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HomeMy WebLinkAboutSWP273225(3) t Hancor, Inc. Drainage Handbook Specifications ♦ 1-3 HANCOR BLUE SEAL° PIPE SPECIFICATIONS Scope This specification describes 12-through 60-inch (300 to 1500 mm) Hancor BLUE SEAL®pipe for use in gravity flow applications. Pipe Requirements BLUE SEAL® pipe shall have a smooth interior and annular exterior corrugations. • 12-through 60-inch (300 to 1500 mm) shall meet AASHTO M294, Type S. • Manning's "n" value for use in design shall be 0.010 to 0.012. Joint Performance Pipe shall be joined with the BLUE SEAL®joint meeting the requirements of AASHTO M294. 12-through 60-inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 1040F (40° C). Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. 12-through 30-inch (300 to 750 mm) bells shall include a reinforcing rib at the flare O.D. to assure meeting roundness tolerances and enhance proper joint assembly. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 24-through 60-inch (600 to 1500 mm) diameters shall have a reinforced bell & spigot including a bell tolerance device. The bell tolerance device shall be installed by the manufacture and covered with a protective wrap. The bell tolerance device shall be capable of withstanding 5% strain without evidence of splitting cracking or delamination. The spigot shall include a gasket seat that is reinforced with a closed cell structural foam core capable of maintaining long-term gasket pressure. The closed cell structural foam core must have a free rise density no less than 1.5 Ibs/ft3 (24 kg/m3) and compressive strength no less than 20 Ibs/in2 (320 kg/m2) Watertight Field Test Performance To assure watertight field performance verification may be accomplished using ASTM F 1417 or ASTM C 969 test procedures. Appropriate safety precautions must be used when field testing any pipe material. Fittings Fittings shall conform to AASHTO M294. Fabricated fittings shall be welded at all accessible interior and exterior junctions. Material Properties Virgin material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 335400C as defined and described in ASTM D3350. The virgin pipe material shall be Hancor Resin 8TM, which is a slow crack resistant material evaluated using the notched constant ligament-stress (NCLS) test according to the procedure described in AASHTO M294, Section 9.5. Average NCLS test specimens must exceed 24 hrs. with no test result less than 17 hrs. Quality Assurance All corrugated polyethylene pipe meeting or exceeding AASHTO M294 shall only be provided by manufactures having an ISO 9001:2000 central quality lab and a quality control—quality assurance system based on ISO 9001:2000 standards. All AASHTO M294 pipe shall be clearly marked with the Resin 8 mark or logo representing the supplied pipe is manufactured with resins meeting or exceeding the material requirements of AASHTO M294 and having a minimum 50-year tensile strength of not less than 900 psi. Installation Installation shall be in accordance with ASTM D2321 and Hancor's published installation guidelines, with the exception that minimum cover in trafficked areas for 12-through 48-inch (300 to 1200 mm) diameters shall be one foot. (0.3 m) and for 54-and 60-inch (1350 and 1500 mm) diameters, the minimum cover shall be 1.5 ft. (0.5 m). Contact your local Hancor representative or visit our website at www.hancor.com for a copy of the latest installation guidelines. ©Hancor,Inc.,March,2005 Hancor, Inc. Drainage Handbook Specifications ♦ 1-4 BLUE SEAL° JOINT SYSTEM (Joint configuration&availability subject to change without notice.) Pipe Dimensions Nominal Diameter,in mm) Pipe I.D. 12 15 18 24 30 36 42 48 54* 60 in.(mm) (300) (375) (450) (600) (750) (900) (1050) (1200) (1350) (1500) Pipe O.D. 14.2 17.7 21.5 28.4 36.0 41.4 48.0 55.0 61.0 67.3 in.(mm) (361) (450) (546) (721) (914) (1052) (1219) (1397) (1549) (1709) Flare O.D. 15.4 19.6 23.9 in.(mm) (391) (498) (607) N/A N/A N/A N/A N/A N/A N/A Pitch 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 7.8 in.(mm) (51) (61) (76) (102) (102) (117) (147) (147) (198) (198) *Check with sales representative for availability by region. CLOSED CELL STRUCTURAL FOAM FLARE O.D. ASTM F477 GASKET ASTM F477 GASKET PIPE 0.D. FLARE O.D, PITCH PIPE O.D. PITCH CLOSED CELL STRUCTURAL FOAM 12'-18' (300-450-) 24'-30' (600-750-) ASTM F477 GASKET FLARE O.D. PIPE ❑.D. PITCH I V 36-60' (600-1500-) ©Hancor, Inc.,March,2005 Jun 01 05 08i19a Young Life Const 253 862 8440 // P. 1 Fax Cover Sheet Young Life Construction P. O. BOX 7724 BONNEY LAKE, WA 98390 (253) 862-5607 Fax (253) 862-8440 e-mail: YOU NGLIFECONST@NETZERO.COAA Send to: City of Renton From: Darla J white Attention: Daniel Carey Date- 01June05 Fax Number: (425) 430-7241 t Phone Number: (42:i)430-7293 y` Please Review O Reply ASAP ❑ Please comment ❑ Urgent ❑ For your Information Total pages, including cover: 10 Comments: Per our conversation, I am forwarding you a Copy of the revised traffic control plan. the originals will be submitted later today. If you or Jun need anything else please let me know. Thank You, Darla J White zq t3lffoli Drqp e, i?e C) q fl wrk are a, S) i-I 0 3,5 2 C) 0 Oli LD QeAdcr e;O-c in T, A ,/e N L z Q uas�d Hoquiam Ave NE Ave Sl- 0 ul 0 w PL :D 11w c Ve N o Jun 01 05 091: 38a Young Life Const 253 862 8440 P. 1 Fax Cover Shoot Young Life Construction P. O. BOX 7724 BONNEY LAKE, WA 98390 (253)862-5607 Fax (253) 862-8440 e-mail: YOUNGLIFECONST@NETZERO.COM From: Darla J Whiha Send to: City of Ren 11 ton Attention: Daniel Carey Date' 0lJune05 Fax Number, (42b)430-7241 Phone Number: (4::5) 430-7293 Please Review ❑ Reply ASAP ❑ Please comment M Urgent ❑ For your Information Total pages, including cover- 10 Comments: �rhe information you requested TI iunk You. Darla J White Jun 01 05 09: 38a Young Life Const 253 862 8440 p. 2 I 1 ,L representing L�1L �-C � agme to comply with s11 traffic regulations of the City shaArepaxe 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 errrcrgency scrviccs twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in confonnance 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: D.O.B.: 01, . lo b HOME ADDRESS: Ln WORK ADDRESS: B q A - �2 L ok J 1 l WORK P1ION ZJ� HOME PHONE:_ Z COLOR EYES: WEIGI�'I': HEIGHT: — COLOR HAIR: wASHINGTON STATE- DRIVERS LICENSE Nt?MBFR:��I `�L)L4;� JF CATraffic Operatiotts\Traffic Control Plwi\tcpforml.doc CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: nq Lr1Stu i<-f L o&l_ APPL.DATE: JUNc CAS ADDRESS: P('. 13OX -7 7 2-H PERMIT#: I >onn(-iA L K2 J�JA -I g 3 j PHONE#: (.;?53) 54,-- ` 560-- CONSTRUCTION SUPERINTENDENT: ltul'� p�MrOB./CELL:# (253) L�� G-7-76 PROJECT NAME: H 1l Idm Pi NC SR 2Q6 Storm '!5 rA'X#: (� PROJECT LOCATION:1-}UGI�12l h C16F, 10d N/E/S/W/OF: WORK TIME: D? • 30 w ' 7iO p APPROVED BY: WORK DATE: APPROVAL DATE: NOTES: I. WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 2. CALL 911 (USING A LOCAL PHONE)OR 253-252-2121 (USING A CELL PHONE),FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-684-2732 AT LEAST TWENTY-FOUR(24) i HOURS BEFORE ANY STREET OR LANE CLOSER AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE(3)WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EUQIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY LOGO(ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME,ADDRESS,AND TELEPHONE NUMBER)AT A CONSPITCUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: SKETCH N 1 1 ' I have been informed of my responsibilities for traffic control and OFFICE COPY T- agree to comply with all traffic regulations of the City of Renton. CONTRACTOR INSPECTOR K.KITTRICK/ SIGNATURE: DATE: POLICE FLOYD ELDRIDGE FIRE JIM GRAY/STA.#11 C, �l� ,��� '�"(? representing agree to comply with all traffic regulations of the City of Renton. LAall p pare'a trAfic 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: & �'�Q ► I t° D.O.B. �'Z O SS#: HOME ADDRESS: 2 112 N Z 2tjL-'--'-- St i ,a cv l &3 , t WORK ADDRESS: • U I ) J -7 Z-`�I WORK PHONE: g�a �DC� HOME PHONE: C�53� F0-7 - 6�7� COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: Wh l�c d\ ZDL('-1'1 datacenter/pw/trafcontrol/bh /YIGr C • L..1 � ' ' ��t I Oran T +rl C, Cones �i or n S L-0 \Aj W b Iac,K ref l ec-6,f n 515n s r.. i 5 6 rCl - ZCo f CieVtC-P- AfM zo iftrn i AVC V Ron d w g K 1 � _ 0 ConStrLtc-I-7on Ah-c0.c( CITY OF RENTON FAX TRANSMITTAL Dept. of Planning / Building / Public Works Date: 6 / 01 / 05 2, 1055 S Grady Way, Renton, WA 98055 Number of Pages (include. cover) -------------- TO: Young Life Constr. — Darla White From: Daniel Carey - Surface Water Utility FAX # (253) 862-8440 FAX # (425) 430-7241 Phone # (253) 862-5607 Phone # (425) 430-7293 E-Mail E-Mail dcarey@ci.renton.wa.us Subject: Material Submittal Approvals Hoquiam PL N / SR 900 Storm System Project Hi Darla, reviewed the material submittal you gave me on Tuesday 5/31. I've noted which ones are approved and which ones still need submittals or need more information. Young Life Construction may start work on all bid items with approved materials. Bid Item # Description . 1 —Approved 6-1. Work Plan, Schedule NOTE the schedule shows 16 working days. Young Life should plan the work to finish within 15 working days per the contract. 2 - Approved 6-1 Surveying - Dryco Surveying will perform the work. 3 - Approved 6-1 Traffic Control Plan 4 —Approved 6-1 Erosion Control - Mirafi silt fence, filter fabric will be used to cover the catchbasin. NOTE — be sure to remove any debris that is caught by the fabric on the catchbasin after storms to prevent it from becoming clogged. 5 —Approved 6-1 Trench Excavation Safety System Trench Shield from Shoring International states that it meets OSHA standards. 6 —Approved 6-1 Excavation - Spoils will be hauled to Young Life yard. 7 —Approved 5/24— Crushed Surfacing from Cadman section 9-03.9(3). 8 — NEED Asphalt, need supplier and material specs. H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3225 Hoquiam PL NE\1000-2 Corrspd-Contractor\050601 FAX-Materials Approvd.doc Page 1 of 2 • 9 — Approved 5/24, 8-inch DI Pipe, US Pipe Class 52 with water tight joints. Approved 6-1 - Using 2004 WSDOT 9-03.12(3) Gravel Backfill for Pipe Zone Bedding OK for bedding for all pipes, DI and CPEP. 10 —Approved 6-1 DI Cross, Fittings — Supplied from Tyler Pipe, Fernco Coupling, PVC gasket for transition from DI MJ fitting to PVC pipe (under drain) NOTE —the DI cross should probably be MJ by MJ, not flanged, check with Supplier to be sure the fitting and gaskets will work to connect to the PVC pipe. 11 —Approved 5/24, 12-inch CPEP pipe, Hancor Blue Seal with water-tight joints. 12 — Approved 6-1 Import Trench Backfill — Gravel Borrow per WSDOT 9-03.14(1) is acceptable. 13 —Approved 6-1 Quarry Spalls — Cadman is an approved supplier for Quarry Spalls NOTE — No grain size analysis. Any quarry spalls supplied by Cadman must state 2" —4" on the material ticket. 14 —Approved 5/24, CB Type 1, Shope Enterprises states they meet WSDOT specs 15 —Approved 5/24, CB Type 2 48", Shope Enterprises states they meet WSDOT specs 17 — NEED Rock Wall, need supplier and material specs for new rock, if needed. 18 —Approved 6-1 Gravel Backfill for drains. 20, 21 — NEED Concrete Sidewalk and Curb, identify company that will do the work, materials that will be used. 22 — NEED Restore Fence, identify material that will be used. 23 — NEED Restore, Topsoil, Seed — Identify topsoil source, materials for fertilizing, mulching, grass seed. Thanks, Daniel Carey • H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-3225 Hoquiam PL NE\1000-2 Corrspd-Contractor\050601 FAX-Materials Approvd.doc Page 2 of 2 City of Renton Hoquiam P1 NE / SR-900 Storm System Project Construction Schedule June W T F M T W T F M T W T F M T W 1 2 3 6 7 8 9 10 13 14 15 16 17 20 21 22 MOBILIZATION SURVEYING EROSION CONTROL REMOVE FENCE REMOVE EXISITING ROCK WALL TIE INTO CATCH BASIN SET MANHOLE RESTORE ROCK WALL INSTALL 12"PIPE SET CATCH BASIN SUBGRADE ASPHALT PREPARATION ASPHALT O � CLEAN UP y� LANDSCAPE RESTORATION u H PUNCHLIST \' + \ o S i d MAY-27-2005 03 : 13 PM DRYCO/SARGENT 253 826 9703 P, 01 61 # 2 DRYCO SURVEYING INC. D xi " eft*p dM NGMW~son*1050" 12714 Taliphons:Mi34264300 Fox!AverAw East 253-82"703•!�2'1 Estimate tMT6 smnoos YOUNG LIFE CONSTRUCTION NICOLE DEMOSS PO Box 7724 BONNEY LAKE, WA 98390 PROJECT 2005161 DESCRIPTION TOTAL Stabe.wt one edge of driveway,um manhole,and one CS,on SR 900 at Hoquim Ptam 1,000.00 i • yr. o� TOTAL $i, 000. 00 310[iAl"M.!r ACCCPfABLE 1� CITY OF RENTON S 'T 3 II TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS 14PP rsy i 6' _b s TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: �-Uncq L i f e C6hlSfr(zjc j 6V APPL.DATE: UI DUNE (1S ADDRESS: P�'• 130X -7 7 Zy PERMIT#: I`Jo lneu Lau WA �g s�--j I PHONE#: CAS 56D I CONSTRUCTION SUPERINTENDENT: fzu-K 3 C,h Lf' MOB./CELL:# (2'a3) 8b �8 PROJECTNAME: HOWOM PI Nc I SR 2Q6 stbr�n s15i Ax#: (3�} � ��j 3q40 f-1 MGS-r 151-VS e I PROJECT LOCATION: opQ;7*7 pi N/E/S/W/OF: WORK TIME: PE 302 - 09 APPROVED BY: JLjt A C A'F—s iF-t-- WORK DATE:C::06-Q{-C5 Tn 0 6 -2Z-OS APPROVAL DATE: 05 NOTES: 1. WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). I2. CALL 911 (USING A LOCAL PHONE)OR 253-252-2121 (USING A CELL PHONE),FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-694-2732 AT LEAST TWENTY-FOUR(24) I HOURS BEFORE ANY STREET OR LANE CLOSER AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE(3)WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EUQIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY LOGO(ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME,ADDRESS,AND TELEPHONE NUMBER)AT A CONSPITCUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: SKETCH N Ut4 54anoCctvd 4- IS I have been informed of my responsibilities for traffic control and OFFICE COPY T- 6 agree to compl T-wku—taz:�. all traffic regulations of the City of Renton. CONTRACTOR INSPECTOR K.KITTRICK/ SIGNATURE: DATE: I wkj9t5 POLICE FLOYD ELDRIDGE FIRE JIM GRAY/STA.#11 Jun 01 05, 09: 38a Young Life Const 253 862 8440 p. 2 representing agree to comply with all traffic regulations of the City of entott. sh repare 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 sctviccs twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in confonrlance 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 parry 1 o be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless 11dangerment, and other applicable State and City codes. NAME: L 1 04 i --_. co D.O.B.: V HOME ADDRESS: o Ln WORK.ADDRESS: Yl J q A - WORK P1ION ZJ DOME PHONE:_ 3 7 COLOR EYES: WEIGHT: HEIGHT: — COLOR HAIR: WA.SHINGTON STATE DRIVERS LICENSE NUMBER: 6\0(I I KIHt��� CATraffic Operations\Traffic Control 1113iNcp[orml.doc • �UnC,V 2.0 orunQ� qs`'ky� " t3i�bh Oran/%�� Qef�. /1ead�� ,v°�� ' Z*'f.C; Tapes - l o " �/ G�'r/� areCz, 1 n a ��-e 350 ' f �,c/n.,� eZre o- Ta p ex 2 0` ' h P act, - , A ie NE � i � r✓jos�d N --� H o u i am Ave NE � Ave Se �11 oq � I iI n / Q� r-Y FT-1 n J A\'e __ CHANNELIZING OEVKE SPACING (FEET) BUFFER DATA MINIMUM TAPER LENGTH = L (FEET) SIGN SPACIN = X (FEET) MP„ TAPER TANGENT RuroI-- AS/5S MPH 500'+- 50/60 < 80 LANE Posted SPeed(mPh) Urbon Arterials 35/40 MPH 350'�- BUFFER SPACE B r1 et zs 30 35 40 45 so ss 75/45 70 60 f feet) Urbon Streets Reatdentlol Areoa d 25/30 MPH 200'+- 25/30 20 40 SPEED DOM 25 30 75 40 45 50 55 10 105 150 205 2TO 450 500 550 Business Districts LENGTH cf••fl — — — ITO 220 290 335 11 115 165 225 295 495 550 605 All etpne ore black on Oronpe unless otherwise deslpnated. PROTECTIVE VEMCLE ROIL AHEAD DISTANCE R 12 125 1�0 245 720 540 600 660 VEMCLE TYPICAL VEHICLE POSTED STATIONARY TYPE LOADED REIOHT SPEED OPERATION W20-1 (LBSI (mph) (feet) 100 4 YARD 24000 50.55 75 ROAD DUAP TRUCK 45 5p Wi-4L WORK ISO W1-4R 2 TON n.000 50.55 IDD AHEAD ARGO TRUCK 45 75 200 R4-Tb I TON p.000 50-55 150 B/W ARGOT 45 100 (TWO SIGNS) G20-2a ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT I KEEP END ROAD■ORK t4 500' MAX. OR GOT 41 M O e\OOt Oe F a ?—IaI A•R«—A e O RH �' g�- • �—L O —O OORK O X 741] OH O Id Id q q q X X X L L/2 500' MAX. END ROAD ><ORK K I czo-zoROAD �D��A B, WRO AHEAD ,'l LEFT LANE — CLOSED W2o 1 AHEAD W4-2fR1 NOTES e -00 15213 �O � LEGEND 1. FOR LONG-TERM PROJECTS, CONFLICTING PAVEMENT A� eolSTS W20-5(L) MARKINGS NO LONGER APPLICABLE SHALL BE �s�ONAL 'o REMOVED OR OBLITERATED AS SOON AS PRACTICABLE. ® TEMPORARY SHALL BEPOSTGS LMOUNTEDD BE USE AS NECESSARY SIGN LOCATION-PORTABLE MOUNT TEMPAND EXPIRES NOVEMSER 23.2003 N SIGN LOCATION-TRIPOD MOUNT LANE SHIFT 2. STEADY BURNING WARNING LIGHTS (TYPE C, MUTCD) THREE LANE ROADWAY ppp SEQUENTIAL ARROW SIGN SHALL BE USED TO MARK CHANNELIZING DEVICES AT NIGHT AS NEEDED. a a o TEMPORARY TRAFFIC CONTROL DEVICES STANDARD PLAN K-18 3. IF THE LANE SHIFT IS SHORT AND HAS SHARP CURVES e� PROTECTIVE VEHICLE (30 MPH OR LESS) USE SIGN W1-3 IN LIEU OF SIGN W1-4. SHEET 10F1SHEET APPROVED FOR PUBLICATION (WHEN SPECIFIED IN CONTRACT) � Nµ- D � Harold J.Paterfeso 12-20 02 � 4 PROTECTIVE VEHICLE WITH TRUCK MOUNTED ..,•e..�•,�,A�....•.�. ArAicoE•an�av[c. wte FOREHIGHOSPEED(WHEN ROADWASPECIFIED IN CONTRACT .�« .•�rM.., a ,�a.< 'mm` HIS, sr,,,•o,NnA,•,4.4T,.ern.eM AtMM.MM1aMfIARGPMIAtw'�M.wwlM�Ai14a AmAWVRO.iv.i T '13 Young Life Construction P. O. BOX 7724 BONNEY LAKE, WA 98390 (253) 862-6607 Fax(253) 862-WO e-mail: YOUNGLIFECONST@NETZERO.COM Attention: Dan Carey Date: 31 May05 ✓ For Your Information ❑ Reply ASAP ❑ Please comment ❑ Please Review ❑ Urgent Re: Erosion Control The Mirafi Silt Fence (product submittal attached) will be placed below where we will be • digging to ensure that dirt does not get on the road and side walk. We will also cover the catch basin with the 100x fabric (product submittal attached). Erosion control will meet with the requirements listed in the King County Surface Water Manual. • E t Description Engineered Scila ans for an Innovative Wor, product Mirafi®Silt Fence PrldaMwted Sift Fake Structures for Sedfnwat WWW TC Mirafi offers a wide range of woven ment is trapped by the fabric while storm when additional strength and suppon are geotextiles for sediment control water run-off may pass through the fabric required Envirofance features inclucr applications. These fabrics are cost- at a moderate rate effective elements which impr'dve and FEATURES AND BENEMS enhance modernconstruchon fochniques • Complete pre-fabricated System bh a vadely ofcr4engineering applications. Mirtilifi•SNt Fence is prefabricated with por2tin9 Muesli t00X woven'abr'.c PRODUCT DESCRIPTION Posts and is ready for immediate inshe pra- . 3 2cm (t-Ala•) nom,na• square hares lion upon delivery 10 your site The pre- fabricated system has a number of wood posts WraW SW Fate structures.specially unique features and advantages developed fabrics on supporting posts, Complete • Additional plastic net backing for omplete prefabricated system incor- are designed for efficient control of sedi reinforced support ment runoff from conatruction sites.This post rig 114") nominal woven fabric • Available in (8 3f 25m )post apac,ngs 3.2cm (1- /4 nominal square hard- sediment,left unchecked,can clog and pollute native waterways and damage wood posts Mirali"'SMt Fence Fabrics natural areas.Controlling the run-off(an • Standard reinforced top edge with MIraA'also provides you with er assort- increasing environmental concern)is high-strength industrial tensioning belt merit of UV stabilized,nontabr'ra;eci red advantageous to owners,contractors and for added reinforcement iment control fabrics in a choice o` • engw"rs who face the economic costs . Available in 2 Sm (8.3ft) and 3.Qm lengths Each fabric is designed to ru. ,?t associated with site sediment loss the specikations and regulations for se-d• tnstaitEd correctly m the lieltl,the sedi- (t D.ok)post spacings. y imentation control required by local gov- ment3GOn control fabric in silo fence strut- FEATURES AND BENEFITS e•nmentei agencies. turei functions as a filter and a run-off Mirafi' En»irofenee• is reeom- flow velocity check.Fine-grained sedi- ^"ended for use as sediment control r� t i ..� -� M Mirafi Silt Fence used m erosion control application. Mirafi'prefabricated Sin Fence. yy ' TC Mirafi Teshnicai Data • Fngileered SoJudons for an fnnovatt re Work pnxw Miraf Slit Fence P, bbi arded SHt Face Strachim for saumentsbon control Mirafi Silt Fence Technical Data (An vaIues 1m minimum average rill��lt�, � � SILT FENCE lOpJQ ENYIROFENCE•(10M TEST METNW UwM ..wrur44.el.oE rna s ue war AMMA f raa v.�its Grab Tensile Strength rn.ne owdmr ASTM D 4632 N (Ibs) SSO(124) 550 024) Grao Tensile Strength ic.,,.uww ev.citar)• ASTM D 4632 N pbs) 550(124) SSG;t 2<) D 4632 5/10 Grab 7er>S)Ie Ebrtpation ASTM x t t 511 p Muuen Burst StwgT ASTM D 3786. kPa (p&) 2060(300) -- 2060(300) Trapezoid Teat Strength ASTM D 4533 N (Ibs) 290(65) 290(60) Pwm*wrty AWM D 4491 sec' 0.10 _...�i Water Fknv Rate ASTM D 4491. UmiroW (9alpninM') 405(10) 405(10) — URraviolet Stowity ASTM D 4356 % 70 -- --- 70 - ereNroterloe ww"9VwVM 4 0*4-C.d ArTtlar ey the ilterorpOMAOn o1 a polymam mesh providing a to 340 SUOMoh of 1401b-Jk(typ"Q in bolt rnaeflr*and taosa mad*w dhscKwis. MIrW Silt Fence SILT LENG7Hm FAqM POST POST SHO)PM FENCE TYPE MOTH nt(ft) LEtJGTM rrKft) SPACING m(tt) WEIGHTS kg(Ibs) Wei,sit 30.5 (100) 0.9 3} 1.22(4) 25 (6.3) 23 (5M 30.6 (100)- as. 1.22 (4) 9A 00) 20 (A5) -. 30-5 OM 0.9 M 1.22(4) 25 (83) 1 25(55) 1000J((F vanes Q9 — 12( ) is Jonililt 80gdons o1Siltfeslo 11a�t�titarifi►ON, Si►FMti1ri11lbldera am..a j A I r -WWI• _ - a•.IfA_' ��� S.drnA yAlh�st A.With TMnctl •Pwoon posts to ovemo as 00wr •Overlap posm as Vw n in previ- •excaxata a t5.2an t is 2 cm W xjrF %,wxh above.w4"cellain gnat fabric out section to pf"At tle.. abnQ krl.e►Pdnreler 01 sae. tOds round each post orw Ad jum 2vollgh. •Unebd sat twice one 6ww al a tme.pQ;A5 •Drive,posts tightly togetntr and •Jr.w posu.rTrNy together and ion should be poaftaw on doarmwasm.t'W of wo6.a tops of poses by ty q oa vw') off two or posts w pr vern wpa- iano9. cord or vrv.b txansnt yowetr0up ranee. • Dr:w pest seep pronrtna and lay ttro UOPm tabr�c d base-up a.d+nlM al pets UP in bottom of psnth.eacW trench.and -M 9mund at shown in dwgwn above 8.Without Trench •Too-m can also be aocompk&w by laying V. WX4 dap on untranched proved and vilinp � did tsmGrW sat over Ne Up at s»base of Ihv 365 SO4A 1- A Or" � � structure pwoargmm CA 30667 (say 7954MB v sa our weo.11.: M)p 693-2226 WWW'C01OWL,�°m TC Mirdfl Fax(fM 693.440p Tt�urc'q^.•a eL wa•+..rasa.r.owacr.a.►6w••,.wl.ea`+mw«il.p_W WWww•tw ww.no rC w•tty cvrsron.moo nr w wmeu.w•w o•d'arr•�proU.•�rwi a>.�+i ' ?�•.Kt t fp1IM b eK.•1•(1.�..IK w W iaT.r 0."Mw r.TC r�r.a O.r.r. .war.Y.r.ra.t ; av+M^.M&mr<a.rc~da r•.Yc...r timva-vw dray a ar arrronw or rWq 7nt'T/flMlt �*,���� �«•pt.�"�^o s�.nW n..�•wgrl.py rrdaV+r.tw.e�.ne Tc wl.a ror a�.ae a.ny co•.wrnr mnrp.•nrovha r�ertMa�MiM•� ? g �`' •HtE'S.O O Fitt Ore s++r.Eo.arCrtlDwd tfrE agrED vyValMrTy Or Mtrc.wvr m Op nrt+CSs roe ►MtnCuM 1ti'M/OiIE;'yr.laUAfT�M.f:N EXrErp aErOr+O TIC OESCarPirO.t Or T>tE rNCE nMOr. 05/31/2005 10:27 2537352223 ALLWEST PAGE 02 V.r#5 t R 11FICATION "'�.—... J- MANUFACY.URM-S. C� I AND STRUCTURAL 'ANALYSIS k, 'lids itertch 111ie1d will camply with 0.1S.H.A. AFF: U.S. Uept. III Labor 0. .11.A. Saloty and flualth Stapidaidr.(29 Cfll 102G/1010 • III,rvi:;Nd Mard)5, 1001?S 11gcul 1' ExcavalitHIS,7ravJ1410, & SIMIaItl.14decli ml of I'Iolective Systl:ms. 1926.02 AppefWix F. THIS SMUCTURAL ANALYi;{:; WA!; MAIIL• IN AC(GIMANCf WITH THESIANDAWS Or- TIIC PLCIFICATION 1'014 1)lL UCStGN, CAIMICATION AND L11t'C•HIIN III•:;1111%1UINL STF.FJ.f011 uuiLI?ww or 71ir AIi9fJllrm INSTITUTE Of STLI:1 11)";11iUC11I�1. TRENCH SHIELD DESCRIPTION SN:1294-10K III t:IGtt Irf Itl't'afll•tiLll 11011 I'30IML 1 NGU111.01; i IIEICut _.. U (j MDl1Cl.NO. j MAXIMUM ALLOWABLE DEP-m 01: CLIT•FEE.r p —DEPTH _... _._ O'S.H.A, SOIL CLASSIFICATION A-H-C _ .�....... _... _.. .. Ala '110 coo CEMF1dTf:U MLN:;1 1411 WL1'MUCKY SU1L { IL I10 COMPACT 41i P!11 1111 GO PSF PC 00 J6 P5F I'Fff ' 111101 01 191'ttt f ttai OF DEPTH I'001 OF UCPTII 04` 116.6 35' __ w i ,+DESCHIPTIf)N UrSC11111TION UGSCRIPTIUN WY CLAY MI)I:;1 I*INI' NAND, WCT MUCKY CLAY- j I 111GILLY C( tf�►Ivt. AID)PlAvlL(HI SILT SOILS WITH GALICHL'AM) f;l AY;;f)Il.:i WITI1 1111010 PRESSUNC HAnDPAN. 1.101111)lllu1;;:1111E N©T"ClEEVIN1:60 Ganom N01 1 XCI.LDW 45 NSF PFR FOOT 4-PIPE SPREADERS RATION. LNCOUN WILD MA 1►1:11 I� V M. UFt,111 FOnSIA PIMA CUtr HI0 RAT10N. ` r 01,111 P11I FOU ITAPE OPTIONAL) 1 .EI:SOIL CI.All rJfICAI10W; { VAI t11•;•; - .r +r C;I_14TII'IL.D UY u FiCGI:'i 11-1'If;t t'TinI ESSI(N AL LWANITEIIS Mlit A 7GnINMNU — Iltfr{pA1tWW ( 11 w Yi/t� \ 1' 4 I to f rn ti� MAXI IN 1.1 1 h I V i % r:rll� 1100 Odmtyi 1-j4+!:t MO I,914P 11•at 1 Inhlat'natt: OJ sEs PRttT''to «►11111Q : it MAUL IN IIIL 11-IIA UYt A r 4 Am A�rr� .._...w,... ...�.. (201) 337--2233 :v r r r w w r some x 46 EDISON AVE vAKLAND,NJ 07436 fAX 337.036 1. '. ��Z' ��A ■�M1M • wr. .r..I err t� 4 — — o k, Dt11 Young Life Construction P. O. BOX 7724 BONNEY LAKE, WA 98390 (253) 862-5607 Fax (253) 862-8440 e-mail: YOUNG LIFECONST a@NETZERO.COM Attention: Daniel Carey Date: 31 May05 ✓ For your Information ❑ Reply ASAP ❑ Please comment ❑ Please Review REFERENCE: Hoquiam PI N /SR 900 Storm System Project Young Life Construction will be hauling the excess material to their yard located at 10121 221 Sr Ave E., Bonney Lake WA. CADMAN 5189 NIL US-TOP COURSE A189/A460- ISSAQUAH V4' 1+1" Vr IA iettl w *200 54-0 Gp_q�SIZE(,Rh) S'EVE btEilt[ Sf %,E %ccu."I WT. ACLU` 1i AccLg''s PEC FIGATI Ni - SIZE SIZ (mm) Ri"AlN 0 2ET P SMG 'W' 00 9-3 93 DAZE SAMPLED: 3/23/2009 314" 19.0 0.0 10010 100 TINJE: 1030 112" 12.5 93.0 4.2 95.$ 90-100 SOURCE: A1$9/A460-ISSAQUAH 3.`8 9.5 411.0 18.6 81.4 SAMPLED BY: ]MIKE. R #4 5.0 11135.0 50.0 50.0 46-66 TESTED BY: 11.11KE,R #10 2.0 1607.0 72.8 27.2 CONINIENTS: #40 0.425 1938.0 87.8 12.2 8-24 WET#200 0.075 2083.8 94.4 5.6 0-10 WAN WT. 2208.0 1 S.E.= 59 40 MIN -43 t-i N r CADMAN 1 1/4" BASE COURSE A189/A460 - ISSAQUAH IDo 0 1 lit 1' 119' 1/2" 3i6" VV #10 k Z ! ( I I I I ..... w M aon 20 p - 100 i) IOJO 1.0 0A 0.0 GRAIN SIZE(mm) C SIEVF METRIC SIEVE AC UNI WT ACC NL% ACCUNI "• SP•CI 1CA ION IZ_ tZf i-mn) RJETAFt9CD RETAINED PA55JTkG DOT 9-0 DATE SAvIPLED: 12/13/2004 1 1/4.1 31.5 0.0 0.0 100;0 100 TIME: 0800 1., 25.0 201.5 1.7 98.3 80-100 SOURCE: A189/A460 - ISSAQUA$ 5/8" 16.0 3320.0 28.3 71.7 50-80 SAMPLED BY: BILL NEAL 1!2'1 12.5 5132.5 43.7 56.3 TESTED BY: BILL NEAL IS,, 9.5 6496.0 55.4 44.6 COMMENTS: 5.0 8378.0 71.4 28.6 25-45 #10 2.0 9585.5 81.7 18.3 #40 0.425 10546.5 89.9 10.1 3-18 WET4200 0.075 11168.0 95.2 4.8 0-7.5 IMTU1 11732.0 S.E. = 51 40 MIN. DRY WT. q o .N N HD Fowler Company IP523GTJ D k' !7 L Thicknesses, Dimensions and Weights ' of Ductile Iran T` MN JOINT® Pipe 7ttickriesses and dimensions of 4"through 64' Ductile Iron pipe conform to ANSVAWWA C151/A27.51. Weights may vary from the standard because of differences in bell weights. i I&Foot Layivg Length sine Thickness Outside weight Per Avg.W t Inches Cl" Thickness Diameter* I atgtht Per Foot _ -inches Pounds 4 51 0.26 4,80 215 119 4 52 fl.29 4,80 235 13.1 4 53 0.32 4.80 260 14.4 4 -54 0.35 4.80 280 15.6 4 55 0.38 480 300 16.7 4 56 0,41 4.80 320 17A 6 50 0.25 6.90 305 16.9 6 51 0.28 6.90 335 18.6 6 52 0.3i 6.90 370 20.6 6 53 0.34 _ 6.90 400 22.2 6 54 4 0.37 6.90 435 24.2 6 55 0.40 6.90 465 25.8 6 56 0.43 6.90 495 275 8 50 0.27 9.05 430 239 ' 8 51 -� 0 30--- 9.05 475 26A 8 52 1 0.33 9.05 520 28.9 8 53 _036 9.05 560 31.1 8 54 0.39 9.05 605 33.6 a 55 n. ? 9.05 _650 36.1 8 56 �0.4� 9.05 690 38.3 10 50 0.29 11.10 -570 31.7 10 51 0.32 11.10 62.5 34.7 10 52 !►.3: 11.10 378 10 53 0_F 11.10 730 40.6 10 54 0- 1 11.10 785 43.6 10 55 0.44 11.10 840 46.7 10 56 0.47 11.10 890 49.4 12 50 31 13.20 725 40.3 12 51 o.0 13.20 790 43.9 12 52 0. �_ _ 13.20 855 475 12 53 4? 13.20 920 51.1 12 54 !h��, 13-20 995 54.7 12 55 v.a T 13.20 1045 58.1 12 56 J.�►u 13.20 1110 61.7 Tolerance of O.D.of sptgot end 4-12 rn.,•-R06 in.; 1+24 im,+0.05 in.,-0.08 in.; 30-48 in.,-i-008 in., -0.06 in.;54-64 in., -�-0.04 in.,-)Min. t lrteluding bell;calcuLzted weight of pipe.ounded off to nearest 5 ft. tt including tell;average weight,per foot,based on calculated w Mht of pipe before rounding. ' TP 9 2538638681 P.004 2-1HD Fowler Company-IP523GTJ `f TYTON JOINTe Pipe TYMN JOINT"is U.S.Pipe's trademark for pipe with a push-on type connection.Simplicity,sturdiness and watentightiwa of the system were brought about,not by chance but by design.Taking advantage of a bacigtt o and of 100 years experience with Pipe and pipe connectmg systems, U.S.Pipes made a thorough at%*of exisbW joining systema and requirements of pipe users.The results of this study showed the need for a simple, economical and reliable method of assembling pipe.With the objective of developing such a system,a nutaber of new designs were devised.Several of Oe most promising were tested and the assembly which possessed the most ou'standingty doairabhe characteristics became TYTON JOINT Pipe. After selection of the system,TYTON JOINT Pipe weireeuhjactedtofurther rigid teats designed to simulate extreme installation and servioe conditions which might be encountered in the field.It was only after these tests proved completely satisfactory and were confirmed by field instahlations that the dociAion was made to market MON JOINT Pipe in 1955.Convincing proof of its.amide aooeptaaae to shown by the fact that more thest 96%of the pipe now sold by this company is TYTON JOINT Pipe. Me TX'TONs Gaske"circular rubber gasket which has a modified bulb shape in cross section—is the on y accessory.Composition and dimensions of the gwikot have been carefully engineered to ensure a watertight and lasting sera.'Gaiskets of special elastomers maybe orderod for special applications. At gadAkut eootour and beft socket contour ensure that the gasket will r4L.w4n sated during proper seses2ibly of the pipe. ':'hap:aiuead-of theyipe is furnished beveled to new assembly. Because T1TON JOINT Pipe assembles so easily,those not experienced with it may get ' *e impression that the system is not watertight But years of succesdW experience prove it to be watertight regardless of ease of assembly. Ilydroetntic te9le heals ahorvn that-Ohe system will wit>betandkniaem ae far in excess,of rated press<»es. 7uetilo Iron TYTON JOINT Ape are evntrifugally cast in meW molds m accordance with AN8VAW WA C151/A2L5L TYTON Gaskets are fwmwhed in accordance with ANSI/AW WA When TYTON JOINT Pipe arm used for be-doe crdeeinds or Omar i,'Z1777C2111 Joints Tor Ducts e-Imn Praasurw Tripe and Fkdngs.' .t,o—ofoune W%A&400*na,each 1enpt6 of err B'x,00ened - Asnhakhic outside coating and inside lining and coating are m accordance in a manner to resviot tarn~"i one mrimmei mowmonr adfA dNB./9W WA G L'f1/A2td1?hcdlc%++xJNps�ldn&%Wally last Tor Ar:.W:, fw-Apt and ANSI/AWWAC110/A2UO Tucti4 Iron and G.ny-Iron PL,'Ags,v 1n.21 rough 48AL,For Water 42nd Otlkrl iquida: Cement lining,in 1fO1e. accor&-kv a,MANSI/AWWA C104/A214 Gen e0MortarLining)brDuedk- u spay an and users betteve that cor osn,a-e;is-0 ee jars P*seal PW9WWgr fOr Woter'or special linings and/or coadW can be hou pnoO ri,o inners our prooucu are to oe insiafted,pleeae rwor to _ fdf'l e, ANSVAW WA C10SIA2T 5"%yotMreae Encatemenr V DuoaM PW croft PW Sysrerrtt-,for proper o,twmei praeuron procedures Sw-e through 42'amfurnwhed m nominal Went laying lengths. W tltToat;L 64'are furnished in 2o-foot laying lengths. 4r apt eeeiifiod in ANSI/AWWA C151/A2161,pipe wbieta have been calculated using standard barrel weights and weights of belle being V S.pope quiIii for Federal Procurement under PwblK Law No pv.pduced. swap.SectIon 6002,krtt►an as the Resawoe Ramvery Aa of. When i'aint resb aini is requiro,t for push-on joint pipe,two options are 1970,sines,due to modern lee no recycled hen n d sre•I saiii aDuctile9 V.il b]r from U.S.pipa:For joint reattraint of 4'Shruugh 24, soap used to a large tia m p se our von Pipe t reeonmo MVLZ Il"K0 Gaskets may be used. FIELD IA K Gaskets are rated for 360 pai %Lcs ":'irough 12'and 250 psi in sixes 14'through 24'.In addition,for 4' t i,rn,,gh P.I'sites,TR FLE.X s Pipe and Fittings may be used.TR FLEX pipe nrd Fittirr„s are rated for workingpressures of 350 psi in 4'du ougb 24'sues; UO pri in sizes W through-48'and 150 ash in vises 54'through fi4'.for high. er presage applications sae your U.S.pipe representative.Product brochures, as troth FIELD LOX Gaskate and Tit 1''LEX Pipe and At tings are available P.-or y cur.U.S.Pipe representative. TYTOM®MON JOtwe,TTq F"'.axro'*'o_oft are registered treoernuW of V&Pipe and Foundry Company --- TIP 1 CADMAN Gravel B/F Pipe Zane Bedding A455/A511 BLACK D1Ahi q ND ,t(" 1.2" 3+8" IA" #4 $10 0.W0 #200 1001 - 1 E 90.0 8n( I f 1 Z 70.0 I 1 600 06 F 50 0 --- - --- U 400 I 1 "T fT a w 300 a 20.0 l0.0 100.0 10.0 1.0 0.1 0.0 GRAIN SIZE ' i U SEEVE METRIC SIFVE ACCUM.wr. ACCMf TOP CO R E SUE S ( ) ELTAINID PA iK°6 1H QOT 9 03.991 DATE SAMPLED: 3/9/2005 3/4" 16.0 0 100.0 100 TME: 0900 1/2" 12.5 1021 92.4 80-100 o SOURCE: A455/A511 BLACK DIAMOND 3/8" 9.5 3268 75.6 h SAMPLED BY: NjJ 1/4" 6.3 5697 57.5 TESTED BY: MJ #4 4.75 6810 49.2 46-66 COMMENTS: #10 2.00 181.8 27.3 Q► WSDOT 9-03.12(3) #40 0.425 324.4 10.1 8-24 Product# 2254 WET#200 0.075 374.9 4.0 0-10 C o SPLIT PAN WT.: 407.8 PAN 13415 40 MN. SR = 58 .N w � 2538638681 P.006 A /� HD Fowler Company-IFL33MML 9 �J 2 4-4,4 0' 1 D 1! • MECHANICAL JOINT C 153 DUCTILE IRON • Tyler/Union �� � FS Sims 3"t!w 12"Ut listed For Fig Moro Espipsrwt SAMPlif SPECWICAT10H5 3'THRU 24•MECHANICAL JOINT DUCTILE IRON FITTINGS shall 6e produced in Ilx " USA in occordonce with all applicable terms ,. and provisions of ANWAWWA C153/ A21.53 and ANSI/AW1NA C1 11/A21.1 1- r NOTE Fillings ore oeFnent-lined and seol- coated in accordena with ANSI/AWWA t it-- C104/A21-4;also avoiloble double cemer+t- o v 4.. lined or bore.See list price sfwel for de+aili. ' L� 1 D C F A ■f JOINT DMANSIONS IN MCHES DOLTS bias A Ois, B C Mo. 0 Oki. F Diu. J Din. K'01a. Ks DIa l M S 1 X Die. Sim No.-- 3 3.96 2.SO 4.84 4.94 4.06 619 7.62 7.69 .58 .62 .39 33 '/. '/sx3 4 4 4.60 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .7S .39 .34 '/s '/4a3'/: 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .A3 .36 '/. '/a3'/s 6 9 9.OS 2.50 10.17 10.27 9A S 11.75 12.31 13-37 .66 1.00 AS .38 '/s %x3'/s 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 '/► 1/.0/2 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.86 .73 1.00 .49 A2 7/s '/AK3'/3 8 14 15.30 3.50 16..40 16.54 15.44 18.75 20.31 20.2.5 .79 1.25 .56 .47 7/4 '/4x4 10 14 17.40 1.50 1" 19.64 17.54 21.00 22.56 22.50 .85 111 47 .50 '/s 'lout 12 18 19-50 3-30 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 '/s 'JA 4 12 20- 21.60 3.50 22.70 22.84 2).74 25.50 27.06 27.08 1.02 T.44 .69 .57 '!r 4/sx4 14 24 25.80 3.50 26.90 27.04 25.94 30." 11.58 31.50 1.02 1.56 .75 .61 '/s '/.x4'/2 16 BENDS NLA \ aR 19 -- A T Y R �q.)T �`p T,�,,p� 90°Bends(114( 45°Beads(118) 221/=Deeds 111161 11 /4:11/32) DiFeeFuians Dimenqons Dimensions Dimensions Sire T A R w.iBM a _ R weigh► A R Wai�M A R W010 t 3 .34 4.5 4.0 20 2.00 3.62 16 1.50 4,98 15 1.25 7.62 15 4 .33 5.0 4S 26 2.49 4.81 22 1.92 6.6E 21 1.55 10.70 20 6 .37 6-5 6.0 48 3.50 7.25 40 2.59 10.50 37 1.81 13.2E 33 8 .39 7.3 7.0 68 4.00 8.44 59 2.8S 11.90 51 2.06 15.80 48 10 .41 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61 12 A3 10.5 10-0 141 5.99 13.2.5 109 3.86 16.90 90 Z56 20.90 79 14 .51 12.0 1 1.5 220 5.50 '2.06 164 3.93 17.25 148 2.59 2115 133 16 42 13.0 12.5 2" 5.91 73.25 202 3.98 17.50 179 2.62 21.30 159 18 .59 15.5 14.0 410 7.50 14.50 326 7.50 30.19 292 7.50 60.94 320 20 .60 17.0 15.5 505 8.00 16.88 368 8s0 35.19 364 9.50 71.07 3" 24 .62 20.0 18.5 695 9.00 `0.12 481 9.00 37.69 481 9.00 76.12 457 Tyler Pipe/UtlAt as DivisMn-P O.9cx 2027.Tyler.Texas 75710-(903)882-5511 Union Foundry Company•P 0 Bo),309-Annraton,Alabama 36202-(205)236-7601 5-24-99 2538638681 P.00.0.07 ,L / HD Fowler Company-IFX32MMFFL DMcm IROM lZ 110 RMISED FFMNGS SAMPLE SWWWANION Flanged fittings,2"through 30"%hall be manufactured in the USA of Ductile Iron in accordance with all applicable terms and provWaatcof slondards ANSI/AWWA Cl I01A21.10(current revision).All Duane Iran flangad fittings shall be rand for water pressure of 250 PSI. Note: Fittings are cement-fined and sealcoaled in accordance with ANSUAWWA C104/A21.4 RANGE DETAILS T Noeuwol Die.of Ft 0 Pips Sir" flenp belt Thic#ness UNtlele Nile er AeNOia. 0 fj Inch 0.6. chill T 0kawailer of SON& "a WV&S f3.C. 2 6 4.75 .62 .75 4 $/ax 211, 7JI 3 7.5 6 .73 .75 4 Sfax 2% 4 9 7.5 .94 .75 8 s/a x 3 d 6 11 9.5 1.00 .475 $ a/ax 31/2 8 ITS 11.75 1.12 .875 8 114 x 3'/, ' 10 le 14.2S 1.19 1.00 12 r/tx 4 1 12 19 17 1.25 1.00 12 7/a x 4 0.D 14 21 16.75 1.38 1.125 12 1 x 41/, 16 23.3 21.25 1.44 1.125 16 1 x 4'/, 18 2S 22.7S 1.56 1.23 16 1'/ax 5 T 20 275 25 1.69 1.25 20 1'/ax S T 21 32 29.5 1." 1.373 20 1'/4x S'/t i 30 38.75 36 2.12 1.375 28 1'/,x 6'/s 'NOTE:Drilling templales are in multiples of four,so that fillings may be made to face Note: No flange joint in any quaver.Boll holes shall straddle the center fine. material furnished, '.- Oy W T BENDS 2", 3" 4",6",S" 10", 12", 14" 16", 1$* 20",24" Note: Base Bends are on Page 5 and 6, re Jucing and long radius 90 bends are on page-S:. A"1 4 A A 90•Bends It 450 hands(1/6) 22'/S Bends 11/Ibl 11'/.•liertds(1/32) Dfereeaipns Diman.tions Dlmsnslens Dimoeaiena Sias a A WeieM R A Weight R A t#r.& R A t+ltsloht 2 3.0 4.5 14 3 4 5.3 25 3.62 2 20 7.56 3 20 15.25 3 20 4 4.S 6.5 48 4.81 4 42 10.06 4 40 20.31 4 40 6 6 8 74 7.25 5 bb 1S." S 64 30.5 S SS 8 7 9 118 8.4A .5.5 105 17.62 5.5 90 35.5 5.S 90 10 9 11 190 10.88 4S I S4 22.62 6S 130 45.69 6.3 1" 12 10 12 275 1325 7 3 195 27.67 7.5 231 55.01 7.5 )95 14 lies 14 330 12.06 7.5 245 25.12 7.5 230 $0.73 7.5 245 16 12.S 1S 430 13.25 315 27.62 8 315 55.81 8 315 18 14 16.S $30 143 84 375 30.19 8S 325 00.94 SJ 305 20 15.5 18 6" 16.80 9.5 595 35.19 9.5 SOS 71.06 9.5 505 24 18.S 22 1085 18.12 11 130 37.69 11 735 76.12 11 760 30 21.5 25 1755 27.7$ 1:. 1335 1385 116.75 15 1395 ANSUAA WA-1101A21.10,ANSHAWWA C1111A21.11 2 Tyler PipefUtilitieS Divisioo,.P.O.Box 2027-Tyler.Texas 7571 D"(903)882-5511 4-12-W 2538638681 F.008 }� ROMAC February 15.2004 INDUSTRIES, INC. Romac Style "LCT"TM 1-800-426-9341 55r.u, Manhole Adapter Gasket Cn Gasket:Virgin SBA per o ASTM D 2000 M2AA 60, 0 compounded for water and -� sewer service. to Use:The gasket is designed x to be used on PVC sewer .1,�W i pipe when grouting into a " concrete manhole wall. cc "LCT"Gasket cross section Manhole Adapter Gasket NOMINAL CATALOG NUMBER SIZED FOR SDR APPROXIMATE PIPE SIZE 35 PIPE O D.s WEIGHT(fin.) LIST PRICE 4° 4" LCT Adapter Gasket 4.215 .25# $15.32 6" 6"LCT Adapter Gasket 6.275 .38# 16.64 811 8" LCT.Adapter Gasket 8.4 .50# 18.72 1010 10"LCT Adapter Gasket 10.5 .58 20.28 12 12' LCT Adapter Gasket 12.5 .75# 24.84 15" 15-LCT Adapter Gasket 15.3 .81 # 23.57 18"LCT Adapter Gasket 18.7 1 # 27.33 21" 21" LCT Adapter Gasket 22.05 1 # 32.64 24" 24"LCT Adapter Gasket 24.8 1# 36.49 - 27" 27" LCT Adapter Gasket 27.96 10 38.56 ' To Order: Specify catalog number. Other sizes available;please specify pipe O.D. Price on applicatign.Example:,For 6.28 O.Q.,order 6"LCT MJ x SDR35 Transition :F Gasket (PVC Sewer) = GaSket:Virgin SBR per ASTM D 2000 o MBA 710, compounded for water and c sewer service.Other compounds avail- __ able on request. '''� MJ x SDR35 V Transition Use:The gasket is designed to be used �.-t=_ � Gasket CL to in cast iron mechanical Joint fittings for adapting to PVC sewer pipe. NOMINAL, CATALOG NUMBER APPROXIMATE LIST PRICE PIPE SIZE WEIGH'i Ibs_ 4" 4"MJ x SDR35 Transition Gasket 0.50 $12.75 6" 6"MJ x SDR35 Transition Gasket 0.7# 14,11 $" 8"MJ x SDR35 Transition Gasket 1.0# 16.37 101, 10"MJ x SDR35 Transition Gasket 1.0# 27.27 2" 12'MJ x SDR35 Transition Gasket 2.0 a 34 S1 To Order: Specify catalog number. Larger Sizes Available- P.O-A. TOTAL P.Ot9e MAY-31-2005 15:42 P.02/03 HD FoWer Company-FElOM66 FLEXIBLE COUPLINGS for sewer, drain, waste cr vent piping. The industry's most complete 6*of couplings allows any two pipes— regardkms of size or matcoaL--.to be connected quickly and easily. All Fernco clamps. nciuchng the bend,crew and how-rig,are made from Series 300 -., Stainless Steel They are corrosion. resistant snd rustproof.Additional band slots have been added for greater flexibility snd the bands are epeciaily des-gned for greater sealing effic.ency, Femco couplings flex with earth reovem±nl meintam-ng integrity of seat 1111111111 No spec-al tools needed.Inst311s easily with screwdriver or 5/16'(7-93mm)nut onver o, socket(to 60'lbs.torque) Femco Flexible Couplings are ar,weter ens Tested Design smoke tested from A:aska to Puerto Rico, and they've proven themselves in even rfie helps you make the right connection. most demanding of applications and • ' conditions.Because Femco Couphng; tamed a reputation for consistent.superior performance you can have full confidence Specially formulated PVC ,n their away and reliability compound positively seals alAy Sewer and drain Fernco makes fast defivery of stock items connection. with no minimum order required.For'special applrcahons,our custom design service Can supply couplings to iridividuat customer positive seal Connects pipes of requ;rements. against rrifiltraton sarrte or different and exfiltratlon sizes and metenalg Femco Flexible Couplings and Doruts are gwckly and easily widely recognized throughout the industry Leakprrwf, for high quatdy--backed by over three ruotproof Stsinlesc steel decades of proven performance. clamps are corro- Conforms to lion-resistant and Senes 316 Stainless Steel Clamps are applicable parts of rustproof available upon request.Please convect ASnvt sC443. Femco Customer Service Department C425.C%4. D1869.C1173. 11111llNWAIMM/E111III MAY-31-2005 15:43 P.03iO3 gz-io (D Fowler Company-FE 105666 S� n U.S. 1-800-521-1283 COUPLINGS Part Number Chart Fits All Of These Drain Pipe Materials. Adapt To These Outside Pipe Diameters Material Outside Pipe Diameter Cast Iron S61 Pipe 1-1/4 1 '.0 7.. a" 4' •Extra Heavy(XH) (32mn:) (380.n) t5011 n) (7&f.rb) 11 D:nu •SOrvrCe We,9ht(SV) Cast Iron •No Hub(NH) Extra Heavy - -- 2.38 3 SD 4 60 Steel Pipe. Schedule 40 Se,vK:,�WN)II 2 80 ,30 r No Hub 1.90 2 3' 331. %-N8 Copper Pipe, Lead Pipe. Plastic Pipe Plast,c ABS/PVC. •ABS/PVC.DWV(Schedule 40) (OWV Srta:eAd._4Q) 1 8Fi0 1401 7,375 3 500 S00 •ABS/PVC,Schedute 30(Thm WaR) P,asnc.Sewr •ABS/PVC.STYRENE.Sewer B Drain ASTM 2729 S Oran - - 3 2ti0 <.2'.5 •PVC Seaver dDran ASTM 3034 8 SDR 35 Comer 1 :!75 1 h2ti 2 175 3 125 e.I?5 •PVC Sewer b Dram ASTM M33 a 5DR 41 Steel 1 660 . 000 2 3;s 3 s:w 4..soo Lead 1.$28 1 b- 2354 3.250 4.,250 Pipe Clay CayYo Clay To Concrete r-o'-C'C-.0 To Asb•;sto• Asbestos Pipe Size To Cast Won Aubcrmi, To Cast Iron Cement Fd7re C�:nr.n F,lrt• SIZE Clay O,Nstc Cement F,bre Concrete Or Plat r, Or r)ocClt Or Out ac Cast iron Pl",t c Coppc• Or Dvcole.I,on ko„To Iron To Steel 0r LEod to Gas: ros i Cas•Iran A�,W;tw P'estic.Copper.Steel of Leaid a pla,;t,C Cement Fibre O'D„ctjt 1056.125 1056.15C/125 1.1/2 k.-1)4 UL32mnJ • FW) 1056 150 7 x 1+r+ 1e.ae,..,1 AU 105&215 7.1112 rtooe,.,T1 1056.22 not3 li,,,1 101)2.43 100643 11051-43 1058315 •., ;.i no.101 n.0 tool-aa 1002-a4 1003.44 f 004 a t t 006 a4 10S I as 1 USS as t U56 32 „t;,y1„ 647,1atu•J 1001-54 1002-54 •1003.54 t05tSa •toss-5a 1056.33 3tc;7e••,•) s s'-1 u•I 1 Do, 55 t 002 55 1003 55 1051 55 1055.55 1056 4 i g u:. •„ 1001-64 1 1100384 '100484 100884 705164 t055.64 1056a2 b+oa.ur. .r 1001-ti5 1002-G5 003-65 1D0665 105165 IOSSR5 505643 a'sara..N 1001-66 1002-M 1003-66 10041W 1006." 1051-66 t055.66 1056-" 4rc1 .lm+� iio'.ur+�1 1003-85 't45&53 ai.n;; e.6 1001.36 1002-88 •1009.88 •1004.86 '1006.86 '1051. y,a t1m.n71,.,•) 86 �1055'86 1058Sa t2r•.0.,nr.a n.e 1001 as i 002.N 1003 88 1004.86 1006-H 1051 i38 10,588 105655 •.30,:•0.i:.T1 '1001•t08 •1002-10-B •1003-10-8 'IO04-10-8 11006-10-8 '1051-IM '1055-10-8 '1056-63 is.e..m 1001.1010 1CO21010 '1003-t010 004-IC-tO 1006-tOtO OSt-'C10 1055.I 10 1056Ga �':,:,,,,,.,4 •1001-1210 •1002.1210 '1003-1210 1004-1210 'tOO6-1210 '1OS1-1210 'toss-1210 t(f5685 AF,hI'rl t0O1.t2t2 1002-1212 1003.1212 1004-1212 10061212 051 '212 10551212 10%6+1 tmi12 fr•vN '1001-1512 '1002.1512 '1003-1512 '10S&SA py`•,�,,,„„1 1Q01 1515 1002 1515 1004-1515 1006 1575 1056 8G ' is t at •,) 1003-1516 1051 1615 t055-1615 fOS&88 ajajN mH) .°,,•m1 1001 1818 7 00Z 1810 -1003 1818 1004 18 i 8 *W0G-1816 1051 :8 8 355 18 8 056-1 C-b r.x � )001-2121 '1002.2121 1004-2121 -1006-212, IOS61010 1riciQ,a,�,w irg9aA9�1 1001.2424 '1002-2421 loos-2424 '10062a2a 1056-171^ Zv.n 1001-2727 '1002-2727 1004-2727 'J OM2727 105&1212 ;:io.1nD,,,�.t 1056 1512 s 119,.301:.:0 Othcr see&material combinations available upon request. 105&1515 s,1s U81DA+nvn1 ',Supplied with reducer. For conucc:cions with hub.bell or sockets,see donuts on pages 15-t6- u< y 0M %.1818 A•M 1a57,a51mm1 E212' 105&2424 7•'sa llllllll,/I//1I/I ,IIII///llllllll 1 O56 272 r "„teoa m •v • TOTAL P.03 2538638681 P.003 HD Fowlor Company- HPSl.10.85 BZ* 11 Oki o(1 Hancor,Inc.Drainage Handbook Specifications • 1-2 .1••�► HANCOR BLUE SEAL" WIPE SPECIFICATIONS Scope This specification describes 12- through 60-inch (300 to 1500 mm) Hancor BLUE SEAL pipe pipe for use in gravity flow applications. Pipe Requirements BLUE SEAL7M pipe shall have a smooth interior and annular exterior corrugations. 12- through 48-inch (300 to 1200 mm) shall meet AASHTO M294, Type S. • 60-inch (1500 mm) shall meet AASHTO MP 7, Type S. Manning's "n" value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the ELUL SEALT" joint meeting the requirements of AASHTO M294, or AASHTO MP7. 12- through 60-inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM Di 149 after 72 hour exposure in 50 PPHM ozone at 1040 Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 36- through 60-inch (900 to 1500 mm) diameters shall have a reinforced bell & spigot including a bell tolerance device and an axial reinforcing bridge plate between the bell and the first external corrugation. The bell, bridging. and expansion resistance rings shall be covered with a protective ' wrap.The gasket corrugation shall be reinforced with a closed cell structural foam core. fittings Fittings shah conform to AASHTO M294 or AASIiTO MP7. Fabricated fittings shall be welded at all accessible interior and exterior junctions. Material Properties Pipe and fitting material shall be high-density polyethylene meeting ASTM D3350 minimum cell classification 335420C. The closed cell structural core must have a density no less than 6 Ibs/ft3 and compressive strength no less than 20 Ibslin2. Installation Installation shall be in accordance with ASTM D2321, with the exception that minimum cover in trafficked areas for 12- through 48-inch (300 to 1200 mm) diameters shall be 1 ft. (0.3 m) and for 60-inch(1500 mm)diameter, the minimum cover shall be 1.5 ft. (0.5 m). Pipe Dimensions Nominal Diameter In rnm 12 1s is 24 30 39 42 48 60 Ripe 1.0. in. m 300 375 (450 600 750 900 1050 1200 1600 14.2 17.7 21.5 28A MID 41.4 48.0 55.0 67.3 PI O.D..In mm 36i JSc` 546)_ 721 011 10S2 (1 1709 15.4 128 23.9 29.9 37.9 43.6 50.8 57.4 73.7 FlnreO.O. In mm 391 4% 637 759 (963) (1107 1290 1458 1872 2A 7.4 t 10 A 40 ce 3.8 SA 78 Pitcn 0, 51 _(61) ,7G1 _ _ _ �.._.' (1Q2)__ t02 11>) U7 v7 198 Apptpr Woyht, 70 100 136 _i20 330 400 500 597 881 1or20 tt stick 9(gm_ n2) W (SB) (10(Y) (150) 4182) (227) {2tif)) i3t5) 0 Hancor,Inc.,1unc,2001 CADIVIAN AGGREGATE TEST RESULTS GRAVEL BORROW A-511 BLACK DIA«OND 5*ve �M-14.vrr. AOCC +. A UM V. zno Hoglow Sill RET.4,rht ,i P. DATE: 5f2N2005 T1RIE: 0930 4" 0.00 0.0 100.0 100 MINUS t#4 SPLIT SOURCE: A-511 BLACK DIAMOND 2" 0.00 0.0 106.0 75-100 � SAMPLED BY: i 1 1i4" 272.00 1.5 99.5 TESTED BY: `i 1" 1180.00 6.5 93.5 R10 0.0 �0.0 100.0 P CONMIENTS: 3.4" 3019.001 16.7 83.3 1 #40 235.4 61.7 38.3 1r'2" 581L00 32.1 679 '%kET##200 342.0 89.6 10.4 F' 3.8" 6946.00 38.3 61.7DRY 381.8 -� } 1'4" 7400.00 40.9 59.1 _ R4 7718.00 42.6 57.4 SD-80 NSDOT 9-03.19 #10 263.5 66.0 34.0 3 Product 0 4051 #40 498.9 87.0 13.0 0-30 J- SPLIT SAMPLE DRY W 1'.= 6453 WF-T#200 605.5 96.5 3.5 0-7 ""L'1 19114.00 S.E.= 62 5 min. ar 0' v � N 0 05/31/2005 TUE 14:45 FAX 425&614046 CAMN INC. Z005/006 Aggregate Source Approval Report Page 1 of 2 01 # 13 iz} WSDQT MATERIALS LAB 01/19/2005 • Aggregate Source A Qvtrt� S�O.IIf Approval Report Owner; Aggregate Sourcc: QS-0-336 Leased: ('adman,Inc. Known as: High Rock Located in: W1/2 NW1/4.Sectlon 19 T27N R7E County: Snohotrnsn Remarks: Pit Run Materials. Prior to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be performed to determine if the material does in fact rneet specification for the intended use: Ba0fill for Rock Wall Backfrll for Sand Drains Bedding Material for Rigid Pipe Bedding Materfal forThermopt3stic Pipe Blending Sand Foundation Material for Classes A.8 or C Gravel BwAfM for Brains and Drywalls Gravel BaCkfilt for Foundation Class 8 Gravel Backfin for Pipe Zone Bedding Gravel Backfdl for Watts Gravel Borrow Send Drainage Blanket seteet or Common Borrow No Preliminary Tests are required to be perrormtrd by the State Materials Lab Gravel Base. Test Date: Expiration Date: Drainage: R Value: Swell Pressure: Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired.Evaluation and approval of this site as a source of GRAVEL EASE is required prior to use. Mineral Agg.and Swrfacing: Test Date: 07/20/2004 Expiration Date. 07/20/2009 Absorption:1,11 Apparent Sp.G:2 755 Bulk Sp.G.(SSD):2.704 Bulk Sp.G.:2,575 Deg:72 LA:20 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone LIST Crushed Screeninps Cnrshed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gi aval Backfdl for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: Expiration Date: ASR-14 Day: ASR-One Year. CCA Absorption. CCA Sp.G: FCA Absorption: FCA Organics FCA Sp,G: LA: Mortar Strength Petrographic Analysis. Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of AGGREGATES for PCC Is required prior to use. Riprap and Quarry Spalls: Test Date: 07/20/2004 Expiration Date: 07/20/2005 Absorpttoo:1.09 Apparent Sp G.:2.755 Bulk Sp.G.(SSD):2.704 Bulk Sp.G.:2.675 Deg 72 LA.20 Currently approved as a source of apgrerlate for. BaCkrill for Rock Wall Quarry Spalls RrpRap file://C:\DOCLtments%20and%20Seltings\Wall:er\Local%20Sctt ings\Telnpora Ty%201nteme... 5/31/2005 �z# 14 4szti-or Oki VLI }= catch basin products • Catch Basin Type 1 Reinforcing ■ ASTM/WSDOT requirements B D 00 a All components o �� ■ #3 grade 60 reinforcing o 6 Inch Riser ■ 300lbs 36" 32" 12 Inch Riser / 26" 22" ■ 600lbs s" Precast Base ■ Base unit has four-way knock outs provided for pipe entry Y ■ 2150 Ibs W onformity Standards 36"26" 22°\32 Washington State APWA/WSDOT Standard Specifications WSDOT B-1 0 12" 0 Y 34" 30' 26" 22" 4" 0 20" Y 44" 20" 4" �e:drawings not to scale sh^ p Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] / / V 1618 East Main Avenue Fax Line 1 (253)845-0292 www.shopeconerete.com concrete products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 9110 S S.-2y-off manhole products W" Type 2 Precast Catch Basin - WSDOT B-le Flat-top Slab Reinforcing - - - - 4.. min. #4 deformed rebar • Round or rectangular opening 16" max Manhole Wall Reinforcing - -- ■ Minimum 0.120 square inches/linear foot 101/2" 24.1 8" Base Reinforcing • 0.15 square inches/linear foot in both directions • QQ Separated base slab 0.23 square inches/linear - - - 48' - - foot in both directions 1'to 5' Hole or Knock Out Dimensions 12" ■ Maximum hole size is 36 inches --f ■ 8 inches of minimum distance between holes ■ 2 inch diameter lifting holes provide ■ Cored holes available — �onformitY Standards • ASTM C478-97 Manhole ■ ASTM C443 rubber gasket joint 2'to 5' • ASTM D-4101 polypropylene steps and ladders • Washington State APWA/WSDOT Standard T Options Available 6" _F • 2 foot minimum sump 5 - 48" -- 5" • Specialized coatings ■ Custom hatches ■ Kor-N-Seal boots Top Slab Plan View 20" 24" 4 +r 24" ' ; -------f te:drawings not to scale S�Fpe Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] 1618 East Main Avenue Fax Line 1 (253)845-0292 www.shopeconcrete.com cducts Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 z�Y additional manhole items Grade Rings Ring Reinforcing ■ Meets ASTM/WSDOT specifications • #3 Rebar hoop Step Cut Outs ■ 4 inch and 6 inch have step cut outs for easy 24" installation of steps 5„ 614 24" 4„ 5" a • 24" �24" 5" 2„ 5„ i Note:drawings not to scale Sr1 Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] �p e 1618 East Main Avenue Fax Line 1 253 845-0292 concrete roducts ( ) www.shopeconcrete.com p Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 3/ ■� additional manhole items Polypropylene Hanging Ladder OHPOR_4 /0'V Item Details ■ Rail- 9/16 inch round bar, grade 60 • Rung- #4, grade 60 rebar • Lane International Corporation P.O. Box 925 18067 S.W. Lower Boones Ferry Road Tualatin, Oregon 97062 ■ www.laneinternational.com 11 '/2" 151/4" Rail 12" 12" Rung 1:0:r 0 Se:drawings not to scale P Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] r1 S V 1618 East Main Avenue Fax Line 1 (253)845-0292 www.shopeconcrete.com concrete I products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 additional manhole itemsi ■_■ Lane P14 938 Safety Step �CO TPOR.4r/ONAL Forward View -— -— 15" Overhead View 31/4" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6" 0 0 0 0 /00 0 0 000000000000000000000000000 0000000000000000000000000000 Side View #4 grade 60 steel reinforcing bar Note:drawings not to scale n p Shope Enterprises,Inc. (253)848-1551 1-800-422-7560[Toll Free-WA only] S t V 1618 East Main Avenue Fax Line 1 (253)845-0292 www.shopeconcrete.com concrete I products Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 o CADMAN Gravel 8ackfill For Drains A511 BLACK DIAMOND 1" 3/4' f2" )/9' R4 Y9 0200 p. 100.0 90.0 - 70.0 t? L 60.0 a P• 50.0 ' z 4` i U 40.0 - i m 30.0 - 20.0 - 10.0 - 100.0 10.0 1.0 0.1 GRAIN SIZE(no) - - -- U.S.SIGVL- MOrIt CSI;V: ACCU3d.1VT. ACCUM.V- ACU M.!. 1('I ' t)� SIZE Z: m FT FWI: RF.T INED PASSING t•AI1MA U DATE SAMPLED: 1/13/05 1" 25.0 0.0 0.0 100.0 100 tP TIME: 1500 3/4" 19.0 2065.0 11.2 88.8 80-100 SOURCE: A511 BLACK DIAMOND 1/2" 12.5 13075.0 71.1 28,9 .�_ SAMPLED BY: MJ 3/8" 9.5 15695.0 85.3 14.7 10=40 TESTED BY: MJ #4 4.75 17660.0 96.0 410 0-4 Liz N COMMENTS: #8 2.36 18250.0 99,2 0.8 Q p L.A CT )0 #200 0.075 18305.0 1 99.5 0.5 0-2 y� 18396.0,; N u• O Gz7 1`-1 m C � O N O 11 N h \ N c•7 4.7 \ m a\ at7 O