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04/07/99 N 40TH STREET / MEADOW AVENUE N STORM SEWER SYSTEM PAGE 1 204 ACTIVITY LIST ITEM ITEM PTY RSP SCHEDULE SCHEDULE ACTUAL ACTUAL NO DESCRIPTION CDE INI START END START END ---- ------------------------ --- --- -------- -------- -------- -------- 1 SURVEY 04/08/99 04/15/99 2 MOBILIZATION 04/09/99 04/14/99 11 EROSION CONTROL 04/12/99 04/30/99 3 LAKE WASH BLVD CONNECTION 04/13/99 04/13/99 4 STORM SEWER N 40TH 04/13/99 04/30/99 5 STORM SEWER MEADOW AVE 04/26/99 05/12/99 6 ASPHALT PATS H N 40TH 04/28/99 05/05/99 7 ASPHALT PATCH MEADOW AVE 05/08/99 05/14/99 8 SURVEY ASEUILTS 0+5/05/9y Uti �i4;9S 9 RESTORE/CLEAN-UP 05/14/99 05/22/99 10 PROJECT CLOSEOUT 05/24/99 05/28/99 ----------------------------------------------------------------------------- APRIL' 99 MAY' 99 DESCRIPTION : 0 0 1 1 2 2 3 : 0 0 1 1 2 2 3 : . 1 5 0 5 0 5 0 : 1 5 0 5 0 5 1 : •..................... ........+...........++-T+.............. .....++++++++++; :SURVEY I------I - :MOBILIZATION : I----I - :EROSION CONTR: I-----------------I = :LAKE WASH BLV: I :STORM SEWER N: I----------------I : STORM SEWER M: I-----------------I : :ASPHALT PATCH: I--------I :ASPHALT PATCH: I-----I :SURVEY ASBUIL: I--------I :RESTORE/CLEAN: I-------I :PROJECT CLOSE: I---I - •-------------+++++++++++++++++..... ....++++-++++++++++++++++++++++++++++++++; : 0 0 1 1 2 2 3 : 0 0 1 1 2 2 3 : DESCRIPTION : 1 5 0 5 0 5 0 : 1 5 0 5 0 5 1: APRIL'99 MAY'99 ----------------------------------------------------------------------------- I---I - Scheduled date range x===x - Actual date range X - Actual start and end on same day APR-12-1999 09: 19 FROM HARLOW CONSTRUCTION TO 14254307241 P.01 HARLOW CONSTRUCTION COMPANY, INC. I' ' �-�� 3057 SOUNDVIEW COURT C P y GIG HARBOR, WA 98335 (253) 851-2287 FAX 658-4886 ****** S U B M I T T A L ****** Date: APRIL 12, 1999 Job Number: 204 Submittal Number: 002/REVISED TO: CITY OF RENTON PUBLIC WORKS DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98055 ATTENTION: DANIEL CAREY, P.E. PROJECT: NORTH 40TH STREET / MEADOW AVENUE NORTH STORM SEWER PROJECT. SUBJECT: CATCH BASIN FRAME AND GRATES ALSO RING AND COVERS We are sending the following submittal information ENCLOSED/ATTACHED for your REVIEW/COMMENTS/APPROVAL. SECTIONS: BID ITEMS 13, 14 15 16 AND 17 SUPPLIER: SATHER MANUFACTURING CO. , INC. 3330 McDOUGALL AVENUE EVERETT, WA 98201 18 X 24 DUCTILE IRON GRATE WITH CAST IRON FRAME LOCKING 18 X 24 DUCTILE IRON VANED GRATE WITH CAST IRON FRAME LOCKING 6 x 24 ROUND CAST IRON LOCKING FRAME AND COVER APPROVED CAST METAL INLET APPROVED REVISED DRAWINGS FOR THE CATCH BASIN FRAME AND GRATES, THE LOCKING BOLT DOWN IS NOW LOCATED OD THE EDGE OF THE FRAMES. Sincerely, HARLOW CONSTRUCTION tAN , C. Mark M Harlow approval date: comments! .F'EmAr. Lu LLuAll", 4...... ..... c\j IL DF Z7 4. SO , ome a. clo" TO. VS A_ LD nip u U) 1 Wr lAir Tj 7 Yr.F',' 71r Ifir --sari 00 CE Tj 0 GRATE-SIDE vjEw LL EBATION �E & G ING 182-4 RATE 0') LOCKING Dam ....................... ........ T £0'd Id101 LD •r. ,t - t p JA J.°` 66...... \ co r jl,F iJ+!•• O gut lab 77 =C•.",.,• s:'fa°::car i_a >.A'V':' •tl�1- 20'd TVZLO2USZt7T Ol NOIion6iSN00 M016dH W06d OZ:60 666T-ET-Ndd F( Lr HARLOW CONSTRUCTION COMPANY, INC. n'q 3057 SOUNDVIEW COURT GIG HARBOR, WA 98335 (253) 851-2287 FAX - 858-4886 �<, sPa , ****** S U B M I T T A L Date: APRIL 7 , 1999 Job Number: 204 Submittal Number: 002 TO: CITY OF RENTON PUBLIC WORKS DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98055 ATTENTION: DANIEL CAREY, P.E. PROJECT: NORTH 40TH STREET / MEADOW AVENUE NORTH STORM SEWER PROJECT. SUBJECT: CATCH BASIN FRAME AND GRATES ALSO RING AND COVERS We are sending the following submittal information ENCLOSED/ATTACHED for your REVIEW/COMMENTS/APPROVAL. SECTIONS: BID ITEMS 13, 14 15 16 AND 17 SUPPLIER: SATHER MANUFACTURING CO. , INC. 3330 McDOUGALL AVENUE EVERETT, WA 98201 18 X 24 DUCTILE IRON GRATE WITH CAST IRON FRAME LOCKING ip61�n 18 X 24 DUCTILE IRON VANED GRATE WITH CAST IRON FRAME LOCKING 6 x 24 ROUND CAST IRON LOCKING FRAME AND COVER CAST METAL INLET oK Sincerely, HARLOW C CT ON OMPANY, INC. ar o approval date: comments: ,ZOPM .1mmmomman LNUM 16yerzvirror IV 1,Ve TIONA EW G 1 7 7 11 �—Il GRATE- SiDEVIEW EIVATION 1824 GRATE FRAME - LOCKI.NC- , �/'�'�e ��/C /'r/F.. ,�/`�1r� /•/�Jb l;"Wo fl() GWWM 2SS W12; CAP S(aW L T r S TAP iH txAtL 7q NMd ' —,.. �. 1824 VANED GRATE-Top.VIES VAHM GRATE FOR CATCH.BGN - CE ;... . .. .R.,6.: ;k.c•i•J. .t.•wigfiet•�,:�::e�ysA.•f..ta.a. �... t.n- '�Srly'^;1.�1_y.�^"" - .. _ lis. r'•_L i• i Ao . !'• .. ''1 thy` „ � j , •3" FI is �1r7." �►J�- } !,fs13 `t�iF� 1 ,�,_,- r f.." 31 .Jy. ,+• h,3/ _..�'?' - t: c�ft - •� fl�/+ix .ri..,. ,yat 1. Yz K'•1••F:•."��1:.�' .d5 } .Nth �i't• f• J ttV+ !i. tF.4^ti^r'. 4,x: f��M il�ft^1� 5iYt�dllO�iVf. � het +iSf`'h] '.�f4F!4t.X t 4fi��s�!l�'. ?;(ik ' u►u t» Lt_ ' ,r.1 ': :!1FR -t INZ P Y7.1 a. i. ,lw Eli IN A-A Ircri Lod* W •WWJC�AM A42 r-,35 kE and lcp":1 fm 13 RC bola twoo to i2osand 1 l oz Mdm 6024R LOCKING COVER 34 ve MANUFA(WRING COMPANY, IHC. 33K AE a Evatt,WA 9m) C206)259-5133 )-,,c ���' �/V 3= 7777, _ ,. �..:,• -` ';s.,� ''scat;'>i.�':`f:.�••'�.. . •�� ;'�', - .-...�_..NSA• :��'�a:" •._c.. � a t Ali — —� C - +�-:..�.«.:; _ '•' .;:;r:•.K;�r:.f. :,: aZ �: i.: •4 _ N_ PLAN Of OV7UT CASTIN3 f I a vr' PL RN OF �'RAfiIIE 'i. •`` - RW ir tv 116. SEMON C-C 3CG41p1w:�;�: ....•,. ~_ kit _ I NlIE•' God I Me' V �::•'> '� '`•tisa qu 16 t Vt. V8'R FlogV6-R 1... r, 't; :;.'a:i :}•�`A DETAIL. G Wk.`d . -��9�'•���''���' •fir• CAS T ME 7TAL ;fii I FT; 33"MctstMAtt AVE, tVtpEfil� y'f1151filtfitiiV� 4�H�1 •.; . .•.; >;- C� v HARLOW CONSTRUCTION COMPANY, INC. 3057 SOUNDVIEW COURT GIG HARBOR, WA 98335 (253) 851-2287 FAX - 858-4886 ****** S U B M I T T A L ****** Date: APRIL 7 , 1999 Job Number: 204 Submittal Number: 003 TO: CITY OF RENTON PUBLIC WORKS DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98055 ATTENTION: DANIEL CAREY, P.E. PROJECT: NORTH 40TH STREET / MEADOW AVENUE NORTH STORM SEWER PROJECT. SUBJECT: STORM SEWER PIPE AND MISC PVC PIPE We are sending the following submittal information ENCLOSED/ATTACHED for your REVIEW/COMMENTS/APPROVAL. SECTIONS: BID ITEMS 6, 7 , 8 , 18 AND 23 SUPPLIER: U. S. FILTER/DISTRIBUTION GROUP P. O. BOX 1264 PUYALLUP, WA 98371-0237 ADS SERIES 65 WATERTIGHT JOINTS BID ITEMS 6 & 7 J-M: PVC PIPE BID ITEM 23 0`'C' PACIFIC STATES CL 52 DI PIPE BID ITEM 8 & 18 IPEX: PVC PIPE BID ITEM D VC' . y/s nt�d�� JClkrn23) A-m-, t, Sincerely, P L HARLOW CON T OMPANY, INC. acctef Mar Ha low approval date: comments: Joint types and capabilities Pro-Link St Pro-Link ULTRA Pro-Link NV Y"""' Series-95 Series-85 ry ' *Standard ADS N-12 split *Bell and Spigot pipe joint *Series-35 coupler *Gasket meeting ASTM F 477 *Pressure testable joints *Available for pipe 3"to 42" *Joint-pressure rated(modified *Thermal-molded PVC double bell *Used on AASHTO M-252& ASTM D 3212 to 3.5 psi water) coupler with ASTM F 477 M294 Type C and S pipe *Single installation—no gaskets *Wraps around pipe and fits additional work to install split *Bell&spigot configuration into external corrugations couplings *ASTM D 3212 qualified at *Easy to install Closes with *Requires lube to install > 10 psi. cable ties *Pipe is manufactured to meet *Joint lube required to install *Premium split coupling AASHTO M 294 Type S *Available 4"through 10" *Same as standard in all *Used where a more stringent *Pipe is manufactured to meet respects soil tight or non-testable water AASHTO M 252 Type S *gaskets are installed inside of tight joint is required *WSDOT/APWA approved for the coupling for a more testable systems secure soil tight leak resistant ***TESTPG*** *Used where a Sanitary Sewer joint Quality joint is necessary per the *Available for sizes 12" *Prinran,Field Test— Visual design engineer through 42" Alternate-ladditional if required Mandrel or TV ***TESTING*** ***TESTLNG*** ***Not to be field tested other than the procedures indicated. *Field test<5psi *Primary field testis Visual. Mandrel or TV. ASTA1 F 1.117 Alternateladditional if required WSDOT section 7-04.3(1) Mandrel or TV - — *Series-65 *Pressure testable joints *Thermal-molded PE welded on bell coupler *ASTM F 477 gaskets *ASTM D 3212 qualified at > 10 psi. *Joint lube required to install *Available 12"through 48" *Pipe manufactured to meet AASHTO M 294 Type S *WSDOT/APWA approved for testable systems(See WSDOT QPL) *Used where a Sanitary Sewer Quality joint is necessary per the design engineer ***TESTING*** *Field test<Spsi ASTM F 1417 JVSDOT section 7-04.3(1) Issued: December 14,1998 ADVANCED DRAINAGE SYSTEMS, INC. Watertight Joint Testing Reference Issued: December 14, 1998 ADS Laboratory Primary Alternate Suitable Product Certification Field Test Field Test Applications 4"thru 10" ASTM D 3212 Visual Inspection *ASTM F 1417 or WSDOT Sanitary Sewer Series-35 10 psi water 7-04.3(1) - (3.5 psi field test) *Alternate Test ASTM C 969 Testable Watertight performance 12"thru 48" ASTM D 3212 Visual Inspection *ASTM F 1417 or WSDOT Sanitary Sewer Pro-Link WTr 10 psi water 7-04.3(1) — (3.5 psi field test) Series-65 *Alternate test ASTM C969 Testable Watertight performance 12"thru 42" ASTM D 32120, Visual inspection Mandrel/TV Soil tight/watertight Pro-Link ULTRATM 3.5 psi water Non-testable situations Series-85ib Pressure Rated Joint e ASTM D 3212: Standard Specification for"Joints for Drain and Sewer Plastic Pipes using Flexible Elastomeric Seals" *Laboratory test designed to demonstrate a given joint design is suitable for sanitary sewer use.—Not to be used as a field test. Only joints that pass the full/complete ASTM D 3212(not modified)are considered to be acceptable to WSDOT for testable/watertight Storm Sewer jointed pipe per section 7-04 of the Standard Specifications. (1) The Series-85 passes a modified ASTM D3212 test and is considered a pressure rated joint.It is not a Low-Pressure air testable joint. The only field tests applicable to Series-85(Pro-Link ULTRA)pipe other than a visual inspection are a TV inspection or a Mandrel test. ASTM F 1417: Standard Test Method for"Installation Acceptance of Plastic Gravity Sewer lines Using Low-Pressure Air" *Air test used to verify proper installation of plastic sanitary sewer pipe—Field test for ASTM D 3212 qualified pipe. ASTM C 969: Standard Practice for:"Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines" *Field test for concrete pipe specifying leakage allowance of 200 gallons/inch diameter/mile/day. La1�'F' i .s J� b 4? � 1 } 'r� �.a Y,<k ;� `:�;" '? S � ���r. *� Y �1"iw r e i e vr�ny Q•!•�i,( t`j LU .� C) Z�• t ttfS ° 1'`i"V.:y.al .x..?1;7- 77a.�4'Nrta� s��6pA r 1 ,s t �F f ii c�'vR Y,k 4.1 IN n , .�yn Shortform, Specification Scope Drop Impact Test Joint Tightness This specification Pipe (6"long section)shall Two sections of pipe shall be designates general be subjected to impact from assembled in accordance requirements for a free.falling tup(20-lb.Tup with the manufacturer's unplasticized polyvinyl A.) in accordance with recommendation.Joint shall chloride (PVC) Plastic ASTM Method of Test be tested in accordance with Gravity Sewer Pipe with D2444. No shattering or ASTM D3212, "Joints for integral wall bell and spigot splitting (denting is not a Drain and Sewer Plastic joints for the conveyance of failure)shall be evident Pipe Using Flexible domestic sewage. when the following energy is Elastomeric Seals." impacted: Materials Flattening Pipe and fittings shall meet Nominal Size There shall be no evidence the requirements of ASTM Inches Ft.-Lbs. of splitting,cracking,or Specification D3034 for breaking when the pipe is 4"-15" SDR 35 and F679 for 6 210 tested as follows: 18"-27". The pipe shall be colored green for in-ground 8 210 Flatten specimen of pipe, six identification as sewer pipe. 10 220 inches long between parallel * 2 220 plates in a suitable press 1 18 220 until the distance between the plates is forty percent of ' 21 220 the outside diameter of the Pipe Pipe shall be suitable for 27 220 pipe.The rate of loading shall be uniform and such use as a gravity sewer that the compression conduit. Provisions must be t o five made for contraction and Fittings completed within two t expansion at each joint with All fittings and accessories minutes. a rubber ring. The bell shall shall be as manufactured Gaskets consist of an integral wall and furnished by the pipe section with a solid supplier or approved equal elastMaterial used for cross-section rubber ring, and have bell and/or spigot onjoi is shall seal in push- factory assembled, securely configurations compatible re joints shall meet the locked in place to prevent with that of the pipe. requirements of ASTM displacement during Specification F 477. assembly. Sizes and Temperature for Testing dimensions shall be as Pipe shall be designed to Installation shown in this specification. pass all tests at 730F Product should be Standard laying lengths (±30F). installed in accordance shall be 20 ft.and 13 ft. with J-M Publication ±1 inch.At manufacturer's Pipe Stiffness TR-614B,"Green-TiteTI PVC option, random lengths of Minimum "pipe Stiffness" Gravity Sewer Pipe not more than 15%of total (F/,L y) at 5%deflection Installation Guide." footage of each size may shall be 46 psi for all sizes be shipped in lieu of when tested in accordance standard lengths. with ASTM Method of Test D2412, "External Loading Properties of Plastic Pipe by Parallel-Plate Loading." 10 Sizes, ,Dimens ons and Weights Bell and Spigot Assembly(Inches) Assembly Stripe D9 T DO Dg O.D. TPipe Pipe Details Bell Details Approx. Size Average Min. Wall Approx. Weight Inches O.D. Thickness "T" D5 D8 D9 N Lbs./Ft. 4 4.215 0.120 4.250 4.240 5.20 2.90 1.05 6 6.275 0.180 6.318 6.308 7.50 3.50 2.36 8 8.400 0.240 8.460 8.440 10.10 4.10 4.24 10 10.500 0.300 10.570 10.548 12.40 4.70 6.64 `i2�)12 12.500 0.360 12.577 12.554 14.50 5.15 9.50 15 15.300 0.437 15.380 15.362 18.00 5.40 14.14 - !} 18 18.701 0.536 18.764 18.764 21.98 5.90 21.43 21 22.047 0.632 22.110 22.110 25.63 6.40 29.88 N D9 T Ds Ds O.D. T AV -AV Pipe Size Min. Wall Approx. Approx. Wt. Inches Ave. O.D. Thickness "T" D5 D8 D9 N Lbs./Ft. 24" 24.803 0.711 25.04 24.99 28.80 11.25 38.96 27" 27.953 0.801 28.72 28.17 32.50 12.75 49.47 11 • , I 1 ^ ...y.i .Y}' - - ,� _ Try •- .,1+7�"2...c- � � I - t NOMINAL THICKNESS FOR STANDARD PRESSURE CLASSES OF DUCTILE IRON PIPE � 77 _ i --^�---d-r =•tr�•�----,• ��� ` n TYT O N JOINT' P I?t ,-i ✓°�"'Y" - -Yw.- 3� i.f.� 1 ''1 Zv'G t'h r •_ .# '. -Es 3- .• '1 "S' tic y'�" ,- •i-v �^- .� -_ , 1 ,.as,_..a�.-tom,"'L3 yob'^=1 •�1 9 "6`��.'' �•-' _ `t 1 "`. ..� a f omma la�mg length- 1 3.96 4.80 0.25•a FASTITE' JOINT PIPE 6.90 - - - - 025" s-zes 30'-36' 9.05 - - - - ' 0.25" e'a x ► 11.10 0.26 B omnail laying I f,' v 1320 - - - - "0.23 _ � N z length' 15.30 - I - 0.28 0.30 0.31 17.40 - - 0.30 r -- 19.50 t 21.60 0.37- 0.40 75 �M• . . _ st' � ... i: A. 1 ,.. 32.00 034 0.38 0,42 0.45 0.49 _ +� 38.30 038 0.42 0:47 0.51 056 ' Pressure Classes are defined as the rated water pressure of the pipe in psi.The thicknesses •25 .40 3.96 :'5.80 r' 3.00 shown are adequate for the rated water working pressure plus a surge allowance of .25 Al 4.80 '6.86 3.15 100 psi.Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance. .23 A3 6.90 8.75 3.38 •• Calculated thicknesses for these sizes and pressure ratings are less than those shown �� "` ' .25 .45 .,:` 9.05 11.05 3.69 above.Presently these are the lowest nominal thicknesses available in these sizes. .26 °7 11.10 13,15 3.75 NOTE: Per ANSVA\N WA C150/A21.50 the thicknesses above include the 0.08"service allowance and the casting tolerance listed below by size ranges: •28 .49 13.20 15.30 3.75 SIZE(Inches) CASTING TOLERANCES(Inches) .28 51_- 15.30 17.85 `'. 5.00 3-8 -0.05 ? .30 52 17.40 20.00 " 5.00 10-12 -0.06 14-36 -0.07 "` .31 53 19.50 22.10 5.00 .33 54 21.60 24.25 5.00 r, s STANDARD .33 56 25.80 -2850 5.00 DIMENSIONS AND WEIGHTS OF .34 .63 .,: 32.00 sa.9s - 650 3 THROUGH 36" PUSH-ON-JOINT DUCTILE IRON PIPE .38 73 38.30 4137 650 '3"-4"Nominal 20'laying length.-6"Nominal 18'or 20' 8"-36"Nominal 18'laying length. • mom Dimensions subject to manufacturing tolerances. a 350 0.25 _ 3.96 185, 9.2 350 0.25 4.80 27S 11.3 r' 350 ': -025 6.90 300 16.6 STANDARDIZED MECHANICAL JOINT PIPE Joint Dimensions and Weights 350 0.25 9.05 395 - 22.0 350 0.26 11.10 510 28.4 350 0.28 13.20 655 : 36.4 7-, 250 0.28 15.30 770 ; -' 42.9 IU; tIUU :: � 300 030. 15.30 825 45.8 ® r K41, 350 031 1 15.30 .850 47.2 250 0.30' 17.40 940 52.377 300 0.32 17.40 low,:- 55.5 350 0.34 .17.40 1060- 58.8 I 8��- Nom nal lay ng length t 250 0,31 19.50 1090. :1: 60.5 K' J 1 300 0,34 19.50 1185;" 65.9 1 350 0:36 19.50 1250= 65.9 1 250 0.33 -:.-'=a: 21.60 '1290 71.6 ., .,,�:=. ;..:;_..r. z "'*'s'. -•cti -x-�ic.,k ::,;+t y -;' 300 0.36','_ ?: 21.60 1395 77.6 350 0.38 "' 21.60 1470 '' 81.6 200 0.33 25.80 1550 86.1 a 250 '0.37.'' 25.80 1725` 95.8 KRIM 300 0.40""` 25.80 1855: 103.0 350 0.43 :' 25.80 1985' 110.2 1 1$0 0.34`: 32.00 2000 . . 111.2 1.2!6 .41 3.96 2S0 6.19 7.62 7.69 4 s/e 3_. 11 7- 200 0.38<' 32.00 _�;2220; �; 123.2 4.80 zs0 750 -9.06 9.12 a 3/. 3'/� 16 -10 250 0.42 ;' 32.00 x2435:�_� 135.2 6.90 z50 9.50 1f06 11.12 6 '/. 31/z= 18 '16300 0.45 32.00 _2595 c� 144.2 350 0.49 32.00 2810 156.1 9.05 250` 11.75 t331: 13.37 6- 3/, 4 24 25 150 ;t�:0.38 ' " 38.30 2675 i 148.7 .29 ar 11.10 250 14.00 15.62 15.62 a 3/. a-'' 31 30 200 -%�>0.42 38.30 29351,n* 163.1 .31 .49' 13.20 250= 16.2s 117.88 17.88 s 3/4 4 - 37 40 250 0.47- 38.30 3260 s 181.1 .33 .51 15.30 350 18.75 20,25 20.25 10 '/4 4112`- 61 300 ` 0.51 38.30 3520' j 195.5 350 .056` 38.30 3840 ._ 213.4 .34 52 17.40 350 21.00 12231Y 122.50 12 '/. 41ft 74 li 'Tolerance of O.D.of spigot end:3-12 in.,±0.06 in.,14-24 in.,+0.05 in.,-0.08 in., .35 .§3 1950 350 23.25 4:75 24.75 12 '/. 41la" 85 30-36 in.,+0.08 in.,-0.06 in. .36 54 21.60 350 2550 27.00 27.00 14 3/4 4%` 98 85, "".• "Available in 20'lengths. 31.50 16 5 3/. 123 ; 38 56 25.80 3.50 30.00 31:50 ';-- 105` < tlncluding bell;calculated weight of pipe rounded off to nearest 5 lbs. •3"-4"Nominal 20'laying length.-6"nominal 18'or 20' ttlncluding bell;average weight,per foot,based on calculated weight of pipe before 8"-24'Nominal 18'laying length. rounding. Dimensions subject to manufacturing tolerances. joSt ar ,r\pplicable to Duct; _ Iron Pipe and Fitting's '-idmess Design of Ductile Iron Pipe .................ANSI/A%V"V.ACt50/.42150 DINIE:NS ONS AND 11'EIGHTS FOR SP Ci;ll CLASSES Or +uctile Iron Pipe for Water and Other Liquids............ .5Vh' AC151iA21.51 PUSH-ON-JOiNTAND,VtECHANiCAL JOINT DUCTILE IRON PIPE FEDERAL"%VP421 D,Grade C `uctile Iron Pipe for Gravity Flow Service..............ANSVASTM A746 .-_ uctile Iron i r Water and ter Liquids A" atued in accordance with AN ., VI.v Ci iA21.S1 .e-ci o30'thro ..............................ANSI/AWW.4C110/A21.10 Pipe manu f 'uctile Iron Compact Fittings design outlined in AN'S1/AVvVA C i 30i,421.50 3"through 24.................................ANSI/AWWAC153/A21.53 ranged Fittings...................................ANSI/AW`VVAC110/A21.10 ANSI Bib-1 `uctile Iron Pipe with Threaded Flanges ...............ANSI/AWWA C115/21.15 a a i v� a Asphaltic....................................ANSI/AWWAC151/A21.51 oatings and Linings: ANSI/AWWAC110/A21.10 51 :25 3.95 -:'89 9 185 9.4 i1.` 190 9.4 AN51/A�'VWAC153/A21S3 52 ,28 3.96 9.9 9 205.`� 104 -_(-._T1 210 ;:10,4. Cement Lining................................ANSI/AWWAC104/A2IA t 53 .31 3.90 9 '225:- 17 4 ,-11 230 1Various Epoxy Linings and Coatings ............; MANUFACTURER'S STANDARD 54 .34 3.961,;.10.9 11.8 9 245-, 12.2 :t11;e; 245 12 4 r Exterior Polyethylene Encasement .................ANSI/AWWAC105/A21S +. 55 3'. 3.96 ,:12.8 9 j.^_65 13.2 11 265 )ints-PiPa and Fittings 56 .43' 3.96 13.7 9 28S 14.2 1t" 285 14.2 Push-On and.MechanicalRubber-Gasket)oints.......ANSI/AINWAC111/A21.11 51 _26 4.80 11.3 11 235 11.8 116. 240 .; 12.1 FEDERAL VAVP421 D 52 .29 4.80 'i2-6 11 265 13.2 '16- 170 13 Flanged .....................................ANSI/AWWACII5/A21.15 53 32 4.80 .8 11 265 14.4 ;_'76` 290 14.6 ANSI B16.1 54 ,35 4.80 15.0 11 310 156 ;_'96'. 315 Grooved and Shouldered ANSI/AWWAC606 55 38 4.80 -16.1. 11 -`335. 16.6 ;,16 340 iE? 'ipeThreads .....................................ANSI B2.1 ` 56 41 4.80 'i73 11 -355 17.8 16'' 360 18_l -staliation ......................................ANSI/AWWAC600 50 .25. 6.90 ;16.0 1� 305 16.8 18 305 17.0 ' :.28 6.90 ;t7--8 I3 t 335 186 }a 340 18.8 LAYING CONDITIONS r �z 31 6.90 9.6 a ..370. 20.4 18 370 2Q.6 34 6.90 ;21.4 15 400; 22.2 18 405 22.4 54 37 6.90 -23 2 15 435 24.0 18 435 24,2. Type 1 t Type 2 Type 3 Type 4 Type 5 55 .40 6.90 -25.0 5 i 465 25.8 ;18 470 26.0. Flat-bottom Flat-bottom Pipe bedded in Pipe bedded in Pipe bedded in 56 .43 ' 6.90 -26.7 15 493 27.5 18 500 27.7 ; :Tench.*Loose trench.,Backfili 4-in.minimum sand,gravel or compacted granu- 50 27 9.05 22.8 22 430 24.0 24 435 24.1::, backfill. lightly consolida- loose soil.** crushed stone to lar material to 30 9.03 -:252 22 :"475 26.4 `24; 480 26.5 led to centerline Baceiill lightly depth of 1/8 pipe centerline of pipe. 52 33 9.0- =27_7 22 520 28 9 ;24'; 525 29.0 ` of pipe. consolidated to diameter,4-in. Compacted 36 9.00 30.1 22 565" 31.3 ^24 565 3t.4., top of pipe. minimum.Back- ranularor se 54 3_ 9.05 1-J2.S 22 605;, 33.7 24-„ 610 ,33.8, gg 55 `.42 9.05 ;34.8 22 650 36.0 '-24' 630 36.1 fill compacted to lect••material to 56 --45 9.05 37.2 22 690 38.4 2v' 695 38.5 top of pipe.(Ap- top of pipe.(Ap proximately 80% proximately 90% 50 -29 11.10 30.1 29 570 - 31.7 .i:31. 575 �31.8 i Standard Proctor, Standard Proctor, 51 `32 11.10 33.2 29 Ei 625; 34 8 3T.:'. 630 734.9 w AASHTO§T-99.) AASHTO§T-99J 52 =35 11.10 `�36.2 29 :680 37 8 <31 685 37 4 53 38`: 11.10 .392 29 735` 408 �31 735 40.4•_ 54 41 11.10 "42.1 29 =;-785: 43.7 ';r31: 790 43.8, 55 A4 11.10 -45.1' 29 840 467 31 845 46.8 t 56 .47 11.10 48.0 29 895 49.6 31' 895 49.71 \ 50 31 13.20 ,38.4 30 725, 40.3 37 730 <405 51 34 13.20 42.0` 35 790 43.9 37 795 ,. .... . 52 37 13.20 "45.6 35 .855 47.5 �F37 860 47J_s� 53 .40 13.20 -49.2 35 -920. 51.1 37:� 925 =573", 'otes: Sa A3 13.20 :52.8 35 ; 985 54.7 :::37<- 985 54.9 Consideration of the pipe-zone embedment conditions included in this figure may be influenced 55 °A6; 13.20 t56.3 35 1050_: 58.2 '37 1050 ''-58.4" by factors other than pipe strength.For additional information on pipe bedding and backfill,see 56 A9 13.20 "59.9 35 t115 61.8 `-=37-! ills =r62.0"- ANSVM%% %AC600' SO 33 15.30 t47.5 60 =915`_ 508 %61 915 ?50- For nominal pipe sizes 14 in.and larger,consideration should be given to the use of laying 51 -36 15.30 �51.7 60 990 .. 55.0 „6T., 990 59 conditions other than Type 1. 52 39 15.30 '`55-9 60 ;.1065 59.2 • '`. 1065 59. t Flat bottom is defined as undisturbed earth. 53 42 15.30 '60.1 60 -A140,. 63 4 �61 1145 ,635R •• ZI Loose soil or select material is defined as native soil excavated from the trench,free of rocks, 54 .45 15.30 64.1 60 12t5:•. 67 5 6t. 1215 67S 55 .48' 15.30 ;68.4, 60 1290 71.7 61': 1290 foreign materials,and frozen earth. 56 '-51 ' 15.30 `72.5, 60 A365� 75.8 61 1365 § American Association of State Highway and Transportation Officials,444 N.Capitol SL N.W., 50 34 17.40 .'55.8 68 1070 a9 6 :74; 1080 --59.9>,' Suite 225,Washington,DC 20001. 51 37 17.40 ;60.6 68 1.160' 64.4 a,'74'; 1163 -64.7", 52 .40 17.40 :65.4" 68 'iT245 69.2 74,' 1250 ;i•b9.v Mechanical Joint Pipe y x 53 .43 17.40 70.1 68 A330 73.9 4; 1335 74.2 54 .46 17.40 74,9 68 d 415- 78.7 74 1420 79.0'= Maximum Allowable joint Deflection 55 49 17.40 ,:79.7. 68 :1505` 83.5 7:74,, 1510 ;' 3.8 56 .52 17.40 84.4 68 1385 ,88.2 '74-' 1395 50 '35 1950 '64.4 78 1235 68.7 85 1245 69-T-; 51 35 19.50 ?693 78 ,'1335- 7 4 1 �85' 13450 74.5 r 52 Al 1950 75.2 78 1430 ; 9 r85. 1440 Z9.9 '- '35' x r 140• 53 '-44 19.30 80.6 78 1330 84.9 85 1535 85.3 8-18' ^k+`x %35� 140• t 54 .47 19.50 86.0 78 1625"' 90.3 .f j85 1635 1 t 55 �.50 19-30 -,91.3 78 "A720:� 9a 6 SSE` 1730 96.01, 7•- T ;a` ` l)` r ''-' 56 S3 19.50 -s96.7 78 :1820' 101.0 ':85 1825 ;301-4'':: 5-21' s i 50 .36 21.60 ,•73S 87 f t410=: 78.3 48 r 1420 78,9 5-21' �" t 51 39-' 21.60 '�79.3 87 �U20 84.3 984 1530 849?> 5-21' 7 `' ''�T 2 z°° s 1 52 .42 21.60 .85.5; 87 °1625 90.3 98 1635 1,9 3 , s 53 285 .45: 21.60 =,91-5 87 1735 96.3 4.98 i 1745 9b.9-`= 54 48 21.60 97.5 87 1840: 1 02 3 ;;9& 1855 t029 ' 3'35' ' ' x ` r 55 51 21.60 103.4 87 1950 108.2 "98 F 1960 �708.0," 3-0' 3 «•` •Fi`. .-":: 340 56 54 '1.60 109.3 87 �2055 114.1 98'' 2065 VI14:7 3•-0' `Tf 'w r 340 50 38 25.80 .92.9 105 -1775 98.7 123_ 1795 ^""99 T"' 2•-23' 13 51s 4 51 41 23.80 100.1; 105 T9Q5 t0a.9 723 1925 06.9a 52 44 25.80 �1073- 105 '<2030 1131 123 2055 314.1 ;. 20-FL Length 53 A7, 25.80 114.4 105 2165 r. 120.2 '123. 2180 321t2; 54 -SO : 25.80 121.6: 105 2295� 127 4 1123 2310 128�4 a 55 -53 + 23.80 128.8 105 2425` 134.6 -123<. 2440 135y6 Push-on Joint Pipe �- "--Ty 56 S6 25.80 135.9: 105 2550 141.7 '123 2570 __142;7 r 50 -39 32.00 318.5 170 2305" 127 9 Maximum Deflection Full Length Pipe 51 43 32.00 :130.5-- 170 2520` 139.9 4 52 47 - 32.00 742.5 170 -27357- 1519 53 51 32.00 154.4 170 ',2950J; 1638 54 "55,: 32.00 1663 170 3165 1717 a r 55 .59 32.00 178.2 170 3180 187.6 s 56 .63 32.00 190:0 170 '3540'' 199.4 ?' t 50 A3 38.30 1565 2391-3055:": 169 8 5 r 51 .48 38.30 174.5 239 3380- 187 8 `5° 21 � G3a1 52 .53 `38.30 192.4 239 3700, 205.7 r a 5° zstff�l9 21 srt 230 53 58 ` 38.30 210.3 239 402i=! 223.E 54 -63 38.30 228.1 239 -4345 241.4 5' + 1g t 55 ,.68 38.30 245.9 239 4665-': 239.2 56 5. -.73 38.30 263.7, 239 4985' 277.0 4° .�+ 1'S��` `* t Including Bell;calculated weight of pipe rounded off to nearest 5 lbs. 4° 9 #Including Bell;average weight per foot,based on calculated weight of pipe before 3° sTv .'" rounding. 3° � ' 71 "'"a 4 4 Weights and dimensions are nominal per above standards. 3° `"` '4 _ 'Tolerances of OD of spigot end:3.12 in.,:t0.06 in.,14.24 in.,+0.05 in.,-0.08 in., 3° ='1 �` 30.36 in.,+0.08 in.,-0.06 in. 3° 3"-6"Nominal 20'laying length.-8'Nominal 18'or 20' 20-FL Length 10'-36"Nominal 18'laying length. 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' ��' f ` � �' ' �j� !1 4 '� �"i:�2iJx Y .�. ��/�i. ,„iii !+ �.. ,d. �., �, it � A.y �' ;y..; � r �`;� "'�.: �t•;r. � �'r ;�,'3..,;��i , ��•-pi'F,y;L�`,'„n � .4: L a k,I. `�i�' ���, 4 { !" A• 1( t ��5..�';fr'n =`,mot L rth 'i4{'f� s + Ir.• � x; A N J ��m�f� � .� it �G��a �fi'•,. .r 'i 4 _�� v 4, '`�'� `r:. ' .� �y,� . ,_ 'x°�,' �p �x.x��r'�'"*.s;t' / ��,� h }J �� {'�S'tR���+3i>�e j? 1 ;{jam r y •� r. �•- \ 1 q'Y�. a'S � urL�rMrr hr`•�- ,' S Y .e�e4 (y�v 1 1'gn .�V w'y rE �. , r rr;.� 4���,f i�� � t � v. r i " �•�*r.l!e y4��i`�� r r .:'a�}YS�MY,� e.�j�-�1 y�'��'��i-t'�:A,+� '�' =�� r;y1. .e ';,a, . !• w,,� .it ' .� 'Ir. ,i9f, �cJ+ 9. t. nsE' '. w rg" Fg�f•.� 4 w A .� •I'f : E } f, _,trJ�+ fir• _'1{ � 41i�" P •i •c'u' {� ' � s• r+sL4 C', + 2'� 'E Ac tij'� � ;�r r��'�. i<ia, ..t- 1 I' �,.� fit'" �� � + +/' , �,��` c:'•J. 4. �1 �`,f''Vt S Y,�n�a G� a r � u Ni�7`. 1'� :� }. } ..! � ',I} >* '� } nbr" .V I t+ �/. t ..�-'�'^� 1�.. A��•w� t 1'�,�.;. � � '"1 f, I"��': •� �a ,, w, w , ° i�" � ��r ` I ty 4..< �`,9 w li;;'i "s r SHORT FORM SPECIFICATIONS ®® General Pipe Stiffness IPEX Ring-Tite DR35 pipe is available The minimum stiffness(F/AY)must be in sizes 100mm 900mm(4° 36"). 320 kPa(46 psi)for DR35 pipe,and Ring-Tite DR28 pipe is available in sizes 625 kPa(90 psi)for DR28 pipe. _.__r � �� r 100mm,135mm and 150mm(4',5"and 6"). Fittings - y _ Product Injection-molded gasketed PVC fittings -� ®® Pipe and gaskets must be certified to shall be certified to CSA B182.1 or CSA B182.2 and conform to ASTM D3034, CSA B182.2.Fabricated fittings must NQ 3624-1 n conform t A B182.2 and ASTM F679.ASTM F679, 30 and co 0 o CS NQ 3624-135 standards. 3 i �\ Material Joints Lubricant v Sealing gaskets shall meet the Pipe must be manufactured from 12454-B requirements of CSA B182.2 and Assembly of Ring-Tite pipe and fittings or 12364-C compound.Clean, recycled ASTM F477,with the additional shall be done in accordance with the material supplied by the pipe manufacturer requirement that joints shall be able to manufacturer's recommendations may also be used. withstand 345 kPa(50 psi) hydrostatic using only IPEX PVC pipe lubricant. pressure. Substitute lubricants shall not be used. Colour Coding Pipe shall be colour coded as follows- green for DR35;white for DR28. For complete design and 4 installation guidelines: ` � ,�"� J .. '� IPEX Installation Guide for Pipe and .#a „s �. - Fittings"is available free from your nearest Customer Service Centre,IPEX • . + '"'.� y _ _ 3 `` sales representative or distributor. '�•� �� � }�;,�-x,t•�„�. z� ,�s� �� ���,� ,Y' l' "Uni-Bell Handbook of PVC Pipe $ ;i"�°' Design and Construction" This comprehensive reference manual, with over 470 pages,covers all aspects design and installation for PVC pipe and fittings. ? 3 Available through: � m.QHell � � +. �. .� � �'z • Uni-Bell PVC Pipe Association IPEX 2655 Villa Creek Drive 6810 Invader Crescent Suite 155 Mississauga,Ontario,Canada g' Dallas,Texas,U.S.A-75234 L5T 266 � ' •_ �� >+`r a �' �' Y` a(214)243-3902 a(905)670-7676iz- �^ FAx(214)243-3907 TOLL FREE(800)268-4664 FAx(905)670-5295 ;n $60.00 Cdn.(taxes&shipping inci.) .x"J�� -L f`?` .°'yu. 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'x ar,...a'��.�. n^F.' >'ia -3„ s y- C•'k` W¢ s .�,�" :� w � sr- f«'�. ..R ar ��3 c� � -." �y,.y n � ��� �..-.s. � -,r.•s=e � �` �i'cf,� _ri�,a.�`<-• e-x: z� ",�;SQS � �F f• r.!`,s'•+'!'� Y•�` � .i4 .r�` i,,,� �"�+r�r.� s �, �'ti` . `r�tr4 ry„s•t` -"'H•s, ��t"N}�.- e �»y 4.�i.+ ,,o , ..,� r<:,.,�r , i - a. ��"�.`.�'•';ry. � .�+ � ..:1�7.-c.-.r.' i"y�z �:nr-•�� 1 � r�y1 # � :f:G ��'a-y��t i;�.3*'kS <�'�rL. 'r1`M:s 4r.pr`• 5. ti<I+•CS ,f�s36 �. ty + �'*a.'�r`'�t. a'`'_ ;� ry�'� t5-y«• ,� '�•r�.a,S.y�1;i '� :a_Yr ,•e '+Ss`d,,+.,yrs� �.. 5f'. x '� ��.' �FJ �X �tl.r: � "� r,�sE r..�""� ..:s•,�c��r� s�� sip" � t y -s�y ti �4r�. R a, `r's�,r::��r�,�_ 2 '�;�",.a�yy.��_`s-.?'�''�"'"� �4s�k+ qq. _�,-.5.. ��'+'',w�•��.-�+Y -.t �� •Y'•'�rr2 �,C ��>..r,�y tcc�•�' t F(L-1 HARLOW CONSTRUCTION COMPANY, INC. Co,7 3057 SOUNDVIEW COURT GIG HARBOR, WA 98335 / (253) 851-2287 I'1 FAX - 858-4886 ****** S U B M I T T A L ****** Date: APRIL 7, 1999 Job Number: 204 Submittal Number: 001 TO: CITY OF RENTON PUBLIC WORKS DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98055 ATTENTION: DANIEL CAREY, P.E. PROJECT: NORTH 40TH STREET / MEADOW AVENUE NORTH STORM SEWER PROJECT. SUBJECT: CONCRETE CATCH BASINS TYPE-I, IL, 26 , AND TYPE II We are sending the following submittal information ENCLOSED/ATTACHED for your REVIEW/COMMENTS/APPROVAL. SECTIONS: BID ITEMS 13, 14, 15 , AND 16 SUPPLIER: P I P E INC. TYPE 1 CATCH BASINS TYPE I-L CATCH BASINS TYPE 26" CURB INLET BASINS 48" TYPE II CATCH BASINS Sincerely, HARLOW CON RU ION COMPANY, INC. 7 Ma k /Har ow approval date: comments: Pmpch Pacific International Pipe Enterprises, Inc. P.O. Box 9156 • Tacoma, WA 98409 Local fomily-owned compony.....challenging our people to make a difference April 1, 1999 Harlow Construction Attn: Mark 3057 Soundview Court Gig Harbor, WA 98335 RE: Certification of Catch Basins to be supplied to the City of Renton for the North 40w' Street Project. Dear Mark: This letter is to certify that the materials furnished for the above referenced project are of domestic origin and were manufactured in accordance with the below listed specifications. Type I Catch Basin W.S.D.O.T. B-1 Type I-L Catch Basin W.S.D.O.T. B-1 a Type 26" Catch Basin W.S.D.O.T. B-26 48" Type II Catch Basin W.S.D.O.T. B-Ile Thank you for your time. Should you have any questions or need additional information, please do not hesitate to contact me. Sincerely, JAV� , Steve Unger, Pt Sales Representative SU:kc enclosures The Northwest's leading Manufacturer of Quality Concrete Products P.O. Box 11305, Portland, OR 97211 P.O. Box 5249, Solem,OR 97304 P.O. Box 9156, Tocomo, WA 98409 833 S.E. First St., Redmond, OR 97756 (503) 285-8391 • (800) 509-7473 (503) 585-7350 • 1-800-452-0339 (253)475-8888 • 1-800-922-5338 (541)923-6063 Fox(503) 286-0603 Fox(503) 362-8526 Fox(253)471-4739 Fox(541)923-6115 fi _ • O 6" 12"& 24" "S" Extension Units Available in 6", 12"or 24"heights. Used to adjust of 5'-0" m catch basin heights m imu c to a maximum e finished grade to pipe invert.. 36" Base Sections \� <' ;,.*_; `'w: : >;: < :•< ,.:': < ;::;;::>:` This unit is provided with 18"diameter knockouts on all four sides. ti\ 01\ "WIT ` . Specifications TAR\ ::::•Yi\i•? ::? \ All units are manufactured to the specifications :� �;' •;�<:�'�:�<, <�;�:: of the Department of Transportation and the >:;,.: .�::;�>:;e[: APWA Standard Plan B-1. 42- . Y \::•....: Y:: A Y ., +•' � ` Weight Base-2,120 lbs. 24" Riser-1 638 lbs. 12"Riser-830 lbs. 6" Riser---415 lbs. t 5" Pacific International Pipe Enterprises, Inc. 4601 S.Orchard 755 N.E.Columbia Blvd. 5032 Dallas Hwy.N.W V . P.O.Box 9156 P.O.Box 11305 P.O.Box 5249 Tacoma,WA 98409 Portland,OR 97211 Salem,OR 97304 (206)475-8888(TAC) (503)285-8391 (503)58S-7350 (206)623-7772(SEA) (800)634-0139(WATS) (800)452-0339(WATS) (800)922-5338(WATS) (503)286-0603(FAX) (503)362-8526(FAX) (206)474-7631 (FAX) - - 24 _ 6-1 6-1/2" Top Unit 6- �6" Frame may be cast into the top unit or placed over the opening. 4• - Extension Unit Available in 6"and 12"heights. 16- or 12" Y Base Section Has knockout sections to accommodate 18" on all 4 sides. r Ire tt• . f 4„ Pacific International Pipe Enterprises, Inc. • 4601 S.Orchard 755 N.E.Columbia Blvd. 5032 Dallas Hwy.N.W. P.O.Box 9156 P.O.Box 11305 P.O.Box 5249 Tacoma,WA 98409 Portland,OR 97211 Salem,OR 97304 (206)475-8888(TAC) (503)285-8391 (503)585-7350 (206)623-7772(SEA) (800)634-0139(WATS) (800)452-0339(WATS) (8W)922-5338(WATS) (503)286-0603(FAX) (503)362-8526(FAX) (206)474-7631 (FAX) 39 Specifications Department of Transportation and APWA Standard Plan. 30" : ,z;•; ,`\ + � \v Una• Base Sections KU M�, ;<:;�.:;::� Provided to allow grouting of frame in place atjobsite. ;':-;�;��;; .�...•-.:.?.,, ;;,: Has opening to accommodate 12" pipe on 25" all sides. M. 4 Raw;?:;ay»;;;;:;•;`:?.;�?.. 18"Dia. (Typ. 4 Sides) Pacific International Pipe Enterprises, Inc. • 4601 S.Orchard 755 N.E.Columbia Byrd. 5032 Dallas Hwy.N.W. P.O.Box 9156 P.O.Box 11305 P.O.Box 5249 Tacoma.WA 98409 Portland,OR 97211 Salem,OR 97304 (206)475-8888(TAC) (503)285-8391 (503)585-7350 (206)623-7772(SEA) (800)634-0139(WATS) (800)452-0339(WATS) (800)922.5338(WATS) (503)286-0603(FAX) (503)362-8526(FAX) (206)474-7631 (FAX) 43 22-1/2"x 26-1/2"Access Top Slab 8'thick. Round or rectangular openings are %.% . provided where needed. 9 90- 01 Precast Sections Units are available in 1' through 5' heights. Standard jointing is by rubber gaskets. Steps are available on request. Lift holes are provided in all units. Base Sections Base sections are available in 2' through 5' heights. Knockouts 4' & 5' bases and 3',4' & 5' sections are available 6"or 12r with various knockout configurations. Special knockouts or blockouts are available on request. Specifications :x�' =�► - - - - -- �'= -;k All units are manufactured to meet the requirements of ASTM C-443,the Department of Transportation and APWA Standard Plan B-1e. Weights 1'to 5' : , 48"x2' Base-3,200 lbs. 1 Y Additional footage-920 lbs. per ft. 48"Sections-920 lbs. per ft. 48'xB"Flat Slab Top-1,900 lbs. 1 Ij Ti- 1Y Ij 3', 4' or 5' 1• r.1 1�� 1 1•' H tt l'1 '1 1 {�•1 4„ 4' or 5' Fr- 2 , 3 or 4 ' 'j; 1 2' Std. As Requi�ed Sum • •1 1 j�1 p 11' -"I 5" 48" 5"� f I�5" 48' 5„� 58" 58" Pacific International Pipe Enterprises, Inc. 4601 S.Orchard 755 N.E.Columbia Blvd. 5032 Dallas Hwy.N.W. P.O.Box 9156 P.O.Box 11305 P.O.Box 5249 Tacoma,WA g840g Portland,OR 97211 Salem,OR 97304 (206)475-8888(rAC) (503)285-8391 (503)585-7350 (206)623-7772(SEA) (800)634-0139(WATS) (800)452-0339(WATS) (8W)922-5338(WATS) (503)286-0603(FAX) (503)362-8526(FAX) (208)474-7631 (FAX) 28 HARLOW CONSTRUCTION COMPANY, INC. 3057 SOUNDVIEW COURT GIG HARBOR, WA 98335 (253) 851-2287 FAX - 858-4886 ****** S U B M I T T A L ****** Date: APRIL 7 , 1999 Job Number: 204 Submittal Number: 004 TO: CITY OF RENTON PUBLIC WORKS DEPARTMENT 1055 SOUTH GRADY WAY RENTON, WA 98055 ATTENTION: DANIEL CAREY, P.E. PROJECT: NORTH 40TH STREET / MEADOW AVENUE NORTH STORM SEWER PROJECT. SUBJECT: GRAVEL TRENCH BACKFILL, PIPE BEDDING, CRUSHED ROCK, QUARRY SPALLS We are sending the following submittal information ENCLOSED/ATTACHED for your REVIEW/COMMENTS/APPROVAL. SECTIONS: BID ITEMS 9, 10, AND 26 SUPPLIER: LONESTAR NORTHWEST KENMORE AGGREGATES 6423 NE 175TH STREET KENMORE, WA 98155 GRAVEL TRENCH BACKFILL, PIPE BEDDING, PIPE BEDDING ALTERNATE, QUARRY SPALLS, 3/4" TOP SURFACING TOP COURSE, 1 1/4" CRUSHED ROCK. SUPPLIER: STONEWAY CONCRETE, INC 1915 MAPLE VALLEY HIGHWAY RENTON, WA 98055 GRAVEL TRENCH BACKFILL WILL BE CRUSHER TAILINGS, 3/4" TOP COURSE, 1 1/4" CRUSHED ROCK. Sincerely, HARLOW CONSTRUCTIO MPANY, INC. MacYk� r'1 approval date: comments: 6-),9 Ilir I:38 P1'�i ��NW PlONEER AGiiREGA'TEIU r ;lU Ui FILE -OK LONE STAR NORTHWEST, INC. AGGREGATE GRADATION o3. i 9 �k Gl�1ye � rtnc_ � i:C AGGREGATE SIEVE ANALYSIS Pr !eat: City of Renton N 40th St.&Meadow Avenue Date: 416199 Fax#: 253�,5$-48a6 y_ iCumpan Hay_tow Construction ,Phone#: 253-85'1-2287 _ — Specification Material Description: city of Beattie Type#17 State Pit: 8-335 Location. Pioneer Pit-oupont Product#: 8127 Average Gradation Average Gradation Sieve EE!�� ng Spec. Sieve % Passing Spec. 3.' 100 1 — 1 112" 'IOU 31a" 89 518" 76 112" 69 11a" 55 25-75 2 S #10 40 #40 112 9200 24 0-5 jd m+y S 60-90 60 Min. 0. n gust Ratio 213 Max. 213 Max. Comments: -�^ Prepared By: Louie Bayless ---_ _ 'Ll MEER AGGREGA'HE'S 7 Western Washington LONE STAR NORTHWEST Locations to Serve You Aggregates LONE STAR/DUWAM1SH . . . . . , . . . . . . 764•3000 KENMORE PRE-MIX/EVERETT . . . . . . . . . . . . . . . 435-2141 LONE STAR/TACOMA . . . . . . . . . . . . . . 272-8238 Kt=hlMORE PRE-MIX . . . . - . 339-2277 LONE STARJSTEILACOOM . . . . . . . . . . 564-1911 SNOGUALtv4IE SAND & GRAVEL . . . . . . . . . . . . . 881-5685 LONE STAR/LONG . . . . . . . . . . . . 423 $112 GATE PRf3JECT + -I _ t a g{?cOA2 ,4 rr- � � _ I `` '� _. . SPEr,Fr.-aYtC}!�1 rsA7ERrAL n �QTipN lSrfl�OCth;73/ r+L Kl 1 STATE PIT NO GIG R-V 1 S Y S �P+ 6 f1NE AGGREGATE FRACTION °�PASS. SPED. SIEVE %AAS& SPEC SIEVE f �t --- 910 Apo 3.r COMKIENTS.- CL f0 �.f�� �—! fi e e- �L?-� w e- a4 7i c ifi 1'e- ILI PREPARED BY: A lt- r'-7L iUi Yij l'Ili JPhII LlliLE" A(I11 .L`TRI� 7 Western Washington LONE STAR NORTHWEST Locations to Serve You Aggregates LONE STARIDUWAMISf-i . . . . . . . , , . . . 764-3000 KENMORE PRE-MIX;EVERETT . . . . . . . . . . . . . . . 435-2141 LONE STAR)TACOMA . . . . . . . . . . . . . . 272-8238 KENMC)RE PRE-IIAIX . . . . . , , . . . . . . . . . . 339-2277 LONE STARrSTEILACOOM . . . . - . . . 564-1911 SNC)QUALMIE SAND & GRAVEL - - - - - - - - - - - - - 881-5685 LONE STARILONGVIEAN . . . . . . . . . 423-8112 AA PROJECT ,SPECIFICATI(4iV%4ATCPIAL//� Cf ��rilll�Lt.11.3 IV • . -- f �.TE PIT NO. LOCAT L5NLV PRQOUCT FINE AGGREGATE FRACTION — 51EVE '„PASS. SPEC. _ _ --- — �_ -- $fEVc °b PASS. SPcC. COMMENTS:_ t��55. '--4_,,�-�u_�iCL��.�2 r31,S .7_��'��"�?�� Lz 11 Q_ILGr�� PREPARED BY. All— FM LJl"N .Ml11~ IR AUS.�..u"l�.v 7 Western Washington LONE: STAR NORTHWEST � Y\ Locations to Serge You Aggregates LONE STARIDUWAMiSH . . . . . . . . . . . . 764-3000 <ENMORE PRE-MIX/EVERETr 495-21d1 LONE STARITAGOMA . . . . . . . . . . . . . . 272-8238 (ENMORE PRE-MIX . . . . . . . . . . . . . . . . . . . . . . . . 339-2277 LONE STARISTEILAGOOM _ , . . . . . . . . 564-1911 3NOQUALMIE SAND & GRAVEL . . . . . . . . . . . . . 881-5685 LONE STAR/LONGVIEW . . . . . . . . . . . . 428$112 (4a4 �DAT� 7 PROJECT SPECIFICAT1uN MATERIRL � y $$�y {�17�T O t_e 7E, RM&2 /Vu r . . .. L/OC.A775N LS]N+NV PRODUCT li �/ j�� '�I$TAT�PIT NO. � LLf 7 I u L1 i u FINE AGGREGATE FRACTION SIEVE a PASS. SPEC. SIEVE °'-PASS. _—I—— SPEC. — — _100 i hoo— -- t i L'OMMENT& O p, 5�j "caAtfllt7 _ z e— Tx in PREPARr=D 6Y: 7 Western Washington LONE STAR NORTHWEST Locations to Serve You Aggre,gaes LONE STAR%Dt1blfAMiSN _ . . . _ . . . _ . . . %84-3000 KENMORE PRE-MIXJEVERETT . . . . . . . . . . . . . . . 435-2141 LONE STAR/TAGOMA . . . . . . . . . . . . . 272-8238 KENMORE PRE-MIX . . . . . . . . . . . . . . . . . . . . . . . 339-2277 LONE STARISTEICAGOOM . . . . . . . . . . 564-1911 SNOQUALNVE SAND & GRAVEL . . . . . . . . . . . . . 881-5685 LONE STARILONGVIEW . . . . . . . . . . . . 423 8112 PRQi= l� DATE SPECIFICATION IVATUIIAL i i I aL- -q C �. s tic, �t2c J RT -- LCCATION iLSNW PRODUCT �Tp1E PI( NG' 3 " - FINE AGGAEGA E F ION SINE %PASS, SPEC. S[EVE PASS. -S{'fC.- �— _. - I �� __ �•� max. _ — V _ rz pp 1r r)fi 'IZ COMMENTS=.--. _ PREPARED 8Y; ..470— 7 Western Washington LONE, STAR NORTHWEST � I,� Locations to Serve You Aggregates r \ LONE STAR/DUWAMISH . . . . . . . . . . . 754-3000 KENMORE PRE-MIX/EVERETT . . . . . . . . . . . . . . 435-2141 LONE STARITACOMA . . . . . . . . . . . . . . 272.8238 KENMORE PRE-MIX . . . . . . . . . . . . . . . . . . . . . . . . 339-2277 LONE STAR/STEILACOOM . . . . . . . . . . 564-1911 SNOQUALMIE SAND & GRAVEL . ^ - . . . . . . . . . 881-5685 LONE STAR/LONGVIEW . . . . . . . . . _ . . 423-8112 DATE PROJECT NARU2W�-BOA s�T i4 7W, A1A,� - jSPECIFfCAr4ON MA 7 ERIAL Bps _ q-Q3 �-Sh _�1t1zribnoucT I ROGATION N STATE rfT N''D!!. Q '-he FINE AGGREGATE FRACTION SdEVE L %PASS. I SPEC. SIEVE s�PASS. SPEC. 1 i o 07 ti !1 } J =,iMENTS:.—A_.g�5 - �Its r>y/1 fZ n ti e �n e- L 3 0 n�r c dle r_l cx_ _t Q fnC2 Cam- `�7 ^T PREPARED B`f' �-. s •-- -- - --•- At z-t:6-y0 71JE 1019 AM LONESTAR WFHTE R `SR FAX 3508256266 °ACG 3 r. uc t LAl VJ QL MLV tU•JJ thi rrir, FOSSC Uwe�:[ AM La r AWe&;5 eo=Appr741 Rgad M1999 Owuucr �M 7�'EAHA>£U3�1�Ct>„ Aggragam Saaroc: 95-A-W Le2sx: Lase Sur NeethwCU, Known as: '9Awe%ver[Qnxrry t cciftad lay; W=Se Nex 33,T20?(,R7R 4�r�skr Pit Rea Naltzb r Prlrr to uoe=r a:.+aa pC;^f ltnZ t � fi�iitlsS it;esb,Grsd3tior�&,A&6d),kuivrknl Eats:shall Do peztcrmed to detelmfac it the I"fain]data in Fact aunt Spccirw4ai,,*ear the hbndaduse,Blwdiag Sand;Qmvl Bac9c I fist Y41i 46li4o CAM B.WRUS�Fipc la,.x:Dtddillg,Draira mid DO-wells,Baekfiil fat Sand M*Ffrkfilt for"Wag:Sond Drainage ZIAstkot;Gravel,Sckxt or t'aramfln Bortow:&4diag lv wriAt f4r ltigld orTL-M plsstie PipV,, for C13ssm A,B or C No PrcGminuy TM11 art tcqulrod to ba porformod by EFOSSG Cr 'el Holc;Rm4f40w Datc: 84f110O0 It Vsiuc' ewdiPl=m. Lh*%W. b,.�r1I'12FZZ 1tAR1� rt{fPL>�,+�r w�fxr�t;ory and cpprm cl Piar to it V1g tsstte nsasar�rce af{iRAVn H S hlta2Ya1 A d a+�rt $�#ptrAi r�T;gg cr/V4M3 LA:tS DOE;e, Sys.G2.7I wit,N*aPprowd as a source of Assg*half for-, AC.P C);ksr t:*aurfe.Y.ACP War bt?Cmvw,ATB,BatW,BS'l ow hedCoves.lu'oate,AST t tt.Qhrd:S�rnP,tings,Clzcs�rrd 54rrj i�s� Ba;y Coarse.f al:Shcj1 }1rjACtry Key�ipna,Cr�rbad SQrfrrc9,rg np Cdar ,Cmrc1 Bay ill 'gyrrdCL.q.Mal&charcr Rod-, ,l;icvkQj*13af17sl. rdxegmo!extr need N}A4�PCrfQt�►sed CIJ 1}EttSSdfy Pattllesod CCmcat t;onerele AgSr*gwbt—%:F*fw0OA tlW'00106WO LA: Cu.SA 6, FCA.Sp.U: CC;A AhorpAica: FCA Abfwptiou: 1FCA Otpuics: Bmm SWIA4; Cyl.1161,96: Aggregate Camciion Factor: IYRA Req.P:v WM R4 Sit. ABOR OiCs Raelivlt -14 4Ay' Ow pqr•. &bmit F1tLUlftNAkY&WILE-S fbr fv-j4l ffan tmd gprv.al prior to v.vV(hls er w a s6ured afAGaRf CIA T'M)S w PCC AiyHrxp ped Quarry>jp�tly; apirstion Data t9MSIL"a9 LA:16 ➢cX�l Doik Sp,L;<2,71 Abstnpiioa: 1.35 arrmt jy apjvOwcd as a imr,L,s vfiQ rc$art fur: Ilr`TS(iii forRink 14a14 quo "14 AfplZaA Rwifor JW tTrail,3ioae fw kdt�i�lrin� 1.cct tQm�s rests need N mccmwY Ulsvib- iosi:Plwslcal?cMjnir Fre}actEaw--,ca_Won Ouemou—P40AMAteriats 04/07/99 WED 09:54 FA.T SALES OFFICE U UO3 Ager-eratr� ID .^TOP COURSE -+_ Sample In - "JS031ZE Date 3f1z/99 S i eve Y. mass �f 100. 0 Unit weight { pcf 7 - �� , cAo. 2 - 1 /4 S8. ? Moisb ure - #t 4 42. 3 i# io 84. 8 L3e'rrsity g } _ 40 9. 5 P.1..L I k - 6C� 5. 4 SSD i# 12Lli) o , 5 Apparayit 1 _ i3 4 5 NaaSQ4 less "^ Deleterious MQ8904 1K?SS - Chert Na2O eauival mace - Shale - Abrasion _ EiayfFriafaZe -- Freeze/thaw loss - CQal/Lignite - CaC04 Sand equivAlence - other^ - 24o wash.Relative strmngthti -- Tcta1 Plasticity index Liquid lunit -- ©r-panic impur'i txcs QV Surf. Mois percent - User field Six - User field Two - !User~ field Severe - User field Three - User field Eight -- User field Four - User field Nine - User field Five - User field Ten - OY07/99 FEED 10• 9 FAX SALES OFFICE 4001 � C eST O.NE 1�w j} ji��Yjj .. r. '•1..• -'•A,+,. ■ • � _�'+I. ,a �..�iti��• _. _; ..�,,. �,. T,-.LAC n: � Y�y/y� r , '%`'•y�''� - •,LfRaVIt("1a TEST,RLPVLLIir Si i S ' ,+< MaterEaLS.40 #'lA r` 40 Plant QATe Tea - -. 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Xlu f .:f•,"? „i �{;�i'q3 t •i v x: y�_�a;�.r�.y ;: i. *?'.��. - • Marinme.�/sMw�'`.3'' •: •���� �.'Ft�:yjY•i .� u� 'i-•i;".� ...'N!'�.Jr r�.,...�i r��:�a„'� - � .d;x,r�•.i�*q:���,�i.�^;:- `: • 114001.r _ `.� r3 ��;e. ��;• qy" �•N,[Fc i• n�Y: �tai;�` a ri. - .� - .s , . .�=;. - 'D°f. tis• -r'C%,-•;fi '7'. -* �... ,' 7:���:': ..'�[, ' is �rc -: •-:1,: •.` ;'#;•F.. :hl'crll -•� ".�'+Sv:•'' �"�' ":�l%4{�i�'h�i�.S�P='�=�' �'� -'�--�` "r"- �;e '"'3%'�!�:�;3L4�ti'?F�• :_ , } �� bany . piss. QL P_t ejd�!a%�'^ '.R.rr: ;hi.1 t' :+siCL '•j = �'. t`,'y. :�+.; .e>. :t �r• :iw •'ic, In�• ti: :�'�i` °. f2 r-'YVitee 5izer' INTR.0006 14G "A.DVA'NCED ` DRAINAGE SYSTE �{ft,5 em y \ • a. �.,.. quality T, �.r� �.-._ � i ^�yry 3F•�uc�`�rs �i� •. * �` i!V`, r w�'�f; >� t., 4 _G �'� i vJ �7�-`� Y .a•,i r�``y�.. n, s. 04/08/99 THI: 11:50 FAX 253 840 1141 USFilter Puyallup 003 .y 4 IV Y' y'x� .. ,. ."il.'V 1. 1 i•_ p �.5 GN qr_ _ The new ADS N-12 Pro tnk ULTRA pipe offers every advantage you need for a strong, i reliable drainage system. I Superior, built-in bell joint ■ Covers two corrugations, plus a gasket to insure maximum joint reliability ■ Joint integrity meets AASHTO specifications (M294) i ■ Meets or exceeds most concrete watertight performance standards, including ASTM C924, C969, and C1103 ■ Available in 20' lengths and 15" through 36" diameters I i �i BELL COVERS Two FULL CCPRUGA77ONS FOR MAXIMUM JOINT RUBBER GASKET(MEETS ASTM F477) PERFORMANCE i i LEAD IN TAPER OF BELL EXTRA-TIGHT FIT FOR MAXIMUM FOR EASY INSTALLATION HYDRAULIC PERFORMANCE ASSEMBLED CPOSS SECTION OF THE ADS N-12 PROLINK ULTRA 04/08/99 THU 11:51 FAX 253 840 1141 USFilter Puyallup IA 004 0. y� i E! 1 The built-in bell joint of our newest N-12 s makes almost any job easier by saving time and costs. ■ Faster installation time ■ Less material to transport (no separate coupler) ■ No need to dig a bell hole ■ Reinforced ribs on bell to minimize distortion ■ Easier to hold grade IN Less labor expense i I L_ BELL HOLE NOT REQUIRED TYPICAL TRENCH DETAIL CF THE ADS N-12 PRDUNK ULTRA 04/08/99 THt 11: 52 FAX 253 840 1141 USFilter Puyallup 05 ACC S The new ADS N-12 ProLink ULTRA is easily available, thanks to our vast distribution capabilities. ■ 20 manufacturing facilities ■ Over 30 customer service centers ■ More than 4,000 distributor locations ZONE OFFICES naana GAKVM MIDWEST/ wNM[lOTA NORTHEAST ZONE ill DAKOTA w,ECDwaw rA.e LONDON,OH 1-600-733-9554 iDwA � MEGA"KA . ■ �'A' K yA ® SOUTHERN ZONE WNOI9 Plt1ATlNAliA FRANKLIN,TN w.w 1-800-733-9987 KANaAK aarsaou�� vnDw WESTERN ZONE WASHOUGAL,WA 1-800-733-8523 ■ MANUFACTURING FACILITY LOCATIONS Use new ADS N-12 Prol-ink ULTRA to make your next job easier. ■ Superior, built-in bell joint ■ Rock-solid seal which meets most watertight applications ■ Reduced installation time ■ Easier transportation and handling pq ra•ra° CORPORATE HEADQUARTERS CPPJI 3300 RIVERSIDE DRIVE Ifl COLIIMBUS, ON 43221 L�����L�` 1.800-821-6710 ADVANCED DRAINAGE SYSTEMS,INC. E 1 . 4 x ..r r..' '.. Ott'.;. ... .. .. 04/08/99 T_Hti 11:49 FAX 253 840 1141 USFilter Puyallup C�001 �M � -a T=�-•s =5 8 • • • UNITED STATES FILTER CORPORATION FAx PUYALLUP BRANCH TELEPHONE 253•840-855E 602 VALLEY AVE.N.E.•P.O.BOX 1264 TOIL FREE 800.422403E PUYALLUP,WA 98371 FAX 253.840-1141 TO: 10 ATTN: FAX: 7oi© — �02 7 1 TEL• FROM: DATE: J/„ 99 PAGE 1 OF SUBJECT: �� • d kJ/ 7 MESSAGE: a THIS TRANSMISSION CONTAINS CONFIDENTIAL INFORMATION INTENDED FOR USE ONLY BY THE ABOVE NAMED RECIPIENT. READ11' DISCUSSION, DISTRIBUTION, OR COPYING OF THIS MESSAGE IS STRICTLY PROHIBITED BY ANYONE OTHER THAN THE NAMED RECIPIENT HIS OR HER EMPLOYEES OR AGENTS. ■ IF YOU HAVE RECEIVED THIS FAX IN ERROR, PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE (COLLET AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA U.S. POSTAL SERVICE. 04/08/99 THU 11: 10 FAX 253 840 1141 USFilter Puyallup ( ]001 u 3 s.F f aaR DISTRIBUTION UNITED STATES FILTER CORPORATION FAXPUYALLUP BRANCH TELEPHONE 253-8448558 602 VAUEY AVE.N.E..P.O.BOX 1264 TOLL FREE 800-422.2038 1 (1 is^-' 1 PUYALLUP,WA 98371 FAX 253.84W 141 TO: 1-}- p} 1 N Tp N ATTN: #1 Pl CA R.F-LI FAX: yas. ciao TEL. FROM: S�A koN DATE: 1�_ �_ 9C� PAGE 1 OF SUBJECT: Al. 70 •-/I • ME05dat � hog! /Y • (5�D',y►/) M I/CC) MESSAGE: r = THIS TRANSMISSION CONTAINS CONFIDENTIAL INFORMATION INTENDED FOR USE ONLY BY THE ABOVE NAMED RECIPIENT. READY DISCUSSION, DISTRIBUTION, OR COPYING OF THIS MESSAGE 15 STRICTLY PROHIBITED BY ANYONE OTHER THAN THE NAMED RECIPIENT HIS OR HER EMPLOYEES OR AGENTS. ■ IF YOU HAVE RECEIVED THIS FAX 1N ERROR, PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE (CODE' AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA U.S. POSTAL SERVICE. 04/08/99 THU 11:10 FAX 253 840 114l USFilter Puyallup 3002 • PRO LINK WT" SERIES 35"' An economical water tight joinirg system. The premium water tight joint with 0-ring gasket for sanitary sewer and other demanding applications. AVAILABLE SOON I A A PRO LINK WT- 12"_ 24" PRO LINK WT" 30"-48" Sizes: •Available for BELLJBELL NON-CLEATED NON-CLEATED INTEGRAL pipe sizes COUPLER WITH WELDED BELL COUPLER 4"to 24" O-RING GASKET WITH 0-RING GASKET Benefits: •High performance Sizes: •Available for Sizes: •Available for • Eliminates - pipe sizes pipe sizes exfiltration/ 12"to 24" 30"to 48" infiltration Benefits: • Minimizes Benefits: •Minimizes •Full compliment exfiltration/ exflitration/ of gasketed infiltration infiltration fittings for total system design •Cost effective •Cost effective and installation Applications: •Water tight Applications: • Water tight flexibility storm sewers storm sewers Applications: •Sanitary sewer or other or other systems water tight water tight appilcaticns applications •Water tight •Gravity flow •Gravity flow storm sewers irrigation irrigation Performance/ Specifications.•Thermo-molded Performance/ Performancel in compliance with Specifications:-ASTM D3212 Specifications:•AASHTO ASTM D3034 joint tested at M294 ASTM F1336 10.8 psi ASTM D3212 •AASHTO M294 04/08/99 THU 11:11 FAX 253 840 1141 USFilter Puyallup ij003 s STANDARD SPLIT PREMIUM PRO LINK ST'" SPLIT COUPLER A soil tight coupler with A soil tight, gasketed bell coupler system for fast, The most cost effective gasket for additional easy installation. joining system in the tightness in fine soils. marketplace. j 7- / • a: 9 A e Sizes: • Available for Sizes: • Available for PRO LINK ST- 1211- 24" PRO LINK ST` 3011- 48 pipe sizes pipe sizes CLEATED BELUBELL NON-CLEATED, INTEGRAI 3"to 36" 12"to 36" COUPLER WITH WELDED BELL COUPLER INTEGRAL GASKET WITH GASKETS Benefits: • Cost effective Benefits: ° Cost effective • Easy to install • Easy to install Sizes: •Available for Sizes: •Available i pipe sizes pipe sizes • Ideal for easy • ideal for easy 12"to 24" 30"to 48" pipe repair pipe repair •Maximum • Maximum Benefits: • Easy to install Benefits: • Easy to in pull apart pull apart • Saves time • Saves tim resistance resistance • Requires no • Lower lubrication Applications: • Soil tight Applications: • Standard infiltration/ storm storm sewers exfiltration sewers Applications: •Soil tight • Culverts and than standard storm •Soil tight other non-water spit coupler sewers culverts tight applications Applications: • Soil tight •Soil tight Performance/ •Slope drains storm sewers culverts Specifications:* AASHTO • Slip lining M294 •S011 tight performance/ Performance/ culverts specifications:-AASHTO Specifications:•ASTM F667 M294 Performance/ •ASTM F405 Specifications:• ASTM F667 •AASHTO •ASTM F405 M252, M294 • AASHTO M252, M294