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SWP272004(2) (2)
h* �.� .. � '�.�'. j '�_. r `N ..-C.t.. '�'.,t ' .. --��. .�; ,.,`I . , A � r;��� ��, �" 2�.•i y.�` �. iC►� � �;~� .t , 'i K'- � f . . ,�,�t T •ram'Sr K •k� ,kR 111�.ti� ;T.•... � • a r '� .��rti ■ I g d'R f . I' r,. l Y TA X r. �-Ai � r *07 - Ne. L i 1 • � n � - r :r t t� T S 1T ��' d � F ,let :• a i} !. �tl 'r 'i ML5 4 I!!'� .�. �' �' � � V'� � ' r.�� � � a r�, � r;. ., ... ..:;,` , � '� • . Y . � T .. "t: It. �i r �. � 1 �. `� ,,r;.w, ,�, � r �' � ,.. L �t .r.�i�ir=. k .• '��� , -.,,;•. . t +1 G 44 tot �+ 1� 1 ate• HEINIIIIIJILtim. ' +y ' 1 NOW• �_+ fl • :f'•E # _ � . .� , '�:: .. �. M... ,� � � �-«,;;�` J .. •(.y �� � _• y, �_ .yam � N y����V�� � tl V� • �` w, W �" �. , �: ., s. _ _,-; �w��� '!1-�t<< 5 ' � �� . i �.,,�. �.$.. .'. hl.. i �, ,_ a:_ �. �r �, .. l f ���-- i' r - ..� �� , •; '� r �t. .... _�'� r•f _- � � ..� .' .. � � �! .S .� �l �r \. ,yw* - •.,. �. �� •_ _ "`�K, ,� .r �:� .,, %¢` � �: II + s .,. � � { �• zP. .;,w.;c \ h ' � �..` ..I'� _f I •r' •���^. Vic' 1�%� ` . e - �,�i'Z y-•.rw, .. -"ram! ; t ,,� t 1•. a;j r !� .r� '+44 r. � A `F � "�' k �' } ' ` � �;; r `1 � s � >, f,�, • �3`� '� ey�.� � tfj� [ , ` Y, ., i7� T� �� a • ,:�.,. ;;. .; � �. MEETING ATTENDANCE RECORD SUBJECT: Contractor Pre-bid Site Inspection-North Fork Springbrook Creek Bypass Pipeline Project DATE:July 29,1992 LOCATION:Renton Watershed/Talbot Road between S 192nd ST.and SE 200th ST. THOSE IN ATTENDANCE NAME ORGANIZATION ADDRESS PHONE Apt e _ z e� -o •Box 57$q / wa. 'feO( I/ �S� —c{Z F 7 cal J 133/3 �--- 5r ; �� �� ,,,sue, Gv. , s N-M^aV" woo- 3 ' 7d-1 y 72— J r -4 c-J 7/ (/ Z_S �CtL k J� Eck J�nwSOyl �'�i•�cf. °U , �ox �11G l�a ,:� 9)`7 Ci - 2±0 �%cz' C'e ��«� ,�,z�2/� Qit�r�c<� c"`• ��ol� v��vs�- 2aa �3 d6 �,1 C� Dlrr- l�><}a2Di(,- UcoPn� r- n���c ,rx►� 5► Lt3zZy R P CITY OF RENTON PUBLIC WORKS DEPARTMENT 235-2631 c; ♦ �-- PRECONSTRUCTION CONFERENCE .d1 DATE: August 19, 1992 �Nrvo/ TIME: 9:00 am PLACE: City Hall 1st Floor Conference Room DEVELOPER/CONTRACTOR OR SUBCONTRACTOR/NAME OF PROJECT: COMPANY NAME: Jack Johnson Construction COMPANY ADDRESS: P.O. Box 1119, Belfair WA PHONE: 275-5400 FAX NO: 275-6400 CONTACT: NAME OF PROJECT: North Fork Springbrook Regional Bypass Pipeline INSTALLATION: Storm System LOCATION: Springbrook Watershed PROJECT COORDINATOR: John Hobson, 277-6179 PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND: [X] PUBLIC WORKS DEPARTMENT [X] Utility Plan Review Tom Kress [X] Water Utility Abdoul Gafour [X] Wastewater Utility David Christensen [X] Storm Water Utility John Hobson [X] Transportation Systems Mel Wilson [X] Maintenance Services Division Jack Crumley M Customer Services P.I.C. Dee Beedle [X] Construction Services Assigned Inspector [X] FIRE PREVENTION Corey Thomas [ ] POLICE DEPARTMENT [ ] PARK DEPARTMENT [X] BUILDING DEPARTMENT Jim Chandler [X] OTHER Clint Morgan, Karl Hamilton OUTSIDE DEPARTMENTS: [X] CONTRACTOR TO NOTIFY [X] ALL ASSOCIATED CIVIL CONTRACTORS [ ] Department of Transportation 872-6470 [X] U.S.West Communications 235-3012 [X] Puget Sound Power& Light Co. 277-4947 [ ] Seattle City Light 684-3076 [X] TCI Cable of Washington(Phil Fisk) 433-3434 x3084 [X] Washington Natural Gas Company 622-6767 x249 [ ] METRO - Bus Routes 684-2732 [ ] King County Inspection 244-0770 [X] Other: Larry Gibbons 296-8317 [X] Other: Gordon Rector (206) 392-8533 92-513.D0C/J11/Ik1 MEETING ATTENDANCE RECORD N�IZi N f,-K- PyzapK f e,.g e ij SUBJECT / , /�L-�/EN.f �i0.fss PPFL/�/� DATE yG, 99Z LOCATION �fl;rY or NTo.0 Gto�rL �vF �E uvr ********************************************************************************** THOSE IN ATTENDANCE NAME ADDRESS PHONE nn �,-,I c ftv &,e Z 3S Z 6 T ,2ck \JO( v,Sa :-� I�tL trvnsa,�. �, 27 S - Po. poX kilo BQ� +v W,, ;`tSZb Gir-4-)Wv' J%e-0,733 v tn � � � 19 - E31 � S��,� Crr l u li --- i J vLLy 120 ANrz Lt.o�,�ED — i „ l I i i l i a j I i I� i i i j li _._—_._.._._._._. .._.._._._._._...__..._.._._._..-.._...-................_..._._._._._.._.._..._.._.._.._.._.._._._.-._.......---.-.---._........--_.-._.-.-.-._.-- ji i _ ii ii _._.-'.-----------_..--- --- -- i I it Ij l l ii (i _ % - CITY OF RENTON "LL Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator August 19, 1992 To: Jack Johnson Construction Inc. P.O. Box 1119 Belfair, WA 98528 (206) 275-5400 RE: NOTICE TO PROCEED Project: North Fork Springbrcok- Creek Regional Bypass Pipeline Contract No. CAG 92-081 You are hereby notified to commence WORK in accordance with the Contract dated August 10, 1992, on or before August 24, 1992, and you are to complete the WORK within 35 working days thereafter. The date of completion of all WORK is therefore October 9, 1992. However, Contractor shall be aware that all work within the creek must be completed by October 1, 1992, as a condition of the Washington State Department of Fisheries Hydraulic Permit issued for this project. Very ruly yours, J hn D. Hobson Project Manager Receipt of this NOTICE TO PROCEED is hereby acknowledged This, the 21 day of AUGUST 1992. CONTRACTOR: JACK JOHNSON CONSTRUCTION, INC. 6 '" By: . �., �' 1992 Title: �<PS CITY OF RENTON Engineering Dept, Please sign and return one copy of this Notice to Proceed Acknowledgment to: John Hobson, Project Manager City of Renton 200 Mill Ave. So., 4th Floor Renton, WA 98055 200 Mill Avenue South - Renton, Washington 98055 4R% CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator August 20, 1992 Jack Johnson Construction, Inc. P. 0. Box 1119 Belfair, WA 98528 SUBJECT: NOTICE TO PROCEED - CAG 92-081 NORTH FORK SPRINGBROOK CREEK REGIONAL BYPASS PIPELINE Dear Jack: Please find enclosed two (2) original contract documents for your files and two (2) "Notice to Proceed" letters. Please sign each of the Notice to Proceed letters and keep one for your files and return the other one to the City to my attention. Thank you. Sincerely, j John D. Hobson, Project Manager Surface Water Utility C:DOCS:92-630:JDH:ps Enclosures 200 Mill Avenue South - Renton, Washington 98055 4 +12062756400 J. JOHNSON CONST. INC 315 P01 AUG 06192 11 : 55 JACK s CONSTRUCTION, INC. P.O•BOX I I I9 "LMR.1NASNBJGiVN 98525 • PHOM =6)27"M , FAX M6)27&-MW GM�d Conkvala fiAAG xitsaMl Z DATE: . . 6. . '�?`�� . . . . . . . . . . TO FAX $: �35 0 0 03sy TONAL PAGES: . . . .?:. . . . .. . . ATTENTION t .o:�." . • . .l. .-% • o a • ■ �. • ■ • . • • . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • . • • • • • • • • • • . . • • . • • • . • . . . . • • •• . . . . . . • • • • • • • • • • e • ♦ • • • . •• . • • • ■ • • • • • . • • • s . • s • . • • • • . • . ■ • • • • • • • . • • • • • • • • • • • • • . • • • . . • • • • • • ■ . . . . • . . . . . • . • • • . • • • • • . • •'• • • • • • •• • • • f • • • • • . • . • o • • • • • . . . . • • • • • . . . . . . • • • • • . • . • • • • • • • • . • • • . . • . . • • p� Sf.. 3 IGNED= • . • . • • • . . . . • • +12062756400 J. JOHNSON CONST. I NC 315 P02 AUG 06' 92 11 : 55 JAAllp CONSTRUCTION, INC. P.O. BOX 1119 BELFAIR,WASHINGTON 98528 PHONE (206) 275.5400 FAX(206) 275-6400 Generol Contractor#JACK JC1182M1 JOB HISTORY Job : Hatch Street Sanitary Sewer, 1989 Owner: City of Walla Walla Contractor : Jack Johnson Construction, Inc. Scope: 5500 ' 27" PVC 20' -30 ' Deep with Extensive Dewatering Contract Amount: $1 , 320 ,000. 00 Contract: Jack Molsness, City of Walla Walla ( 509) 527-4537 Job: Columbia Shores, 1990 Owner : City of Vancouver Contractor: Jack Johnson Construction, Inc. Scope : Sanitary Sewer, Water System, Storm Drainage, and Sidewalk Construction Contract Amount: $700 ,000 . 00 Contact: Curt Ebel , Construction Manager ( 206 ) 696-8018 Job: 1989 Sanitary Sewer Rehabilitation Project, 1990 Owner: City of Shelton Contractor: Jack Johnson Construction, Inc. Scope: 5 , 680 ' of 6"-24" PVC Sewer, 30 Manholes, Dewatering, and Bypass pumping. Contract Amount: 768, 000 . 00 Contact: Gary Rhoades, City of Shelton ( 206 ) 426-4491 Job: ULID S-10, 1990-91 Owner: Sammamish Plateau Water & Sewer District Contractor: Jack Johnson Construction, Inc . Scope: 20 , 000' 6"-18" PVC, 8,600 ' 8"-10" D.I . Forcemain, and 80 Manholes Contract Amount: $2, 400, 000 . 00 Contact: John Kennedy, Project Engineer ( 206 ) 874-0555 Job: Silverbeach Trunk Sewer, 1991 Owner: City of Bellingham Contractor: Jack Johnson Construction, Inc. Sco e: 12, 179' 18"-30" RCP, 38 Manholes, and Bypassing pumping Contract Amount: $1 , 000 , 000 . 00 Contact: Wan Huang, Project Engineer, ( 206 ) 676-6961 Job: Lift Station 5 West Outfall , 1991-92 Owner: Soos Creek Water & Sewer District Contractor: Jack Johnson Construction, Inc . Scope: 2607 ' 15" PVC, 330 ' 16" D. T . Forcemain, and 10 Manholes Contract Amount: 644, 000. 00 Contact: Tony Freeland, Engineer, ( 206 ) 869-9448 4% , - CITY OF RENTON - Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator RECEIVE 74 —4"C.JXD Go. 5 October 23, 1992 Jack Johnson Construction, Inc. P.O. Box 1119 Belfair, WA 98528 SUBJECT: CHANGE ORDER #4 North Fork Springbrook Regional Bypass Pipeline Dear Jack: Enclosed please find Change Order #4 for above referenced project. This is for the tree removal and relocation of the 24" HDPE pipe. Please sign and return all Change Orders and I will send you an original when everyone has signed. If you have any questions or require additional information, please call me at (206) 277-6179. Very truly you , ohn Hobson Project Manager H:DOCS:92-853:JDH:ad 200 Mill Avenue South - Renton, Washington 98055 CITY OF RENTON �% �-41 Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator RECEIVED OCT 2 2 1992 October 21, 1992 Jack Johnson Construction, Inc. P.O. Box 1119 Belfair, WA 98528 Subject: Change Order #3, Northfork Springbrook Regional Bypass Pipeline Dear Jack: Enclosed please find Change Order #3 for above referenced project. This deletes the original stub end for the 12" HDPE in Schedule "B" and replaces it with the new coupling. Please sign and return all Change Orders and I will send you an original when everyone has signed. If you have any questions call me at 277-6179. Very truly yours, J hn Hobson Project Manager H:DO CS:92-836:JD H:ad 200 Mill Avenue South - Renton, Washington 98055 r' NOTICE CITY OF RENTON PUBLIC WORKS PROJECT NORTH FORK SPRINGBROOK CREEK REGIONAL BYPASS PIPELINE PLAN HOLDERS The City of Renton will conduct a walk through of the project site on Wednesday, July 29, 1992 at 1 :30 PM. Interested parties should meet at the entrance gate to the watershed located on the east side of Talbot Road South approximately 1/4 mile south of South 192nd Street. If there are any questions, please contact John Hobson at 277-6179. C:DOCS:92-568:JDH:ps t F MEICASCADE TESTING LABORATORY, INC . TESTING & INSPECTION/ENGINEERS/GEOLOGISTS SEATTLE (206)525-6700 12919 N E. 126th PLACE KIPKLAND, WASHINGTDN, 98034 (205)823-9800 EVERETT (2051259-0817 Project: SPRINGBROOK CREEK Date: 9/22/92 Project No .: 9209-87 Source: Unspecified Modified Proctor, ASTM D 1557, Method C ROCK CORRECTION NECESSARY FOR ALL +3/4" MATERIAL TEST RESULTS MATERIAL DESCRIPTION Optimum moisture =6 .2 % grayish brown soil Maximum dry density -138.3 pcf with rocks PROCTOR TEST REPORT 145 140 w ZAV for d 135 Sp.G.- 2.70 �n C 130 a) T L C] 125 120 3 4 5 6 7 8 9 Water content, % POINT NO . 1 2 3 4 Remarks: WM + WS 24 . 88 25 . 58 26 . 07 25 . 94 +3/4 = 22% WM 0 , 00 0 . 00 0 . 00 0 . 00 WW 500 . 00 500 . 00 500 . 00 500 . 00 -3/4 + #4 = 18% WD 481 . 00 477 . 00 469 . 00 464 . 00 - #4 = 60% WET DEN . 131 . 3 140 . 7 147 . 2 145 . 5 TESTED BY CHECKED BY MOISTURE 4 . 0 4 . 8 6 . 6 7 . 6 TO SUBMITTED DRY DEN 126 . 3 134 . 2 138 . 1 135 . 0 BY CGy�' q'3o • • !!N!!N!li�1NN1aINiN/N11��1�n6�1�Np1�gll�sli/ m liNNl 1/! iNlNNNtaN!!NN11111iN!!!!!!NliiNNpmdiff mm 11// Nli1!!!!pN!!NI!WtlNlnl!ln m NlnlNlilN!l !!!/! !1!N/!!!liNMNlNi!!W aN!!l/N1ta!!/NN/p!/!1///! !!NNlIN!liNlN11NNNnNnINNYNNH111i1�1/H1/111ii1 • • !!1!N!!!!N!•i1!!N/!!!!!p!!!pNlINMN!N!!N!lNINN !i!1!/!lNNNlNIfilNlNlni!!!l11lN1nNNY//N!!Ni/ !lNNlllNlfNNINpNINW NINNiilili WNI INNN11N1NN111N1HNi/N1laa1l11l1li/ :.• •AN �NMI�I� MtM�/!�l�M!!lNNf1� •• p!!1NliNlliN/pplN /p/!p!N!//f/ /!lliN!/NlpN/NaINll1liiNNNiilatNNlNlNi !!!/INNNNtNM•Will piNiNNINNN!!i/nilpiN!llNii� , NNNlIaINNNNINNpINNN!llBiii�n/NIMNii/ • i!ltil/v!llalNNlNNltllMlliNlliiNilalliN!/!!//// �liNNiataaNNNii/pal! 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'D CASCADE TESTING LABORATORY. INC. GATE TESTING A. INSPECTION/ENGINEERS/GEOLOGISTS CERT. NO. 12919 NE t26�— EKE K WKL.AnO, wMSTOP� 9903a t2061623.9800 PROJEi �EVERETT 12061 239.09 t 7 10 1 VqG LOCATIC}N c 1 TO: / / / DG. P IT NO. OWNER t WEATHER TEMP AT AM AT PM ENGINEER ARCHITECT ATTN: GG �� CONTRACTOR AS REQUESTED BY: THE FOLLOWING WAS NOTED: 0 ,o V n n4 Location . . . � . . . . . . . . � . . . . . . . .�� . . . . O. •�J-' Elevation Wet Density - PCF .�: .D. . . Moisture Content �� .2. . . S'�. . . . .�'. . . . . S.'.t.1. . . . ,/� .p. . . Dry Density - PCF Proctor Value 13,�f.Q Compaction — % Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Elevation 3•� /.-.S ,SD . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density - PCF �o . . . . . . . . . . . . . . . . . . . . . . . . . Moisture Content . . . (o,Q. , . 5,.9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dry Density - RCF 1 ,•�� . /,I L9,Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proctor Value l �,,� , • . ��,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — APROVED BY: //•� //� INSPECTOR: COPIES TO: ( ��_ { (/ FIELD REPORT Part-001 American Print-Kent,WA-854-3530 PREVIOUS N 2 4084 REPORT NO. CASCADE TESTING LABORATORY. INC. DATE CERT. NO. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS ^ 12919 NE 126•.- 0-4-ACE !/`, —0 KiRKLANID. ~S..rGTON 9603A (2066823-9000 PROJECT EVERETT 12061 259.0817 LOC rnItON TO: Q oL .S �- C l f�7 BLDG. PERMI O. OWNER / IOCC� 1 - rh WEATHER TEMP AT AM ) AT PM ENGINEER O�. ARCHITECT ATTN: CONTRACTOR AS REQUESTED BY: THE FOLLOWING WAS NOTED: Au D f (f-4, f, �f� C-O lvt O/J C-//O o-- Pn?t"1 PC C/ 16 fig (� r) E.ng�r�eer►n Location . . . .0. . . . . . . . �. . . . . . . .. . . . . . . . . . . . . . . . �. . . . . Elevation �SLIE 9"'�•� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density - PCF 13�,., . . /3 J,. . . �3.y 8. . . /. �.�/� .�. . . f �•. 6. . Moisture Content �. .,. . . . . . . . . . . . . . ..S/.S . . . . . ro. . . . . . . .(a c . . . . . Dry Density - PCF �a�.g,. 3. . . 1v28,. U. . 21.� j. 84 . . Proctor Value � .. . . Compaction — Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Elevation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WetDensity - PCF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . Moisture Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DryDensity - RCF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ProctorValue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — APROVED BY: /1 INSPECTOR: `� FIELD REPORT American Print Kent,WA-854-3530 COPIES TO: Part Part I Cascade Testing Laboratory Cert. No. !22nq—'3C. Page � oGD— Location IV. . . . . . . . . . . . . . . .Q./. . . . . . . .(::D . . . . . . . .O. . . . Elevation . .. . . . . . . . . .o).ate, . . . . . . . . .U. . . . . . . . . . . .':� . . .0 Wet Density - PCF . . . . . ./. ala:7 . 1. ,.� . . /o?�. / . . / j'.4 Moisture Content . . . .9:A, . . . . . . .6,q. . . . . . 8,41. . . . . . . . . . . . . . .c5'.�. . . . . Dry Density - PCF ProctorValue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — Location . . . � . . . . . . . .0. . . . . . . . .0 . . . . . . . .(�. . . . . . . . .0. . . . . . Elevation —/`/. . . . . . . . .-.�. . . . . . . `. 1. . . . . . . . . .141 . . . . . . . . (:�.Aj. . . . . Wet Density - PCF Moisture Content . . 9"S . . . . . . .9'. . . l.Q. /. . . . . . . . . . . . . . . . . . . . Dry Density - PCF . . . . . IC6,41. . . . . . /.0.�. . . . ProctorValue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — Location . . . . . . . ��. . . . . . . .I�a . . . . . . .a. . . . . . . . � . . . . Elevation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density - PCF ���.,c�- . . � a`a, -. . �.� � .�. . . . . .l.lS, l. . . . . .1��-.1. . . . . . Moisture Content . . . ci<<< . . . . . . . 8,. . . . . . .8•.O . . . . . . .8•.) . . . . . . . . Dry Density - PCF . . . d 9 0. . . . . . l 3.•0. . ./06 .). . . . ProctorValue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — Location /b. . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E Elevation �CC�'. l�C.�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density - PCF 1 Qt . . . . . . 5. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Moisture Content 8•q. . . . . . . • • 8•�•�. • • • • • } Dry Density �. . . . ' PCF . . . . . . . . . . . . Proctor Value . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — % Remarks: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �" �ft ter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tng reer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .P . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. DATE:✓/O- 122 All tests performed in accordance with ASTM CTL-001 American Print Kent,WA-854-3530 Part 2 PREVIOUS ,{ ^26 REPORT NO. LFL CASCADE TESTING LABORATORY. INC. DATE CERT. NO. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS (/t��/!] 12919 NE 126•- PLACE / � � / 1 `✓ /� K1RKL-AMD. vwsrwaTON 90034 1206/e23.9000 PROJECT {� ' EVERETT 12061259.0817 \) ►� �1 � LOCATIC}N 1 ,-BLDG. PqAMIT NO. OWNER WEATHER TEMP AT AM I AT PM -�T ENGINEER i ARCHITECT CONTRACTOR AS REQUESTED BY: THE FOLLOWING WAS NOTED: C ICE -� ` o AGJ it g Location . _ . 0 . . . . . . . . (D . . . . . . . .� : . . k . . . . . . .� . . . . . Elevation . . .35.8. . . . . .�56. . . . . . . S ..S.f . . . . . S 3. . . . . 3's. 's. . Wet Density - PCF &9: ss22 Moisture Content . . . .�.� . . . . . . ..S'.S. . . . . . �'.� . . . . . .S.'.V. . . . . .��� . . . . Dry Density - PCF �..3.�: . . l .7-.�. . <v: . . -��.1. >. Proctor Value ' �� . ./.�/. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I Compaction — % i 1 Location . . .fit. . . . . . . . . . . . . . . . . . . . . . . i Elevation Z5l.•., �� .SC.p . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density- PCF ,l ). . / S.�o . . . . . . . . . . . . . . . . . . . . . . . . . Moisture Content . . jo:C?. . . . .V.i. .!. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dry Density- RCF 122����c�� . �s V, Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proctor Value . Compaction — APROVED BY: INSPECTOR:�Lz' �zz 46'�y ec7lc COPIES TO: FI E L REPORT Part CTL-001 American Print-Kent,WA-854-3530 PREVIOUS 6 � REPORT No. CASCADE TESTING LABORATORY, INC. DATE CE T. NO. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS _ ^ 52 12919 N.E. 126T.. PLACE KIRKLANO, WASHW4GT0N 96034 12061823-9900 PROJECT EVERETT (206)259-0817 4 LOC TION TO: G174 SLOG. ERMIT OWNER WEATHER TEMP. AT AM Clf AT PM ENGINEER ARCHITECT ATTN: CONTRACTOR AS REQUESTED BY: THE FOLLOWING WAS NOTED: SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO:�()Atl -� 5 FIEL REPORT / SIGNED: i PREVIOUS REEPORTPORT NO. W 3534 CASCADE TESTING LABORATORY. INC. DATE CERT. NO. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS l` 12919 N[ 1261- v�w.CE Q .1 K wKLAf�, w..s..rGroN 00034 t206Ie23-9900 PROJECT EVERETT 1206)259.0817 � i LID TION TO: `2 LDG. PERMIT NQf OWNER WE ER TEMP AT AM c L :. AT PM INEER / ARCHITECT ATTN: / t� ,cif Z4 r�-t CONTRACTOR AS REQUESTED BY: THE FOLLOWING WAS NOTED: J _ L� S GLt� ` 6 • 'N 4, -V w n' 0 Location . . .0. . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . Elevation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density - PCF 431111 CJ . . 43 I . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Moisture Content . . . �..�. . . �, l . . . . . Dry Density - PCF 14; D ./. . . /(;�- Proctor Value �c,3L!�Q. . l�L�. .Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — % t Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Elevation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density - PCF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Moisture Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DryDensity - RCF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proctor Value . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — APROVED BY: Jam, INSPECTOR: f/ COPIES TO: (-�'— , 9 � FIELD FPO R T Parj-007 American Print-Kent,WA-854-3530 REPORT NO. 'T!J?54 CASCADE TESTING LABORATORY. INC. DATE CERT. NO. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS 12019 NE 1261- PLACE / �r KIRKLA/0, WA.S*-W'#-TOI 90034 1206+623•9000 PROJECT EVERETT 12061 259.0817 ^ j 1 LOC TIO TO: A), is BLDG. PERMIT NO. OWNER WEATHER TEMP AT AM A'_ ) JF r__, AT PM OJ�_ ENGINEER ARCHITECT ATTN: Aso CONTRACTOR AS REQUESTED BY: THE FOLLOWING WAS NOTED: f hcr-� ��-�r S/?i F a � �' „�� CO lvt� C''�/Or rPFZ?G(//PG' J a�[ • �\ • u O. . . . . . .�T'�. . . . . . . . Location . . • • • • • • • • • • • ��• • • • • • Elevation SUE £ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wet Density- PCF Moisture Content �< .,. . . . . . . . . . .Si.5. . . . . �< . . . . . . . . Dry Density- PCF -� Proctor Value . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Compaction — Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Elevation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WetDensity - PCF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Moisture Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dry Density- R.CF . . . . . . . . . . . . . . . . . . . . . . . . Proctor Value . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . Compaction — % APROVED BY: INSPECTOR: COPIES TO: FIELD REPORT Part American Print-Kent,WA•854-3530 +12062756400 J. JOHNSON CONST. INC 437 P01 OCT 02' 92 16: 12 JACK ►,! �� , � • CONSTRUCTION 7992 INC. P.O.BOX 1119 BELFAlP.WASHff4=N 98= PHONI CM0 27S-5t00 • FAX(M)27b-6M 94wowd Gon%%Kgw#AcK Jai am] DATEs . . .�J.Y. . ©��. . . .� : . . . . TO FAX Li / 2#: . . . . �. . . . . . . . . . . . . . . . . . . . TOTAL PAGES: . . . . . . . . . . . . . . ATTENTION . ... @• . . :Y.�:. t:'�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . MESSAGE: . . .DA*... . . . . �2 r2� tT cS ( A--ri' • • • • . • • • • • • • e • • . • • • e • e w . w. 0 . • • • • • • . • • • • • • • • • • • • f • . • • • • • f • • • • • 0 . • • . • • • • . • • • . • o . . . • . . . . • . . . . • • • . • • • • • . • . • • • . . • • • • • • • • • . • • . . . . • . . . . . . • • . • • • . . . • • . • • • • . • • • . • • • . • • • • • • . . . • . . . • . • • . • • • . f . • • ♦ . • • • . . • • • • . • . • • . . • p • f • . . • • • • . . . . . . . . . . . • • . • . • . . . . . . . . • . . . . . . . . . . ► . • . • . • • . • . . . • . . . . SIGNED t �� . . . . . . . . . . +12OG2756400 J. JOHNSON CONST. INC 437 P02 OCT 02' 92 1G: 12 (ft::]Associated Sand & Gravel Co., Inc. CSR America Company 100X20 7 • 6300OLFNWOODAVE• • EVEMM.WASmNGTON98Z03 October 2,1992 Jack Johnson Const. B O BOX 1119 Belfair WA 98528 Attu: Mark Re: Certification of concrete pipe, rubber gasket joints, pr®cast catch basins supplied to: North Pork Spring roc Creek Regional Bypass Pipe Line. Gentlemen: This is to certify that our concrete pipe, rubber gasket Joints and precast catch basins supplied to subjeCt project are made in accordance with and are equa►l .to or exceed the following applicable specifications: 1991 APWA/WSDOT Standard Specifications for Road, and Municipal Construction. City of Renton Standard Plans 4811, 5401 , 72" dia. Typo 2 Catch Basins ASTM C478 24", 36" dia. Reinforced Concrete Pipe ASTM C76 CL 3 Rubber Gasket Joints ASTM C443 eayA Concrete Products EVBR�'fi'(206)355,211 i • SFti7'ILE(206)6Zi4J61 COTMwcrOR REEK rawnoN 0223-01-601-SO-CS.c37260 TQTAL P.e2 +12062756400 J. JOHNSON CONST. INC 340 P01 RUG 25' 92 15: 45 JAAllo CONSTRUCTIONS SIC• P.C.BOX 1119 BELFA1R WASHMGWN 9"28 • PHONE CM)276-MM VAX C206)275-6 W awwwai Contmew VACK J0182MI DATE t . . 2 . • .�'�`}: . . .i9. i�r: . . . . TO FAX TOTAL PAGES: . . . . . . . ATTENTIOR . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • s • • sea ■ e • • • • ■ • s • • • r , MESSAGE: _ . .P ea�.�. :CM . .�. .4��tr . r�:�l��. . :. .Go���s. .od. . . . . . A.U... .5Q bJai ifAJS. AV. .1�'. hi4�.�e. Acl i. ... ..1:t. . . . . . . . 6.-e . 4p.6,! . I� Ay, Jfi ,pM. 9nV"A0-r). :acVf�CCs�.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . t ."`k:.`�41l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • a . . . . . . . . . . . . . . f • • • e • • . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . ■ • • . . f • • • . • • • SIGNED: �• . . . . . . . . +12062756400 J. JOHNSON CONST. INC 340 P02 AUG 25' 92 15: 45 JACK • • CONSTRUCTION, 3 INC. P.O. BOX 1119 BELFAIR,WASHINGTON 98528 • PHONE (206)275-5400 FAX (206)275-6400 General Contractor#JACK JC1182M1 25 August 92 Letter # : 05 City of Renton 200 Mill ,Ave . South Renton , WA . 98055 Attn : John D . Hobson Re : North Fork Springbrook Creek Regional Bypass Pipeline Project Dear John : Attached please find (5) copies of our project submittals for the above named project for your review and approval . Each copy consists of product information from Enumclaw Quarry for stone for filling gabion baskets and hand placed rip rap . If you have any questions please feel free to call 275-5400 . Regards , Jack Johnson President 2J +12062756400 J. JOHNSON CONST. INC 340 PO4 AUG 25' 92 15: 46 ITZ Oft NO. compamlim 44�', •rrr Irv. + wo. t"NO. maeua Or ontmm unt 18 3se 9A QlLt . wom ccvvnrn r � ,�Ae A. • A. etc. 13 T. tO h- R. E. OR W.W.M. im.63 • STA. MO. •',:�• !�• AVq.'.STq1PPNG cipm AVM osrrli 01HER QTVVP o tMreown MM4evM RED 1VWVftt4 +r AREA S7 -Twe SAMPLO RI oaMoorMeO TRULY NlpRlSlNrALM oP > 3N�M 3E�lIf Si1J1E SERE • .� i W.rOR- WKI TPA"AS FOLLOW& WAIM AVAILAMU LEM,WILL IT 4"W . :z 0 YEO U NO O LARGE D SMAtt WSW MW 11Mv-SA ME ATAAL r;:ATMr M76 M9 AMW u+e "W" 9AMrL"FROM-GAME DUCalr oruar+ta eAr18fAQTWty O YES: D NO a YES� O U Yea D No(wH") s�Msx sc�e s*, ff Iran At ImTYMAL rare 1"OrrrAUC aPwaS ereFtrli v O YES D No %"AcTER3=9 ROT Ar'IAA[Kf rN BAL(PLE IF WORM rerevlo my,1TFilM AM BY Wnvr+rr +ea Ara ADM"OF OWMR � �►1 t3+v►Cx�..c2. �.s J}�1 `3� - �L+ �i)rMY t_�1 � �t 801.Z, i OtrPeMT�A!A N7iQt.!' a ,� •� `r� Scams ,#*- i "'0111411 eraarke TEST WORT FO 4k'01 LAB O � ;f Sieve Analysis of Aggregate Other Teat Results Sieve cumulative X % Spec. % L.A. :Test , 2 Size Wt. Grams Retain Pass Req. Fran 0 t i Deg. Test Bulk $p C Dust Ratio_____._ I 1 1 e r e r I Stabilcmeter: I S R Nue Swell re s Total Wt. Received / Drain Fact Remarks Q �r Mtls File Chen Filam_; tabor Codes �Y � l Phys Tests,. H. C. ; 'r,4 a 6 ,Date By Chem Lab _, Dist Adm ; t Proj En g (X)2; tap f RODNEY 0. FINKLE, P. E.J#'-" Dist Mtla Eng. __.__.I r`yy> ; MATERTA ENG;NEER FORM 350-062 (aBKgorm) A xel J- A +12062756400 J. JOHNSON CONST. INC 348 PO3 AUG 25' 92 15: 45 -------------- RIAG COUNTY SOILS XXO NhTERXhLS LASORATOAY 7733 LEART WAY X.L RSDROWD, MABNINGTON 98062 296-7709 FRr �Ody+s'►� lC�bcRAd� �ROJaCT No. URTBRiAL's uss DATA SAKFLSD U" lsaTSD "��(:�'Z .�,,, TZGTSD BY L" s0. tY-b sVLW sp�CZlZc e&mix R!D d�j��„�iZ4� (rtABRNME 1311 METHOD 1221 Volght of satusateop Surface Dry rock in sir (A) a- Weight of Saturated, Surface Dry cook in water (e) Bulk specific gravity (B .S.D. ) � Z 'G 0l � - s unit Weight - - I 7. lbe/fts 8peeifioatioa _ 160 m1n tbs/!t3 1tT2 a ! A [DARTA taloa T 12 AA l Degradation pastor apeoification �psLla AUM162 t IMMINGTON =!s! M rgoD AAJAU L.A. Abrasion ( 500 Rovs. ) specification am guav t ftau sas LAMU, 7-12,51 sulphate soundneas 19 Cycles) specification JOHO Own A MATERIALS Va xaterial Does � 151 DATA Oyes �?�st•it lien Matertai Dues Not Cmnt,vclroo E-4 meet I POOL tILAq°mffl40P Poke Ent,. aI B =FnAL9 Fi MN EFU _ P.03 t THE CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS RENTON, WASHINGTON 98055 - 2189 PHONE. 23--2631 FAX: 235-2541 FAX TRANSMITTAL DATE- TO: y\s ly/1 FAX !#: 2-eo — Z75 6?crb FROM: SUBJECT: �►2c�rCT3r�� ��-e� �,�� �� 4�-c.r Number of pages excluding cover sheet: Z SEP-21-92 MON 17:44 Hong West and Associates FAX NO, 17b7506 P. 02 HONG WEST & ASSOCIATES INSPECTION REPORT Project: �Ri -_ __ ,._.....,....._....... ...._..._......... Address: c�t,T-oft, c,J HWA Project No: � 7--/ Permit No: Contractor: ... ................--------..,..._...._..__._...._..._._.__._.._..... Engineer: 1 N op1)VJ"' Contractor Rep: �/�c,��o,(,,t o h Date: -�,� — Day: Sub-Contractor: .....g.. __.1...� .----- _.. ._.-._..--.._ __............._._._._.._._.__..,............ _._._.._.._._. Weather: ....... Sub Rep: __..._.._._....__.................._......._....__.........., HWA Rep: ._/ N,.. ..._.....-.........._ ,......... _......._.. 1✓gsiiJC1.l..NV._'Sl(a._._._�rEP.�?�^I_� ._. f ._.fj..... �' ._..._.. .._.A._. ................. P!1,.> -g�. ._.� _.1Sr..,.,,..i ._...�2� 5.....-....�tY�O.-._.1 ._.�S/ .. ?1..�✓4._ .._Y_ ',,. _._._..............................._ _--- - _........----.---.-.__. _._ �-T......., ..w .....,............... ....__._...._.........__._ ...... . &r-J_�_.at °/=_ .._..__._._._..... �._..�_.�-.. .._.._._.___1'14o_Q.G..lt . ...,..._. .S_...f__� �., ._.. 0 .0...._ ��.._..�skew4.4....1SE...A G 7 A�I.Sy , .�J3 _..,...._.�.51 1 _._. t� .-._. ' 1NG�. _._.._.............,...._.._....-.--....--..-.- 'i Signature: _..___ ,.._.,_......__ Page: ..__._.r..... of ...,, 18908 Highway 99, Suite 20, Lynnwood, WA 98036 • (206)774-0106 157 Yesler Way, Suite 505, Seattle, WA 98104 0 (206)622-7698 m --o 8,N BERM CONSTRUCTION - N CD TOP OF ;4Wi0E BERM EL. 368.0 I ,-- 0.67'DEPTH,COMPACTE.O CRUSH SURfACln6 T09 COUNS�! .A \ cn o s BERM COMPACTED IMPERVIOUS SOIL. 1 w 1 % a 12" H.ORE. PIPE I.C.=354.0 -c7 � w M . ,: •�:'I CUT OFF KEY WALL X 36 CONC. CULV. IC.: 357.0 El 3 24 h. v O -CTI 2n H.D.P.E. PIPE W/ 90 I .�349.67 E ELL, crn CD EL. 4 8 V. L. 347 N. — rn SECTION R - R 15TA.10+00"C" v KC I ur A-LL I CD w 6 HANDPLACEO RIPRAP ELEV. 362.0 i EL. 360/2Z'N. Z �% �= CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Lynn Guttmann,Administrator October 12, 1992 Jack Johnson Construction Inc. P. O. Box 1119 Belfair, WA 98528 SUBJECT: CHANGE ORDERS NO. 1 AND NO. 2 NORTH FORK SPRINGBROOK CREEK REGIONAL BYPASS PIPELINE PROJECT Dear Mark: Enclosed please find originals of the above-referenced change orders for your files. If I can be of any assistance, please contact me at (206) 277-6179. Asingrel:Z John Hobson, Project Manager Surface Water Utility C:DOCS:92-808:JDH:ps Enclosures 200 Mill Avenue South - Renton, Washington 98055 MN e c r'd �• { f� o- 1 a 4 —63 i F"✓ 'jj'�k'Kl <1 l''Sh,Vr 'n}a lid_ ;Xrjy.k � F1 .s°• . r ,r:.. ..kr�+fix „ '{'•' r 14 a <' B b V Waste Sc f rice T nofogy Corporation 39W port of Ta ma p d m. Taroma,.Washinlgtorr 9 =1046 Attention: r, ,,lirn radford Subject esufts f lorarory Testing „ }f acific oksnd Coal Mine � d Washington ��i-� is Gentlemen: _ . a In`accordance ` t" `nest, we have` performed selective laboratory tests on Y ; k, rWesentatIV6' ; till, sandstone; , sfitstone, and fire clay obtained .at the f'tific CCfe 7 Black Diamond, Washington, These samples: were r ' 01i(Nned dui + r as rebruary 19W. These materials are being considered ` for use as a fov+ I cover at the Tacoma Landfill closure. Attached at Ahe t rid of , ' tter are the results of our testing on each of the four matarials. 1Nte have pert grain size distrbution analyses on each sample, including hydrometer anal , F also performed Proctor determinations (ASTM:D 68) for each of the samples ed constant bad permeability tests on each sample at melding moj t how optimum, ngar optimum moisture content, and slightly MV above optimum r t. The results of the testing are attached. i�. �i Briefly, all of the t4 V bited permeability coefficients less than the required uv. 1 X.10-5 cm tIon of the sandstone, when compacted dry of optimum water conte , aterial woui8 be considered marginal for use as ,a low Oln,eobli h measured permeability at or below optimum water �:s��ti.... ,,�cNn+.,.h>s ,, r..V}MM:n••,'e'SJA}l43w 1R'..-. .rt• _.. •;n.f.1�.:::2 (_..�.,`'�::. ,Y. ��.::.` ,�S'Lt, _tia`v,�. f � ��1�.; rK � � �r, r`''rr•P ob y�` .ng'�r r� I e a i M Waste 6clar Corporation - w trim: C. Th6 glacial till mat rial,wa 1 simllar to material available at the Tacoma Landfill, and would therefore not be rE commc ndod.for transport to'the landfill site. - r - The fire clay was ocated releftely deep in the pit, and would apparently not be rdadily iF available. In add ii Ion; th fire clay was relatively hard, and appeared difficult to break �r f do%rn for use as a soil lin i The siltstone (shale)pat i$,appeared to be 'the most appropriate for consideratipn as #'Y a low permeability. borro source, We observ0d the material had been placed in reads, F ' and could be faily lea ly token down into soil. Sufficiently low permeability was measured, even rt.the of optimum Water content. It should be noted that the contact between he 61 c�f ' nd the sandstone was gradational in some areas. For II ?ti this reason, It will be 1m to monitor grain size distribution during excavation and �. } f'T prior to transport o the S �e�that the appropriate material is delivered. We mea�ured k a percent prism t i 'U. p '200 sieve on the siltstone/shale of 54 percent by weight. a�. Testing by (is t y, Inc. on a sandstone sample measured 27 percent 61 it fines and di 6►y�° ' �q[ fty Coe icient of 3.7 x 10-7 cm/sec. when compacted to to . •i 118 pounder ` density of 11.5 percent moisture content. Based o this t it sple� saga der range of siltstone could be used, possibly' with 5 .:Fyn, i.t, jaeCnlg�°flies _ roximately 30 percent or less by weight. The p�ecise range will need to additional laboratory testing. } r M+: S�l'Td 1 tt• � yyy���yyy. 1•�i� ,�n r��`5 A ' � \t1 �. '�"y�,�,�F }�jh�'NP. '7;�` ' .. R.'. t ,,�,y{ �� it iiTj•�.y�.�i1 � r/l .,.ti S, :ail y •'b4�}' Y r - t - i S F' j�X'( '� ; •pia S;�,•;?�� t'���� �>,? ;� �� i;Y �, '� �,. �r �x , � i�t��fr/r5r,`'p't ,1,.�. . '',�S* 'I`��'PI, . ��'+� � ., .• ` i ''� ti� �.r �". i �y� h.(� .+Y� �i r t 44 f � y ` �Y Q)�'{^ .x -. i � -ti: t �r '4ir{y +1L•V r .F`�'y S S? ,> ^:` 5 }a ��,5' � .�. r . }/•..•. a .-�:. •',``.'Ker'.'t'r3�.. �:ti`;::'V�::C.• • i �L �+� y) 9 y� 6 � ate_ }} rporation .; ,� FW-6435 Page 3 • rust thin letter �tC1t1 current needs. If you have any questions, or if w Gan perlide further In't add j pase Lail. tj Aectfuliy sub fitted, kt. - 8t ` M1 Af tENHOUSE-2 MAN ASSOCIATES, INC. t s .. f4'}, 2 ,�a ,�s S. Dransfi ate Vir, it; Enclosures: T�bie I. nary of Permeability Testing _V t Graln Siz a , ibutiori Analysis (2 sheets) i�� s � • q JSb nkb2 lz i i ice. '� :,'4' �t7�.'1 r;,; .� <f!S^;i .+"�:•'^ '�. j r+cr �4��S. � ._t '. r"w..- „. .)i�, Y.v •y7��. ;�,'Pl." �, � `_ r. :�k'X �?+?�(�rw4� 1. ✓Su} �!: '� S i..� 4b Jcr J' � � � 4` zY Y� '.A ysTi.: `�`� it y-. �`*� •' i � � f �\\'�,K'7':y-`.�! ti� ,JLl` �dtt7., tire.c, �_ � r.G, r� -�•,S Syr. w..{ v� }'iYh�., `�J ?Sr, .'C343'A!,�"�.`.yG,. .��i'el�`3}5.�� ,,.2,;n:�� �a�:xak.+'� �C..7r.}.. �• _ ,rr4}ri•. '`, M.��y'..'�.i� - j • � � d h }. }} :c�°i a <xi ly',++�A,y�•i,'r. ,�'. l'-,r� F'!R` :r� ,��}�a, ��75 TABLE 1 i>s21 ` SUMMARY OF PERMEABILITY TESTING I p � , PACIFIC COKE AND COAL r� { TACOMA LANDFILL { SAMPLE ASTH1' D 698 PERCENT DRY MOLDING PERM$ABILITY COHPACTION DENSITY MOISTURE CQEFFj.ICIENT MAX. ENSItt4 OPT. MOIST (ASTMt D 698) (PCF) CONTENT (C4;SEC) RM z _ �x f aE CLAY 129. 10.5 90.1 116.2 5.4 2.2 X '10-6 V:: 96.1 124.0 7.9 1.5 x t 0 7 06.0 123.9 13.0 4.1 x 10 8 9A405TONE`r 121. t1.5 95.7 116.3 7.2 1.1 X 10 i 99.1 120.4 10.3 5.2 x 10-5 r s ^+.`' �' 98.3 119.4 13.6 3.7 x 10-6 GLACIAL,TILL 133. ; :�•S 96.5 128.3 5.0 1.2 X �0-5 100.0 133.0 8.7 2.0 X 0-7 It 98.S 131.0 9.8 1.6 X 0.7 Sit.TST6NE/3HALE 124. -, 1.s 92-3 114.E 7.3 3.0 x 10 d } 97,1 120.6 9.1 3.2 x 0-7 ,'i: �'i • • �' fi ��' 98.2 122.0 12.9 1.6 x �0-7 r _ tt Y r , !V x !1 , 7 X � .FL �;f1h dd��Y Y`7?. �,:,:.1•ej.•1;Y 1' 9 V:77 rr \ �`r\� l 'Y)1 ,.7... u....,.... , a.z.'�,atiYS .t4�.9 �...: {�.: �..... ?•a^`..�t S6:i< )�?ii, ..A�L.fi.4�e ,d.\ " TION I' 60 SIZE Of �PENINQ INCHES U.S. STANDAA6 SIEVE SIZE HYDROMETER 1 0� EIt�E 4 10 20 40 60 100 Zoo 4 - 1 10t1 1 i" t I — 90 ac ITf; :�_ 1 — so 70 x � �' � JJMM � i W EE I "I# .3�. 1 N 80 f7. 111 - — 60 f• 50 i so U. 40 20 I I 20 Y 1 10 . + — — 10 e 1 1 l : I I � 4 I I 1 � : •� ti00 10 i.o 0.1 0.01 0.001 jGRAIN SIZE IN MILLIMETERS { COBBLES Co a! Fine' Coarse Medlum Flne Silt —Jclay ORAVHL SANG FINE GRAINED j "888 + bertn Sample Depth Molature % Paslinq 200 ;3 �i jltY , ;_ N E 7.2 13 M - f �a+h TACOMA LANOILL` CLOSURE PACIFIC COKE & OAI, MINE : r BLACK DIA OND, WA. MAR 1990 i W-0435 R1rT&VK0USE-ZFN4N A i ... � AZOCZA ra INC. MAN Georechnkd Consultants w. 1400 140th N.E. Bellevue, W(cshington 9800 :06?7.16-8020 y0 w .Ltdi.�:N,r.:.:�.tit/Y.JX..1r'..•:•..,.i"r.:111.N'. .'rv.�'4Yf.!°.O'1/'./.�17:+Sf ':i .f.'�"'.. . .. ":.• •.`, •:!•t`.. •-..".•S .. . _ ,I ISTRIBUTION t site Of P�NINa 1 *JCHEs U.S. STANDARD SIEVE 81ZE HYCROMa;7Ed 0h' i 4 10 24 40 60 100 200 I �3. 100 try I o`" 90 fl _�. ea 70 - 70 f_ 60 so II i pz U. uj 30 i t 30 i 20 lo !] I � ' It 00 10 1.0 0.1 0101 0,001 DRAIN 317E IN MILLIMETERS s` Cb88LE9 Coa s� .q Fine Gogrse Medium >•irtio Silt _ Q tL SAND FINE GRAINED 't: Sorin 3ampte Depth !1, Moisture PatilnQ 200 QLAC L.TILL 8.7 8 I, ..>....... ... SHAD. /SILTSTONE 7.3 4 yr TACOMA LANDFit, i CLOSURE PACTIJ COKE & OAL MINE LACK b1A OND, WA. ' MAR 1990 W-6435 d} RITTE VH0USE-ZE C4N A ASSOCL.4 TES BYC. Z n � j Crotechnica!Consultarrrs 1400 140th N.E. t" Bellevue, Wathfngton 98007 �+ i' (-06)746.8020 r MATERIALZi Sieve Analysi TESTING CORPORATION -1-7 Project: !!�12/ File#-. Inspector- Date: Contractor: Client: Source: U.,O— LocatiouILD.: V,,—J 1 Cumulative DRY SIEVE SECnON Retained Percent Percent Sample Sieve 0 Steve Size weight Retained Paste Specifications Does Sample 1 3.0* 75.0 mm Meet Specifications 2 2.0" 50.0 mm Yes: 3 1-5" 37.5 mm No: 4 1,751 315 mm ✓ 5 1.01 25.0 mm tl %Gravel: 6 3/4' 19.0 mm %sand. 8 S 7 518' 16.0 mm %42M 81 1=mm 9 318- 9.5 mm '7 10 1/4' 63 mm 11 #4 4.75 mm 12 Pan Total Weight z C) WEr SIEVE Swnori i grams 25 grams) Before Wash Weight .I(A-B) A x 100 Before Sieving weight(A): 3 L-6-,10 Axcuracy of Skmtug:is greater than 0.3%then the results suspect and should not be used. Sieving Weight(H): 7�% # if .=.Cy of si ev� czmaladve Sam 4�1 Retained Percent Percent Pk Steve# Sieve Size Weight. Retahked. Passing Speciftcations Dlo=Diameter in mm at 1096 passing 13 #4 4.75 mm D�0=Diameter intumat30%passing 2.36 mm 14 #8 Diameter in mm at 60%pawing 15 #10 2.00 mm 16 #16 L18 mm v'-j%0= 17 420 -o- ()MO mm 3�-57 jS #30 0.600 mm 19 #40 0.425 IM 20 #50 0300MM --x.=Die/(Dio xDw 21 #60 0.2M -7 io =75- ID 0.180 mm 23 01 22 #80 3 #1000-e' 0.150 mm 01 -00� 19 Z�F-5t 11; Z4 *2M 0.0,75 mm Gf ASTM D 2497 SON Cla'ulacation: (206)850-7797 4050 Auburn Way North,Suite 5 Auburn,WA 98002 230 South Cole Road - Boise, 10 83709 - (208)376-4748 —7 +12062756400 J. JOHNSON CONST. I NC 39 E 901 SEP 16' 9Z 10: 06 + v JACK • e CONSTRUCTION, INC. P.O. BOX 1 119 66LWR.WAMMMCM 9"28 PHON li Q06)276-b400 FAX CW6)2754W 4aaro!Contmc of 1 ACK JOI NU l DATE: . . . . . . . . . z54 " TO PAX #: . . �. . . . . . ..iw . . . . . . . . . TOTAL PAGES: . .-.D . . . . . . . . . . ATTENTIOI1t . .�1 . �.�.. .RQ:1bya. . . . . . . . 4V\. a. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MESSAGE: _ . :�'r • • :. .4�::�'.`: �:b.':�. . . . .:� . :S •�1?;� • , war;�e�: ��. . . . . • . . . ���t. . .��.y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . • • • • f . . . ♦ . . • • • • . . • . . . e • • • • • • • • . . . . • . • • • • . . . • . . • . . • • • • . • • • • • . • • . • • • . • • . • • • . • • • • . • . • • • • • . . 7 • • . • • • • • • . . . • • e • • • • • . ♦ • • . • . • • . • . . . . . . . • • • • . • • • • . • . • • • • • • • • • • • . . • ► . . • • • . • • • • • . • • • • • . • • • • • • • • . • • • • . • . • . • • . . . ♦ . • . • • . . • . • • . • • . . . . • • . . . . • • • • ♦ • • • . . • . . . • . . • • • • • • • • • • . . • • • • . • . . • . . . . +12062756400 J. JOHNSON CONST. I NC 396 P02 SEP 16' 92 10: 06 MATERIALS Septtmbcr 14, 1992 fI l}ago# I of 1 • TESTING Report#A.92094.004 CORPORATION JAL'K JOHNSON CONSTRUCTION P.O. Box 1119 Belfair. WA 98528 Attn: lack Johnson Re: Moisture Density Rel2tloaship Project; Spriegbrook Genticlnaw. As requested MTC bas performed a proctor on tilt sample rdf rcnced below. The besting was performed in aeeotdoce with cumin AASM or AS71A standards. The regilts obtained in our laboratou were as follows -Datafibuml !a it obtalnedt sample IDi Semen ASTM D 2487 Ckpiliolf2j. ow-OM:we dcd vet Vitt&sand Stwipte Preportd: o Fits x Maeusl: x Teat Sabina AASHTOT ISO. Mct1>od Alrl'M D 498, iM D f 6s9: x C Assaawd Min Foreenr Dr7 Sp Or, Nundor MAsture Dully 2.65 1 42 124.3 2 $9 12D.5 3 9.8 ts8,1 4 11.tl 125.6 Matmm Dry Daratp s 139.9 LWet Wo n. Opttt»t�%watum 9.2 Fercent Noistura 1bnsBy Curve tlry Mnsity ..e...,� — tass USA 0.& 7.0 0.0 It0 A.0 PrrC•Rt JAOhtYr� Average Pcnneability{cur)s)0 1.66 x 10-5 as per ASTM 5084 if you have any questions concerning the test results,the procedures used,or if MTC can be of any further ass3starlco pietist call oil us at(206)850.7797, Respectfully Submitted. MATERIALS TIS'TING CORPORATION Phil Best Division Manager urA eenne . 10AM ACn.77427 �wv nuw.n ..v.v 01w".•, ....----- .-- --- - 23o South Cole Road • Boise. ID&3709 - (208)376.4748 1132 S.E.Salmon • Portland, OR 97214 (503)238-3824 +12062756400 J. JOHNSON CONST. INC 396 P03 SEP 16' 92 10: 07 MATERIALSsep1cu►ter la. i992 Page I of I TESTING Report A92094-Ot)2 CORPORATION JACK=INAM t`ON- rRUCTIQN A.O.Box 1 t 19 B`lfair. WA 99528 Attn: jack Johnson Re: Aggrognte Sieve Analysis Results Project: Springbrook Gcmlarnen; As requested MTC has portbrmed a aicvo analysis on the Samples obtained by us on the above rJerencod Project. The tbllowing are the nsults obtained by our laboratory; Source: Stoltewaty Sunset Rock Quarry Date Obtained: 9.10-92 Sample ID: Screen Re ea ASTM D 2487 Classification: GW-GM;Well graded grovel wlsilt&sand F73;14' e Peesant Arch tinln b S tfteattem fog too 100 100 5�8• � tn• w 73 U4" -66 23 minimum 04 46 f! a 35 /16 920 27 $30 940 22 40 nu►4wum so #60 19 VIM 16 1S mi #200 31.8• mtnum Mccfs b�ca: No NOTE: "I" indicates whore specifications arc not niet. if you have any questions concerning the test results,the procedures used,or if MTC can be of any further assistance please caU on us at (206)$50.7797. Respectfully Submitted, MATERIALS TLSTING CORPORATION Phil Best Division Manager •..L..— %iuw eeAM MnR1 ASR.7707 230 South Cole Road • Boise,10 83709 • (208)376.4749 1132 S.E.Salmon • Portland,OR 97214 • (503)23e-3824 t JAiA • CONSTRUCTION, INC. P.O. BOX 1119 BELFAIR,WASHINGTON 98528 PHONE (206)275-5400 FAX (206)275-6400 General Contractor#JACK JCI182M1 15 September 92 Letter # : 10 City of Renton 200 Mill Ave . South Renton , Wa . 98055 Attn : John Hobson Re : North Fork Springbrook Creek Regional Bypass Pipeline Project Dear John : For the past several weeks we have submitted over five gradations on the impervious barrow material all of which have been rejected . Originally we submitted on materials from C . T . I . which they said would meet the permeability but had to high percentage passing the US #40 . The material from Silica Recycler met the gradations on the US #40 but only had 13 . 4 % passing the US #200 . We submitted materials from Cadman , Lonestar and Sunset Materials all of which have been rejected . All of these materials were a result of contacting over 15 suppliers in the area . One of the materials submitted by Cadman met the gradation , has 23% passing the US #200 and only has a permeability of 6 . 9 X 10-4 . At this point the job is at a complete state of shutdown . Nothing meaningfull is being done . We are loosing the little good weather that is left in the summer . I am very concerned this material can not be found in this area . I called all five of the supliers given to me by you from King county and none of them could provide this material . It appears you can not have this gradation and the required permeability . I think this material was invented and no sources were researched before it was wrote into the specifications . The tests I have been having done has been costing hundreds of dollars not to mention being completely shutdown . 15 September 92 John Hobson Page 02 The impact of this is open as we are continuing to look for the specified material . I have enclosed copy of Material Testing Corp . permeability test and gradation on Cadman material . Please let me know of any other sources that you may have . I will be updating you with new information as I recieve it . If you have any questions please feel free to call 275-5400 . Regards , �9v'44�� Jack Johnson President JJ : mns Enclosure SUN 1 6 : 50 M T C P - 0 5 MATERIALS September 14, 1992 TESTING Report A92094-005 CORPORATION ION JACK JOHNSON CONS1 iumoN P. O- Sax 1119 Belfair, WA 98528 AIM lack lolutson Rc;: Moisture Density Rclationship Project: Springbrook Gcnticmcu; As requested NffC has perfonmd a proctor on the sample rcfI;rcnred bcluw: The tl:sting was per;ormcd in accordance with current AAS14TO or ASTM standards. The results obtained in our laboratory werc as follows. Source: Cadman Date Obtained: 9.11.92 "- Sant le In: ASTM D 2487 Clamtncatlon: SGSM:Silty,clawy sand Wgrqvcl Srunplo Prcpnrcd: Moira: x Martu!<i; Mc. anicatl: X Test Standard: AASI ITO T 99: W KTO T ISO: Mrtl7wl ASTM D 698: A.STM D 1537: X C Amaunad POW Porcoat Dry similple 8p.Gr. Nundwr Malstµro Deamity SIX@ PIUslSIE Srxcs 2,61 1 4.4 134.4 2 6.6 140.8 1.3" 3 >l2 135.5 1.25" 4 9,3 129.9 IV Muxtnxant Dry Donsityr 140.3 Usilcubic tt. :V4" =4 Qptlruau % MolstuWai 6,4 Pcrccnt 5/8" I/Z" 05 _i Moltture Vanity Curve 114" 71 .{ N4 11 —._ .. Na u7.0 If Inv IT rave Dry Density us.o - - — - - 020 1 S7 n t o #30 Is .0 6o y l3 ti0 7.v 0.0 7.t Percent Molsture s 200nT Average Permeability(cm/s)=6.9 x 10-4 as per ASTM D 5084 If you have any questions concerning the t.st results, the procedures used, or if MTC can be of any further assistance please cxall on us a1 (206)850.7797, Rcspcclfully Submitted, IYIAT1ERIALS` ESTING t,.:ORPORATI0N Phil Best Division Manager 4050 Auburn Way North, Sulte 5 • Auburn, WA 98002 • (206)850.7797 230 South Coif Road • Boise, ID 83709 • (208)376.4748 1132 S.E. Salmon • Portland,OR 97214 • (503)236-3824 +12062756400 J. JOHNSON CONST. INC 306 P01 SEP 10192 11 : 05 JAM usi CUM trQ.0�lC 1119 • e6tfSA k WASMIMMM "M • MOM MQ ZM-U 0 • FAX GM W*4M OWWO MATE: . . . �. .. . . . . . . . CITY OF REKTO(' Devil TO PAX : . . 3 S. . .Z 5 6./. . . . . . . . . . T TAL PAGZB: . . f.. .. .. . . , . ATTSBTIOA : .ems`::/.. Gam. . R444-::`.. . . . . . .. . .. . • , f • • . . . . f f . • • . . .• • iVi1.74ifVO i • • . .0• We • s •. s • • • . • • f • . s • • .s•�•)• .. . . . .-•}�. . • .•1s * • • • 96919 • • . . • . .. .i�•F� too • • • • • • • . • . • • . • • . • •• • • •• • s . . .• • .• •• •• •• • . . . . . . . . . . • • . • . • . • • •• • s . . • • • • . . • • • .• . s . . •. . . • .• ♦ • . . • . . • • • • . . . • • .. 1 . . Is •• .. . • •. • . . . •• f . . . .•• . ■ • . . • • .. • .• .. .. •• �Z\s•.ail= • • •• • • ♦• • . • ... . . • •• •. +12062756400 J. JOHNSON CONST. INC 306 P02 SEP 10' 92 11 : 06 ccoo _ �uaot - 98027 CADMAN SAND & GRAVEL lac 7: ' 704 7s ISSAQUAH PIT 1 1/2" SCREENINGS CADMAN AGGREGATE GRADA7fON ANALYSIS 100 0 i0 P 60 A S .50 -`s S N 90 G {� V V 20 _— !0 , 0SIEVE , Ri=TAI\cp CUm. PASS SPECIFICATION OATS 5 2TWE o MATERIAL SCreenin�s 5/8 in. 16, 2v 3,19 ` -- INSPECTOR 56 — ;1.00 LOCATION A-1! 89 _ 1/4 in. 3 2� No. ¢ 3 {/,• COMMENTS NO. 10 52s� .:_ 22. - 57 No- 40 — tt � 32 Na.so �. y, 7�- No. 200 j�, j 2 - :g S E P — 1 4 — 9 2 SUN 1 6 : 5 0 M T C P - 0 S MATERIALS Septcltlbcr 14, 1992 Page# 1 of I 1TESTING Report#A92094.005 CORPORATION JACK JOHNSON CONSTRULTION P.O. Box 1119 Belfair, WA 98528 Attn: Jack Jolutson Re; Moisture Density Relationship Project: Springbroolc Gentlemen; As requested MTC has performed a proctor on the sample referenced below. The testing was performed in Accordance with current AASHTO or ASTM standards, The results obtained in our laboratorywerc as follows; Source• Cadman Dote Obtained; 9.11.92 Sam le In: ASTM D 2487 ClamAfleatlnrt: SC-SM:Silty,clavuv nand w/attvcl Simple Prepared: Moist: x MapUAI: Dry: MCChanical: X Test Standard: AASi ITO T 99: AASHTO T I80; Mediod ASTM D 698; ASTM D 1557: X C Avaunted Point Percent Dry SiuwPoe-cent $U111140 SµGr. Numbur Wiwtµre lretuulty Size -Pimillm Specs 2.68 1 4.4 134.4 2 6.5 140.8 1.5" 3 8.2 13S.5 1.25" 4 9.3 129.8 I'v 7/e" Wxinutni Pry 17vtwltyt 140,3 Low/cuNt ft. ;i/4" 94 Optliutuu% Moistures 6.4 Pvrccnt 5/8" 3/8" Moisture Va n:lty Curve 110 71 #4 nav rrtf`.nr7tY #10 Dry Donsity ne.o ----_ ---•-- - - 020 1 07.1, ---- - 030 91.0 _ ,,._ _•I 040 12e,o #50 2.o v,o t,o v.o #80 Percent Moisture A 100 0200 Averap Permeability(cm/s)=6.9 x 10-4 as per ASTM D 5084 If you have any questions concerning the test results, the procedures used,or if WC can be of any further assistance please call on tis at (206)850-7797, Respectfully Submitted, MATERIALS TESTING CORPORATION Phil Best Division Manager 4050 Auburn Way North,Suite 5 • Auburn, WA 98002 • (206)850.7707 230 South Cole Road - Soise, ID 83709 - (208)376-4748 i179 C C Cnlmnn . PnrtlnnA r1R C791A . /Anm 9qA-7A9A 8 � y 0' d "\. �\e� N `C �� � t . THE CITY OF RENTON = DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS y RENTON. WASHINGTON 98055 - 2189 PHONE: 235-2631 _ FAX_ 235-2541 -� FAX TRANSMITTAL DATE- TO- 5A FAX FROM: Joµ Vld ZOk -77—Lol4 SUBJECT_ <oiL AN,44 ysi 5 yo,2 lMl'�7Zvi oy5o�a2ow Number of pages excluding cover sheet: __ i i� ii i� i ij i f f I I fi i i i i you i o scyil �2vG� 277-447� i i I li i I li ii : _._._._._....... i i I� !I _...__-------------_._ _ ....... _ it li i __ If +12062756400 J. JOHNSON CONST. INC 37B P01 SEP 00' 92 00: 51 JAA:P CONSTRUCTION, INC. P.O. BOX 1119 BElFAIR. WASHINGTON 9852E PHONE C206) 275-5400 FAX (206)275-6400 C.n.rW Conk)OW•JACK J01E2M) DATE . .�. -� . . f. . . . . . . . . TO FAX q . .43 ^ 2 J� .� . . . . . . . . TOTAL PAGES : .—S ... . . . . . . . . ATTENTION . . � . . .�f. . . ?N �!? . . . . . . . . . . . . . . . . . . . . . . . . . . . MESSAGE : �Q. . . . ...,e� �. .��. . . . .� G .� . .ell�q . . . . . . . . .�c . . . . . .z-?.5.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SIGNED : . . . . . . . . . +12062756400 J. JOHNSON CONST. INC 370 P02 SEP 00192 00: 52 JAA:Pco NSTRUCTION, INC. P.O. BOX 1119 B£IFAIR,WASHINGTON 99528 e PHONE (206)275-5400 FAX (206)275-6400 "neral Contractor#JACK JCI162M 1 08 September 92 Letter # : 10 City of Renton 200 Mill Ave . South Renton , WA . 98055 Attn : John D . Hobson Re : North Fork Springbrook Creek Regional Bypass Pipeline Project Dear John : Please review the test report on materials for the special impervious borrow material . This material is readily available from Lonestar and they said we would not have any problem achieving 95% compaction . This material did not have a 940 sieve ran on it but if one was to interpulate between the #30 and #50 the #40 would be 63% . This is the closest material to specification after contacting 10 supliers . Your speedy response is appreciated . Regards , Jack Johnson , President +12062756400 J. JOHNSON CONST. I NC 370 P03 SEP 08' 92 00: 52 oo. o7 A zoo aei 64r1 P.92 LONE STAR NORTHWEST o Western W81111111111(. Aggregates Locations to Sai-ve YI M II INN I ON WJI) & (11 IAVIL ..............._.. 435•21A I LONE SIAIlfDUVVAMISI I..........................704.3( 1%(:(-IMUIIE 11IIL-M(XILVEI1E1I ....................339.2271 LONE SIMJIACOMA.............................PIP-& M W011F PII1,MIX..............................525•3030 CONE SrMrSIVIACOOM..........,.............664.1 !44091UALMIL" SMU 9 GIIAVII..................001.5605 LONE SIAMONOVIEW ..........................423-11 AGGREGATE TEST REPORT MnLer Al Spool#1caLlovi ' UaLe Locetluii Stele q �auwl�u best No.Rraae tJelgi�t grails sainPledat S •k�►t'�t Into grains comments._ 1-19L Sample IJt . I _=9t'atn6 sizes Rot . Pass . Speo . Frac. +-----•-----_�.______....__________ 2 1/2."-V—LUs = F 1 na or adl f}g ( 1/4 " Il l ims ) '''' )Y % lu.s .0 Retnllied Passllig 1 1/2 ' 1c 1 1/4 t % 3/4 x t l0 t s!z x 20 % _ _% f J/4 R i 40 5U $ ' % .% iul+tiJ_ !u 3 R 00 " 11 % 20 % { !UU - - t -1 is 3U t . 1 200 •4 ' 2.• ; x Flo x I Pan •? • $S� 1 ti0 I Total • eo t 100 % Organic I3.p .m. flux . 1 200 x Isaud Equivalent ___ i111i. 1 (Fracture FlIke _t------ k1Il it NolsLure ConLsU ULlIer ISloving .� -Netl .__J)ry $ Coarse 11uprounLes 4-------------..____----___°.__-_._._i. Wood WauLe Nax . FrRcture � k � flln:•- (011'UTAIl ) a tar +12062756400 J. JOHNSON CONST. INC 300 P01 SEP 00' 92 09: 29 t 't JACK i • ACONSTRUCTION, INC. P.O. BOX 1119 BELFAIR. WASHINGTON 98528 PHONE C206) 275-5400 FAX (206) 275-W0 G..wtol Comh' Ckx IJAGY JG31&2K41 DATE . °�. . .fi. . ` . . . TO FAX ��, �. . �"1. . . . . . . . TOTAL PAGES . . . . . . . . . . . . . ATTENTION CIA- MESSAGE : . . AS. . . . . . . . . . .Q.GIy. . . . . CD.YLds�'t/: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SIGNED . . . . .. . . . . . . I . . . . . . . . . +120G275G400 J. JOHNSON CONST. INC 300 P02 SEP 08' 92 09: 29 } `A �r•: Ir Jerry 1.:�.j••°:�: e:ji. ( { ?' '.r:� �a...• �3•w jai• 7Ci 5 G) �Ci G V, •E: 1!c/� �l `�' ' 't.1�•'�fIN.__•v"RF1Tn.}•••r•iitiSA!.w. -775 1� •.:�� '..�_.;:`1,,;;���,,.,Sri .:; . .._:..:�:: .�..�.:_,.:....�._. • �4 5' - DS� � �,t o�, to { +12062756400 J. 09: 30 MATERIALSO JHNSON CONST. INC 300 P03 SEP BS' 92- - — — _ 02 TESTING Sieve Analysis J CORPORATION Fi>!e ft*Cft Spla .;H r a a k Dater _-.'7S� ���f_. Inpoct�or. c _ 2r !'lt5�� On 4if, CnatMcw-. 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Auburn,WA 99002 4S4-7707 230 South Coco Road • Boise, ID$3709 • (208)376-4748 �s rc,e4cs/c.1 Ay e/0'-en t 7eda:c;AcM rew..rc.l w// w.icrf'a l ' `".'�tf'six•��. .:�h • t�!�•'• J ~ ' s�'tyt es�,:cL.,�.,,ebirt �t cl�or� ' ��'i`�r��l � I:•., of S. • �e'esiira• �'a ocieyi'tiae. }�'c c/icw '' a�f"`OP�a•,7grol . ,lf•1 '•.taw tow +120G275G400 J. JOHNSON CONST. INC 366 P01 SEP 02' 92 11 : 00 JAAlipcolN STRUCTiONI INC. Ra BOX 1119 BSEFAIP.WASHWtoMN 99M o PROW CM)2784" • FAX OW)275-6M Cot»nd ca dnocfw 1JAGG J=am 1 DATE: C'Z• f-�pTrt3/FyC. ` Z Fhgih��FRFN . . . . , ToN Oep� TO FAX #s . . r:S . . . . y . . . . . . . . . TOTAL PAGES.-. . . . . . . . . . . . . . • ATTENTION . . .;ld. . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ♦ . . . . . . . . . . • • • • • • . • . . • . . MESSAGE: :TO'.j. .�.��. . . .`�- .� � . . . . . . . . . . . . . . . . . . . • • • . . . . • . • • • • • • • . • • • • • • • • • • • • r • • • . • . • • • • • . • • • • • • • • • • • • . . . . . . . • . • • • • • . . . . . . . . • • • • • • • • • • ♦ • • • ♦ a • • • • a • • • • . • . . . . • . . • • • . . . . . . . • • . a • . • . • • • . • . • • . . . . . . . . . • . • . . . • • . . . . . . . . . . . . . . . • • • . . • • . • . • • • . . . . . . . . . . . • . . • . • . . . . • • • • . . . . . • • . . . • • . . • • • . • . . . • • . . . • . . . • . • . • • • • SIGNED: -1114-`. . . . . . . . . . . . . . . . +120G2756400 J. JOHNSON CONST. INC 366 P02 SEP 02' 92 11 : 00 JA11:p CONSTRUCTION, INC. P.O. BOX 1119 BELFAIR,WASHINGTON 98528 PHONE (206)275-5400 FAX (206)275-6400 Generd Contractor#JACK JC1182M1 02 September 92 Letter # : 07 City of Renton 200 Mill Ave . South Renton , WA . 98055 Attn : John D . Hobson Re : North Fork Springbrook Creek Regional Bypass Pipeline Project Dear John : Attached please find (5) copies of our project submittals for the above named project for your review and approval . Each copy consists of product information from City Transfer Inc . for the impervious borrow material . If you have any questions please feel free to call 275-5400 . Regards , 11AIWIII Mark N . Sherbesman Project Engineer MNS : ms +12062756400 J. JOHNSON CONST. INC 366 P03 SEP 02' 92 11 : 00 CONSTkICTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC,) A division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922-0798 SOIL/AGGREGATE ANALYSIS CLIENT; City T r a n s f o r of Kent DATE: 08-07-92 PROJECT: Misc . T e s t I n g PROJECT #: T-6 S 1 7 ADDRESS: N/A REPORT.,#: 37 CONTRACTOR,* CLIENT SAMPLED BY: CLIENT MATERIAL TYPE.• Silt Sand SOURCE; Cyclona 01 LOCATION SAMPLED- H/A LAB #: 1 .207 I.D.#: 2 TESTS' Steve Analysis TECHNICIAN: i.RosB SIEVE ANALYSIS ADDITIONAL DATA SIEVE SIZE % PASSING SPECIFICATION SAND EQUIVALENT % MOISTURE ►10 100 116 99.7 L.A. ABRASION = 140 96. 1 DEGRADATION ploo 47.4 1200 20.9 Y MOOD WASTE LOOSE UNIT WEIGHT LIQUID LIMIT = PLASTIC LIMIT PLASTICITY INDEX = i I i I f REMARKS: JR/Im Concrete and Asphalt Corfna A U C - 2 1 - 9 2 F R I 1 6 : 5 2 N W L I N I N G 2 0 6 0 7 2 0 2 4 5 P _ 0 1 NORTHIMEST LININGS GEOTLXTILE PRODUCTS, Inc. 20017 89th AVE. SOUTH ` KENT, WA 98031 206-872-0244 DATE : FAX 206-872-0243 IR COVER ?LEASE DELIVER '.0 : COH?ANY NzXS �tU?f3ER. r Ann CC".°..� N0°TXWIST :.tN=NGS « GZO ?30DUCTS , ), NU'f__? 0- ?."GEo 'ZSu _ED _ ='. .u'v='iG _ . ??.G TOTAL : re�l e C i J * rt 77 s7►�t1 P AUG - 2 1 — 9 2 F R I 1 G : 5 2 N W L I N I N G 2 0 G a 7 2 0 2 4 5 P _ 0 2 SECTION A - PHYSICAL PROPERTIES PART A-1: MATERIAL SPECIFICATIONS 8130 XR-5 : Property Test Method Requirement I 1, Thickness ASTM 751 30±2 mill (8130) ` 0.030 to 0.034 in. 40± 2 mill (8138) 2. Weight ASTM D-751 30.0± 2 oz./sq. yd. (8130 i 38.0± 2 oz./sq. yd. (8138� 3. Tear Strength ASTM D-751 125 lbs./125 lbs. 4. Breaking Yield Strength ASTM-D-751 475 lbs./425 lbs. Grab Tensile 5, Low Temperature ASTM-D-2136 o 0F. 4 hrs. — 1/8" mandrel No cracking 6. Dimensional Stability ASTM-D-1204 0 (each direction 2i2oF.-1 hr. /o 2 max. 7. Hydrostatic Resistance ASTM-0-751 500 psi (min.) Method A S. Blocking Resistance Method 5872 180°F. t12 Rating Fed, Sid. 191a Max. 9. Adhesion—Ply, ASTM-D-413 o lbs./in. (min,) lbs./in. of width 2" per min, or film tearing bond 10. Adhesion—heat sealed ASTM-D-751 seam 10 lbs./in. (min.) lbs./in, of width 11. Dead Load (MiIT52983E Must withstand Seam shear strength Para, 4.5.2.19 210 lbs./in. & 70°F. 2" overlap seam 105 lbs./in. C, 160°F. 12, Abrasion Resistance Method•5306 2000 cycles before (Taber Method) Fed. Sid. 191a fabric exposure H-18 Wheel 50 mg./100 cycles 1000 gm. load max. wt. loss 13, Weathering Resistance Carbon-Arc 2,000 hrs. Atlas Weather-o-meter No appreciable changes or stiffening or cracking of coating 14, Water Absorption ASTM-D-471 5% max. @ 70°F. 7 days 12% max. a 212OF. 15. Wicking Shelter-Rite procedure 'A" max. 16. Puncture Resistance FTMS 1018 350 lbs. Method 2031 4 JACK • • CONSTRUCTION, INC. P.O. BOX 1119 BELFAIR,WASHINGTON 98528 PHONE (206) 275-5400 FAX (206) 275-6400 General Contractor#JACK JCI182M1 18 August 92 Letter # : 05 City of Renton 200 Mill Ave . South Renton , WA . 98055 Attn : John D . Hobson Re : North Fork Springbrook Creek Regional Bypass Pipeline Project Dear John : Attached please find (5) copies of our project submittals for the above named project for your review and approval . Each copy consists of product information on HDPE pipe and fittings , concrete manholes and pipe , manhole ring and covers , construction fabric , liner fabric , slide gate , trash rack , debris cage , gabion baskets and project schedule . If you have any questions please feel free to call 275-5400 . Regards , M rk N . S erbesman Project Engineer M N S : m s JACK JOHNSON CONSTRUCTION, INC. P.O. BOX 1119 BELFAIR, WASHINGTON 98528 (206) 275-5400 SUBMITTALS NORTH FORK SPRINGBROOK CREEK REGIONAL BYPASS PIPELINE PROJECT CITY OF RENTON INDUSTRIAL PLASTICS, INC. HDPE PIPE AND FITTINGS 1 1 1 1 1 1 1 INDUSTRIAL PLASTICS INC. 740 S. 28th Street —Washougal,WA 98671-2597 ' Phone (206) 835-2129 or (503) 227-5588 1-800-634-5082 FAX (206) 835-3521 ' SUBMITTAL AND CERTIFICATION OF PIPE SPECIFICATION CUSTOMER NAME Jack Johnson Construction, Inc. ' ORDER NUMBER Proposal per auote dated 7/29/92 PROJECT IDENTIFICATION City of Renton Contract CAG6 Bypass ' Pipeline PROJECT LOCATION Renton, WA PIPE SIZES INCLUDING SDR OR WALL THICKNESS: Polaris "Duratuff" High Density Polyethylene Pipe ' 24" OD x 22 . 10" ID x . 923" Wall, SDR 26, 65 psi 12 .750" OD x 11.96" ID x .392" Wall, SDR 32 5, 50 psi ' 28 . 0011 OD x 25 .8411 ID x 1 . 07711 Wall, SDR 26, 65 psi 14 . 00" OD x 13 .13" ID x .431" Wall, SDR 32 5, 50 psi ' Fittings to be made from like material ' The above listed pipe furnished for this project is certified to be manufactured from a PE 3408 Polyethylene compound as defined ' in ASTM D-1248 and is identified as: TYPE III CLASS C CATEGORY 5 GRADE P 34 ' This Pipe compound has a cell classification according to ASTM D-3350 of 345434C. ' Special Listings Full P.P.I. Listing and Membership CERTIFICATION PREPARED BY Susan McCullough Sales • b:specs/sm Date: August 11, 1992 ' MEMBER L1111 PLASTICS PIPE NSTITUTE 1UTT8 PolyethylenePipe HDPE Dura PHYSICAL PROPERTIES DATA 989 �O. i � ura i u t 1 r(g) polyethylene pipe STRAIGHT LENGTHS Manufacturers of Plastk Pipe SDR 7.3 SDR 9 SDR 11 SDR 13.5 255 P.S.I. 200 P.S.I. 160 P.S.I. 130 P.S.I. Nominal Actual Average Minimum Average Minimum Average Minimum Average Minimum ' Pipe Size Outside Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight (inches) Diameter Diameter Thickness (lb./ft.) Diameter Thickness (lb./tt.) Diameter Thickness (lb./ft.) Diameter Thickness (lb./ft.) 1112rr 1.90 1.38 .260 .59 1.48 .211 .49 1.55 .173 .41 1.62 .141 .34 ' 2It 2.375 1.71 .325 .91 1.83 .264 .77 1.93 .216 .64 2.01 .176 .53 3rr 3.500 2.51 .479 1.97 2.70 .389 1.65 2.86 .318 1.38 2.97 .259 1.15 ' 4ir 4.500 3.23 .616 3.27 3.47 .500 2.73 3.68 .409 2.28 3.81 .333 1.89 5.375" 5.375 3.86 .736 4.72 4.18 .597 4.00 4.39 .489 3.26 4.55 .398 2.75 , 5rr 5.563 3.99 .762 4.99 4.29 .618 4.16 4.55 .506 3.49 4.71 .412 2.89 ' Err 6.625 4.76 .908 7.08 5.11 .736 5.92 5.42 .602 4.95 5.61 .491 4.10 7.125" 7.125 5.11 .976 8.30 5.49 .792 6.90 5.82 .648 5.78 6.04 .528 4.82 •' 8rr 8.625 6.19 1.182 11.99 6.65 .958 10.03 7.05 .784 8.39 7.31 .639 6.96 1 orr 10.750 7.72 1.473 18.63 8.29 1.194 15.57 8.79 .977 13.03 9.11 .796 10.81 , 12it 12.750 9.15 1.747 26.21 9.83 1.417 21.90 10.43 1.159 18.33 10.81 .944 15.21 13.38rr 13.380 9.58 1.832 29.27 10.32 1.486 24.45 10.87 1.216 20.40 11.34 .991 16.99 14" 14.000 10.05 1.918 32.00 10.80 1.556 26.40 11.38 1.273 22.09 11.86 1.037 18.34 ' 16r' 16.000 11.48 2.192 41.80 12.34 1.778 34.48 13.00 1.455 28.95 13.56 1.183 23.95 18rr 18.000 12.92 2.466 53.00 13.88 2.000 44.28 14.63 1.636 37.05 15.25 1.333 30.30 , 20rr 20.000 14.35 2.740 65.45 15.42 2.222 54.66 16.26 1.818 45.75 16.95 1.481 37.32 22rt 22.000 - - - 16.96 2.444 66.15 17.88 2.000 55.35 18.64 1.630 45.18 ' 24rf 24.000 - - - 18.50 2.666 78.70 19.50 2.182 65.87 20.33 1.778 54.67 26rr 26.000 - - - 20.05 2.888 92.36 21.13 2.364 77.32 22.03 1.926 64.20 ' I 28If 28.000 - - - - - - 22.75 2.545 89.64 23.72 2.074 74.40 If 30.000 - - - - - - 24.38 2.727 102.91 25.42 2.222 85.41 , 30 • 800mM 31.496 - - - - - - - - - 26.67 2.34 94.50 ' 32rr 32.000 - - - - - - - - - 27.11 2.370 97.20 ALL WEIGHTS ARE CALCULATED IN ACCORDANCE WITH PPI-TR-7. ' Reference ASTM Standard F714/ D3035 for Pipe Specifications & Dimensions. • Manufacturers of Plastic Pipe■ Co. SDR 15.5 SDR 17 SDR 21 SDR 26 SDR 32.5 110 P.S.I. 100 P.S.I. 80 P.S.I. 65 P.S.I. 50 P.S.I. Nominal Average Minimum Average Minimum Average Minimum Average Minimum Average Minimum Size Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight (inches) Diameter Thickness (lb./ft.) Diameter Thickness (lb./ft.) Diameter Thickness (Ib./tt.) Diameter Thickness (lb./ft.) Diameter Thickness 1112 - - - - - - - - - - - - - - - 2rr 2.06 .153 .47 2.10 .139 .43 - - - - - - - - - 3rt 3.03 .226 1.01 3.08 .206 .93 3.16 .167 .76 3.22 .135 .63 3.28 .108 .50 4rf 3.90 .290 1.67 3.97 .265 1.53 4.07 .214 1.25 4.15 .173 1.02 4.22 .138 .81 5.375" 4.66 .347 2.42 4.72 .316 2.18 4.85 .256 1.79 4.95 .207 1.45 5.04 .165 1.17 5rf 4.82 .359 2.54 4.89 .327 2.34 5.02 .265 1.91 5.12 .214 1.56 5.22 .171 1.26 bit 5.75 .427 3.61 5.84 .390 3.32 5.99 .316 2.72 6.11 .255 2.22 6.21 .204 1.79 • 7.125" 6.17 .462 4.26 6.26 .419 3.83 6.43 .339 3.14 6.56 .274 2.57 6.67 .219 2.07 8ir 7.48 .556 6.13 7.61 .507 5.62 7.80 .411 4.61 7.96 .332 3.76 8.09 .265 3.02 10it 9.32 .694 9.51 9.48 .632 8.73 9.72 .512 7.15 9.92 .414 5.84 10.08 .331 4.71 12rr 11.06 .823 13.38 11.25 .750 12.28 11.53 .607 10.06 11.76 .491 8.20 11.96 .392 6.61 13.38" 11.60 .863 14.95 11.76 .787 13.52 12.07 .637 11.08 12.32 .515 9.03 12.53 .412 7.28 14" 12.14 .903 16.14 12.35 .824 14.81 12.66 .667 12.13 12.92 .539 9.90 13.13 .431 7.98 16" 13.87 1.032 21.07 14.06 .941 19.33 14.43 .762 15.83 14.73 .615 12.91 14.99 .492 10.41 18ft 15.61 1.161 26.67 15.82 1.059 24.46 16.24 .857 20.03 16.57 .692 16.34 16.86 .554 13.17 20rf 17.34 1.290 32.92 17.58 1.176 30.20 18.04 .952 24.74 18.42 .769 20.18 18.73 .615 16.27 22rf 19.08 1.419 39.74 19.33 1.294 36.55 19.84 1.048 29.94 20.26 .846 24.41 20.61 .677 19.69 24it 20.81 1.548 48.09 21.09 1.412 43.49 21.65 1.143 35.63 22.10 .923 29.05 22.48 .738 23.42 26ff 22.54 1.677 56.44 22.94 1.529 52.08 23.52 1.238 42.74 24.00 1.000 34.88 24.40 .800 28.25 28ff 24.28 1.806 65.46 24.71 1.647 59.80 25.33 1.333 49.05 25.84 1.077 40.08 26.27 .862 32.32 • 30ir 26.01 1.935 75.15 26.47 1.765 68.68 27.14 1.429 56.34 27.69 1.154 46.05 28.15 .923 37.11 800MM 27.31 2.032 83.20 27.78 1.858 76.24 28.48 1.505 62.62 29.06 1.215 51.12 29.55 .970 41.10 32 27.80 2.038 84.50 28.23 1.882 78.28 28.95 1.524 64.10 29.53 1.231 52.38 30.03 .985 42.18 ALLWEIGHTS ARE CALCULATED IN ACCORDANCE WITH PPI-TR-7. Reference ASTM Standard F714/ D3035 for Pipe Specifications 8 Dimensions. POLYETHYLENE FEATURES AND BENEFITS ' Polyethylene pipe is specifically designed to fulfill Polaris polyethyene pipe is 10%to 30% lighter in weight • the needs of industry. The following are proven, cost than most other piping materials of the same size. The ' effective applications for HDPE piping; physical properties of Polaris polyethylene pipe make it a natural for systems in difficult terrain where conditions of ■Acid Lines ■Gas Lines harsh environment, caustic soil conditions and extremes of ■Aeration ■ Irrigation Lines temperature make other piping materials impractical and at ' ■Caustic Lines ■Extractive Metallurgy best short lived. ■Chilled Water Lines ■ Mud Lines The flexibility of Polaris polyethylene pipe allows for ■Cooling Water Lines ■Oil Patch installation without the use of many fittings and assembly ■Corrosive Wastes ■Sewer Lines can be done at a more suitable area for fusion. Pipe can ■ Dewatering Lines ■Sludge Lines then be pulled to installation site and dropped into trench ■ Drainage Lines ■Slurry Lines or, if conditions are impossible for trenching, pipe can be ■ Dredging Lines ■Tailing Lines installed above ground without fear of damage from ■ Electrical Conduit ■Water Lines ultraviolet attack, corrosion, rot or rust. ■ Fly Ash Lines PHYSICAL PROPERTIES DATA FOR POLARIS The material used by Polaris Pipe Co. in the manufacturing of HIGH DENSITY, HIGH MOLECULAR WEIGHT high density polyethylene pipe products conforms to ASTM D- PE 3408 POLYETHYLENE PRODUCTS. 1248 is Type III, Class C, Category 5, Grade P34.The following represents standard test values achieved at 73.4°F according to standard industry practice. D-1505 Density(Black Resin) 0.955 g/cm3 D-1505 Density(natural resin) 0.944 g/cm3 D-1238 Melt Index(Condition E) 0.14 g/10 min D-1238 Melt Index(Condition F) 11.0 g/10 min • D-1525 Melting Point(Vicat softening point) 257' Fahrenheit D-746 Brittleness Temperature —180' Fahrenheit D-696 Thermal Expansion 0.8x10-4 in/in/°F C-177 Thermal Conductivity 3.5 Btu-in/(ftz-hr-°F) D-638 Tensile Strength,Yield(2 in/min) >3300 psi D-638 Elongation at Break 800 percent D-638 Modulus of Elasticity 120,000 psi D-790 Flexural Modulus 140,000 psi D-3350 Cell Classification 345434 C D-2837 Hydrostatic Design Basis(HDB)73'/100,000 hrs 1600 psi D-2837 Hydrostatic Design Stress(HDS)73°/100,000 hrs 800 psi D-2240 Hardness—Shore D 63 D-1693 Environmental Stress Crack Resistance(ESCR), Condition C >5000 Fzo hrs D-1603 Carbon Black 2% min The information herein contained is based upon data to be thoroughly reliable,but no guaranty or warranty with respect to accuracy,completeness,or product result is implied and no liability is assumed.Users should verify suitability for their particular use or purpose of any information contained herein.In view of the many uses of this material,and the different equipment and techniques used,we cannot guarantee results in specific instances.No statement contained herein should be construed as a recommendation or license to use our products in a manner that would constitute infringement of any patent. M E M 8 E 8 PLASTICS PIPE.___ INDUSTRIAL PLASTICS, INC. ' �'� lpip�F Complete Machining Facilities(or All Products Oa 740 3.28th SPhone 06)8362128WA 98671-2697 PMonufocturers of Plosbc Pie All USA 1-800-634-5082 AX(206)835-3521 P FAX(206)836-3b21 High Density Polyethylene Pipe, Fittings and Industrial Plastics— The Perfect Combination... Ir -W- -A ,^x 1 r b• .:i.- i•* k Industrial Plastics, Inc. Industrial Plastics Inc. An Introduction Our success depends upon giv- ing our customer superior value in the products we make and in the service we provide. We take pride in delivering the best of both to you. � Since 1972, Industrial Plastics has specialized in the fabrication " of plastics. The challenge of using proven methods, and through in- novation, applying new techniques <<. and special equipment, Industrial , Plastics has become a foremost producer of fittings, special fabrica- tions, and assemblies. Our fully staffed and equipped facility turns out a long list of cus- tom services from single pipe spools to the complete design and fabrica- tion of an entire project. We work - with you to insure that your project is successful and meets with your expectations. All finished pieces are produced ' from premium materials. Quality standards are maintained according to ASTM D-1248-Type III, Class C. Category 5, Grade P-34. All mater- ials used are PE 3408 with an ASTM D-3350 cell classification of 345434C, 355434C or 345534C with an ASTM D-2837 hydrostatic design basis of 1600 P.S.I. Located in Washington State near Portland, Oregon, Industrial - i Plastics can quickly serve the a West Coast, Mountain States, Mid- west, and the Eastern States as � well as Alaska and Hawaii. Specialization has made Indus- trial Plastics the best in the busi- ness, offering a combination of un- matched experience and expertise. `+",< The result—first quality products at � reasonable prices. High dMAY Polyethylene pipe— tough, lightweight, Aeidle and easy to Install. r O CO) ycu , x Z7 • u O b 3 ) QD � � O - `° o, p y �p 0 �,� 0 3 c co rj CZ cu CZ CCi � v � CbCt •� O .L +.. ,Q3O ,C .1Zvp a, bc Vct a O O �•C '� �� '0 � � +'0.. � Nct O ,•'.: 'Q LTA O O ct O � O � �n � ct Q Q) ct ct cy, ct C) -m Q cv Ir. Ir �t lie am UAW S r IF P w � u t x• Y F � _ Y a a« x v. ; s M � r• t e r, � n �E � x s. r� ; ProFuse Fusion Equipment Industrial Plastics Offers An Extensive Fleet Of Fusion Equipment And Tools To Make Your Job Go Smoothly Industrial Plastics has a complete fleet of fusion machines. This equip- ment and the necessary tools are available for rental or purchase, and are designed to suit any f "� installation. In addition, our tech- nicians and operators are available to assist customers and train their personnel in the operation of the r equipment. t r ProFuse Technical - - Services Industrial Plastics offers full-field . professional services which include: '` �� � s • Certified Fusion Equipment Y r Operators • Field Supervisors with extensive experience and technical back- grounds µ' • Field Inspection Services .- 4 • Field Training Services for those " who wish assistance on a jobMINI i start-up a G . • In-Factory Fusion Training for individuals or groups .� -�� . _.•Y ��' tir ��"P �,,,,_. � sr+r"srµ, i+ A • in,,. rP�` ✓ S ° GC,� jv8 3 " .�'` f ygJv 9•Yy ri "8 "'" ,4 ROFUE9 N Xil" , Induotal Plastics ofters v compke line of fusion 3ruipment. t Sales, Rentals, Service, Repair ProFuse Rental Services Industrial Plastics offers rental ser- vices on fusion equipment for any ' size or brand of HDPE pipe, from 1/2" to 48". Included is equipment with the following size range !r capabilities: • /z" to 2" Socket Fusion ,;";7. n— • 1/2" to 8" Electro Fusion • 1/2" to 2" Butt Fusion � ' • 1" to 4" Butt Fusion • 2" to 8" Butt Fusion • 4" to 12" Butt Fusion ,� 0011 • 4" to 14" Butt Fusion • 6" to 18" Butt Fusion .a • 12" to 24" Butt Fusion • 12" to 36" Butt Fusion • 24" to 32" Butt Fusion ' 36" to 48" Butt Fusion • Extrusion Welding Equipment • Rod Welding Equipment ' ProFuse Fusion ProFuse Specialty • Pulling Heads: For sliplining or pull transport of pipe into posi- Equipment Sales, Tools For Rent tion, Industrial Plastics produces several different styles tailored to Service Or Repair Or For Sale the demands of each job. Units Industrial Plastics offers for sale can vary from a standard torpedo all popular brands of fusion equip- Industrial Plastics offers a num- nose to an extra heavy-duty steel ment as well as Industrial Plastics' ber of custom tools necessary for armored head. Rentals and sales new line of ProFuse equipment. specialized installations including: available. These machines are engineered Bead Removal Tools: To remove • Pigs: Available for sale or for for extra rugged service, long life both the inside and outside fusion rent, this useful tool serves a and low maintenance costs. bead, we carry tools of exclusive variety of applications. I� These ProFuse machines are and proprietary design to make • Scooping Pigs: Used to "scoop" built in our own shops and include this job fast and easy. heavy debris and deposits from many exclusive features offered Split Heaters for Double Wall pipelines and culverts, this tool only by ProFuse. Contact Industrial Containment Systems: HDPE is capable of removing large Plastics when you consider the Double Containment Systems rocks, concrete chunks, wood purchase of new fusion equipment. offer a unique and economical and other materials which inter- solution to updating existing fere with line flow. Available for Full Service Repair containment systems to meet rent or for sale. And Parts Availabilit the new Federal regulations re- • Test Pigs: Available for rent or Y garding the transport of petro- for sale, these tools are usually Industrial Plastics also offers a leum, and hazardous waste and pulled through an existing line full service repair and parts depart- materials. Industrial Plastics to check size, and possible points ment. Heater recoating, replace- manufactures custom split heat- of offset, collapse or interference. ment and rewiring are routine ser- ers for outer jacket shell fusion. Gauging or Swabbing Pigs: Used vices. New cutter knives, facer Solid heaters for fusing both the for cleaning, checking line size, bushings or facer reconstruction, outer jacket and the inner carrier and the removal of trapped air, new or replacement clamping jaws, pipe simultaneously are also these tools are available for sale and hydraulics are some of the ser- available. only. vices offered by Industrial Plastics Branch Line and Branch Saddle Line Snakes: These tools, used at a competitive price and fast Fusion Heaters: Industrial Plas- to aid in the feeding of pulling turnaround. tics carries an extensive selec- line through an existing pipe tion of heater adaptors for side- system, are available on a rent- wall fusion. These tools allow a al basis only. host of adaptions and installa- TV Monitor: Industrial Plastics • tions not possible with standard PRO M��TM offers a portable TV Monitoring fittings. This system permits the System to assist in detecting intersection of two lines of vir- tually any size difference. Rent- and solving line problems. als or sales available. EHMW PE 3408 Piping Products A Size And Fitting v - - For Every Application , � Municipal and industrial applica- tions demand high quality, high performance, and durable pipeline products. This helps safeguard the environment, minimize installation costs, reduce maintenance, and provide long-term, trouble-free ser- "7 _ vice. Industrial Plastics' EHMW PE f ' 3408 piping products have a tre- mendous variety of application and are used for: z • Water Distribution * • , • Sanitary Sewers • Force Mains ' • Outfalls and Intakes • River Crossings • Lake and Reservoir Crossings • Sewer Rehabilitation (Sliplining) .J • Hazardous Wastes • Road Drainage • Sludge Lines � w, • Digester Lines • Aeration Systems • Chemical Wastes • Aquacultural Products ' • Service Lines • Underground Fire Mains (FM Approval Available) • Methane Gas Recovery • Leachate Collection Systems • Diffusers ] • Potable Water • Reel Irrigation • In-Plant Process Pipe and Fittings • Temporary By-Pass Pumping • Interstate and Highway Culvert Rehabilitation • Electric Power Cable Duct ,- • Natural Gas Distribution • Dredge Lines • Slurry and Tailings Lines and more. P These demanding, high perfor- mance applications call for mater- ials and products that are manu- factured to the strict requirements and standards of major associations \ such as: . • AWWA - American Water Works _ Association C-906 • ASTM - American Society for NOTE: All base resins have In-house fitting and sool Testing and Materials NSFpw approval for potable water • API -American Petroleum Institute production for large, complex service.• CSA - Canadian Standards "1em$- "' yw Association • ANSI - American National Stand- ards Institute • PPI - Plastics Pipe Institute • AGA - American Gas Association EHMW PE 3408 Polyethylene Piping System Performance r Properties , The Industrial Plastics EHMW PE 3408 Polyethylene Piping System provides many desirable properties for piping: • High strength and stiffness to ° . withstand corrosive chemicals + (PH from 1 to 14), and aggres- sive soils. Flexible, tough, light weight, and •rI impact resistant for easy, low cost a`E installation, narrower trenches(re- duces excavation), and fewer ex- pensive fittings. • Resistant to environmental stress r cracking for long term perfor- mance in harsh environments. • Heat fusion joining for strong, lifetime leak-tight joints. • Resilient for resistance to sur- Z.I ges and durable performance -' under extremes of temperature. • Long term strength for extended < life and performance. • Lifetime low resistance to liquid flows for reduced pumping and operating costs when compared to conventional piping materials. Industrial Plastics' high standards 4 and specifications for materials, manufacturing, g, and quality are among the most stringent in the -� industry. ,4 'fir :.:': � M �.,s, •X_.'� a , a 'z ydq M Irt I can i The pipe of choice for hostile ` environmental conditions. VHMW, EHMW, HDPE 3408 Premium High Density Pipe Durable Polyethylene �1► i���� r ;+ ` m Pipe—Tough And Resilient � � n� Polyethylene pipe is an extremely - strong, durable pipe that is ductile, Jill `- damage resistant and tough. The flexibility of polyethylene pipe ` allows it to absorb impact, water hammer, surge pressures, vibra- tions, and stresses caused by set- tling or soil movement. The fatigue resistance of polyethylene allows it to withstand flexing caused by wave action in underwater pipelines. Because of its ductility, it will nor- q` mally flex or elongate rather than rupture. — Polyethylene pipe has excellent ESCR (Environmental Stress Crack Resistance). This results in a very forgiving material that is tolerant of rough handling, including normal installation scratches which have polyethylene pipe. launching a Noating net pen no effect on service life. Polyethylene pipe will always StNClum. Breakage due to transportation maintain its structural integrity and loading or handling is eliminated provide years of reliable service due to the inherent toughness of in the most demanding applications. Fully Protected Froma '� Ultra-Violet Ray Attack Count on polyethylene for excell- ent service in both underground and above ground applications—in all types of climate. HDPE polyethylene pipe is pig- mented a weather-resistant black w, to prevent degradation due to the , sun's ultra-violet rays. It contains 2 to 21/2 percent carbon black as specified for weather resistant Class C grade by ASTM D-1248 and ASTM D-3350. Carbon black is the most effec- tive additive to screen out the sun's potentially damaging rays. Weather- ometer tests have been conducted _ on polyethylene pipe samples con- taining 2 to 3 percent carbon black. ` The test samples showed no brit- tleness or loss of properties at the ' conclusion of the tests. Class C pipe, �- � containing carbon black, can be stored outside or used outdoors Year-round water supply siphon Nithout the fear of degradation. line Wide Temperatures . . Range — HOPE Pipe ;, v , Loves Cold ' Polyethylene pipe provides more dependability with an excellent service life in applications where temperatures will fluctuate from bitter cold to temperatures in ex- cess of 150OF (65.50C). It remains g' flexible and able to withstand vibra- tion, ground shifts, pressure surges, , Al and impacts without cracking or f breaking. i Pressure ratings are conserva- tively estimated for a 50-year ser- vice life and are based on service at an ambient temperature of 73.4°F ` * (231C). As service temperatures de- - crease, the pipe strengthens al- lowing the pressure rating to be adjusted upward while still main- taining the 50-year design life. As rii ; ' service temperatures increase, the pipe wall softens. Allowable internal conductivity rating of 3.5 (ASTM come brittle in cold temperatures. pressures must be decreased to C-177). Freezing would occur at The expansive forces of water maintain the full 50-year design life, substantially slower rates than in freezing inside polyethylene pipe or a heavier pipe should be used. metal pipes which have thermal will not damage it or cause it to Polyethylene pipe has excellent conductivity values in the 200 range. break. The pipe can be returned insulating values with a thermal Polyethylene pipe does not be- to normal operation upon thawing. Flexible, Bendable t Without Adverse Effect On Long-Term , .> Service Life - Polyethylene pipe is flexible. All wall thicknesses can be cold-bent ' to a radius of 25 times the pipe diameter. Thick-wall pipe is com- monly field-bent to an even smaller radius with no adverse effect on / long-term service life. ' s This flexibility allows polyethylene - -'� • pipe to be successfully bent into trenches and guided past minorw obstructions when used in the in- sert renewal of deteriorated sewers, water lines, and chemical effluent µ systems. It can be curved around 4 ' ' obstacles, eliminating the need for - many fittings. It will contour to bot- tom conditions making it perfect for ; underwater applications. Above ground pipe applications over diffi- cult terrain can be easily installed with polyethylene pipe. Sweep turns save fitting costs and improve e) Alaskan Winter Cold dm radius bend doesn't at/ect long ' system efficiency. not harm HDPE pipe. (Below) right lean strength or durability. VHMW, EHMW, HDPE 3408 Premium Polyethylene Pipe Lightweight—Tough , ' Jobs Installed With Lighter Equipment ' Polyethylene pipe weighs up to ' 1 90 percent less than ductile iron or other pipe materials of the same .z p diameter. Substantial cost savings are realized as a result of faster installation and handling with min- imum manpower and lighter equip- ment. Rotation, relocation, and other maintenance costs are re- duced to a minimum as well. Polyethylene pipe has been ; proven cost effective when installed *r y, under a variety of installation condi- tions including marine applications, ' plant piping, surface and buried pipelines, along with insertion re- --* newal projects. !�■. �� To prove its true value in your particular application, your Indus- = - trial Plastics specialist will be glad to assist in estimating real piping costs—installed costs versus ser- vice life. Large p@ uv�Jjy Ji�Ja�JvdJ spy small equipment. High Flow Properties And r Smooth Radius Turns Increase Capacity rF• A smooth interior surface on polyethylene pipe reduces the re- sistance to fluid flow. The surface , is hydrophobic so there is practical- ly no friction or drag from wetting of the pipe wall. ► Test results from several labor- atories show the Hazen Williams flow factor to be in the range of . C=155-165. No significant flow dif- ferences were observed between # flows in new and used pipe. The Manning roughness factor proved to be N=.008-.009. The excellent flow characteristics '{ of polyethylene pipe are maintained throughout the service life of the pipe due to its superior resistance 8 _ r,'_" to accretion, scaling or corrosion. Friction loss using polyethylene Substantial energy savings and h ca ►ARW tin", pipe can be further reduced by lower operating costs due to re- using the pipe's flexibility to make duced pump horsepower require- sweeping curves in lieu of conven- ments have been achieved using ' tional fittings. polyethylene pipe. High Corrosion , Resistance W '� Outperforms Virtually All Other Piping Polyethylene pipe is noted for its excellent corrosion resistance. It is B virtually inert. Caustics have no ef- fect and only a few strong acid " solutions will affect its long service life. While polyethylene would not normally be recommended for use with strong oxidizing agents such , y' as Phenol, fuming Sulfuric Acid, fuming Nitric Acid, wet Chlorine gas, liquid Bromine, or Aqua Regia, h these chemicals have been suc - c essfully piped in polyethylene pipe when diluted in a chemical waste It is not an electrical conductor strength) and, as a result, lower the effluent. and is non-degradable. It will not pressure rating. Polyethylene pipe provides long rot or rust. It will not support the Combining the anti-corrosion term service life in hundreds of growth of and is not affected by features of polyethylene pipe with {' industrial complexes and other bacteria, fungi or algae. Industrial Plastics' skill in fabrica- applications where PH's range Gaseous hydrocarbons have an tion, can result in big cost savings from 1 to 14. effect on polyethylene pipe. Liquid Polyethylene pipe is resistant to hydrocarbons will not degrade the and reduced down time compared marine biological attack. Sea water pipe, but will solvate into the wall t stainless steel, fiberglass, lined s and brine have no effect on it. of the pipe (reducing its hydrostatic steel or D.I., clay or concrete. High Abrasion Resistance In Dredge Pie Mine Slur Waste, Gravel, Sand : Polyethylene pipe has proven it- self superior to conventional pipe in the piping of abrasive materials. In the piping of abrasive slurries such as flyash, mine process and =` tailings materials, sand, and dredge ,, materials, polyethylene pipe typical- ,.. ly outlasts steel pipe by factors of _a w-M 4 to 1 and in many cases as high " as9to1. Several guidelines should be fol- lowed when considering the use of . polyethylene pipe in abrasive appli- cations: r !+' Impact points should be avoided by using long-radius ells, wear sidered in the piping of abrasive (Above) Complex HDPE header solids in polyethylene pipe. High- boxes, or tees which can serve wear will result whenpipingsolves conosion problem. as wear boxes by capping the er blind leg. larger particle sizes. (Below) Dredger finds tough • Velocities should be kept as low Properly used, polyethylene pipe iong-wearing HDPE is easy P will effective) reduce downtime to USe• as practical for the size of solids Y being pumped. and lower maintenance costs by increasing pipe life due to its high • Particle sizes should be con- abrasion resistance. VHMW, EHMW, HDPE 3408 Premium POlyethylenp. Pipe Complete Fitting Availability—Fittings . For Any System Are f. Interchangeable With Other Materials - y i{ f Molded or fabricated fittings are available to suit a full range of re- quirements. This includes stub - ends with pups, flange adaptors, xa ' elbows, tees, wyes and caps. _.Z: The stresses imposed by internal pressure on fittings are generally much higher than on straight pipe. . Wherever possible we use injection molded fittings with heavier walls than the pipe to carry the same de- sign pressure as the pipe. When . manufacturing fabricated fittings, in many cases, the wall thickness Y cannot be increased to maintain the same pressure rating as the pipe. In these cases, it is neces- sary to derate the fabricated fittings to compensate. For extra strength the fittings can be overwrapped in ducing wyes, special degree el- Typical complex system as fiberglass. bows, sumps, condensate traps, manufactured by our f im. Special fittings such as water tanks and manholes are made to stops, headers, reducing tees, re- order by Industrial Plastics. Fusion—Fast, Leakproof And E Economical _ There are no solvents or ce- ments known that can be used to ` join polyethylene. Therefore, it is .. generally joined in the field by the - 4_,a f thermal butt fusion process. The ". integrity, speed and cost effective- ness of fusion joining has proven itself under all types of conditions, and provides joints that are as strong as the pipe itself. The butt fusion process is a straight-forward procedure. An ex- perienced crew under proper work- ing conditions can normally join polyethylene pipe at the rate of one minute per diameter inch. For steel back-up rings for flange as- field assembly necessary to fit example, a 6" pipe can be fused semblies. Flange assemblies are each application's special consid- , in 6 minutes. Since pipe is nor- butt fused to the pipe for flanging erations. mally delivered in 40, 50, or 60 to pumps, valves and other pipe foot sections, the assembly time can be very fast. sections. 36" fusion machine fusing Polyethylene flange adaptors, Industrial Plastics will assist cus- 32" pipe' stub ends, and stub ends with tomers in selecting the most eco- pups are available with steel, duc- nomical combination of prefabri- tile iron, galvanized or stainless cated spool pieces and method of 0. = �. mmbm m m m m m m m m m m m FRATING 08 HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE DATA, PRESSURE RATINGS, AND WEIGHTS 250 psi 200psi i60psi 130psi 110psi 100psi 80ps1 65psi SOpsi SDR 7.3 SDR 9 SDR 11 SDR 13.5 SDR 15.5 SDR 17 SDR 21 SDR 26 SDR 32.5 .D. ZE MIN, WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT HES) WALL LB.IFT. WALL LB./FT. WALL LB./FT. WALL LB./FT. WALL LB./FT. WALL LB.IFT. WALL LB./FT. WALL LB./FT. WALL LB./FT. 375 0.325 0.90 0.264 0.75 0.216 0.63 0.176 0.52 0.153 0.46 0.140 0.42 - - - -.500 0.479 1.96 0.389 1.64 0.318 1.37 0.259 1.14 0.226 1.00 0.206 0.92 - - - - - - 4 4.500 0.616 3.24 0.500 2.71 0.409 2.26 0.333 1.88 0.290 1.65 0.265 1.52 0.214 1.24 - - - - 5 5.375 - - - - - - - - - - - - 0.256 1.77 0.207 1.45 0.165 1.17 5 5.563 0.762 4.95 0.618 4.13 0.506 3.46 0.412 2.87 0.359 2.53 0.327 2.32 0.265 1.90 0.214 1.55 0.171 1.25 6 6.625 0.908 7.02 0.736 5.86 0.602 4.91 0.491 4.07 0.427 3.58 0.390 3.29 0.315 2.69 0.255 2.20 0.204 1.77 7 7.125 - - - - - - - - - - 0.339 3.11 0.274 2.54 0.219 2.05 8 8.625 1.182 11.90 0.958 9.94 0.784 8.32 0.639 6.90 0.556 6.07 0.507 5.57 0.411 4.56 0.332 3.72 0.265 3.00 10 10.750 1.473 18.48 1.194 15.44 0.977 12.92 0.796 10.72 0.694 9.43 0.632 8.65 0.512 7.09 0.413 5.78 0.331 4.66 12 12.750 1.747 26.00 1.417 21.72 1.159 18.17 0.944 15.08 0.823 13.27 0.750 12.17 0.607 9.97 0.490 8.13 0.392 6.56 13 13.380 - - - - - - - - - - - - 0.637 10.98 0.515 8.96 0.412 7.22 MID 14 14.000 1.918 31.34 1.556 26.19 1.273 21.91 1.037 18.18 0.903 16.00 0.824 14.68 0.667 12.02 0.538 9.81 0.431 7.91 16 16.000 2.192 40.94 1.778 34.20 1.455 28.62 1.185 23.75 1.032 20.90 0.941 19.17 0.762 15.71 0.615 12.81 0.492 10.33 �+ 18 18.000 - - CD 2.000 43.29 1.636 36.22 1.333 30.06 1.161 26.45 1.059 24.26 0.857 19.88 0.692 16.21 0.554 13.07 20 20.000 - - 2.222 53.44 1.818 44.72 1.481 37.11 1.290 32.66 1.176 29.96 0.952 24.54 0.769 20.01 0.615 16.14 22 22.000 - - 2.000 54.11 1.630 44.91 1.419 39.51 1.294 36.25 1.048 29.69 0.846 24.21 0.677 19.52 24 24.000 - - - - 1 2.182 64.39 1.778 53.44 1.548 47.02 1.412 43.14 1.143 35.34 0.923 28.81 0.738 23.24 CD 28 28.000 - - - - 2.074 72.74 1.806 64.01 1.647 58.71 1.333 48.10 1.077 39.22 0.862 31.63 30 30.000 - - - - - - - - 1.935 73.48 1.765 67.40 1.429 55.21 1.154 45.02 0.923 36.31 CD 32 32.000 - - - - - - - - 2.065 83.60 1.882 76.69 1.524 62.82 1.231 51.23 0.985 41.31 36 36.000 - - - - - - - - - - 2.118 97.06 1.714 79.51 1.385 64.83 1.108 52.28 �• 42 42.000 - - - - - - - - - - 2.000 108.22 1.615 88.25 1.292 71.16 48 48.000 - - - - - - - - - - - - 2.286 141.34 1.846 115.26 1.477 92.95 CD 52 52.000 - - - - - - - - - - - - - - 2.000 134.56 1.600 108.51 cm 54 54.000 - - - - - - - - - - - - - - 2.077 145.11 1.662 117.02 fm +�� 1 w�+ r Produced or Stocked And Manufactured With Pride In The , Northwest By Industrial Plastics Industrial Plastics takes pride in manufacturing polyethylene pipe fittings, specialty designs, and cus- tom assemblies. • Molded Fittings • Fabricated Fittings • Special Design Fittings • Couplings and Connectors • Strap-On and Sidewall Fusion Fittings • Wye Laterals and True Wye's • Manifolds, Headers and Diffusers • Double Containment Systems • Manholes, Sumps, and Leachate ' Collection Systems le • Slotted, Drilled and Perforated Pipe • Internal/External Fusion Bead Removal ; • Full Fusion Machine Rentals, Sales and Service Al Ma 4 By providing Industrial Plastics with your application, service re- quirements (including temperature), the nature of the liquids to be piped, the flow and pressure requirements, your Industrial Plastics specialist will be able to assist you in select- ing the correct polyethylene pipe, t including the required SDR (wall thickness)" N4 1y NMI ff -f ppIIIyMyMII Large, off spec custom fitting and spool production—an arier of specialty for industrial Plastics. r u , r 13 Our crew is experienced in ryr the production of quality custom fittings and spool assemblies. n, y ro a, .i "`' w s i A variety of custom fittings w and spool assemblies manufactured by Industrial Plastics. Polyethylene Pipe Fittings, Adaptors And Assemblies Fabricated Wye Lateral and 600, 671/2°, 750 and 900 Fabricated Strap-On Saddles True Wyes Fabricated Elbows ' 450 Lateral C: Any size available. r Note 1: Strap-on saddles include Any degree of angle is available stainless steel straps and sealing 2" through 54". All SDR Ratings 2" gaskets. 900 True Wye through 54". Note 2: Strap-on saddles are not IP Exclusive intended for pressure piping appli- cations. They should only be used , Available 2" through 54" all SDR 111/4°, 221/2°, 300, and 450 for gravity flow or very low head sizes. Normally used for gravity or Fabricated Elbows conditions. low pressure applications. Can be reinforced for added strength. Fusion Branch Saddles ' Stub Ends 1" Through 54" Available SDR AndFlange Adaptors 17through SDR 7.3. 1 1/4"x3/4" through 36"x 18". All SDR Pressure Ratings available. - Standard Stub End Any degree of angle is available Concentric and Eccentric Stub End Pup2" through " 54 . Fabricated Reducers (Extra) Note 1: Fabricated elbows are pressure-rated the same as pipe of Available sizes 8" through 54". Standard ANSI the same SDR. Steep angle reducers are fully pres- ta lb. Pattern sure-rated 8" to 36", and can step 150 Backing Flange from any size to any smaller size. D.I., cast steel, stainless Anchor Rings , or galvanized I ---- q Transitions 3/4" Through 24" From polyethylene to steel pipe (threaded male end) 3/4" to 6" mild steel—internally or externally epoxy coated. SDR 11 or heavier. From Molded Butt and Socket polyethylene to steel Victaulic or Dresser coupling 2" to 24" mild or Available 4" to 48" for anchoring Fusion Fittings (SDR-11 STD) stainless steel 304, 316 or galvan- and/or sealing manhole walls, bulk- ' I ized available. SDR 26 or heavier. heads or thrust blocks. 3/4" to 6" Tees CD0 - = Fusion Fabricated Tees and t I Reducing Tees 3/4" to 6" Caps t I Fusion End Caps, BlindC_ Flanges, And Valve Spacer 3/4" to 6" 90' Ells Rings (Any Size) 4" and 6" 900 Ells O Can be combined into header or 1"x3/4" to 8"x6" ° manifold assemblies. All SDR sizes Reducers 3" through 54" are available. Fabri- ° cated tees are pressure-rated at 50 0 o percent of the rating of pipe of the same SDR value. LO T CO) .0 C _y �c ci COD r co a�� CO) CO cu A47 , y , sb � 6 • I� " " Y t x, r f a a s d " r � w. a. q FARM, n 1 dyf 4 Q .- i n , 1 t r r 4., t; } t F t =r; 4 tw r 1 ti Cb •p O y O •� �a v � Oct n O O v CL y = sm'= O +.. 0:2 C� O v •y Cb O CIOX) •O Q 3 Q c3ca co T CO) COD c� a o a� '� •� Im CO y y CO) � Q Co ' C Z ' O OMT 3 Co c 3 a.orz z 6- L " • L `Q = '► L C C "`" C ct C-:LL PLC C CDR102 CD CD NEW CL awn Y � e y k p.: , i r Setting the standard for highest qualit products and service j ), a � s - J • Industrial Plastic, w 740 S. 28th Street, Washougal, WA 98671-2597 Phone: (206) 835-2129 (503) 227-5588 1-800-634-5082 (USA including Alaska & Hawaii) Fax: (206) 835-3521 TT WWOBER i 24"0 HDPE ' - 5' Stub End l' 1 24"0 SDR 26 24"0 SDR 26 P; E, Pipe i I P. E. Pipe p 1 � ' �� 90 UH APPROVED FOR CONST. ' 24 0 Stub End W/ "\ Backing Ring (Galv,) NAME DATE NOTICE INDUSTRIAL PLASTICS, INC, 1 WASHOUGAL, WA, 98671 ' The drawing information and subject matter hereof are the confidential, sole and exclusive 8 -11- 92 L, L' ►ehr property of Industrial Plastics, Inc. and are North Fork Springbrook Creek ' not to be copied, reproduced or used in any Regional Bypass P I e �i n e manner for any purpose whatsoever without written consent Jack Johnson Const, ' Date Revisions Bel -Fair, Wa, B 2727 t 1 ASSOCIATED SAND & GRAVEL CO. , INC. MANHOLES AND CONCRETE PIPE t 1 1 ' Associated Pipe - Everett�A DIVISION OF ASSOCIATED SAND AND GRAVEL CO., INC. A CSR AMERICA COMPANY 48" PRE-CAST CATCH BASIN t TYPE 2 ' 12' 10 3/4- Conforms to: - ASTM C478 Manholes ' - APWA/WSDOT Standard Specifications Do Top Slab Reinforcing #4 Deformed Rebar: ' - Around opening - Diagonally on both sides of opening OFFSET ROUND OFFSET RECTANGULAR - @ 6" o.c. in both directions ' TOP SLAB TOP SLAB 24" Circumferential Wail Reinforcing Adjustment ring Minimum 0.12 sq. in./linear ft. ' —Lf Base Reinforcing d - 0.15 sq.in./linear ft. in both directions ' o r See step detail - Minimum Yield Strength = 60,000 psi '- a See joint f detail Hole Dimensions ' �� - Hole size equals pipe outer diameter plus manhole wall thickness 5 Maximum hole diameter is 36'' 8" minimum distance between holes 1.N 4„ 2" diameter lifting holes provided for each ' 7— component (lift straps provided for base and top slabs) ' I�48" J 5 B" ' Associated Pipe - Everett DIVISION OF ASSOCIATED SAND AND GRAVEL CO., INC. ' A CSR AMERICA COMPANY 54" PRE-CAST CATCH BASIN ' TYPE 2 1 4" 15" Conforms to: ' -ASTM C478 Manholes N N 20" -APWA/WSDOT Standard Specifications Top Slab Reinforcing #4 Deformed Rebar: OFFSET RECTANGULAR OFFSET ROUND _Around opening TOP SLAB TOP SLAB - Diagonally on both sides of opening ' 24" - @ 6"o.c. in both directions Adjustment ring Circumferential Wall Reinforcing — - Minimum 0.135 sq. in./linear ft. � ' p See step p detail Base Reinforcing ' See joint _0.19 sq.in./linear ft. in both directions detail - Minimum Yield Strength = 60,000 psi ' Hole Dimensions 5.5" o - Hole size equals pipe outer diameter plus manhole wall thickness ' N 2" - Maximum hole diameter is 42" �— - 8" minimum distance between holes Co - 2" diameter lifting holes provided for each �— component (lift straps provided for base s4" and top slabs) r 2' ' co n . a 1II 1 Effective 1/91 WI ' Associated Sand & gavel Co., I11c. S&ES Member CSR Group ' BOX 2037 - 6300 GLENWOOD AVE. - EVERETT,WASHINGTON 98203 72" PRE-CAST CATCH BASIN ' TYPE 2 ' Conforms to: -ASTM C478 Manholes -APWA/WSDOT Standard Specifications 20' N Top Slab Reinforcing ' #5 Deformed Rebar: - Around opening ' - Diagonally on both sides of opening OFFSET RECTANGULAR OFFSET ROUND - @ 6"o.c. in both directions ' TOP SLAB TOP SLAB r_24" 1 Circumferential Wall Reinforcing - Minimum 0.18 sq. in./linear ft. N Base Slab Reinforcing � �.. See step detail -0.35 sq.In./linear ft. in both directions See joint - Minimum Yield Strength = 60,000 psi detail ' Hole Dimensions `D Hole size equals pipe outer diameter plus ° manhole wall thickness ' - Maximum hole diameter Is 60" - 12" minimum distance between holes ' - 2" diameter lifting holes provided for each 00 —� 2 component (lift straps provided for top 72" and base slabs) Effective 1/91 ' POLYPROPYLENE SAFETY STEP 13" CC J O O 0 0 o � ' 0 O O � o o � —► o° 4 1-3/16" °0 ' 0° 00 0° 0 0 °' 0 00 °00 ° °o 00 0 P-13938 °° ' 00 00000 00000 OO CG 0000 OOOO 00 r � ' 1.4 13-1/2" 14-1/4" x�7/,`,,��",X`" f 9-3/8„ ♦ 6„ N X t �x•,X•,x•,X•,X„k 1/2" Grade 60 Steel Reinforcing Bar .k,X.xk.X,k.X,xk,X�X,x ALOffug O�AAMN Associated Pipe - Everett�A DIVISION OF ASSOCIATED SAND AND GRAVEL CO., INC. A CSR AMERICA COMPANY PREFABRICATED HANGING LADDER 3/4" radius N O O ' #8 (1"0) re—bar a� o Q) o N 3 #7 smooth steel n p x O � O � N Q = ' o I0 Anchor Pads Op ' 3 1/4" x 2" Li welded to leg with 7/8" hole 11 3j4" tConforms to: ASTM A-615 Reinforcing bar ASTM A-123 Galvanizing Effective 1/91 1 Associated Pipe - Everett ' DIVISION OF ASSOCIATED SAND AND GRAVEL CO., INC. A CSR AMERICA COMPANY 1 PRECAST CONCRETE ADJUSTING RING 1 1 5" 1 1 024" 1 1 4" 1 Conforms To: ASTM C-55 Grade S Effective 1/91 i Associated Sand & Gravel Co., Inc. 1 S&� Mcmber CSR Group BOX 2037 - 6300 GLENWOOD AVE. - EVER=,WASIIINGTON 98203 JOINT DETAIL - 12" TO 27" REINFORCED PIPE 1 1 M D E F 1 I- t - O _ m � b 1 0 L V D Q 1 � J ` P N U N 1 n En{. a) Laying length C oa o i5 1 DRAWING PIPE SIZE (inside diameter) 1 DIMENSION 12" 15" 18" 21 ' 24 27 A 2-1/2" 2-1/2" 2-1/2" 2-3/4" 3" 3-1/4" 8 1-1 2" 1-3 4" 2" 1-3 4" 1-1 2" 1-1 8" 1 C 8 8 8 8 8' 7'-8' D 7/8" 7/8" 7/8" 7/8" 7/8" 7/8" E 1-1/16" 1-1/16" 1-1/16" 1-1/16" 1-1/16" 1-1/16" 1 F 13/16" 13/16" 13/16" 13/16" 13/16" 13/16" H 1-5/8" 1-7/8" 1-5/8" 1-7/8" 1—7/8" 1-5/8" 1 2-3/8" 2-3/8" 2-7/8" 2-5/8" 2-5/8" 2-3/4" ' L 17" 20" 23" 26-1/2" 30" 33-1/2" M 5" 5" 5" 6" 6.. 6" 1 O 20" 23-1/2" 27" 30" 33" 35-3/4" P 3-1/2" 3-1/2" 3-1/2" 3 -1/2" 3-1/2" 1 Joint and gasket conform to ASTM C443 1 Effective 1191 Associated Sand & Gravel Co., Inc. ' Sa,� Member CSR Croup BOX 2037 - 6300 GLENWOOD AVE. - EVERETr,WASHINGTON 98203 1 JOINT DETAIL - 30" TO 72" PIPE ' L M D _ D 30' Z ' _ a a� o o D p a O p v Q) D p E v v a) 0 o f 0 Laying length C 0 'v DRAWING PIPE SIZE (inside diameter) ' DIMENSION 30" 36" 42" 48" 54" 60" 72" A 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 7" C 12' 12' 12' 12' 12' 12' 12' ' D 1-1/8" 1-1/8" 1-1/8" 1-1/8" 1-1/8" 1-3/8" 1-1/8" E 1" 1" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" F 1" 1" 1" 1" 1" 1" 1" ' G 2-7/8" 3-1/4" 3-3/4" 3-3/4" 3-3/4" 3-3/4" 3-3/4" H 3-1/4" 3-7/8" 4-1/4" 4-1/4" 4-1/4" 4-1/4" 4-1/4" K 37" 44" 51" 58" 65" 72" 86" L 7-1/8" 7-3/8" 7-3/4" 8" 8" 8" 8" M 4-9/16" 5-7/16" 6-1/16" 5-3/16" 4-5/16" 3-7/8" 1-3/4" N 42-1/4" 50-1/4" 58" 64" 70" 76-1/2" 88" ' 0 4-5/8" 4-7/8" 5-1/4" 5-1/2" 5-1/2" 5-3/8" 5-1/2" Joint and gasket conform to ASTM C443 ' Effective 1191 1 1 1 t OLYMPIC FOUNDRY, INC. MANHOLE LOCKING RING AND COVER 1 1 1 AUG-12-1992 09:21 FROM TO 12062756400 P.02 �1/2 TyP. 1'/S TYP. A � T ' FOR %" - 11N.C. x1Y." j DRILL & TAP: " - 11 N.C. S.S- SOC. HD. CAP SCREW (3 REQ'D.) ON 23" B.C. (TYP. 3 PL.) I TYP. NON-SKID COVER DIA.-25" p PATTERN 25'/4" 1• 0`� 2" RAISED ' 24 ����'d �u g LETTERS f f AS REQ'D. SEWER ,SECTION A-A I Y," CORE (TYP.) 1'k" CORE (TYP.) ON 23" B.C_ tNON-SKI D PATTERN (TYP.) T / r SEAT t I ' SECTION A-A APPROX.WEIGHT OLYMPIC FOUNDRY FRAME-229 LBS. SEATTLE, WASH. OVER- 157 LBS. r�. CAST IRON 24" x 6" LOCKING MANHOLE FRAME & COVER A.P.W.A.-42 LOCKING RATING — H-20 PART NO. MH30D/T ' TOTAL P.02 1 t H. D. FOWLER COMPANY, INC. FABRIC, LINER, SLIDE GATE, TRASH RACK, AND DEBRIS CAGE 1 1 1 AUG-14-1992 15:04 H.D. FOWLER - BELLEUUE W 206 641 e885 P.04 RA--Fr ' I BID ITEM #05 MIRAPI 50OX PRODUCT DESCRIPTION ' Mirafi .50OX is a woven fabric composed of polypropylene yarns which are woven into a stable network such that the yarns tetai.n .their relative position. The fabric is inert to biological degradation and naturally encountered chemi- cals , 41kalies , and acids. Mirafi SCOX conforms to the property values listed in the .£ollowing. table. Typical Fabricipreertx••_ Unit Test Method value t a ' Resistance to Inst a1Zafi n Dama .e ' Grab Tensile Strength lb ASTM D-1682-64 200 Grab Tensile Elongation $ ASTM 'D--1682-64 30 (max) Burst Strength psi ASTM D-3786- a2 400 ' Trapezoid Fear Strength lb ASTM D-1117-80 115 Puncture Sirengtn lb ASTM D-3787-8 3 85 Performanc4 Criteria Duritig Ser ic:e ,LL:ge�..� ' Modulus (Load at 16% Elongation) lb ASTM D-1682-64 115 Coef£icienll of Permeabili�y, k CFMC-4ET-24 0-.002 1The values listen are average values. Contact the M�irafi Technical Department for minimum certifiable values. 2Diaphragm Bursting Tester. ;Tension Testing Machine with ring aiampt steel ball replaced with a 5/16-in6h diameter solid steel cylinder centered itfiin the ring clamp. ' ,''Test~ proc10dure available, upon request. 1 . 12/84 AUG-14-1992 15:05 H.D. FOWLER - BELLEUUE W 206 641 8895 P.05 f ` RA�t'iNC BID ITEM #07 MIR"I 100X ' PRODUCT DESCRIPTION i ' Mizafi 100X: is a woven fabric composed of poly ropylene yarns which are woven into a stable network su h that the yar s retain their relative position. The fab is is inert to kiological degradation and naturally encoun ered chemi- t calF, alkalies, and acids. Mirafi 100X confor s to the pro�erty values listed in the following table. ' is TypTypicalFab Pro ert Unit Test Value Resistande to ' Installa- 'on Damage Grab Ten ile Strength lb ASTM D-1682-641 100 ' Grab Ten�i.le Elongation $ ASTM D-1682--6 30 Trapezoid Tear Strength lb ASTM D-1117-8 65 i ' Perf ozma ce Criteria Durin5 S rvice Life ' ' Burst St�en-gth psi ASTM D-3786-8( a2 210 SUspended Solids Virginia DG 75 ' Retention Efficiency VTM-51 i Slurry Flow Rate gal/min/ft2 Virginia DO� 0 .5 VTM-51 1 ' Ultzaviollet Stability $ ASTM G--26/D-16�23 90 tiTh.e values listed are average values. Contact thelMirafi. Technical z Departme4nt for minimum certifiable values. Diaphraci[n Bursting Tester. ' 3ASTM D- 682 as above after 250 Cycles in Xenon-arc �wa�theromPter (Type Bij or C apparatus as described in ASTM G-26) 41 one cycle consist of 1.02 minutes of light only, followed byi18 minutes of ' light_ wzth water spray. i ti 2/82 AUG — 1 7 - 92 motht' 1 5 = 25 NW L I N I NG 2068720245 P _ 03 PROPERTY TEST METHOD .036 .045 Gauge, nominal (mils) --- 36 45 ' Plies, reinforcing --- 1 1 10 x 10 1000d polyester Thickness, mil minimum ASTM D-751 ' 1. Overall Optical Method (as modified 34 41 2. Over Scrim in NSF #54)* 11 11 Breaking Strength—fabric, ASTM 0-751, Method A 200 250 ' minimum (pounds) Tear Strength (pounds, minimum) ASTM D-751 Modified 1. Initial (as modified In NSF#54)* 80 90 ' 2. After Aging i 35 35 Low Temperature, *F flexibility ASTM D-2136, '/e in. -40 -40 mandrel.4 hrs.—pass ' Dimensional Stability(each direction, ASTM D-1204 2 2 percent change maximum) 212*F, 1 hr. Volatile Loss, for 30 mil unsupported ASTM D-1203, Method A 0.5 0.5 ' sheet(percent loss maximum) Resistance to Soil Burial (percent ' change maximum in original value) a. 30-mil unsupported sheet ASTM D-3084 (per 1. Breaking Strength ASTM paragraph 9.5) 5 5 2. Elongation at Break 20 20 3. Modulus at 100% Elongation 20 20 ' b. Membrane Fabric Breaking Strength ASTM D-751. Method A 25 25 Hydrostatic Resistance. ASTM D-751 Method A 250 250 (pounds/sq. in. minimum) Procedure 1 ' Pry Adhesion, each direction. ASTM D-413 Machine Method 8 8 (pounds/in. minimum) ASTM D-413 Modified Method 10 10 ' Water Absorption,maximum. ASTM D-471 , 30 mil unsupported sheet 14 days @ 70*F t.5 1.5 (%weight gain) 30 days @ 70°F 2.0 2.0 ' 120 days @ 70*F 2.0 2.0 14 days @ 158*F 30.0 30.0 30 days @ 158*F 30.0 30.0 120 days @ 158*F 30.0 30.0 ' Bonded Seam Strength ASTM D-751 200 200 (factory seam,breaking (as modified in NSF#54)* ' factor,lb./width) Peel Adhesion ASTM D-413 Ply Sep in Ply sep in (pounds/in.minimum) (es modified in NSF#54)* plane of plane of scrim or scrim or ' 101b./in. 101b.1in. Resistance to Soil Burial ASTM D-3083 (percent change maximum (as modified in NSF #54)* ' in original value) Peal Adhesion -20 -20 Bonded Seam Strength --25 -25 AUG-14-1992 15:05 H.D. FOWLER - BELLEUUE W 206 641 8885 P.06 1 Subsi iory of MECHANICAL J0114T SSB-DUCTILE IRON Tyler orporation CLASS 350 FITTINGS I PLUGS&CAPS LEEVES T T T T T 14 4 V42" I4'-24" 3%12" 14"-24" MJ P13y9 MJ Cap to La -I Solid 5�654 So11d-5-6" Short L909 t Tapt Tapt S-6S5 5_�S 5.644L slaw D;t2 fvM W.lytrb Lose D1ry mien Weipilis ' Max. 5-M& 5-"4 a T v 1' 644a $444 T Tap 3 .46 S is2 6-i44 3 .34 .5 12 13 21 4 .46 6 4 .3b .5 12 17 25 4 1 10 ' .46 18 17 b .37 .5 12 28 39 6 4 6 .46 4 18 17 S .39 .5 12 38 53 10 �.56 4 36 35 14 .41 .5 12 49 64 1256 4 46 44 12 :43 .5 12 56 82 ' 14 1,-62 4 85 79 i{ •56 .5 15 ill 141 16 1.62 4 93 100 16 .57 .5 13 137 172 ' 35 1$ .65 4 ;: 122 18 .68 .5 15 2 20 .� 4 14a ZQ .69 1.5 15 * 2 70 24 !68 4 -02 24 .75 i .5 15 370 (16'thru 24'r of inclvded to AW WA C$U as of$&"Mbwr.i„ -) TAPPED TEE DAPTERS 1 - ' ( Mj-w rd Tia NtJxK FUME �Ipp 5.5531 5-661 8.641 ' Us* DIMw"lena M/wiytAs Sim Di ns W041ft -- T L M&V-ibp T v L' $-4n s."l 3 : .31 6 Z K 19 3 .34 6 12 18 18 4 .36 6 9 23 4 .35 6 12 24 24 6 .37 6 4 37 6 .37 6 12 36 33 8 .39 6 4 53 8 .39 6 12 52 52 t ; 10 .41 6 4 71 10 .A1 6 12 67 69 ! 12 .43 6 12 80 a 14 6 4 127 14 .51 6 12 127 127 16 .S2 6 4 164 1(v .32 6 12 166 149 PagoR Tyler Pipaum;t;-n;.ds;nn.Po. an. 7021.Tyler.Texas 75710-(214) 882-5511•66,X 1214) 82-7043 � )"a� AUG-14-1992 15:06 H.D. FOWLCR - BELLEVUE W 206 641 8885 P.07 q E D TOP <; �i�.14`='. tFLAT COVER (St 1 )WITH SQUARE BOTTOM . ` : ? Waterman CL-10 banal Gates are identical to our model C-10 Gates with 4y� the exception of tale cast iron cover (slide) which is of a flat plate type K; ' ;t construction with ribs reinforcing Its face, to withstand the maximum Z'}- heads as noted for,our C-10 gates.This gate cover also features asquare y;. . • ,;., �> bottom design. which allows a more open "clog-free" flow at points of initial opening. The Scat being only„lightly raieed above the cover plate surface helps pre*nt trash from collecting behind the cover which can lY _ cause difficulty in'operation. x All part* arc inter hangeable with our standard C-10 gate. tSee price list for izes available and prices. DETAIL OF COVER (SLIDE) �' �-x • Y SHOWING VERTICAL AND HORIZONTAL RIBS " ! I v FLOW ►"(1T • r\n! .421 >4x µ y Vr�=i {."y^�:}Zi - - FT ' .'! �✓. ' !fly ar..`• t�•�•Tj Y= .�..-:..:T ..• Note Flat plate Cover with View of 5title corer r a•. �L :.��;,tf : Machined ground surfs y Open ``'' surface Partiail O n =+ti:••�• ✓� ,, � ,�^ ��: 1.FRAME �. a`x+�':'�Y- i"�,.,,• :y 2 COVER(C-10 style shown) 'si."���''; �f�;'°'I�( ��tr �^ �•, y '2a t !' GL11gE RAIL R 6 L t 4. ( ) x' dllta[ttlard;; a.ltr;.�..;- CSl 5.HEADRAIL S l�!Cd,6ltWi PSsrt 5.STEM x y4K :Yi .;+r ^'- '•s;i',:rz;t cr' 7.HANUWHEEL 1 >Y' •ti � ram. Y•. ... n.rot`a�+%n ' a.THRUST COLLAR 9.LIFT NUT �.. �,Y � �,�- •;�.__w 6 t. •'� .� n 10.WEVOE BOL.'r tt"'+ fir, e: t. �i•�t'=Y} . d� 11.WEDGE NUT 'a I, W •r a...•.... �/. 12 FRAME BOLT r' r.'Tn .�. .,;�_;•�„.�f .�. \ la.FRAME NUT - 14.COLLAR BOLT Tfi• �JE2 15.LULLAH NUT 16.STOP BOLT&NUT S 17.LIMIT NUT— tF e- 1 V w/Set Screw optional r 3 (Illustration shows C-10 style Cover) f O l . ' r n INDUSTRIES, INC. e ExETFR•CA • LUBB CK,TX -GARDEN CITY,KS •BOISE.ID MFM13I41S, TN - G NO ISLAND. NS • INnIANAPOI.IS. IN ' TOTAL P.07 AUG-14-1992 15:04 H.D. FOWLER - BELLEVUE W 206 641 8885 P.03 tit SQ: ;POKANE T REET SEATTLE, YvASHINGTON 98134 GB2-5354 p "SERVING YOU SINCE 1957" ' GENERAL SHEET METAL WORK HEATING& VENTILATION SYSTEMS UUMMERCIAL-INDUSTRIAL- RESIOCNTIAL z ABRMATORS ALL TYPE5 METALS tROOFING Auguait 11, 1992 H. D. Fowler Company . P.O. Bas 160 Bellevue, WA 98009 ' Attn:i Carol. Haines Re: North Fork of Spring Brook Creek ' Renton, Washington Jack Johnson Construction Dear Me. Haines: ' The laterials we propose to use on the above-mentioned project are ae follows: I t1 - �401 Special Trash Rack for 2411 Culvert A8. .X. A153 Hot-Dipped alvanised Per Section 6-03 of Std. require I enta. s 1 - 1410 Debris Cage - A.S*T.M. A36 Carbon Steel Bands 16 Plain ' tool Bars Per Section 9--07 Conforming to AI.S.T.M. A615 and A.B.T.M. A153 Hot-Dipped Galvanizing. If T .,can answer any questions, please call. sinerely, ' DACliTC SHERT METAL, INC. a F. Shea i 1 1 1 1 CHARLE8 R. WATTS COMPANY GABION BASKETS 1 1 1 TABLE OF SIZES Maccaferri gabions Capacity Letter Number of C Also available in Length Width Height Code i Diaphragms Cubic Color Code Yards P.V.C. coated wire A 6' 3 3' 1 2.0 BLUE B 91 3' 3' 2 3.0 WHITE 41 C 1 12' 3' 3' 3 4.0 SLACK n 1 61 1 1 3' 1'6" 1 n RED E 9 3 1'6" 2 i.5 GREEN 'F 12 3' 1'6" 3 2.0 YELLOW 6' 3 1 1 0.66 B LL-,E-R E D H I91 1' 2 1.0 BLUE-YELLOW ' I L- 12' 3' 3 1.33 BLUE-GREENJ SPECIFICATIONS ZINC COATED PVC COATED GABIONS AND Mesh opening Hex. nom. 3""'x4 112,, Hex. nom. 3""'x 4 2" L- --- --- -_ ; Wire for netting 0.1181" nom.diam. 0.1062" nom.diam plus nom.0.02165"PVC I RENO MATTRESSES i Wire for selvedges 0.1535" nom.diam. 0.1338" nom. diarr. plus norn.0.32165"PVC ARE AVAILABLE vVire for binding 0.0866"nom. diam. 0.0866" nom.diam. plus nom.0.021651,PVC IN FULL RANGE Zinc coating 0.80 ozs. per sq.ft. 0.80 ozs. per sq.ft plus nom.0.02165 PVC OR METRIC SIZE Minimum thickness of PVC coating mall be not less than 0.0 1 5'L Letter No. of No Area Capacity Code Length Width Thickness Cells Square Cubic I Color Code Yards Yards 1 9' 6' 6" 3 6 1 -YELLOW ' - -___ _..__ _ Maccaferri Reno mattresses R 12' 6' 6" 4 8 1.33 WHITE-GREEN Also available in P.V.C. coated wire T 91 6' 91, 3 6 1.5 RED-YELLOW U 12' 6' 91, 4 8 2 RED-GREEN SPECIFICATIONS ZINC COATED PVC COATED - Y� - Mesh opening Hex. nom. 2""x3"', Hex- nom. 3 Wire for netting 0.0866" nom. diam. 0 0866" nom diam plus nom.0.02165"PVC Wire for selvedges 0.1062"nom. diam. 0.1062" nom. diamplus nom 0.02165" PVC Wire for binding 0.0866" nom. diam. 0 0866" nom. diam. plus nom 0.02165"PVC Zinc coating 0.70 ozs. per sq.ft. 0.70 ozs per sq ft plus nom.0.02.165" PVC I t Minimum thickness of PVC coating shall be not less than 0.0 15' Tolerances are in conformity with U.S. Federal Specification 00-W-46 1H and A.S.T.M. A641. ASSEMBLY d t� e; •.• • •' • � ii••..III /•\\\ \ 4s aa //III I/IHr r\�\ �i"�.• �i iii ii ♦_♦':iiii♦iiiiiii ♦ •M.N/illilil .���� •••r/i•�iiraaiiY•iiii�ifY ��i/Irr•rl�r•�IN•I•I• • /.•�.ii�rioi•rr.•r�/rrr ti ' � 1 T� � ' Y • t � ` � r w D 0 w z U U w a cc a JACK JOHNSON CONSTRUCTION, INC. LEGEND: B - BEGIN H - HOLIDAY X -- IN PROGRESS ACTUAL ' PROJECT SCHEDULE C - COMPLETE O - ORDER X-> - CONTINUAL SCHEDULE B X X X C SCHEDULE "A" & "B" D - DELIVERED S- SUBMIT NORTH FORK SPRINGBROOK CREEK BYPASS PIPELINE CITY OF RENTON 35 WORKING DAYS A U G U S T S E P T E M B E R O C T O B E R LF M T W T F M T W T F M T W T F M T W T F M T W T F M T W T F M T W T F M T W T F M - ------EVENT ------SZ STY 17 18 19 20 21 24 25 26 27 28 31 1 2 3 4 7 8 9 10 11 14 15 16 17 18 21 22 23 24 25 28 2�1 30 1 2 5 6 7 8 9 12 01 BID 03 AUGUST 92 H 02 AWARD 11 AUGUST 92 H 03 NOTIC TO PROCEED 24 AUGUST 92 H t 04 PRE-001,4STRUCTION' 19 AUGUST 92 05 SUBMITTAL OF MATERIALS H A) PIPE- HDPE/CONCRETE H B) FITTINGS - HDPE S X X H t C) SLIDE GATE S X X H D) MANHOLES S X X H ' E) RING &COVER S X X H F) FABRIC - LINER/FENCE S X X H C � ., G)TRASH RACK S X X H) DEBRIS CAGE S X X O i ' 1) PROJECT SCHEDULE S X X L r. 06 ORDER MATERIALS A) PIPE - HDPE/CONCRETE O X-------> D A i ' B) FITTINGS- HDPE O X-------> D P C) SLIDE GATE O X-------> D B D) MANHOLES O X-------> D L ' E) RING &COVER O X-------> D J F) FABRIC - LINER/FENCE O X-------> D E G) TRASH RACK O X-------> D R H) DEBRIS CAGE O X-------> D T ' 07 MOBILIZATION B X----> C 08 FILTER FENCE B C I 09 CLEAR &GRUB B X C D ' 10 GABION DISSIPATOR O A) EXCAVATION B C A B) INSTALL LINER B C N C) PLACEMENT OF GABIONS B C Y ' D) HDPE 14" &26" SLEEVES B C 11 HDPE FUSION & INSTALLATION D A) GABIN - CONTROL 24" 1400' H B X X X C B) GABION - END CAP 12" 550' H B C A l C) RIPRAP-CB 12" 120' H B C D) PERCOLATION COLLARS H B C T 12 CONCRETE PIPE INSTALLATION H A) CONTROL - 54" CB 36" 20' H B C E B) 54" CB-48" CB 24" 30' H B C C)48" CB -TRSH RCK 48" 40' H B C ' 13 CONSTRUCTION OF BERM H E. A) HAUL/COMPACTION H B X X X C • i B) INSTALL FABRIC H B t, C) HAND PLACED RIP RAP H ' D) FERTILIZE &SEED H B C 14 FINAL CLEAN UP H B X X X C " t { 1.