" 3/—� 22 1/2- SLOT DETAIL 3/4" 24 1/4" 26" 29 1/4" 2" FRAME PAD 1 1/2" X 3/4" X EMBOSSED ON GRATE 1/2-1.5/8- 1/8- THICK (8 REQ.) I" OPENING TYP. SLOT FORMED AND RECESSED FOR 5/8- — 11 NC x 2" S.S. SOCKET HEAD (ALLEN HEAD) CAP SCREW OFCO SM6 / "' O a z a p�p V1 F J O 1 1/2" H � Vl 20" s Z LEVELING PADS o o �� 1 3/4" 1 3/4" 24" GRATE 7/8" 1 3/4" NORMAL TO BAR t 3/4" I� � 4— 1 5/8" 1/8" R. 1 5/8" Ir t I L 1 L 3/4" 1 3/4" 1 1/4 1/2" NORMAL TO BAR NOTES_ OLYMPIC FOUNDRY INC. WSDOT STD. B2A, APWA #49 20" X 24" REVERSIBLE LOCKING FRAME & GRATE NATL: FRAME: CAST IRON ASTM A48 CL3D. GRATE: DUCTILE IRON ASTM RATING: H - 2 0 PART NO. S M 6 0 D /T A536 CL 80-55-06 APPROX WT: FRAME-150 LBS. GRATE-110 LBS, REV: A DATE. 6/23/03 NEW BORDER REV DOCUMENT APPROVED DWN: CL DATE: 06/23/03 CE �R*.I REV: X DATE: XX/XX/XX D5C: A BY: DATE: xoo ..ac '00f ; .030 GE CHKD: CL DATE D6/23/03 DWG k: SM60 DIAG DT SCALE N/A SHEET: 1 OF 12 OKI pl�,- TYPE 1 CATC H BAS I N � I � BZ-!2 V,44-cz �® �v y,, CONCRETE PRODUCTS 1. MEETS ALL ASTM AND WSDOT STANDARDS FOR CONCRETE STRUCTURES INCLUDING WSDOT B-1 \2. REINFORCEMENT # 3 REBAR HOOP 6 RISER "�i 12' RISER q4' Precast Drainage Structures Optional 25" Dia. 'Access Opening F 20" x 24" Access Opening F-� —� 2", 4", 6", 12" or 24" a 1s �r 8" 2, 4' & 5' I6 -------------�w t 2' Sump 48" 5. D 58" 5' Type 2 Base W/4-Way 12" K.O.'s C.4 All Joints Conform to ASTM C-443 Specifications �f 5' 2' Sump 6" 48 5' T w/4-Way 24" x 18" K.O.'s 43" Type 2 Catch Basin WSDOT Standard Plan B-1e PAGE 32 Top Unit Frame and grate are available separately or cast into a 6" or 8" concrete slab. Round frame and grates are also available. Rectangular risers heights are 6", 12" and 24". Grade adjustment ring heights are 2", 4" and 6". Flat top slabs come with openings offset to one side or centered in slab. Reinforcing - 0.12 inz/layer!LF minimum. Precast Section Sections are available in heights of 1' to 4'. Special knockouts or cutouts are manufactured to order.. Steel reinforced polypropylene steps are installed as required. Circumferential wall reinforcing is 0.12 ina/LF minimum. Base Section Base sections are available in 4' & 5' heights. 2' sump standard in Washington. Ladders required. Reinforcing is 0.15 in2A.F minimum - Note All Sections meet or exceed ASTM C- 478. 5,. Weights 48" x 2' Base - 3,200 Ibs. Additional Footage - 920 Ibs. per ft. 48" Sections - 920 Ibs. per ft. 48" x 8" Flat Slab Top - 1,900 Ibs. -No Scale - All dimensions subject to allowable specification tolerances. DATE 0 p in sort 11-01-04 •ONnans%,PPhn Sk 06, Precast Drainage Structures 20" x 24" Access Opening i L Optional 25" Dia, Access Opening 12" or 24" 1'to 8' 2'or8' As Req'd.`` 2' Std.Sump ice- 60" 6" 72" Jr - All Joints Use a Confined Round Rubber Gasket Meeting ASTM C-443 Specifications. Top Unit .Frame and grate are available separately or cast into a 6" or 8" concrete slab. Round frame and grates are also available. Rectangular risers heights are 6", 12" and 24". Grade adjustment ring heights are 2", 4" and 6". Flat top slabs come with openings offset to one side or centered in slab. Reinforcing - 0.12 inz/layer/LF minimum. Precast Section Sections are available in heights of 1' to 8'. Special knockouts or cutouts are manufactured to order. Steel reinforced polypropylene steps are installed as required. Circumferential wail reinforcing is 0.12 in'/LF minimum. Base Section Base sections are available in 1' to 8' heights, Base Slab. Ladders required. Reinforcing is 0.25 in2/LF minimum. Note All Sections meet or exceed Single Hole Line ASTM C•478. Joints use a confined round rubber gasket meeting ASTM C-443. Weights LFootage ,565 lbsJIbs. Additio,323 lbs.60" lbs. pe60" x - 2,899 Note: -No Scale- (1.) No standard knockout - Cored hole per job plan. All dimensions subject to allowable specification tolerances. TITLE PAGE DATE p _ — ■fi■ 60" Type 2 Catch Basin 34 11-01-04 °Hanson WSDOT Standard Plan B-le ° 'AV Polypropylene Hanging L-dder'q,- Created exclusively for LANE Poly Steps ae ASTM D-4101 50 Reinforcing Bar A-615 )raven Bar. C-1018 ail /16" Round Bar Rung 1/2" Grade 60 Vr l .4 T'/0 C'ORP- po Box 925 • 18o67 S.W. Lower Boones Ferry Road • Tualatin, OR • 97062 • Phone (503} 84.007T FAX (503o } 84.0076 o K �L 13' 330 mm 0-1 9%* 238.1 mm 000 06" 152.4mm� 00 Bright Red Reflectors 0o 00 60 00 00 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 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 deformed reinforcing bar meets ASTM A-615. RUNG 1ffAP, COR50Of�AT/ONAL P.O. Box 925 • 10758 S.W. Manhasset Dr. • Tualatin, OR 97062 • 503-692-9860 • 800-666-0076 Fax 503-692-9863 • www.laneinternational.coin 8l - 131 /ti WATER AND SEWER COVERS HAVE 1 - 1" LIFT HOLE, DRAIN COVERS HAVE 3 - 1" LIFT HOLES FOR 5/8" - 11 NC x 1 1 /4" SS SOC HD CAP SCREW (3 REQ'D) 3" RAISED LETTERS AS O REQUIRED DRILL & TAP - 3 PL 0 C (120 DEG.) FOR 5/8" - 11 NC SS SOC HD CAP SCREW V DRAIN 0 / \ 0 1 1 /2" CORE (TYP. ) COVER 0 0 3/8" -rT --� -1 /2" WEB (4 PL) 2" 11„ 1" 26 3/4" 25" 25 1 /4" 24" 6rA I 3/4" L 1" � T 26 3/4" 34 1/8" NOTES: OLYMPIC FOUNDRY INC. 24" X 6" LOCKING MANHOLE RING & COVER MATL: CAST IRON ASTM A48, CL30 RATING: H - 2 0 I PART N 0. M H 30 K D T APPROX WT: RING-160 LBS. COVER-150 LBS. REV: A DATE: 7/02/03 NEW BORDER REV DOCUMENT APPROVED BY: DATE: D1NN: CL DATE: 07/02/03 x ICLERMCE i mcx i cso REV: X DATE: XX/XX/XX DSC: A DWG I/: MH30K0T SCALE: N/A I SHEET: t OF i CHKD: CL DATE' 07/02/03 a1 Z©, 2! Advanced Drainage Systems, Inc. twi' 1111 4640 Trueman Boulevard tHillard, OH 43026 A rr1 &,, 4e tl jh J z,-d J (800) 733-7473 pv ADS N-12 CORRUGATED HDPE PIPE SPECIFICATION/PRODUCT DESCRIPTION SCOPE ADS N-12TM pipe is smooth inside and available in 4" - 60" diameters, in nominal 20-ft. lengths. Pipe can be solid or perforated/slotted. Configuration is N-12TM (corrugated outside/smooth inside) in 4" - 60" diameters. APPLICATION General gravity drainage, storm, sub -drainage, and/or sewer. SPECIFICATIONS Pipe and fittings meet the requirements of AASHTO M-252 (3" - 10"), M-294 (12" and larger), Type S (corrugated outside -smooth inside, 4" - 60"), and MP7 (60" Type S). JOINT OPTIONS & PERFORMANCE 1. Non-gasketed joints are internal or external couplers covering a minimum of two corrugations at each end. 2. Gasketed non -water tight joints (Soil tight per AASHTO section 26): Gaskets may be architectural weather-stripping material per ASTM D-1056, or rubber per ASTM F-477. i 3. Gasketed, integral bell/spigot with a rubber gasket meeting ASTM F-477 installed on the spigot end. 4. Gasketed, lab test certified 10.8 psi joints: bell/spigot with a rubber gasket meeting ASTM F-477 installed on the spigot end. 5. Repair or Adapter Coupler: 5.0 psi tested HDPE wrap -around sleeve with self-contained tightening straps; furnished by the pipe manufacturer. INSTALLATION Installation shall be per local agency requirements or manufacturer's published recommendations with a minimum cover for H-25 loading shall be one foot through 48 and two feet for diameters greater than 60". I P N-12 PROPERTIES PIPE INSIDE OUTSIDE PITCH, CORRUGATION SIZE DIA. DIA P HEIGHTS, H 4" 4.10" 4.78" 0.66" 0.34 100 mm 104 mm 120 mm 17 mm 9 mm 6" 6.00" 6.92" 0.77" 0.46" 150 mm 152 mm 176 mm 20 mm 12 mm 8" 7.90" 9.11" 0.96" 0.61" 200 mm 200 mm 233 mm 24 mm 15 mm 10" 9.90" 11.36" 1.26" 0.73" 250 mm 251 mm 287 mm 32 mm 19 mm 12" 12.15" 14.45" 1.92" 1.15" 300 mm 308 mm 367 min 49 mm 29 mm 15" 14.98" 17.57" 2.59" 1.30" 375 mm 380 mm 448 mm 60 mm 33 mm 18" 18.07" 2120" 2 66" L57" 450 mm 459 mm 536 mm 68 mm 40 mm 24" 24.08" 27.80" 3.15" 1.86" 600 mm 612 mm 719 mm 80 mm 47 mm 30" 30.00" 3510" 4.12" 2.55" 750 mm 762 mm 1 892 mm 105 mm 65 mm 36" 36.00" 1 4170" 5.14" 2.85" 900 mm 914 mm 1059 mm 131 mm 72 mm PIPE INSIDE OUTSIDE PITCH, CORRUGATION DIAMETER DIAMETER P HEIGHTS, H SIZE 42" 41.40" 447.70" 5.19" 3.15" 1050 mm 1052 mm 1212 mm 132 mm 80 mm 48" 47.60" 53.60" 5.25" 3.00" 1200 mm 1 1209 mm 1 1361 mm 133 mm 76 mm 60" 59.50" 1 66.30" 6.00" 3.40" I500 mm 1511 mm 1684 mm 152 mm 86 mm File: N-12 Pipe Spec Date: November 1999, Revised August 2002 Ductile Iron Pipe St - iar ]I TYTON JOINT® Pipe S Z i:) t P;r', Thickness Class Designation Specifications Pipe shall be ductile iron manufactured in accordance with the requirements of ANSI/AWWA C151/A21.51. Push -on joints for such pipe shall be in accordance with ANSI/AWWA C111/A21.11. Pipe shall be Griffin or equal. Pipe thickness shall be designed in accordance with ANSI/AWWA C150/A21.50 and shall be based on laying conditions and internal pressure as specified in the project plans. Pipe shall have cement mortar lining and seal coating, where applicable, in accordance with ANSI/AWWA C104/A21.4. Dimensions & Weights �- 21f-o�- D - - - - - - - X Y _= ---------f --} Laying Length Pipe Barrel 18 ft. 20 ft. A B x Y Y Size Thick. Nom. Nom. Bell Bell Defl. WI.Per Max Wt.Per Max. Class Thick. O.D. O.D. Depth Angle Lgth.t Defl. Lgth.f Defl. In in. in. in. in. deg. lb. in. lb. in. 51 0.25 3.96 5.46 3.00 5 168 19 52 0.28 3.96 5.46 3.00 5 186 19 3 53 0.31 3.96 5.46 3.00 5 204 19 54 0.34 3.96 5.46 3.00 5 220 19 55 0.37 3.96 5.46 3.00 5 238 19 56 0.40 3.96 5.46 3.00 5 254 19 51 0.26 4.80 6.52 3.15 5 214 19 52 0.29 4.80 6.52 3.15 5 237 19 4 53 0.32 4.80 6.52 3.15 5 259 19 54 0.35 4.80 6.52 3.16 5 280 19 55 0.38 4.80 6.52 3.15 5 300 19 56 0.41 4.80 6.52 3.15 5 322 19 50 0.25 6.90 8.66 3.38 5 303 19 335 21 51 0.28 6.90 8.66 3.38 5 335 19 371 21 52 0.31 6.90 8.66 3.38 5 368 19 407 21 6 53 0.34 6.90 8.66 3.38 5 400 19 443 21 54 0.37 6.90 8.66 3.38 5 433 19 479 21 55 0.40 6.90 8.66 3.38 5 465 19 515 21 56 0.43 6.90 8.66 3.38 5 496 19 549 21 50 0.27 9.05 10.82 3.69 5 430 19 470 21 51 0.30 9.05 10.82 3.69 5 473 19 524 21 8 52 0.33 9.05 10.82 3.69 5 518 19 574 21 53 0.36 9.05 10.82 3.69 5 562 19 622 21 54 0.39 9.05 10.82 3.69 5 605 19 670 21 55 0.42 9.05 10.82 3.69 5 646 19 716 21 56 0.45 9.05 10.82 3.69 5 689 19 764 21 t Including bell TYTON JOINT' Is a registered trademark of U.S. Pipe and Foundry Co I , .. I ', 't F lurenc: ^Jaw Jr�rs�iy 08518 1100 (r,t Front Street ; 13ri (i09%49K) 1400 rax 609i499 4868 NOTE: 10" thru 24" Continued on page 2 Lynchburg. Virginia 24505 Adams St Upper Basin Box 74` 4341845 8021 fax 434 5,0 973 No.120 / Page 1 of 2 Ductile Iron Pipe TYTON JOINT® Pipe Dimensions & Weights (continued) Laying Length Pipe Barrel 18 ft. 20 ft. A B X Y Y Size Thick. Nom. Nom. Bell Bell DeB. Wt.Per Max Wt.Per Max. Class Thick. O.D. O.D. Depth Angle Lgth.t Den. Lgth.t DeB. In. in. in. in. in. deg. lb. in. lb. in. 50 0.29 11.10 12.91 3.75 5 568 19 628 21 51 0.32 11.10 12.91 3.75 5 623 19 690 21 1 O 52 0.35 11.10 12.91 3.75 5 677 19 750 21 53 0.38 11.10 12.91 3.75 5 731 19 810 21 54 0.41 11.10 12.91 3.75 5 784 19 868 21 55 0.44 11.10 12.91 3.75 5 838 19 928 21 56 0.47 11.10 12.91 3.75 5 890 19 986 21 50 0.31 13.20 15.05 3.75 5 722 19 799 21 51 0.34 13.20 15.05 3.75 5 787 19 871 21 52 0.37 13.20 15.05 3.75 5 851 19 943 21 1 53 0.40 13.20 15.05 3.75 5 916 19 1,015 21 54 0.43 13.20 15.05 3.75 5 981 19 1,087 21 55 0.46 13.20 15.05 3.75 5 1,044 19 1,157 21 56 0.49 13.20 15.05 3.75 5 1,109 19 1,229 21 50 0.33 15.30 17.67 5.00 5 908 19 1,003 21 51 0.36 15.30 17.67 5.00 5 984 19 1,087 21 52 0.39 15.30 17.67 5.00 5 1,059 19 1,171 21 1 4 53 0.42 15.30 17.67 5.00 5 1,135 19 1,255 21 54 0.45 15.30 17.67 5.00 5 1,209 19 1.337 21 55 0.48 15.30 17.67 5.00 5 1,284 19 1,421 21 56 0.51 15.30 17.67 5.00 5 1,358 19 1,503 21 50 0.34 17.40 19.79 5.00 5 1,065 19 1,177 21 51 0.37 17,40 19.79 5.00 5 1,152 19 1.273 21 52 0.40 17.40 19.79 5.00 5 1,238 19 1,369 21 16 53 0.43 17.40 19.79 5.00 5 1,323 19 1,463 21 54 0.46 17.40 19.79 5.00 5 1,409 19 1,559 21 55 0.49 17.40 19.79 5.00 5 1,495 19 1,655 21 56 0.52 17.40 19.79 5.00 5 1,580 19 1,749 21 50 0.35 19.50 21.91 5.00 5 1,354 21 51 0.38 19.50 21.91 5.00 5 1,462 21 52 0.41 19.50 21.91 5.00 5 1,570 21 1 53 0.44 19.50 21.91 5.00 5 1,678 21 54 0.47 19.50 21.91 5.00 5 1,786 21 55 0.50 19.50 21.91 5.00 5 1,892 21 56 0.53 19.50 21.91 5.00 5 2,000 21 50 0.36 21.60 24.03 5.50 5 1,544 21 51 0.39 21.60 24.03 5.50 5 1,664 21 52 0.42 21.60 24.03 5.50 5 1,784 21 20 53 0.45 21.60 24.03 5.50 5 1,904 21 54 0.48 21.60 24.03 5.50 5 2,024 21 55 0.51 21.60 24.03 5.50 5 2,142 21 56 0.54 21.60 24.03 5.50 5 2,260 21 50 0.38 25.80 28.21 5.95 5 1,946 21 51 0.41 25.80 28.21 5.95 5 2,090 21 24 52 0.44 25.80 28.21 5.95 5 2,234 21 53 0.47 25.80 28.21 5.95 5 2,376 21 54 0.50 25.80 28.21 5.95 5 2,520 21 55 0.53 25.80 28.21 5.95 5 2,664 21 56 0.56 25.80 28.21 5.95 5 2.806 21 t Including bell. Pipe is normally manufactured with a cement -mortar lining. Above weights do not include lining. Standard lining thickness for 4" - 12" diameter pipe is '/ " minimum, for 14" - 24" diameter pipe is h:" minimum. No.120 / Page 2 of 2 Auvauceu urainage oysieins, iac, 4640 Trueman Boulevard Hillard, OH 43026 (800)733-7473 ADS N-12 CORRUGATED HDPE PIPE SPECIFICATION/PRODUCT DESCRIPTION SCOPE 12" /8 " p ADS N-12T"1 pipe is smooth inside and available in 4"-60" diameters, in nominal 20-ft. lengths. Pipe can be solid or CPC P 1 �P& perforated/slotted. Configuration is N-12TM (corrugated outside/smooth inside) in 4" - 60" diameters. APPLICATION Ares r General gravity drainage, storm; sub -drainage, and/or sewer. IY c+ At - SPECIFICATIONS INTO Pipe and fittings meet the requirements of AASHTO M-252 (3" - 10"), M-294 (12" and larger), Type S (corrugated outside -smooth 'Pv inside, 4" - 60"), and MP7 (60" Type S). JOINT OPTIONS & PERFORMANCE 1. Non-gasketed joints are internal or external couplers covering a minimum of two corrugations at each end. 2. Gasketed non -water tight joints (Soil tight per AASHTO section 26): Gaskets may be architectural weather-stripping material per ASTM D-1056, or rubber per ASTM F-477, 3. Gasketed, integral bell/spigot with a rubber gasket meeting ASTM F-477 installed on the spigot end. 4. Gasketed, lab test certified 10.8 psi joints: bell/spigot with a rubber gasket meeting ASTM F-477 installed on the spigot end. 5. Repair or Adapter Coupler: 5.0 psi tested HDPE wrap -around sleeve with self-contained tightening straps, furnished by the pipe manufacturer. INSTALLATION Installation shall be per local agency requirements or manufacturer's published recommendations with a minimum cover for H-25 loading shall be one foot through 48 and two feet for diameters greater than 60". n N-12 PROPERTIES PIPE INSIDE OUTSIDE PITCH, CORRUGATION SIZE DIA. DIA P HEIGHTS, H 4" 4.10" 4.78" 0.66" 0.34 100 mm 104 mm 120 mm 17 mm 9 rrun 6" 6.00" 6,92" 0.77" 0.46" 150 mm 152 mm 176 mm 20 mm 12 mm 8" 7.90" 9.11" 0.96" 0,61" 200 mm 200 mm 233 mm 24 mm 15 mm 10" 9.90" 11.36" 1.26" 0.73" 250 mm 251 mm 287 mm 32 mm 19 mm 12" 12.15" 14.45" 1.92" 1.15" 300 mm 308 mm 367 nun 49 mm 29 mm 15" 14.98" 17.57" 2.59" 1.30" 375 mm 380 mm 448 mm 60 mm 33 mm 18" 18.07" 21.20" 2.66" 1.57" 450 mm 459 mm 536 mm 68 mm 40 mm 24" 24 08" 27.80" 3.15 1.86" e 600 mm 612 mm 719 mm 80 mm 47 mm 30" 30.00" 3510" 4.12" 2.55" 750 mm 762 mm 892 mm 105 mm 65 mm 36" 36.00" 4170" 5.14" 2.85" 900 mm 914 mm 1059 mm 131 mm 72 mm PIPE INSIDE OUTSIDE PITCH, CORRUGATION DIAMETER DIAMETER P HEIGHTS, H SIZE 42" 41.40' 447.70" 5.19" 3.15' 1050 mm 1052 mm 1212 mm 132 mm 80 mm 48" 47.60" 53.60" 5.25" 3,00" 1200 mm 1209 mm 1361 nun 133 mm 76 mm 60" 59.50" 66.30" 6.00" 3.40" 1500 mm 1511 mm 1684 rnm 152 mm 86 mm File: N-12 Pipe Spec Date: November 1999, Revised August 2002 GASKET MATERIAL SPECIFICATIONS RUBBER SHEET PRODUCTS: COMMERCIAL NEOPRENE COMMERCIAL BUNA WHITE FDA NiTRILE GOOD ODJGAS RESIST GOOD RESISTANCE TO OILS GOOD FOR ALL TYPES GOOD FOR BUMPERS, & AROMATIC FUELS OF FOOD PROCESSING SUPERIOR CHEMICAL PHARMACEUTICAL AND COSMETIC APPLICATIONS: PADS & SEALING, RESISTS RESISTANCE PRODUCTS RESISTANT TO OILY ROT, CHECKING & CRACKING GOOD RESISTANCE TO & GREASY FOODS, NON -TOXIC BOTH OIL & WATER NON -MARKING NON -ALLERGENIC COLOR: BLACK BLACK WHITE THICKNESS (INCHES): 1/32 - 2 1/32 - 1 1/16 - 114 DUROMETER HARDNESS !SHORE A+/. 5: 60 60 60 TENSILE: 1300 900 1000 ELONGATION: 500 300 650 TEMPERATURE MAX: 170 F 170 F 220 F WEIGHT PER LINEAL POOT(36" WIDE): 1 /8 - 2.7 1 /8 - 2.6 1/9 - 2.8 FINISH: SMOOTH SMOOTH SMOOTH SPECIFICATIONS: -ASTM D-2000-86c -ASTM D-2000-R& FDA APPROVED/ NON -TOXIC -SAE J200, 1 BC 609 -SAE J200. I BE 609 NON -ALLERGENIC! NON -MARKING -MIL R-3065, SC 609 GOOD OIL RESISTANCE RED RUBBER COMMERCIAL EPDM CLOTH INSERTED RUBBER APPLICATIONS RECOMMENDED FOR LOW EXCELLENT FOR EXTREME PRESSURE —HEATING & TEMP/WEATHER PLUMBING (LOW COST) OZONE & CH LMrCAL RESIST. EXCELLENT FOR AIR, HOT & COLD WATER, AGING, ABRASION & EXCELLENT ELECTRICAL TEAR RESISTANCE & DYNAMIC PROP'S SATURATED STEAM, LOW PRESSURE HYDRAULIC CONFORMS TO UNEVEN EXCELLENT RESISTANCE TO -EXCELLENT FOR CUSTOM CUTTING FLANGE SURFACES HIGH TEMP, ANIMAL & VEG OILS, STEAM & & OFFSME APPLICATIONS " OXYGENATED SOLVENTS COLOR: RED BLACK BLACK, THICKNESS (INCHES): 1 /8 - 3.5 1 /16 - 1 /4 1/16 - 1 /4 DUROMETER HARDNESS /SHORE A+/. 5: 75 60 65 TENSILE: 600 1000 400 ELONGATION: 200 500 200 TEMPERATURE MAX: 170 F 220 F 170 F WEIGHT PER LINEAL FOOT(36" WIDE): 1/8 - 3S 1 /8 - 2.2 N/A FINISH: FABRIC FINISH SMOOTH SMOOTH SPECIFICATIONS: ASTM D-1330-66 -ASTM D-2000-86c FABRIC WEIGHT: 4 OZ CLASSII -SAE J200, 3BA (608. 708), C12 FABRIC TYPE: POLYESTER ASTM D-2000 -MTL R-3065 OIL RESISTANCE: NONE TYPE AA -RS 608. C12 SPECIALTY SHEET PRODUCTS: SOFT-CHEM GRAPHOIL EXCELLENT RESISTANCE -ASBESTOS-FREE, NO FIBERS, CBARACTENS77CM TO CHEMICALS, MOSTLY BINDERS OR ADDITIVES APPIJC4TIONS: UNAFFECTED BY STEAM IMPERMEABLE TO GASES FIBROUS STRUCTURE & LTDQUMS,RESTSTS THERMAL HIGH COMPRESSIBILITY SHOCK, EXC. SEALABILITY EXCELLENT CORROSION DOES NOT AGE, SHRINK RESISTANCE OR HARDEN, HIGHLY Re TMPF:RMF.AH17.TTY I ('RF.MT('AT. RT.CTCTANT HOMOGENEOUS TANG INSERTED (316SS) CREEP ASTM F39B 212 F: 35% (1/32") 0.05 0.1 SEALABILITV ASTM F37B FUEL A: .002 m1/min -- --- GAS LEAKAGE DIN 3535/6: .02 mi/min HOT COMPRESSION: THICKNESS DECREASE AMBIENT " 3625 psi 37% -- — THICKNESS DECREASE 572 F 29% COMPRESSIBILITY ASTM F36J: 60% 45 % (5000 psi) 35% (5000 Psi) RECOVERY ASTM F36A: 12% min 20%(5000PSI) . 18%(5000psi) TENSILE ASTM 152: 1500 psi 700 PSI 5000 psi VACUUM TO FULL PRESSURE: 3000 In, CHEMICAL RESISTANCE: 0 - 14 ph 0 - 14 ph 0 - 14 ph DENSITY: .85 8/cm3 62.4 IN/fl3 62.416/ft TEMPERATURE MAX: 500 F 900 F in air 900 F in eir 1200 F (in slcmn) 1800 F (inert media) PRESSURE MAX: 3000 psi 2000 psi 2000 psi TESTED BY ECOLE POLYTECHNIC 1/t6" Gb psi 1260 98%minimnm CBON 98%minimum s 0.2 1200 m max �' SULFUR LEACBABLE CHLORIDES LEACHABLE - 1200 1200 maX GS 1 3.5 50 Tmmmax 50 ppm max CAIN BOLT GASKET, INC TECHNICAL MANUAL GASSPECXLS Z 3 SPEC IPIED�- FITTINGS W E 164 WEsrSmtrm Rom) E-NiAEL: spec@specfit.com S j� PO Box 28157 PHONE: 888-7348846 360-398-7700 V��1// BELLINGHAM, WA 98228-0157 FAX: 888-734-8258 360-398-7051 Specifications for HDPE pipe and fittings All HDPE pipe and fittings meet or exceed the following specifications. ASTM F714 Standard specification for Polyethylene (PE) Plastic Pipe (SDR-PR). Based on Outside Diameter ASTM D1248 Standard Specification for Polyethylene Plastic Molding and Extrusion ASTM D3350 Standard Specification for Polyethylene Plastic Pipe and Fittings Material ASTM D3035 Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR). Based on Controlled Outside Diameter Fittings will have a cell classification of PE 345464C in accordance with ASTM D3350. In addition the Plastics Pipe Institute classifies it as a PE 3408 material. All flange back up rings will be made from ductile iron conforming to ASTM A536 65/45/12 with bolt - hole patterns conforming to AWWA C207. Rings will be coated with a Polyester TGIC and a zinc - phosphate undercoating. CID v rn In M v 0 co c 0 of c C U d c O U E '(-7--� 6 SW able olem9 / Band coupler See PMe 1 i Datali l I%. Pk+Oeriderwa4' drfvs .- Drive plop 2• Pips caller tP*1DrIve weld t _ Flatten or point TYPEII TYPEI PIPE STAKES 21S' �N -( 1-efts' DRIVE PLUG (CAST IRON) da. max. DRIVE POINT (CAST IRON) 1. AN Pips stakes and hardware to be galvanized after fabrication. centertbe of the pipe. 2. Ether Aaernate 'A' or Akemate "B' anchor assembly maybe ND're: M needx enawonnnntb rasa a n saw used th ooMraotor'e opPon for annulttiy odrntgeted pipe, 1 �ur wr.xar.aes eusera 6oeclkrtuw Alternate 'A" to be used with hekcaly corrugated pipe. ` 3. Ekt»r type 1 or type 2 pipe stakes may be used with either U me aelecuon and use a tlhtr tuwhw assembly m sMernetat the oantrapole option.`>` ��` 1 9lerldard Dn whp, NftlN daMgned 4. PYoe WPe anchor assembles on 20' max, centers. in aoodrdence with peneraay on slopes 2D% or greater. /�%\� a�#w or~kv P+ "1110 r W /.' S. Plate mateto be ASTM A3B'. � ..1�' �-- \ aw AeatPoeR /a a* ads, nepon. GaVanbe after fabrication, ` slbUfty of ft user and aftwd not be and widtout oonsullptp a RapLtered ftofesalonyi Engirrear. -S-U� +A � S/•Z� 13a+e1 �e �%/� la �i�i'ly �-�4�.,( wluti 6e11/ C�c • a1 rl.cd W.Jllrr� o�- J,tsk�tr 'X+L U Bdk lava• I , rL: plate Pipe stakes .� x �.1 sabh aide of 3 WPa Cables and cable clamps to be used when lrp@d%d. ANCHOR ASSEMBLY ALTERNATE "A' Wxl'slata (7) PLATE DETAIL 1A 12W slats (2) 8/f 8• a 1 _ .-�Tla�•F If I— 7'S"o0uplar• 12" or 24• band coupler A. round sled for B' Pk» 9f• round alert Ior pips over 8' '7 —(sae optional»WioekondE'Aj 1 R / I N i•1/ ' - Plpe ach ekq dake6 I I eI - of pipe 7u�1 ..4- ` f+— W18' Min. 1I wield TZWo ' oableolamps. oneecleor I D/e' common cable or IrL wktrape, nlzsd, One Optional fa0rbelbn for on each aide. lndenticel upperend lower I.P. ckmP Perte. Cabin and cable clamps to be used when spedfied. WITH CABLE WITHOUT CABLE ANCHOR ASSEMBLY ALTERNATE "Be 9 27t3' Not It-, I 2W i— 2%, ' Length of bow coupler mnAurad parallel to the W18'xt K• Blois PLATE DETAIL 1B METAL PIPE SLOPE ANCHORS t —11;> lot:- c�Gc`� ci i1 0 r�00 1p 1p M 00 M O � Ln 00 00 00 0 W � 3 Aso 0 o -6 0 r C C d vVj w 0 V Q co tA 0 o o «� N J cv N p jjEA ��qck\v Z�l Vv'Oe- i nn 0\ � v n. V\ck, 10 a, S, av\ S ClYe, (X00--tp rA-.- ..-"Z) BI- 2e, 2y1 30 P. IIJ Mint- Zt3 - gvliirI 5f.Ilf I -- S CG, 2r1 - I��>rt Mcc P 3 v - Cr-dl d Su r4 c' j Jh,�1���t, G L A CIER 9-2L4-04r �� <f P NO MAY M,k,, 1 ChwO M" If North 26th St Strom System Project Job#SWP-27-2850 fpe c-f, ►;x-- rQ T/ 1 Cn)%minlmia State Pit it A--iA3 I I 1 PRODUCT # MATERIAL us 4" 1 %z" 3/4" 518" 1/2" 1/4" # 4 # 10 # 40 # 200 MM 75.0 37.5 19.0 16.0 12.5 6.30 4.75 2.00 0.425 0.075 # 8110 Pit Run* # 8120 -1 54 Crushed Fill # 8127 Seattle Type 17 # 8130 Screened Pit Run # 8131 4" Structural Fill # 8132 4" Gravel Borrow # 8161 1" Pit Run PRODUCT # MATERIAL LRasmv o vu. '.. . . us 1 1/4" i" 3/4" 5/8" 1/2" 3/8" # 4 # 10 # 40 # 200 MM 31.5 25.0 19.0 16.0 12.5 9.51 4.75 2.00 0.425 0.075 # 8800 1 1/1" a 5/8" # 8802 Base Course # 8809 2 '/z" a 0" # 8820 1 3/4" a 3/8" # 8821 1 Top Course I I I I G.� k R��G����l ,,, Snoqualmie State Pit # A-503 Q 9 - o3.►l zz PICD 22-106 0—J0 Please contact us if you require a specific screen. * 8110 may change with minning area. These are average results & individual tests may vary. Phone: ( 425 ) 888-9795 x3 5601 3%th Dr. SE Snoqualmie, WA 98065 Fax: ( 425 ) 881-3471 MATERIAL SUBMITTALS PROJECT: N 26t" St / Park PI N Storm System Contractor: NWI SUBMITTED BY: WATER WORKS INC 2203 Inter Ave, Suite A, PUYALLUP 98372 PHONE (253) 848-9337 FAX (253) 848-1113 .Ir�f :'�:ni.UN 7ALi?6kf��Y.^;YMLU nsile Lbs ASTM 04595 180 ongation °% ASTM D4632 15 Strength rA Lbs Lbs ASTM D4833 ASTM D4533 80 70 idal Tear urst psi ASTM D3786 305 . U.S. ASTM D4751 50 ' Water Permittivity `Sieve sec ASTM 04491 .07 U.V, Resistan(.,e (500 Hours) % ASTM D4355 90 Note: Minimum average roll values are based on a 95% confidence level. ParmeaTex Geotextile Products are manufactured by various manufacturers for distribution by Northwest Linings. rmeaTex Is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Li ings is strictly ciohibited. The information and data contained herein are believed to he accurate and reliable, North est Linings makes no warranty of any kind and accepts no responsibility for the results obtained through a plication of this information. PermeaTexT"" Welded Wire Mesh All wire has been welded together and will meet the following specifications: Wire Thickness 114 gauge 0 Mesh Size 2 x A Roll Size TX 100' Roll Weight _ 48 Ibs Wire Hot Dipped Galvanized Permea7exTM Is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Linings is strictly prohibited. The information and data Contained herein are believed to be accurate and reliable. Northwest Linings makes no warranty of any kind. Northwest Linings accepts no responsibility or liability for the results obtained through application of this Information, PeCmeaT I`XTM Meta' T Posts All posts have angled studs to help hold the fence agalnst the post. q�. •S�Tr.;'"a'?y�:�3�� r5• :"�i 1, �, � '•!i}, v ���fn� , �.''i! H Color Green with White Top, rust resistant Material Rolled Steel & Galvanized Height Post Weight 5' 925 lb / foot PermeaTexTm is a trade name of Northwest Linings and any use of this name without the express written consent of stricNy prohibited. The information and data contained herein are believed to be accurate and reliable. Northwest Linings makes no ti Northwest Lining$ accepts no responsibility or liability for the results obtained through application of this Information, Linings Is of any kind, 0 insu mastic Specifications and Installation Iastructions for Sidement Filtration Bag; GsCFB18SS Filtration Bag Gc"24Ss Filtration Bag GCFB3622 Filtrptioa Bag ""Custom sizes are Availabte" Product Specs' Non -Woven Geoteztile Plastic fabric Mullen Burst ASTMD3136 40fiPSi Grab Tensile Strength ASTMID4632 200 LBS Puncture Strea`th ASTMb4833 130 LBS Trap Tear ASTMI?4533 85 LBS Water Flow Rate ASTMD4491 IIOGPM FTsq Our `Dream Stream" filtration bags are designed to filter storm water at its source, on the streets and roads, thereby helping to keep our streams and lakes cleaner. Additional Filters are available to collect petroleum products and other pollutants, Our. Installation is an easy process where the grate is lifted allowing for the insertion of the filtration bag. Our bag has four eyelets, one on each side of trap facing the parallel side of the catch basin. Nylon straps are supplied to suspend the bag from the holes in the grate. Normally a distance of 6-ID inches below the grate will suffice. Each flap is then extended out past -the edge of the grate to direct liquids to the center of the Filtration Bag, and the grate is. put back in place with it being suspended by the supplied nylon ties. For removal and cleaning or replacing, the bag has sewn into the end flaps, a loop for aiiowing rebar or siruilar items to be used for lifting the bag. Once bag is supported by lifting the rebar, the nylon supports are to be cut and the bag emptied or replaced. RepIacing the bag would require above procedure in reverse. 9.Yppla6$iY2C p. Aervanceu uraulage oysteins, Inc. 4640 Trueman Boulevard Hillard, OH 43026 (800) 733 -7473 ADS N-12 CORRUGATED HDPE PIPE SPECIFICATION/PRODUCT DESCRIPTION SCOPE ADS N-12TM pipe is smooth inside and available in 4"- 60" diameters, in nominal 20-ft. lengths. Pipe can be solid or perforated/slotted. Configuration is N-12TM (corrugated outside/smooth inside) in 4" - 60" diameters. APPLICATION General gravity drainage, storm, sub -drainage, and/or sewer. SPECIFICATIONS Pipe and fittings meet the requirements of AASHTO M-252 (3" - 10"), M-294 (12" and larger), Type S (corrugated outside -smooth inside, 4" - 60"), and MP7 (60" Type S). JOINT OPTIONS & PERFORMANCE 1. Non-gasketed joints are internal or external couplers covering a minimum of two corrugations at each end. 2. Gasketed non -water tightjoints (Soil tight per AASHTO section 26): Gaskets may be architectural weather-stripping material per ASTM D-1056, or rubber per ASTM F-477. 3. Gasketed, integral bell/spigot with a rubber gasket meeting ASTM F-477 installed on the spigot end. 4. Gasketed, lab test certified 10.8 psi joints: bell/spigot with a rubber gasket meeting ASTM F-477 installed on the spigot end. 5. Repair or Adapter Coupler: 5.0 psi tested HDPE wrap -around sleeve with self-contained tightening straps, furnished by the pipe manufacturer. INSTALLATION Installation shall be per local agency requirements or manufacturer's published recommendations with a minimum cover. for H-25 loading shall be one foot through 48 and two feet for diameters greater than 60". N-12 PROPERTIES PIPE INSIDE OUTSIDE PITCH, CORRUGATION SIZE DIA. I DIA P HEIGHTS, H 4" 4.10" 4.78" 0.66" 0.34 100 mm 104 mm 120 mm 17 mm 9 mm 6" 6.00" 6.92" 0.77" 0.46" 150 mm 152 mm 176 mm 20 mm m 12 in 8" 7.90" 9.11" 0.96" 0.61" 200 mm 200 mm m 233 m 24 mm 15 mm 10" " 136" 1.26" "9190m 25m 28 m 32 mm 19 mm250mm 15" 14.45" 1.92" 1_15 " m min 367 nun 49 mm 29 mm 98" 17.57" 2.59" 1.30" nun 443 m 60 mm 33 mm 7" 21-20" 2.66 1.57" n 536 nun 68 mm 40mm it 8" 27.80" 3.15 10.8.763" / 600 mm 12 min 719 mm 806 in m 47 min 30"30,00" 35.10" 4.12" 2.55" 750 892 mm 105 mm 65 mm36"36.00" 41 70" 5.14" 2.85" 900 min1059 mm 131 nun 72 mm H PIPE INSIDE OUTSIDE PITCH, CORRUGATION DIAMETER DIAMETER P HEIGHTS, H SIZE 42" 41.40' 447.70" 5.19" 3.15" 1050 mm 1052mm' 1212 mm 132 mm 80 mm 48" 47.60" 53.60" 5.25" 3.00" 1200 mm 1209 mm 1361 mm 133 mm 76 mm 60" 59.50" 66.30" 6.00" 3.40 " 1500 mm 1511 mm 1684 mm 152 mm 86 mm File: N-12 Pipe Spec Date: November 1999, Revised August 2002 GASKET MATERIAL SPECIFICATIONS RUBBER SHEET PRODUCTS: COMMERCIAL NEOPRENE COMMERCIAL BUNA WHITE FDA NITRILE GOOD OIL/GAS RESIST GOOD RESISTANCE TO OILS GOOD FOR ALL TYPES GOOD FOR BUMPERS, & AROMATIC FUELS OF FOOD PROCESSING SUPERIOR CHEMICAL PHARMACEUTICAL AND COSMETIC APPLICATIONS: PADS & SEALING, RESISTS RESISTANCE PRODUCTS RESISTANT TO OILY ROT, CHECKING & CRACKING GOOD RESISTANCE TO & GREASY FOODS, NON -TOXIC BOTH OIL & WATER NON -MARKING NON -ALLERGENIC COLOR: BLACK BLACK WHITE THICKNESS (INCHES): 1 /32 - 2 1 /32 - 1 I /16 - 1 /4 DUROMETER HARDNESS /SHORE A+/- 5: 60 60 60 TENSILE: 1300 900 1000 ELONGATION: 500 300 650 TEMPERATURE MAX: 170 F 170 F 220 F WEIGHT PER LINEAL FOOT(36" WIDE): 1 /8 - 2.7 1 /8 - 2.6 1 /8 -2.8 FINISH: SMOOTH SMOOTH SMOOTH SPECIFICATIONS: -ASTM D-2000-86c -ASTM D-2000-86c FDA APPROVED/NON-TOXIC -SAE J200, I BC 609 -SAE J200, 1 BE 609 NON -ALLERGENIC/ NON -MARKING -MIL R-3065, SC 609 GOOD OIL RESISTANCE RED RUBBER COMMERCIAL EPDM CLOTH INSERTED RUBBER APPLICATIONS: RECOMMENDED FOR LOW EXCELLENT FOR EXTREME PRESSURE —HEATING & TEMP/WEATHER PLUMBING (LOW COST) OZONE & CHEMICAL RESIST. EXCELLENT FOR AIR, HOT & COLD WATER, AGING, ABRASION & EXCELLENT ELECTRICAL TEAR RESISTANCE & DYNAMIC PROP'S SATURATED STEAM, LOW PRESSURE HYDRAULIC CONFORMS TO UNEVEN EXCELLENT RESISTANCE TO -EXCELLENT FOR CUSTOM CUTTING FLANGE SURFACES HIGH TEMP, ANIMAL & VEG OILS, STEAM & & OFF-STZE APPLICATIONS - OXYGENATED SOLVENTS COLOR: RED BLACK BLACK THICKNESS (INCHES): 1/8 - 3.5 I /16 - 1 /4 1 /16 - 1 /4 DUROMETER HARDNESS /SHORE A+/- 5: 75 60 65 TENSILE: 600 1000 400 ELONGATION: 200 500 200 TEMPERATURE MAX: 170 F 220 F - 170 F WEIGHT PER LINEAL FOOT(36" WIDE): 1/8 - 35 I i8 - 2.2 N/A FINISH: FABRIC FINISH SMOOTH SMOOTH SPECIFICATIONS: ASTM D-1330-66 -ASTM D-2000-86c FABRIC WEIGHT: 4 OZ CLASSII -SAE J200, 3BA (608, 708)7 C12 FABRIC TYPE: POLYESTER ASTM D-2000 -MTL R-3065 OIL RESISTANCE: NONE TYPE AA -RS 608. C12 SPECIALTY SHEET PRODUCTS: SOFT-CHEM GRAPHOIL EXCELLENT RESISTANCE -ASBESTOS-FREE, NO FIBERS, CHARACTE6ISUCS& TO CHEMICALS, MOSTLY BINDERS OR ADDTETYES APPLICATIONS• UNAFFECTED BY STEAM IMPERMEABLE TO GASES FIBROUS STRUCTURE & LiDQUIDS,RESISTS THERMAL HIGH COMPRESSIBILITY SHOCK, EXC. SEALABTLTTY EXCELLENT CORROSION DOES NOT AGE, SHRINK RESISTANCE OR HARDEN, HIGHLY Rr TMPT.27", ARn.T V I r'RL:R{Tr'AT_ RTCTCTAN tt!� 1� • :t HOMOGENEOUS TANG INSERTED (316SS) CREEP ASTM F39B 212 F: 35% (1/32-) 0.05 0.1 SEAL.AWLITY ASTM F3TB FULL A: .002 mlhnin -- --- GAS LEAKAGE DIN 3535/6: .02 ml/min ` HOT COMPRESSION: THICKNESS DECREASE AMBIENT 3625 psi 375/6 — — THICKNESS DECREASE 572 F 29% COMPRESSIBILITY ASTM F367: 60% 45% (5000 Psi) 35%(5000 Ini) RECOVERY ASTM F36A: 12% min 20%a(5000PSI) 18% (5000psi) TENSILE ASTM 152: 1500 psi 700 PSI 5000 psi VACUUM TO FULL PRESSURE: 3000 p,, CHEMICAL RESISTANCE: 0- 14 ph 0 - 14 ph 0 - 14 ph DENSITY: .85 P/cm3 62.416s/fi3 62.4 Ib/fl TEMPERATURE MAX: 500 F 900 F in air 900 F in air 1200 F (in atcarn) 1800 F (in= media) PRESSURE MAX: 3000 Mi 2000 pai 2000 psi TESTED BY ECOLE POLYTECHNIC 1/16" Gb psi 1260 99%minimum CARBON 98%minimum e 0.2 12,00 ppm max TOTAL S qjw LEACHABLE CHLORIDES 1200 ppm max GS 1 3.5 1 50 ppm max 50 pp. max CAIN BOLT GASKET, INC TECHNICAL MANUAL GASSPECXLS TYPE 1 OF m TR:D CATCHBASIN oaa�0 \ / �BBD y CONCRETE PRODUCTS O 1. MEETS ALL ASTM AND WSDOT STANDARDS FOR CONCRETE STRUCTURES INCLUDING WSDOT B-1 2. REINFORCEMENT #3 REBAR HOOP RISER y '15 G 12' RISER y 3' 4' 4 18 1/2" 20 1/4" 7/8" 1 5/8" 4 1/2" 1/8" 1 5/8" t 25 /4" 2z" 3 3/4" 3/4" _1 LI �--I I 1 5/g" F— 2 1/2" 3/—� 22 1/2" SLOT DETAIL 3/4" 24 1/4" 26" 29 1/4" 2" FRAME PAD 1 1/2" X 3/4" X EMBOSSED ON GRATE �- 1/2" 5/8" 1/8" THICK (8 REO.) 1" OPENING TYP. SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2" S.S. F /4: SOCKET HEAD (ALLEN HEAD) CAP SCREW. OFCO SM6 Oa aO w j O J F J O 1 1/2" N J H 20" J = O F Z N O LEVELING PADS F— 1 3/4" — I 1 3/4" 24" GRATE 7/8" I 3/4" NORMAL TO BAR 1 3/4" I _� 1 L 1 5/8" t /8" R. 1 5/8" + 1/8" 1 I L 3/a" 1 3/4" 1 1 /4" 1/2" NORMAL TO BAR NOTES: OLYMPIC FOUNDRY INC. WSDOT STD. B2A, APWA #49 20" X 24" REVERSIBLE LOCKING FRAME & GRATE VATL: FRAME: CAST IRON ASTM A48 CL30, GRATE: DUCTILE IRON ASTM RATING: H - 2 0 IPART NO. S M 6 0 D /T A536 CL 80-55-06 APPROX WT: FRAME-160 LBS, GRATE-110 LBS. REV: A DATE: 6/23/03 NEW BORDER REV DOCUMENT APPROVED DM: CL DATE: D6/23/03 xx TOlERtN. REV: X DATE: XX/XX/XX DSC: A BY: DATE: 100 106 J00f ; .wo CHKD: CL DATE: 06/23/03 DWG #: SM60 DIAG DT SCALE: N/A SHEET: t OF t WATER AND SEWER COVERS HAVE 1 - 1" LIFT HOLE, DRAIN COVERS HAVE 3 - 1" LIFT HOLES FOR 5/8" - 11 NC x 1 1 /4" SS SOC HD CAP SCREW (3 REQ'D) 3" RAISED LETTERS AS 0 REQUIRED DRILL & TAP - 3 PL 0 0 (120 DEG.) FOR 5/8" - 11 NC SS SOC HD CAP SCREW DRAIN / � o 0 1 1/2" CORE (TYP.) COVER 0 O 3/8" -- --1 /2" WEB (4 PL) 2" 1i" 1" 26 25 3/4" 25" 1 /4" 24" 6" a 3/4" 26 3/4" 34 1 /8" NOTES: OLYMPIC FOUNDRY INC. 24" X 6" LOCKING MANHOLE RING & COVER ASTM A48, CL30 RATING: H-20 PART NO. MH30KDT —160 LBS. COVER-150 LBS. REV: A DATE: 7/02/03 NEW BORDER REV FDOCUMENTVED DAN: CL DATE: 07/02/03 Ta[wwce n f, REV. X DATE: XX/XX/XX DSC: A DWG a: MH30KDT SCALE: N/A SHEET: 1 OF 1 neon 1 :030 CHKD: CL DATE: 07/02/03 Q O .i 6/8' cable olamg r/ h" / Band coupler Sae Plate �\ t-3!a" 1 9/58' Weld Detail R ")rholas late ecnaatldea� 3 pipe Cables and cable clamps to be used when specified. ANCHOR ASSEMBLY ALTERNATE "A" 2Y/'slots(2)^_- 34*x1"slols(7) 14. �-T 7'Sandooupler' 4 -.._ I 12' or 24' band coupler 12" PLATE DETAIL 1A 1. All pipe stakes and hardware to be galvanked after fabrication. 2. Either Alternate •A" or Alternate "B' anchor assembly may be used et contractor's option for annularly corrugated pipe. Alternate 'A" 10 be used with hellcaly corrugated pipe. 3. Either type 1 or type 2 pipe stakes may be used with either anchor assembly alternate at the contractor's option, 4. Place slope anchor assemblies on 20' max, centers. on slopes 20% or greater. 5. Plate material to be ASTM A36 h'. (30janlze after fabrication. k' 'h' R. — %* round steel for 8' pipe - %' round steel for pipe over 8' (see optional fabrication detail "Al 9)16' Min. I I Wald iV tiJ 11�J1�7�nI 2' Dial - 2 6/6' cable clamps. Two On each side, rI 618' common cable or Ilr Wirerope, ggaalvanized, One Op[lonal fabrlcatbn for on each aide. Inden0cal upperenot Iowa, pipe clamp pats. Cables and cable clamps to be used when specified. WITH CABLE WITHOUT CABLE ANCHOR ASSEMBLY ALTERNATE "B" • Length of bend coupler measured parallel to the Centerline of the pipe. 9- 2k3' Slot I I I 9n8'x%' Slots (6) ID 9118,0%.Slotel( 2yi" ��— ' PLATE DETAIL 1B M6.r IPT Crimp pipe to fasten drive -- plug aria drke point. Drive plug 2' Pipe collar &F51(wale N � � I -- Odve 111Flatten Point _. or point TYPEII TYPEI O PIPE STAKES 2Vr' Dla. �c DRIVE PLUG (CAST IRON) IC Lr T I—► �F` �a �— 1-7/8' dla. max. DRIVE POINT (CAST IRON) The selection and use of this Standard Drawing, while designed in accordance with generally accepted engineering principles and pracflow. is the safe rospon- sibility of the user and should not be used wLhout consulting a Registered Professional Engineer. I N07E: AN Mehl aWwonmw%*,hdi brinrccween h I METAL PIPE SLOPE ANCHORS 0 Q co It Ilp LO m IT NtD00 �D N l0 ko M 00 M �D O p O Le) o�ko o d Oo co 00 a w ro C cff p 0 �� O o 0 v V Y C O a Lq Q O 'C' z 0 O O c�P 04 J 6 ��� f ✓ LA rn Q 1.� I , r �� C 0�- ac v� aS�)V<K1V r.. -ter�- cA V-�r / N SPECIFIED FITTINGS W E 164 WEsrSMITHROAD E-MAIL: spec@specfit.com S } PO Box28157 PHONE: 888-734-8846 360-398-7700 �// BEL► INGHAM, WA 98228-0157 FAX: 888-734-8258 360-398-7051 Specifications for HDPE pipe and fittings All HDPE pipe and fittings meet or exceed the following specifications. ASTM F714 Standard specification for Polyethylene (PE) Plastic Pipe (SDR-PR). Based on Outside Diameter ASTM D1248 Standard Specification for Polyethylene Plastic Molding and Extrusion ASTM D3350 Standard Specification for Polyethylene Plastic Pipe and Fittings Material ASTM D3035 Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR). Based on Controlled Outside Diameter Fittings will have a cell classification of PE 345464C in accordance with ASTM D3350. In addition the Plastics Pipe Institute classifies it as a PE 3408 material. All flange back up rings will be made from ductile iron conforming to ASTM A536 65/45/12 with bolt - hole patterns conforming to AWWA C207. Rings will be coated with a Polyester TGIC and a zinc - phosphate undercoating.