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Home My WebLink AboutSWP272771 (2) FROVI CASCADE TESTING 7PX NO. : 425-823-220-_ Nov. 04 19� 11:__75 M P2 PREVIOUS -+ 1�I<9 ,�{' REPORT NC. v CASCADE TESTING LABORATORY,[W. DATE ER1. TES NQ C MVSi EUT GN 1 ENGINEERS "2919 N.E.IMH PLACE. PROJECT (JPKLAND.WA 92034 (4251 am_DO� EVERETT (425)2Z9-Den tC1!d _[ LOCATION TO: _ V�Clq r�C: �._Cr BLDG.PERMIT NO, ON,T4ER WEATHER TEMP AT AA AT Pti ENGW EER ARGHITECT ATTN: _- -- CONTRACTOR AS REQUESTED BY: �. T'-iG wIA i"— K A Ui LAI 1u.. c PxA T_r. ..,. ra669 PAC Locationy.... ./9.4.9. . ... ../9.qo1... Elevation F)KaWK-.S ............. .......... ... wet ae<,S;ry-pcF J. 77..9..... r36�.8.... 1�0' . ........... .. Moisture Content Dry Density-PCF J Z'?.T. 36.z...-. .t v•.`�-. .. . .1, `�.N..._ Procter Value J jso. $, .. ~ .. .. .. , � '.��.. compaction--% cf ` Location Elevation Wet Density- PCF . . . . . . ... . ... Moisture Content Dry Density-PCF . . . . . . Proctor Value Compaction--% FIELD REPORT INSPECTM COPSE TO: . — SIGNED:___.._.. _ JUL-13-1999 08:44 FROM DA ZULUAGA CONST TO 4254307241 P.01 LETTER OF TRANSMITTAL D. A. ZULUAGA CONSTRUCTION, INC. DATE:July 13, 1999 652 SW 143rd (206)242-1240 TRANSMITTAL NO. 99-157-011 SEATTLE,WA 98166 (206)242-9247 FAX CITY OF RENTON ATTN ALLEN QUYNN 1055 SOUTH GRADY WAY CONTRACT NO. : CAG99-066 RENTON, WASHINGTON 98055 PROJECT SHATTUCK AVENUE COPIES DATE NO. DESCRIPTION 1 7/12/99 PROOF OF QUALIFICATION-MER WETHER LEACHMAN ASSOCIATES, INC. ❑For Approval ❑Approved as Submitted ❑Resubmit copies for approval ❑As Requested ❑Approved as Noted ❑ Submit copies for distribution ❑For review and comment ❑Returned for Correction ❑Return corrected prints REMARKS: Signed JUL-13-1999 0e:44 FROM DA ZULUAGA CONST TO 4254307241 P.02 Meriwethes Leachman Associates, Inc. Engineering and Sury ing July 12, 1999 D.A. Zuluaga Construction, Inc. 652 SW.143`4 St. Seattle, WA 98166-1536 Re: Shattuck Avo South Storm Drainage -City of Renton. Dear Sirs: As proof of qualifications as a Professional Land Survey firm, MLA, Irc. employs two ;2) Individuals who have or soon will have credentials as Licensed Professional Land Surveyors in the State of Washington: 1. Kenneth R. Gregory, State of Washington P.L.S. License No, 7595. 2. Douglas J. Coombes, Poased State of Washington P.L.S. Exam 4199, P.L.S. Licence Number pending state issuance. Their standing as Professional Land Surveyors can be verified with the Washirgtort State Board of Registration for Professional Engineers and Land Surveyors. If you have any quesdorts regarding this letter, please de not hesitate to call or write. Thank you. Sincerely, MLA, I c. Michael R. Leachman, P.E. and H:tdNPi P FlP iZulu a g�Rents a��.wp C 11 IRM NE i Wth Street;ec&ef,Weehingeon 980",1-4156 u Phone:[42514aE-42C0 or[2061526ti439e■Fm:44251483-2315 TOTAL P.02 JUL-12-1999 11:37 FROM DA ZULUAGA CONST TO 4254307241 P.08 D.A. ZULUAGA CONSTRUCTION, INC. July 12, 1999 99-157-008 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Stormline Replacement CAG-99-066 "Temporary By Pass.System" Dear Allen: As we discussed at our preconstruction meeting on June 29, 1999, D.A. Zuluaga Construction, Inc., will not proceed with construction activity if there is rainfall possible. Therefore, a temporary by-pass plan will not be necessary. If conditions change during the course of a day's activities, work will cease and existing system will be temporarily restored. Please contact me with any questions you might have. Sincerely, Mike Skagen Project Manager 652 S.W. 143rd Seattle. WA 98166 (206) 242-1240 JUL-12-1999 11:37 FROM DA ZULUAGA CONST TO 4254307241 P.09 D.A. ZULUAGA CONSTRUCTION, INC. *A ^ Yam.r July 12, 1999 99-157-009 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Stormline Replacement CAG-99-066 Shoring/Dewatering Plan Dear Allen: Due to the unknown soils nditions and extent of ground water(if any), it would be impossible to speculate on e# ct methods of shoring or dewatering_ Our shoring system will comply with WAG 296-155 Part N, Standard Specifications Section 2-09. 3(3), and all other applicable State and Federal regulations. Also, without an accurate soils report, we can only assume that dewatering will not be necessary. Please review and contact me with any questions you might have. Sincerely, Mike Skagen Project Manager TOTAL P.09 D.A. ZULUAGA CONSTRUCTION, INC. July 12, 1999 J U L i999 99-157-009 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Stormline Replacement CAG-99-066 Shoring/Dewatering Plan Dear Allen: Due to the unknown soils conditions and extent of ground water (if any), it would be impossible to speculate on exact methods of shoring or dewatering. Our shoring system will comply with WAG 296-155 Part N, Standard Specifications Section 2-09. 3(3), and all other applicable State and Federal regulations. Also, without an accurate soils report, we can only assume that dewatering will not be necessary. Please review and contact me with any questions you might have. Sincerely, Mike Skagen Project Manager 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 CITY OF RENTON ..i1 Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 29, 1999 Mike Skagan D.A. Zuluaga Construction Company 652 SW 143rd Street Seattle, WA 981'66 r . SUBJECT: SHATTUCK AVE SOUTH STORMLINE REPLACEMENT CAG 99-066 Dear Mike: We have received and examined your Trench Shoring Data as described in your letters dated July 12, and July 26, 1999. The submittal appears to melt standards for shoring plans. We will not approve the adequacy of the system to perform. Rather, we are reviewing the documentation that shows the contractor is assuming his contract liability for providing a safe workplace. You are, therefore, authorized to'proceed with work for Bid Item 5. Please call me at (425) 430-7247 if you have any'questions or need additional information on this contract. Sincerely, Allen Quynn Project Manager Surface Water Utility Enclosures CC: Ron Straka-Surface Water Utility Supervisor H:\DI V ISION.S\UTILITIE.S\DOCS\1999\CURRENT\99-607.DOC\MDD\tb 1055 South Grady Way-Renton, Washington 98055 9 This paper contains 50%recycled material,20%post consumer D.A. ZULUAGA CONSTRUCTION, INC. ��-case fKdr9i '� July 26, 1999 '��r �! ✓��c� f //y��/�'R/✓\ /lj V 99-157-014 City of Renton 1055 South Grady Way f Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shat4uck Ave. S. Stormline Replacement Project Trench Shoring Data Dear Allen: Enclosed please find the Trench Shoring Data pertaining to the above captioned project. We anticipate utilizing the"Efficiency"model 820 XLD along with trench plates for layback support. This will allow fora narrower trench width to stay within limits of trench restoration. Sincerely, r Mike Skagen Project Manager Enclosure t 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 EPi Trench Shields Il l) INC >r«��n . E0�1 MC MA-ERIAL COYTAIYR7 MCAVAT1 RS A - . • 1LATSI d _ weight ^� POEX20DLC 48,00O PQEXMLC 6810% C STONE WERS M44HOLE BOXES MEMO= 100,OD0 `�CD MAN448 4x8 2,700 ry $SHY 7 Yd. 5.800 MAN--U Od 4.990 3SH) 9 Yd. 6,300 a MaH"10 4z10 9,2t10 SSW 12 Yd. 7,400 ex10 6,894 t7 weight IhPlw ` met Lbs. C-80 Sall HAIL TRERCH SHIELDS • NIQH CLEAAAUCE ARCH 1104A JWW,4900P4 PAL34W Bn8 1,280 16 SITE SPECIFIC EKOINEERED SHORIHt1 PLANS PA1.9$8 8x9 1,87D 14 PAL-810 8x10 2,25D 11 PAL3-812 8x12 2.690 9 FL Lb. PAL3416 3x18 4,700 11 PRO4.415 408 4,100 30 CASE 880fRommer$25 1 A00 Pf1O4.618 BTc18 6,440 25 EX1201Ran W E04 2000 Pi1O4$16 8x16 8,800 25 1Yldtt► EX200J Lonw EYB 8,5W PAO4.420 4x20 4,86D 19 17P22�RammerQ9D 9AOO 'n PRO"20 OxM 8,80D 19 1r.27' t / IX4DOJPsmmert310O 11,0Do x PRO"20 So 8,20 #9 88'.464 PRO6.424 4x24 eAo IS 41V-I , � �. � Mod ows" o PR06424 W4 i1,106 18 68'•111P PR00424 W4 ONO 24 e'H14UARAN E ► • o cNn PAO8.824 W4 12M4 . P4 w ACCESSOMES 1lodel p(omeler N PUMP CAN 218C 2 4J8' RELEASE TOOL 10DOC 3.48' v STEEL TRENCH PLATES REMOVALHOOK 2100G 3,716' FIHNF0RA44'x8' 2501C 41f15' ft weigm 60131Rater_ oe 3DOOG 6.1je' feel Lbs. Daly Weekly Moaibly RAILLIEI4(1T1t 1.5%316''S',T 00 6.40OU' 64 1,250 8i00 24.00 72.00 Ix10 3129 1240 88.00 108AD 0912 8,PP3 12.W WN 108.00 wo B,'S34 26.00 OMOD Woo REYOLUTIO}i'ASY LOCI4*UFT SYSTEM H01114WID SURFACE AVAILABLE' o JUL-22-99 THU 09:21 AM DPK FAX NO, 2538725112 P. 07 686 HULL ROAD,MASON,M148854 EFFICIENCY ieo,ms.tsc PHONE(517)675-SWO TRENCH SHIELDS 820 XLD 'X 20 SERLAL NU)AR 117721 REFERENCE TO OCCUPATIONAL SAF>±FY AND HEALTHADMINISTRATION RULES AND REGULATIONS,VOL.54,NO 209, PART 1925,SUBPART"P SHIELD SIZE PSF RATING MAXIMUMALLOWABLE.DEPTH OF CUT(FEET). D SOIL TYPE TO BE EXCAVATED MAXIMUM LATERAL TYPE, TYPE B TYPE HEIGHT LENGTH EARTH PRESSURE CAPAGTYATTRENCH ��'cohesive soil. Medium cohesive to Soft cohesive to (FEET) (FEET) 25 PSF per granular soil. submerged soil_ BOTTOM IN POUNDS foot of depth 45 PSF per toot 60 PSF per foot PER SIQUARE FOOT of depth. of depth 8 20 900 38 20 15 LIMITATIONS IN USE OF TABLE DESCRIPTION DESCRIPTION DESCRIPTION Clay,silly clay,sandy Gay with unoorrfined Clay with unconfined 1. TRENCH SHIELDTO S1 ASSEMBLEDAND 1NSTALLEDAS day,clay foam, compressive strength compressive strength SHOWNAND INACCORDANCE WITH MANUFACTURER'S unconfined compressive greater than.5 TSF but less than_5 TSF INSTRUCTIONS. strength o,1.5 torte per less than 1.6 TSF, submerged sand, clay or square foot or greaten cohesionless gravel, silt, fractured rock that i5 not (See crate 8 on FCWr5e sit lasm or sandy barn, stable:(see note 10 on 2. EXCAVATION 2 FEET BELOW BOTTOM OF SHIELD IS oldie) (sae note 9 on reverse reverse s"rde) ; PERMITTED WHEN NO LOSS OF SOIL FROM BEHIND OR side) BELOW THE BOTTOM OF SHIELD IS ENCOUNTERED. 3.CONSULT MANUFACTURER WHEN RESTRICTION ON NOTE 2 IS NOT MET. LAYBACIC 4.ADDITIONAL SHIEL17S MAY BE STACKED WITH NO AND PENALTY IN DEPTH OF CUT s�� 1 ACCORDING 5.DEPTHS OF CUTS StgOWNARE BASED ON TOO 0" EXAMPLES OF VARIOUS SOIL COND71ONS.VERIFY REGULATnkS ACTUAL SOIL PRESSURES PRIOR TO EACH USE. D 6.ANY MODIFICATIONS ORALTERATIONS NOT ALLOWED I.NLESSAPPROVED KWRITING BY N EFFICIENCY PRODUCTION, INC_ 7.DEPTH CERTIFICATION IS BASED ON SHORT PERM I EXPOSURE WITH EXCAVATI ON OPEN A PERIOD NOT EXCEEDING 24 HOURS. CONTINUED ON REVERSE SIDE S�Sjtf#!!lj�t��r� a�pro ��fr CERTIFIED. BY: C4. . . {1 ••''••I (� 'rYri• ETFn;ENCY PROUCTION,ft iC - IWI EFFICIENCY PRODUCTION,IWC. g A 7� SEPTEMBER 1111998 WN ALL RIG' M RESERVED .� _ ' lvtEBER �- MMIUFACTIIRE UNDER ON OR MORE OFTHE FOLL,QWING U.S PATEN_NUMBERS; :� 4,060,365-4,114,3ss-4,259,028 rn £NGWEER ti� Z x - No. "u° ` ONE OR MORE OFTHE FOLLCWNG CAJdADIAN PATENT NLMAMRS,.1,062,68' 1,062,684 io 17221 = 1 f ° •-'• �`� USE THIS PRODUCT ONLY IN ACCORDANCE WITH APPLICABLE . � �622I FEDERAL, STATE,OR LOCAL LAWS ill Any use of this product not specifically described on thWaittficate ed6ld cause cave-in. collapse,or stluctural failum resulting in death or serinus iNury. / JUL-28-1999 07:39 FROM DA ZULUAGA CONST TO 4254307241 P.01 D.A. ZULUAGA CONSTRUCTION, INC. July 27, 1999 Dear Property Owner: Please be advised that D.A. Zuluaga Construction, Inc. intends to begin construction on the"Shattuck Avenue South Stormline Replacement Project"on Monday August 2, 1999. Working hours will be limited to between 8:30a.m. and 5:00p.m. Monday thru Friday. Please contact Mike Skagen at(206)242-1240 with any questions you might have. Sincerely, Mike Skagen Project Manager TOTAL P.01 JUL-12-1999 11:34 FROM DA ZULUAGA CONST TO 4254307241 P.01 D.A. Zuluaga : Construction, Inc. .......:•:• .-.... r....,.�If-r nt) A sl ....r" v.��S ,f �{,d{t. n +i.� s ra,.•..:. ,,, .::.::...:...::<.4.i,•!:::." fi:i ) .�. ),Sty.• ""�'.., .,e_., lEo{, a:,r_:.,::,:.:::;'!{::•:;. ! -,�' "�:>'F. t�.. {. *Ia::•_::..r:.:: - .. y:,: 1,.:, lid+' ::'•`' i':F- aa ran .. ..a .. .:. •::.::�r'. P'!(I�� .. ..•�..x...{..... !'ti. +�,`fi, ��; ^,�!n`'� ti(i r'r' :,>>i:"::cy.-4..�:y. �� . Ao e•20 Fax: 206-242-9247 facsimile trammittal To: Fax: `��r From: 1M\�C�' � Date: Re: Pages: CC: ❑ For Review El Please Comment ❑ Please Reply 0 Please Recycle :•<S.ixn:,.n.a:,,:.,�`';,yl•";.�}')1!�'tjl.rJ',`!+:;;L��?i�. ,......... .. .: ... _.�!li;, .'�r'':ii �.:.:::•.:::.;ri:,x...,.:q:frc`Fn!i�:�'��'"i:i .......... .J�t ..........:. :... ..,.;.i.:..n+.r,Pi:rp`,t td,� !itf St,, , :d .�.r:u"='•"'•':tS i n! .1.. s,...an�c•.�...J.JJ..'i+aS?`.i:.'^A:.":':q,;_�.;!�•L�:i:;tt.>;::::_ ;,. a, )l4LS`,Si. Sft s'.jltitfi•� .. ::i_t._-::r.,�w . 5 iC::r .i. :.' ., t!. +. ,{ ,a,_. ,,rFii:;,p::•Ii.xji.,:_. . . . • • . . . . • . ......... {� .: .i r. �,i JUL-12-1999 11:35 FROM DR ZULUAGA CONST TO 4254307241 P.02 D.A. ZULUAGA CONSTRUCTION, INC. July 12, 1999 99-157-010 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr.Allen Quynn Re: Shattuck Avenue South Stozmline Replacement CAG-99-066 Revised Traffic Control Plan Dear Allen: Enclosed please find a revised"Traffic Control Plan"for the above captioned project. Sincerely, Mike Skagen Project Manager Enclosure 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 1999 3: 17PM '425? 483-2315 N0- 8557 P 2 Meri-nether Leachman Associates, Inc. Engineering and Surveying D,A. Zuluaga Construction, Inc. July 12, 1999 652 SW.143`0 St. Seattle, WA 98166-1536 Re, Shattuck Ave South Storm Drainage - City of Renton. Dear Sirs: As proof of qualifications as a Professional Land Survey firm, MLA, Inc, employs two (2) individuals who have or soon will have credentials as Licensed Professional Land Surveyors in the State of Washington: 1. Kenneth R. Gregory, State of Washington P.L.S. License No. 7585. 2: Douglas J. Coombes, Passed State of Washington P.L.S. Exam 4/g9, P.L.S. Licence Number pending state issuance. Their standing as Professional Land Surveyors can be verified with the Washington State Board of Registration for Professional Engineers and Land Surveyors. If you have any questions regarding this letter, please do not hesitate to call or write. Thank you. Sincerely, MLA, I c. t [ Michael R. Leachman, P.E. mrl H:\WP%PRP2uluaga_FtentDn_LOQ.wpd 11800 NE 1 ECXh Street, Bothell,wsshington 980'1-4158•Phone:[425148&4800 or[2061525-9396■Fax:(4251482.2315 LETTER OF TRANSMITTAL D. A. ZULUAGA CONSTRUCTION, INC. DATE:July 13, 1999 652 SW 143`d (206) 242-1240 TRANSMITTAL NO. 99-157-011 SEATTLE,WA 98166 (206) 242-9247 FAX CITY OF RENTON ATTN : ALLEN QUYNN 1055 SOUTH GRADY WAY CONTRACT NO. : CAG99-066 RENTON, WASHINGTON 98055 PROJECT SHATTUCK AVENUE COPIES DATE NO. DESCRIPTION 1 7/12/99 PROOF OF QUALIFICATION-MERIWETHER LEACHMAN ASSOCIATES,INC. ❑For Approval ❑Approved as Submitted ❑Resubmit copies for approval ❑As Requested ❑Approved as Noted ❑ Submit copies for distribution ❑For review and comment ❑Returned for Correction ❑Return corrected prints REMARKS: Signed A5;!,,- AU i Aug 8, $9 Aug 16,-29 -wt' Au 22, Au 29,'99 $ep 5 199 See 12 i ID Task Narne on S i 164 M T w Duration 7 T F S I �-Tt—J - T I S M 'T WFT 1: —.---iF- JW T S T I S i S . M T W T MOBILIZAMN ld 2 :;TIE-IN EXISTING-STA.-4()+63---- 2d 3 !REMOVEtREPLAEE STORM—PI-F'-'-----5d- 4 INSTALL TYPE 1 CIBS 2d' SURFACE 17d] k 6 I RESTORE COMPLETE—PR 0 J*-E--C- 3d j A ; - 0 U) '7 0 C1 M CE /Z- 0 i l —) Eli Project- S" I 6,--f— Task lr� Mile-stone Rolled Up Task Rolled Up Progress Dale- 7112/99 Progress Summary Rolled Up.Milestone Page 1 Aup 1,19 8,'99 Aua 15 '99 Aug 22 '99 29 '99 8e b 199 S 12, ` ID Task Name Duration M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W I m 1 MOBILIZATION Id I Q m 2 TIE-IN EXISTING STA.40*63 2d I J Q r- 3 REMOvE/REPLACE STORM PiF 5d 0 tow N 4 INSTALL TYPE 1 C/B'$ 2d r` l a m 5 SURFACE RESTORATION 2d r� _ r_6_ RESTORE COMPLETE PROJEC 3d . ill II I i 0 z 0 U Q M Q i J N ! v'1 8►` D ^ G.rC_A/ i S D l<-� tC� !✓(,� c O., r�� A., -41,L —51A CE � � � � f �/�t.L- �.�n t1 i S / '�-� CI i i�S r �/�+.�� TVA- •yf-�i v-- / WdL� a.�L.--- .�C /T 0 Projed: Sr-f- A do"� Task Milestone Roiled Up Task Rolled Up Progress Daie:7/12J99 Progress Summary Rolled Up Westorre 0 Page I t D.A. ZULUAGA CONSTRUCTION, INC. June 28, 1999 99-157-005 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Stormline Replacement, CAG-99-066 "Submittals" Dear Allen: Enclosed please find five copies of submittal information pertaining to the above captioned project. Please review and contact me with any questions you might have. Sincerely, Mike Skagen Project Manager Enclosure 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 D.A. ZULUAGA CONSTRUCTION, INC. Project: Shattuck Avenue South Stormline Replacement CAG-99-066 Contractor: D.A. Zuluaga Construction, Inc. Owner: City of Renton Engineer: City of Renton, Greg Zimmerman P.E. Ronald Straka P.E. 1. 5.04.2 Asphalt Concrete Pavement Materials 2. 7.04.2 Storm Sewer Pipe Materials 3. 7-05.2 Manhole and Catch Basin Materials 4. 7-17.2 Sanitary Sewer Pipe Materials 5. 7-17.3(1)B Pipe Bedding 6. 7-17.3(3) Backfilling Storm and Sanitary Trenches 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 Rancor, Inc. Drainage Handbook Specifications ♦ 1-6 x HANCOR SURE-LOKO WT PIPE SPECIFICATIONS Scope This specification describes 4-to 60-inch (100-1500mm) Hancor Sure-Lok WT pipe for use in nonpressure drainage applications. Pipe Requirements Sure-Lok WT pipe shall have a smooth interior and annular exterior corrugations. • 4-to 10-inch shall meet AASHTO M252,Type S. • 12-to 48-inch (300 to 1200 mm) shall meet AASHTO M294-97,Type S. • 54- and 60-inch (1350 and 1500 mm) shall meet AASHTO MP7-97. • Manning's "n" value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lok(bell-and-spigot)joint meeting the requirements of AASHTO M294. The joint shall be watertight(rated) according to the requirements of ASTM D3212. 30"through 60" pipe joints shall be watertight according to ASTM D3212 with the exception that the joint be tested using 5.0 psi (34.5 kPa) and the test apparatus shall meet the ASTM 01103 requirements. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 104' Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. Joints shall remain watertight when subjected to a 1.5° axial misalignment. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M294. Fabricated fittings shall be welded on the interior and exterior at all - junctions. Material Properties Pipe and fitting material shall be high density polyethylene meeting ASTM D3350 minimum cell classification 324420C for 4-through 10-inch diameters or 335420C for 12-through 60-inch diameters. Installation Installation shall be in accordance with ASTM D2321 with the exception that minimum cover in trafficked areas shall be one foot(0.3m). Pipe Dimensions Nominal Di meter, in(mm) 4' 6 8 10' 12 15 18 24 30 36' 42' 48' 54' 60' Pipe I.D. in. mm 100 150 (200) (250 0 375 (600) 750 900 1050 1200 1350 1500 4.7 6.9 9.4 11.9 142 17.7 21.5 28.4 36.0 41.4 48.0 55.0 61.0 67.3 Pipe O D., in. (mm) 119 175 (239) (303) (361) 450) 546) (721) (914) 1052 1219 1397 1549 1709) 5.1 7.4 9.8 13.1 15.4 19.6 23.9 29.9 37.9 43.6 50.8 57.4 66.0 73.7 Flare O.D., in. (mm) (129 188 249 333 391 (498) (607 (759) (963 1107 1290 1458 1676 1872) 0.64 0.73 1.02 1.67 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 7.8 Pitch, in. (mm) 16.2 18.5 25.9 43 51 61 (76) (102 102 (117) (147 147 198 198) Approx.Weight, 0.44 1 1.03 1 1.6 2.1 3.3 4.7 6.2 10.7 15.6 18.8 24.7 29.1 1 34.6 42.0 Ib/ft,(N/m) (6.4 (15.1) (23.3 30.7 48.2 68.6 90.5 156.1 227.7) (274.4 360.5 424.7 504.9 612.9 Corrugation Annular Perforations All diameters available with or without perforations 'Check with sales representative for availability © Hancor, Inc., August, 1998 K ..� i...�e . vv4i1v,q ViKo 'n eo.�n4[ito" wt'th 29nito6,1 fewer Kh*Ta1laFtan�.,dr URI►i►�whart ►rl coriigec+lot}' wK}� starn� sswevs IniY4l;uilork.er,WAIFIK.wht Kh Conhection with walbr dis�►^1bu�l4tT it,s}o1la li?n. . S Wths Vi- Thick a --� u t' .� d I'att�r>ti Ur- to be cost 10}egrol 14" top vf premo Pion Met fit a•d� ]� j Mti'V-ts if--20 IAWii* ToF SectlOn A-A Ca*} l w.�b s'1." ._ rgn_ Nall Lock%nq Govr,r --- ag "NO 4 MATR'L: ASZ'M A48 C1 358 Cash Iron. �� w +'f4" see4son B-N Cos}- Iron Fi uirs�Mln,1Ne, bi x�plbs 6024 "A OL R q' C S "AN HOLE r AS' DER MANUFACTURING C0111 . ANC. 3330 MCDOUCIA[t AVE, ' EVIRETT, WASHINGTON 98701 �70e1 9�4•Sl!y ums Pa Nun 2I/rx vir 2S FOR ( T LOCK-NG DRILL 7A' �-----r G�,t -TOP YI"W ,x fiE i Yr�-- - _ Awl yr :i GHAT -S D VIEW '� "Jr a` :?3��'''��-1 f $ 2S. Lock'ING I S 4 FRW&'fgAT UM TO LMM 'IKto LOOM MAIL muuxm� INC _ y. .r. - - 1MNG?AD 16 2 t1 z 2.7 rf I T f � J .0 ro 1824 YAKEU GUTS-TOP VIEW MM- DUCMX -Aks GR 80-55-% FRAME 777 . � _ "' �;._.._Ifi+fltr=.g4`..i� � fib• Y4.IO Imo' � '�'•� "l VANED GRATE FOR CA TM $A N It x - j7p'` s.23�V�'`�irtp aRATt{N 18,74 VANED.GRATE- ALoaa � T M • fie. I ~ GWE WIM 2 SS 5/rx 2 I/T a?SMt o . �y�.. .* �M / j I ) - ny �i!•° 1.�1.5 L�oc r'T N-G ter' ti 'Ic PT TOP Vim f VANED GRATE PIA [ a l4 tl:, i f i EUVAPON 824 'CANED GRATE- LOCKING LOC3�NG DETAIL ;o� ��tso� EWi4 PWFfpe Sewer and Drain Products: Submittal and Data Sheet Nr Solid Wall Sewer Pipe, SDR35 December 1994 ASTM D3034 Nominal Average Base Minimum Approx Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size(in) Diameter(in) Diameter(in) Thickness(in) (Ibs/100') (Ibs/100') 4 4.215 3.890 .120 105 107 6 6.275 5.742 .180 234 239 8 8.400 7.665 .240 418 427 10 10.500 9.563 .300 664 677 12 12.500 11.361 .360 933 952 15 15.300 13.898 .437 1387 1415 ASTM F679 Nominal Average Base Minimum Approx. Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size(in) Diameter(in) Diameter (in) Thickness(in) (Ibs/100') (lbs/100') 18 18.701 16.976 .536 2080 2120 21 22.047 20.004 .632 2890 2948 24 24.803 22.480 .711 3658 3730 Notes: All sizes are available with integral gasketed bells; 4'' is also available with integral solvent-weld bells. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454E or 12364B. Gaskets meet ASTM F477. Pipe Design: Pipe meets ASTM D3034 for diameters 4''-15''or ASTM F679 for diameters 18"-24".All pipe has an SDR of 35 and a pipe stiffness of 46 psi or greater when tested in accordance with ASTM D2412. All gasketed pipe joints meet ASTM D3212. Agency Listings: IAPMO (UPC'): Sizes 4''-15" Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe subjects its sewer pipe to several ASTM tests, including dimensional compliance, impact resistance,flattening,stiffness, and joint integrity. Drainage Products ASTM D2729 Drainline Pipe (available perforated or solid-wall) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size (in) Diameter(in) Diameter(in) Thickness (in) (lbs1100') 3 3.250 3.10 .070 46 4 4.215 4.05 .075 64 6 6.275 6.06 .100 128 SDR 35 Underdrain Perforated Pipe (tor solid-wail, see PWPipe ASTM D3034 sewer pipe) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size (in) Diameter(in) Diameter (in) Thickness (in) (lbs1100') 4 4.215 3.89 .120 103 Notes: 1. All pipe is sold in 10 foot lengths; 3" D2729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lengths. 2. All pipe has integral bell solvent-weld joints. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454E or 12364B. Pipe Design: Drainline Pipe: Solid wall and 4"perforated wall meet ASTM D2729.3"and 6"perforated meet ASTM D2729 prior to perforation. Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation. Perforation Pattern: All pipe perforations follow the ASTM D2729 perforation specification of two rows of 1/2"diameter holes with hole spacing of 5" center-to-center. The rows of holes are 1200 apart. Agency Listings: Drainline Pipe: Solid wall pipe and 4" perforated wall pipe have IAPMO (UPC") listing. Underdrain Pipe: Pipe is listed by IAPMO (UPC'') prior to perforation. Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. The pipe should be installed with the print line facing upwards to properly locate the perforations. Testing: PWPipe subjects its Drainline and Underdrain pipe to several ASTM tests,including dimensional compliance,impact resistance,flatten- ing, and stiffness. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 (503) 343-0200 FAX(503) 686-9247 t�;FL_EUhF i,) 34 iW7 .7�w -�7 1.0 Poly (Vinyl Chloride) PVC Sewer Fittings shall be manufactured in accordance with either ASTM D-3033-79 6OR 35, 6UH 41, or AS I M D-3U34-r8 SDR 42, or SDR 35. 2.0 The purpose GPK fittings are to convey municipal sanitary and industrial wastes, storm water i un uff and many other solutions. They are designed to be used in a gravity flow and low pressure application not to exceed 25 PSI. 3.0 Chemical Resistance GPK fittings will not be affected by sewer gacas harfinularly hydrogen sulfide, nor sulphuric acid which is the usual result of chemical waste, when combined with water. 4.0 Marking GPK fittings shall be marked with ASTM number, applicable size, IAPMO letters and company name. It shall also have a code number as to the date manufactured. 5.0 Tenting GPK recommends a test after installation of either low pressure air or a water inflltradon-exrlitration test. The allowable Irdkage would be as follows: 5.1 Air Test Not ovtr 3.5 PSIG with a po33iblo drop to 3.0 PSIG, the minimum times shall be not more than the following.- 4' — 21/i minutes 8" — 5 minutes 12" — 71/2 minutes 6" -- 4 minutes 10" — 6 minnres 15" — 9y2 minutes 5.2 Water Test When testing for exfiltration the average internal pressure shall not be greater than 5 PSI and at any part of the total system shall not be under arty greater pressure than 10.8 PS!or (25 Q. read) The maximum water loss allowance shall not be greater than 50 gallons per inch of pipe diameter, per mile. per 24 hours. Infiltration testing shall be the saTie allowable as the exftltration allowable. 6.0 Deflection Test The maximum allowable pipe's fitting deflection should be 71/z°o. Testing for this is unnecessary when using proper con.5tructlon precticc� and inspection during pipe and fitting installation. It may be used when unstable trench walls or bottoms, heavy rainfall,frozen soil, high ground water levels, deep lines, or difficulty in attaining compaction is possible. A tolovision camera or a `gonogo" gauge are some devices f:�Pd. 7.0 Backt III ing and Tamping Backtil ling should follow closely after assembly of pipe and fittings. 7.1 Backfil ling with proper material is important for side support which enables pipe,fittings and soil to work together to meet designed load requirements. This eliminates deflection and shear breaks due to heavy loads. Approved material shall be used and properly compacted continuously above and around the pipe aria fittings as well as betweCi+ the fittings and trench wall. A cu-ihiuri of approvod niateriat up to a minimum of 12" over the fittings and between the trench walls shall be done in accordance with the engineer's specifications. 7-2 Tamping This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trench to enable you to compact a larger area around the pipe and fittings to the density conslsiert.with the orlglnal ground suf fdc6 a-)n6tions r_ z FILE No.C84 06/24 '99 10:20 I D:Palmer Coking Coa I FOX:425 432 3883 -i CGF g U KIN, COUNTY MATERIALS LABORATORY ls5 Monroe Ave NE, Bldg D Washington 9805E-4199 s � ,, a Rer., (5x1 296-0179 i5 296-7709 ,, r'+�,��, COMPANY rr ff PALM=1ti CO . 's�f G RACK DIA_1YkL:3"D VASHINGTON 930)0 j PROJECT NO. �_ pROJEC'T �R lG � r �� eJa-t.. Gt.•o�.Sf•rr LAB NO DATE SAMPLED to -�� 4SAMPLED BY f� i�•y d t� a o w' FIELD SAMPLE NC. TYPE OF MATERIAL ��. �� cJo-v NAME & LOCATION OF SCU�CE / « rCe✓ SAMPLED AT CRUSHED BY 411 / /�'�taJ'h REQL'IAksC % gEQUIR % S[GVC WLIGfIT SPEC, PASS. FRr�CT. S1L�"E Wi:;IGHT SPEC. Pass. r'TtACT- ,Q 4-r� s4 3 40 a r,1d e ,iR Z.t7 dw l%q ` a4,6Z 100 .2.4 0 2 3 $C. LI4D=-D LIMIT__ PLASTICITY ZNDEY SAN17 EQUlVAi�C1`iT 12EMAAK5: REF ASTM C-L17 ( _) l08 C702 D7 �s a✓4 S,/�G Aia �G /hGt.t�Sv� oe$ Dotes Now �2at�y r�a1 n _;t By DATE "I,-9 NESTED BY FILE No.C84 06,-24 '39 10:2`J I II:Pa 1-ner Coking Coal FOX:425 4.�' 3383 PAGE 3 PALMER COKING COAL COMPANY P.O. Pox ri BLACK DIAMOND, WASHINGTON 98010 Particle size Analysts Worksheet Job Name: PGC Job No: 09001}04 Gape; 7*M Tested ay: 7AS 90iit0 NO: Pee gravat Sample No: Depth: 5otl 0e6copbon: Gray b oWn tlrte grovel(GP) WSQ4T 9.03.1(4)C Grading 08 MWeture tt n16rt -2W Wash Pan* a7 Pan# 07 Pan«Wei Salt 1383.30 Pan+Wet Solt Bafare 1372.10 Fan+cly sdi 1372.10 Pan*Dry Soil fter 1360.50 " Molslure Loan 10.90 -200 Fran wash 2.60 Pon Wt. 228.34 . Pan Wt. 728.34 Dry Wl Wt, 114370 C Soli W`- 1143.76 hAolatctre Content f.0 %of-2)0 0.2 Total Washed Wl Wt: 1141.16 Shave Anaysls Fractional SamO 3 Total Sa 1a Summa Slave Accum,M. Accum.VA fteciftatlom size Retained Rr WVM %Retained %Pa id Slze %Passi MMoltnum Mlal4mum 3.0" «......... 0,00 f 100.0 3,0" 1 100.0 314" 000 0.0 100.0 314" 100.0 1 ........ 0.00 0.0 100.0 112- loon 1cc 3(8" 469.29 40,2 59.8 .1,15. ti9.8 85 100 #4 +•••"""""•• - 1113'au 97.4 2.6 #4 2.B 10 30 #8 1097 1134,00 991 0.9 #8 0.9 1 0 10 Ole 24.00 1138.66 99,6 0.4 #15 0.4 1 0 5 040 28.01 1140.08 003 0.3 #40 0.3 ygp 26.44 114C.52 99.7 0.3 ##A 0.3 #100 28.7+4 114012 99.71 0.3 #100 0.3 #2p0 I 26.96 1141,06 90.8 1 0.2 #200 a 2 Pan 27,Og l i c i t Claselficatlon Data Qescrl ticn %Total Gravel Coarse 0.0 fine 97.4 Sand Coat" 1.8 Medium 0.5 Fine 0.1 -20D 0.2 Boll Cleealfleat on: 4rW brown Ane gravel(c3P) G*0l5ngln6efe 719196 Page 1 Sent by: MA Segale, Inc. 2C65750:3i9; 06/02199 9:47AM;jdEj #18; Page 1/1 _. ",w ,vtL 23z Sao 1 383 P. i / TES': OF: A.C.p. JQS !":x 0£slGy C:..155 A WCR.V CRDZR Y0: 0,2551& Ox_E sa."4PLFJ3: 03/Q4/93 LAS r0 h0: cco0Z0493a r� x'cv:) ++ NSMITM? .1(0: 6e(;o4 G: 1151 (4IX I0 M0: G8975 tQN: JC`P KA 014SIN Hwy VIZ BZb ZS$t4 �J: r�'� _t_r_•C'Y•z�IGTOR'S PROe�O$.'�I.,r-r-r-,��#�r_x..r�r-t_�,a..�_w_+ MaC3: iwt�;t. AGc. I/4"- BLZ.vo SAN)) Source: A-444 A-464 A-454 Caabired Specif:catjore 2atia: 80.0 4 7.0 100.0 100.0 100.a 3fa 100.0 zcc.b IOo 112 97.ej I00.0 lOC.0 100 Z0g V4 g4.0 97.0 100 98 90-10C 1,�4 63.0 76.0 .0 87 75-9C IC 1v0.0 27.0 21.0 $3.a 64 5s-75 4a L2.0 y_0 3-1 .0 3= 30-42 ZO? 5.4C 4.i0 t5 1.1-24 - -r-+ •_r_y�w..}�k_r_r_r•..r_�-F.e�3C Z 2b AHA i.6 3-7 Asp* t by art o: TaI MAX: R�i:.7eZ': :YStS��►�i_r..r-*_�e.ar_k r-k S-aU!1�eter "S^ Va a 3 .. .t: 39 Cahes 39 39 1 6.5 :cegte•.T ^C" Value: s0 Z3 0ersityF (lbSIC;) : 157 17= L35 243 :50 145 s 14C.8 L44.6 Z4i; '50.1 %49.7 ~• 1oisls - Yc1�e !--i Mix: o„ 150.2 VaI�S Lr. �Si.teral A`'S: 15.1 14.z 3.9 2.0 wax Density >:Tz Rica: I�7.2 �4.5 13.2 4.5 IS.i 15.2 seal A 01 Yj41 1j2* 3 4$ 1 RCH v ppea�tt^re: v0Y_ YCNB t Reta:nec St_srgth: 54 NCv-E !c fz NON 86 9t S� 99 s�p�Iiar CHEvRon ASpl:S;t by RIc'. ;00 SEAL.`: f ta:,� :z�x, 5.3 / I�Z�- G f 6J-- L f 2-qy sz�tae o AZpe.a 80'54-2 2 it Art; Strip {by wC asp2t; C.2$ r.vpe Cr AAtZ Str;p ARR-1,MZ .ax. DenTrizy lnsjc- 154.2 Zyaizler. F4rnacs GcrrectLoa Factor: 9 .64 Ze9�r�S: Vai LeIS: L75 !Materials File x 5iz1G.',3 QLk5 sect',L4*n "'x 2eRio:3: Olympis n1strator rlata� Vials ` 06'22%99 17:19 FIX _53171)7�17 PIPE Inc SUES Z002 MIP Pacific Internationol Pipe Enterprises, Inc. P.O. Box 9156 - Tacoma. wa 98409 focol form 4vowned co,mponv.....cfinlfen9fn9 our people to make v diftrence UTILITY 'VAULT STRUCTURAL NOTES CONCRETE: htinimum 28 day compressive strength (F'c)= 4500 psi. DESIGN STANDARDS= ACI-318-95 A.ASHTO-97 ASTM C913IC858 REINFORCEMENT: Bars #3-48; Glade 60. Welded wire fabric -4 x 4 w 2.91w 2.9,Grade 60- .DESIGN STANDARDS: ASTM A-615 ASTM A-82, A-496, A 185 LG,qD,,: H-20 wheel load with 309/6 impact factor 20,900 lbs distributed over 10"x 20" surface footprint Maximum soil cover—V-0- GENERAL: Method of back filling shall not create pressures greater than the above mentioned design loads. Placement of fabricated door-Jhatches not reconnmended in high speed traffic or braking situations- Materials: ASTM 2andcrd.' Supplier: Cement-Type III C-150 Tillbury Cement 314"Washed rock C-33 tunestar NW Concrete sand C-33 Lonestar NW Damcem 19 C-494 W.R. Grace (super plasticizer) )RDA 64 C-4 94 W.R Grace (water reducer) Daravair 1000 C-260 W.R. Grace (air entrainment) Reinforcing mesh A-185, A-496 Davis Wire Reirdorcing rebar A-615 Davis Wire Joint seal AASHTO M-198B Con-Seal copwighr: Pipe,Inc-, 3197,(TAC) The Northwasc's Lending fy&CWyufQ4tuC0r of OuO"V CorC"6 Products P0.oar 1 13aS.dl rrfond- Oa 07V g P-O.00.5240. sdem.OR 97304 P.P. M:9156, rocomo. Wn 93409 tW 5 C. FIrV St., A,d.4..d. OR 97756 ;sn3)Qes�3o1 - (goo)509-7473 (S05)505-7550- 14500.45R-U559 (255)475-6066 - 1-0DO-VYY-5336 (Sal)v436083 Fog (So3)266-0WO FU.(503)362-8S26 ■(253)471-4730 sor(5a1)0436r15 06/22/99 17:19 F11 2534714717 PIPE Inc SATES 2003 Pr PE I CATCH B 1 r 60,12"&24" `S" Emision Units Available in 6", Vr or 24'heights-Used to adjust to a maximum catch basin heights of T-O' �. finished grade to pipe invert. 32' 3V base Sections This unit is provided with 18'diameter knockouts on all lour sides` .�= S�eCfirations All uMZ are rnanufactured to the specifications of the Department of Transportation and the A°WA Standard Plan B-1 42" llfeight Base--2,120 lbs. 24-Riser-1'638 lbs. a >s 12'Rise r-830►bs_ 6'Riser-415 lbs. l Paei[ic Intemational Pipe Enterprises, Inc. 4001 S.OrChMd 755 H.E.Cdufttiia Blvd- ECOW I EM9 Hwy.N.W. P.Q•O=9156 P.O.BOX IME P.G.golf$249 Tawma,WA.96409 Pfiwid,OR 97211 Salem,OR 9M& (208)47S8898(TAC) (WO)2658381 {wm 5a&7d50 (200)673-7772(SEA) (800)63"139(WATS) (goo)4524WO(WA7 (goo)922-5336(WATS) (SOS)UG-oe03 JFAX) (503)3624526(FAY3 (206)474-7631 (FAX) 24 06'22/99 1T:20 F.0 2534714747 PIPE Inc SALES ldj004 - j 22.11Y it 26-1/2"Arc Tap Slab F trick. Roind or rectangular openings are �- ' `''• provided where needed. 4 9o° PrecastSeetions Units are available in 1'through 5 heights. Standard Jolnttng is ey rubber gaskets_Steps are available on request Lift hales are provided in all Bass Sections `t }"� Base sactions are available in 2'through 5' heights_ Knockouts 4'&5'bases and 3',4'&5'sections are available 6"or 12" .;; with various knockout configurations.Special knockouts or blockouts are availabla on request. Specifications All units are manufactured to meet the requirements of ASTM G-443,the Department of Transportation and APWA Standard Plan B-le. 1'to 5' Weights - 48'x2' Base-3,200 lbs. J Md;fional footage--9201bs.perft y , 48'Sections-920 lbs.per ft. 48`xB'Flat Slab Top-1,900 lbs. 3',4' or 5' '•ti �� 4'orb' 2 t� As Requi d =" s Std. - sa Sump —15° gyp° t5l a8° 58" Pacific International Pipe Enterprises, Inc. s601 3 OrC1ard 755 N-L Qokffba aw. Sq2 Dallas F{wy,N.W. P.Q.8cac 97 5B PA_8=11305 A-D.S=3249 Tacwr g WA 88409 Pcdaml,OR s72ii Sarern,OR�r3at (208)4�eese CTAC) 4 ;2L r8391 (M)6234772(SE►1 (OW)6344139(WATS) �?585-7350 (800)R22-53M{NAYS? (aocy 452 s(w�rs7 R06?474-7631(FNQ (` ?A6 06Q3(FpXj (SMJ 35285M(FAX) 28 7'Dr\ �'l R �LG� /7�� . cJ/ U 'nt�/..�E. ��L GC_+ �r�j'� Aug1,'99 Aug8,'99 Aug16,'99 Aug22,'99 / Aug29,'99 Sep 5,'99 Se 12, ID Task Name Duration M I T I W I T F S S M T W T F S S M T W T F S I S MI T IW T F S S M T W I T F S S M T W T F S S M T W 1 MOBILIZATION Id . 2 TIE-IN EXISTING STA,40+63 2d 3 REMOVE/REPLACE STORM PIF 5d _ 4 INSTALL TYPE 1 C/B'S 2d - — 5 SURFACE RESTORATION 2d 6 RESTORE COMPLETE PROJEC 3d . 0_ Grc �i� iF G(G�• o-� �7i, �T/rLL- ��a of i S 7 ``.�_ Qi i 1:S '"�/t-.� ?`[Jt ��4 0-- / L✓-tZ- �.. .-- �-C.tJ i Project: Task -z Milestone . Rolled Up Task � g_ _ Rolled Up Progress � ��- ' Date:7/12/99 Progress Summary Rolled Up Milestone 0 Page 1 LEY VUE ESTATES LU A- 95- 207- FP OF THE S W 114 OF THE SE 114 LN D-10—0305 TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. ' OF REN T0,V, WASHING TON SURVEY N O TES INSTRUMENT: NIKON TOTAL STATION DTM—AIOLG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE W/TH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130—070 om c DATE OF SURVEY- JUNE 1996 a BASIS OF BEARING: KCAS & TALBOT HEIGHTS ADDITION VOLUME 48, PAGE 80 OF KING COUNTY RECORDS JE c XLEGEND o a , ® EX MON IN CASE SET MON IN CASE rn ® SURFACE BRASS MONUMENT N �( PK NAIL J • SET 112" REBAR & CAP o S LS #5524 x ,A 3�E SET LEAD & TACK 0 - a $`�. O FOUND REBAR & CAP OF IRON PIPE (NOTED) 0 x a aLa I NO TE.- SEE SHEET 2 o f 4 FOR CUR VE & I REN TON COOPER? , 'VF I LINE TABLE INFORMA PON. I I PAN Y ACRE TRACT,. I I LOT 79 I NO 1 '28'34"E I 6 llr-15. 00' i 2 79.80 52.70 5J.20 S 88�31 220.00 56.80 60.00' 53.00 50,20' s. 6 5 .8 sq.fl 2 4,795 sq.ft. 4,52, ,,520 !�q.ft 3 0.11 acres 0.1 n act '),10 517 sq.f 50 5,232 2-1.11,-J -4" .2� 61i 74 J5.4j' C 7 0.1;? act es 1"w" 6 Ll L (OCD ,-----25.00 5469 00' 1 IV 88'JI'26m W �30 124.51' ,30 31 32 3,3 0� vie z, p"IN CIO 14 S 88*,31 '26p" E 150. 001(o .,657 sq.ft. 4,502 sq.ft. 4,502 sq.ft. 4,502 sq.ft. 34 11, 0.10 acres 6.10 acres 0.10 acres Q� 57 sq.ft. L 0.11 acres 4,4 (n 0.10 acres S t3*Jl'26' E 15' TORY EASEMENT 60.00' 54.90 5 55.W' 4.90, 39.81 101.22' 23.88 S S?9�, 0 27I� I --k S 4,818 sq.ft. 29 D. - - acres 267 1-1 ,536 sq.ft. 28 A. 0 ' 1 acres 03 acres 4,732 sq.ft.0' 5,462 sq.ft. tom, o 0) 0.11 acres 0.13 acres No S 88J I=2E 15' STORY EASEMENT 88.JO' 25 35.00' 1.76' 5,494 sq.ft. 0.13 acres w (j Cl h S 87*22'440 E .80 yu.2j, 00 �QP� I 24 C) �21 k Q) 7,486 sq.ft. vl- 0.17 acres IZ x* �;, CITY OF RENTON : •M Planning/Building/Public Works Department �' Gregg-Zimmerman P.E.,Administrator Jesse Tanner,Mayor July 19, 1999 Mike Skagen Zuluaga Construction, Inc. 652 SW 143rd Seattle,WA 98166 SUBJECT: SHATTUCK AVE S. STORMLINE REPLACEMENT PROJECT Dear Mike: You are authorized to proceed with construction of the Shattuck Ave. S. Stormline Replacement Project (CAG-99-066). Please proceed with the work in accordance with the terms of the . approved contract, plans and specifications. Work shall commence no later than August 2, 1999; however, every effort should be [Wade to begin work as soon as possible. You have 15 working days to complete the project. I have enclosed the traffic control plan and your copy of the contract with the Mayor's signature. The traffic control plan will be approved once it is return to me with your signature at the bottom of the first page. The approved plan shall be posted at the job site at all times. More information is needed to adequately address shoring during construction Please provide a plan that includes a sketch and a brief description of the method you will employ. The plan will deed to be approved before you can begin work. If you have any questions, please call me at 425.430.7247. Sincerely, Allen Quynn,6roj Manager Surface Water Utility Enclosure cc: Ron Straka 0 11:\D I V I S IONS\U•rl LI"rl E.S\DOC S\1999\C U RRENT\99-5 18.DOC 1055 South Grady Way - Renton, Washington 98055 CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor July 26, 1999 Mike Skagen Zuluaga Construction. Inc. 652 SW 143rd Seattle, WA 98166 SUBJECT: SHATTUCK AVE S. STORMLINE REPLACEMENT PROJECT- NOTICE TO PROCEED CAG-99-066 Dear Mike: In order to clarify my letter dated July, 19 1999, the Notice to Proceed shall be affective August 2, 1999. Sincerely, 0111- ,/" u n P 'ect Manager Allen Q y � Surface Water Utility Enclosure l is\DI V I SION.S\UTI LITI E.S\DOCS\1999\CURRENT\99-526.DOC\AQ\tb 1055 South Grady Way- Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer JUL-26-1999 12:06 FROM DP ZULUAGA CONST TO 4254307241 P.01 D.A. ZULUAGA CONSTRUCTION, INC. July 26, 1999 99-157-014 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Ave. S. Stormline Replacement Project Trench Shoring Data Dear Allen: Enclosed please find the Trench Sharing Data pertaining to the above captioned project. We anticipate utilizing the"Efficiency"model 820 XLD along with trench plates for layback support. This will allow for a narrower trench width to stay within limits of trench restoration. Sincerely, Mike Skagen Project Manager Enclosure 652 S.W. 143rd Seattle. WA 98166 (206) 242-1240 JUL-26-1993 12:06 FROM DP ZULUAGA CONST TO 4254307241 P.02 M HULL.ROAD,MASON,h948&-A � EFFK;IENCY , PHONE t517}67a-aaoo TRENCH SHISMS 820 XLD 'X 20 r SMALVA2 MMI 137721 REFERF-14CETO OCCUPATIONAL SAFETY AND H'EALTI ADMIN(SZRAnON RULES AND REGULATK)N5,VOL.54,NO 2M, PART 1925,SUBPART P PSF RATING MAXIMUMAL.LowAsLE DEPTH OF CUT(FEM ti SHIELD SIZE D SOIL TYPE TO BE EXCAVATED MAAM LATERAL hi TYPE A TYPE B TYPE HEIGHT LENGTH EARTH FIP sSURE MIF,cohesn+e soil. Me@dtm 00he04e t4 SO t Oahesne to 6CAPATYATlRENCH {FEES (FEET) 25 PSF per granular soil. submerged soil 60TT611 IN POUNDS foot of depth 45 PSF per toot 60 PSF per foot PER dWAFiE FOOT of depth. Of derpb S 20 900 36 20 Is L. M TATIONS IN USE OF TABLE DESCRIPTION DESCRIPTION DESCRIPTION QMM -1y clay,st ay Qv wah w,00idmed CJ4 vwih I TRENCH SWELDTO SEASSEMBLEDAND INSTALLED AS claY,dM k�am, comovssive slrmr4s emygr sivo=Mnoin SHOWNAND INA=RDANCE WAN MMUFACTLtRER'S uncocsl`ina compraw(ve gMM"Dm.S TSF Out Ids am.5 TSF INSTRUCTIOIN& sVvrqthof 1.5 tors per less than 1.5 TSF, wihmemed oar4 clay or uware 1w cr geaw C4t1wOt m wavel,S�t traca,rod ma Vv t S not (See '19b2 6 on nnrersa sd loam or sandy barn atabia.(see note YO art 2 EXCAVAT{ON 2 FEE`{'BELOW BOTTOM OF S4',IE D is zlde) (see we 9 on revere reverse side) ! PERUE'I'TED WHEN NO LOSS OF SOIL FROM BE14IND OR $�) BLOWTHE BOTTOM OF SHIELD IS ENCOUNTERED.' ' 3.CONSULT WNUFACTURER WHEN RESTRICTION ! ON NOTE 2 IS NOT MET. LAYEACK 4.ADDITIONAL SHIELD$MAY BE STACKED WITH NO AI,C PENALTY IN DEPTH OF CUT. SLOPE AOCORONG 5.DEP i HS OF CU-f"o SYOMRJARE BASED ON 7OOSHA D AflrIPLES OF VARIOUS SOIL Cif PIONS.VEM Y T ACTUAL SOIL PRESSURES PRUOR TO EACH USE D 6.ANYMWF'ICATIONS ORALTERATCNS NOT ALLM'ED 1;N LESS APPROVED IN WRITING BY � I EFFICIENCY PRODUCTION, INC. 7.DErPTN CERnFICATION IS BASED C N SRORT TERM T I Q'XPOSLIRE WITH SXCAVAnO N OPEN A PEJ:;000 NOT j EXCEE04NO 24 NOURS. � COtMNUM ON REVERSE SIDE ! fi¢ ifolrjrr� CERTIFIED BY: .. � _ �_ . '•cry n,�9es _ A.LRtsRESFk+E I � � r... ,tvse� .':_� � bAAAA3F .L�F.`ON4R�C1g'FNEfapl..�.,�M1JC3U.SRl�TENfi(A�ERS; eq ; 040NUR :47 = 4,a&o.365-4.114.383-4.259,= NCLw CW OR M OFT-iC wU_QNOM CAf 3 4)LA t PAT KT KUNSEPs:1,0�68".oc2a,634 (J$ETHIS PROOUCTONLY IN ACCORIDANC E WTTHAPPUCASLE . G}jRe� �ti\ FEDERAL,STATE,OR LOCAL LAWS i Arry trx of a►ts product nan sDecfbcar on UrS t»4e ca�ootiapAe,or atfuctural failure r+esufting in death of aerkKm fury- -. in I i2PI'I1rcRch Shiekl8 1100mc, AJIRIA n 110l1Ra Md1{RUl(OHIAIYl11 CL LL 6 PCOQa01_c 48,000 � PgElr2�01A 6d,Da0 N Pq'EXWLC 72AM m STONE9AYER>s AiAlli1pL88Q>fE8 PQ'E?l460LC rofl,000 -� F) In &IAN4.48 44 2,700 Nv SS}I1 7Y0, 5.600 MAN4W W 4,M 8sti9 9 Yd. 6,$00 MAN4A10 41x10 IWO 861412 12 Yd. 7,400 1-AN%I SO 6.00 might b+p1k p Ikoiet Lb�, t}6Q9oll Hui. TRENCH SHIELt29 • MON CLEARWE MCH 10010,J3CC1W,44NN pAL368 6x8 1,230 t6 8iT>681'ECQ11C RN4' lRt'D Sf{OR1ifi0 WJ1t+9 PA13 88 w I'm 14 PAL-eta 8zt0 2.250 11 ttLb. lk 1 .410 PA U 012 -aM 9,6DO 9 Class PA1.94l18 AxIS 4,760 21 PA04.41 a 4 Ki 8 4,1 C9 30 CAM 5W inner 876 1 A00 P1i044 s !xt& 0,40 23 EXIN;R{Is"04 2A0o WuKh o PAD44618 k" S,B00 t6 EXKOMii W EM SAW u PF04- 0 4X20 4,M 13 mwlt190 $low Cr PM4,= bxM @,600 i9 i7'°� / / pm4Ttw,,wGlmCIE 11,000 � PRO400 8x8 JkM to �'°'�' 1�AtL 3 +0 5 p4+rar 8t� i PA06�424 4�1 16 40,°lox .. - M.074 OM i1,10 le �'•11a' I N i`R08b24 W4 8A0 24 S'K14AJ;1 ER E q ".624 Bi4 12M4 24 1io0�1 01+ 1er ACCE>S'tbIRE,4 � 57 PLFMPCAM 2160 - 2-ily ll� RELEA8�T1�! 10f30Cf _ 3.06' L PEWVAt KOOX 21000 3.7j8' r FMFOMM4'x8' wt0 4•ltW sw ws9M Btal Bell ' 3WI &116° m Wsl lea Ce1y W*ekty Moa11+Fj PAtL.1fmm 1.f°°4SP 6,i' 4090 6,00' 610 I w on 24.00 7200 BIt16 81W tRAO 30,00 IQaAO SN12 3,wo 1 Q 40 36 00 10i.40 m wo 8,434 20.00 60At} 180.00 �- 9OWUliWAtY LACK UFT SY8' N c NOW MID SURFACE AYALA" r LETTER OF TRANSMITTAL D. A. ZULUAGA CONSTRUCTION, INC. DATE:July 20, 1999 652 SW 143`d (206) 242-1240 TRANSMITTAL NO. 99-157-012 SEATTLE,WA 98166 (206) 242-9247 FAX City of Renton ATTN Allen Quynn 1055 South Grady Way CONTRACT NO. : CAG99-066 Renton, Washington 98055 PROJECT Shattuck Avenue COPIES DATE NO. DESCRIPTION 1 7/20/99 Traffic Control Plan ❑For Approval ❑Approved as Submitted ❑Resubmit copies for approval ❑As Requested ❑Approved as Noted ❑Submit copies for distribution ❑For review and comment ❑Returned for Correction ❑Return corrected prints REMARKS: Si d HJ U 61 '77 11 47 rK r'J 1 =H I I Ln GYJO Gcc O"i r Pr: In ornurtcon ,To Build On Englneedng • Consuffing ■ Testing August 3, 1999 712-9-148 CLIENT: Allen Quynn City of Renton TEL:425-430-7247 1055 South Grady Way FAX:425-430-7241 Renton,WA 98055 PROJECT: Shattuck Ave. So. Sionnline Replacement,Renton, WA CONTRACT FOR GENERAL SERVICES Uantat {MW 1 h S Q y DescrrT} b�b� err ces kri�el[�fn'it' ,I 1' st''1'bfit r�! Price .1 8 hr. Asphalt inspection $48.00/hr.. $384.00 8 Trips Trip Charge $40.00/trip $320.00 joA4hr. In-place Density Test $48.00/hr. $4;W"O ¢8" 2 test Proctor Test - Vwppcti wt $ 160.00/ea $ 320.00 5 hr, Report Review,Project Management,Final Letter Preparation $65.001hr. $325.00 1 ea. Rice Density $90.00/ea. $ 90.00 TOTAL �ti3;359:69 Signature of acceptance by an authorized person of the client will render this Contract for General Services and its General Conditions an agreement between Professional Service Industries,Tnc,and the client. All hourly rates for field work are portal to portal with a four hour minimum charge. To avoid services charges, all invoices must be paid within 30 days of delivery.Non-conformance reports will be followed up by project manager at applicable hourly rate. Inspection services will be provided by certified special inspectors in accordance with the 1997 (IJBC) Uniform Building Code, and city/county/project specification requirements. Charges for inspection and material testing services are in accordance with the attached fee schedule which is a part of our proposal document. Minimum previous day notification is required for all inspections. Scheduling hours are 7:30 am to 3:30 PM. Same day requests for inspections shall be considered a late call and are not guaranteed to be covered. Request for project final letter to the pertinent jurisdiction requires a 5-day prior notification and must be accompanied by full payment of . account. Sam Yaghmaie,P.E.,Manager,Construction Services Department Aueust3.1999 PST Emp yee Name and Title Date ontraet Appr ved By Title Date I Protesslonal Service Industries, Inc,•3257 16th Avenue,West•Seattle.WA 981 1 9-1 7 06•Phone 2061282.0666•Fax 206r282-0710 CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS gFIC CONTROL PLAN CONSTRUCTION COMPANY: 0.`'l Z APPL DATE. ADDRESS: S• ' PERIM t: � ,�/c .✓« < 4 ,:. � PRONE (: CONSTRUCTION SUPERRn"ENDENT: S'/-m MOB./CFZ OF: S. FAX �: (z.I&) Zvz-g z!-7 PROJECT LOCATION:�"4!�" 5.-- N/E I WORK TI : 8 c7:3 A ,n S=�9 O. M_ APPROVED BY: , �lu•J G YB TOM DATE- ! " APPROVAL DATE: NoTPS: 1) CALL 911 (usiNG LOCAL PHONE) OR (259) 852-2121 (USING CELL PHONE). FIRE k POLICE DEPARTILENT5 BEFORE ANY CLOSUR£- 2) CALL YETRO TSAN= CONT-ROL CENTi`R a&T (208) 'va4-2732 1T LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LKNE CLOSURL AND 30 ]MUTES BEFORE M ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBM7TED AT LEAST THREE (3) TORSING DAYS PRIOR TO TORK 4) AppROVED TRLMC CONTROL PLAN MUST BE AT WORK SITE DURING YORK HOURS. ColodENrS: All work one tr4a c. 1-1:nInfirbi shall hP in accocdancc� w�t1, Manual on Un4orm `T'ra4ic- Goni-rol ��v�ceS Mu L • .N�'N-'�1gy•!L gW 2 -4 WW-4'ri1 1\4 ua Y;' ; a� l 0qC gJMwx-r zD p t✓a r� K-Z S t 9T}i QT N 1• jW13 US& 26-1txH vklw a GoNE(�YR) i • ,a,vt aG-'IS W Zo-got J Q S. 2.3R9 ST. 1 hove been informed of my responsibilities for traffic control and oFnCE COPY T- agree to comply with all traffic regulations of the City of Renton. CONTRACTOR *ATM SIGNATURE: ��.t - DATE: -7 �? 9 9 s A, #1 1 a c\s'.nc vec..oa��vtitra,a�.. JUL-12-1999 11:35 FROM DA ZULUAGA CONST IU 4254,%Y241 H 4�4 1 i7�i.C� S�r9G�.✓ representing o.4. 2,• /��9� Co_s! agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street'closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200. through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: D.O.B.: 9— —SZd SS#: HOME ADDRESS: /1 9" 0 0 WORK ADDRESS: �S L S. w e-vs faA WORK pHONE., V e, 2—Y z HOME PHONE: COLOR EYES:9/-6/J WEIGHT: /S--D HEIGHT: �0 y COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: �d'ris;�a.:kraa�os.�sctce�rwoluar-coa�r�s NOTES END X 1. FIoodli hts shall be gg g 'Bono voRK o 9 provided to mark flo er stations gt ni ht. G20-2o 2. If entire work area is visible from one station, one flogger may be used, otherwise two floggers and signing will be required each direction. 3. Sign sequence is the same for both directions of travel. �O ti 4. See Buffer Data Table. Use of buffer vehicle is recommended, x° it may be a work vehicle. If buffer vehicle is used, minimum from end of toper to work area shall be total of "R" (roll ahead o distance) plus length of vehicle, plus "B" (buffer space). If buffer ^i o vehicle is not used, minimum distance shall be "B". Xe o 5. Steady burning warning lights (Type C, MUTCD) should be used to ee „\ / P� \, ,le mark channelizing devices of night as needed. 5 o 100� � ee 6. Either reverse cone toper or sign G20-2a may be used to show end h of work area. W20-7a BUFFER DATA e BE Buffer Space e o i PREPARED / TO Speed (MPH) 25 30 35 40 45 150155 11.0165 STOP W20-801 B (FT) = 55 85 120 170 220 280 335 415 485 IA'J .r (Optional) Buffer Vehicle Roll Ahead Distance ONE LANE 4 Yard Dump Truck Stationory Moving f i ROAD 24,000 LBS Operation Operation AHEAD / 8 (FT) = 100 175 W20-4 -I' Roll Ahead Stopping Distance Assumes CHANNELIZING 65 MPH Speed and Dry Pavement DEVICE SPACING (FT) MPH I Toper Tongent �— SIGN SPACING TABLE ROAD 50/65 40 80 Roadway Type I Speed K WORK 35/45 30 60 AHEAD IF O W L O O n L F y s and 1500'` 4,1 25/30 20 40 Expressways 55/65 MPH (or cs per W21-4 M'JTCO) �;J uUV�VV�� UU VULS Rural Roads 45/55 MPH 500'1 LEGEND Urban Arteriols 35/40 MPH 350 TRAFFIC CONTROL. PLAN Urban Streets 0 Do Chonnelizing Devices Residental 25/30 MPH 200't and Business (— Flogger Di5trict5 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA, WASHINGTON Typical application of traffic control devices on o two-lone highway where one lone is closed and flogging is provided. .In:crpor oleo Cnanyes 10 Chapter 6 Of MUTCD Ono resigned SJD APPROVED MONTH DAY, YEAR DATE REVISION BY I APPR'D STANDARD PLAN K—2 a ao t TYR SIGNS BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD ROAD CLOSED MCLOSE AHEAD CLOSED LoCkLTAAffIC01" ROAD 4e"x3o" WX30" e0'x :50" CLOSED 3LK.ON SILVER(REFL.1 ELK,ON SILVER(REFLI BLK.Ot( SILVER (REFL.) LOCAL TRAFFIC ROAD DETOUR ROAD ONLY CONSTRUCTIOt CLOSEQ AIIEAD AIIEAD AIIEAD TYPE III BARRICADE TYPE III BARRICADE ORANGE ON SILVER (REFU 48"X 48 48"X48" 48"X 40" BLK_ON ORANGE(REFLI BLK,ON ORANGE ELK.ON ORANGE �• •� (REFL.1 (REFL) 00 LAGGE FAIIEAD AIIEAD , 48"X24" 48"X24" 4 e"x 48" BLK.ON ORANGE BLK, Oti ORANGE BLK.ON ORANGE (REFLa (REFL.) TYPE I BARRICADE (REFLI QRANGE ON SILVER TYPE Il BARRICADE (REFL.1 ORANGE Ott SILVER (REFL3 =El(U0CTI()M DETOUR X X ROAD CONSTRUCTION IA.P.11. AHEAD 60�X24' 48'X le" ' BLK. ON ORANGE ELK ON ORANGE 240X24" (REFLI (REFL.1 BMW ORANGE. LOCAL, (REFL) MMarm 25 W TRAFFIC I.i.P.II DETOUR ONLY VERTICAL, PANEL PORTABLE WX18" 30 )(,39" ORANGE ON SILVER IB" TRAFFIC DELINEATOR BLK.ON ORANGE (REFL.1 DLK.Ott ORANGE CONE (RER1 (REFL.) ORANGE ORANGE D.A. ZULUAGA CONSTRUCTION, INC. June 28, 1999 99-157-007 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Stormline Replacement CAG-99-066 Temporary Erosion Control Dear Allen: Enclosed please find our"Red-Lined"Erosion Control Plan pertaining to the above captioned project. Please review and contact me with any questions you might have. Sincerely, Mike Skagen Project Manager Enclosure 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 • �-•7r RNT3'1 Cy:TP^,,;iwC BE4^ru.n..rca I:'.5a . �•: .. ( t cenvrs•a .o - ' �.;► .. " __ - __.- -- ..... Main roi • NCTE: �MTTx7P LOW.NTERVAL S C._rETQS. .. t i CAS OUT EtEVADONS yAVE BEEN CON'.Ea1E. TC rEET - - Existing Contour c t� . Water Wier f .CALL 48 -HOURS t` Spnitary so" se.� (Locationa� n.at•> 1 � 1 is ._E■-tslq Unitary Serer0 - I BEFORE YOU DIG �__ .. .... '- Yee-.Sta*S*nrol� !� J ( ''• s �• Es'-:111q utfuty Lines (.iaeh-atorneter) 1 �5 P 1-800.-424-555571gnt of may ea.lars �° I� � pav f� ♦ f ► • t I i ; Cant rlins of Right of Way !M .� 1 .•S,® I .E� I } .. ��'• ,...7.. - r" It: Rw storm Drain uwdw*e �_►p I s o QE f 1917 tj -iE.i'ik^r ^, ' Storm Drop Catch Basin •• _i != I. :OO!- San;tort'S~.Yonhds ' y - j I r C8 NV - NEW TYPE 1 � t r A _ y -----i - - Remove Existing '� 1 -lilt IT of 12' C?EP -- �� `�91 - _ to) I .5. !ae Nafs 1 --- gre __--.;.r - -_re_r... - �..'` :Aw•+E. Btt�l -�\ A:M. Liz, : • - -_.._- -``.- .-New CS et ---- _ ray-- � _---_-__-----_-----i_-__= t---- -� --- �--- 4 •.1 �....___-.=t_+.. ram, rtt- ter _ - -wasofs - __•�*.•--._._- -._— --•- 1'--._. - --'—ram. •-� I OD _ and Repllee Existing 72• Storm Pipe with Now ftl• Storm Pip* ro. r.. - ceTo.■ - -- "- - -•- - -- -_ - - - - ��`�,' '� Shattuck Ave South N _ a _ BShattuj ._ fr2SB6 ' 'B s1A NEW TYPE 1 1 omove Existing CB f $ f --- ----- i alrage frame and grate)'0, ? � • fQ i d Energy (PSE 0 r X - QRc55_-......_ I gs. - --�� - -2 i T - O cork .ithin w• of Y i FILTER FABRIC MATERIAL ''.s -. � -• . _ - � t � CH4 c°�+ OVERLAP AS R GRATE TO h nylon :trees e O'VERL,AP GRATE a:cowtion. ��• f! «'- -. '----� pp i# ' W as bedding EXIST ERNE S GRATE •, v i -..; � -•--__�.,_-- - 'M f. } EXIST PAVEMENT ] " .• I ION ALL r:yao 1 i = i ; • ; I ARUM r.. �� +SEs.'9tB .fir •' PLAN NEW - 1 -ram !TA 2.00 fTA t•00 , • • .. TYPE 7-Sl-STA ta1B.S:Y t-1 M 189 to rrn•n :.:-...:+.... _____ • � -1BY Ei lW.7J ST_. _—._ ...... 'LE ..14106 rT(KW Ir jWTIf) , .. .. fE U,7ca i, l ..Lc.tuas-or[AST) - ... i 11T+c09•T.N!E7+r MOM) -..:.�aeAoF aiac sTOlfi aeJfBi tai ' CATCH BASIN OR MANHOLE t' '' �:... Y GAS►aRA 1M 10.STOW V.1 W/FILTER FABRIC PROTECTION - - I7 - - {�' EIOSTtNO fs- t I I; - OCiTN APPM7t. _ - :- :.._.... _ .... 144 — - -- 6*SWTAXT DOE St 3613 :..: _ :. - . _ .' - — —. � i tr�SS PNUUIL OTOOPS>w> - .. RELEGATE i KCESSA1tt wVE z _ r Osto) J . - frf a INB Y►1p1 p�1BfG _110•C - TY e C1 s4•S I t1-E ue: - - - tBTlr Jea F�!7-- yAlp. ��Sr•Erd:Tv;,,,r.-,,;l+r.o BE`Y-u�ar. vC•. it e� _... .. - ( t eonMrt oro: r ' - 1 r : t --- Existing on our c w �•• watts Y1tI .• � MC!E: �n10.P_iK--Ex,L S-'_.E ERs � $alnilary Si" Sfrr (t.0aaaim � In0le) � `y, x dt,T EtEvAw is NAVE BEEN c�,44.= TC a. CALL -48 HOURS __: - .. -�F."u"IlwSarl torn Seer Pain 1(io ! 1 - __- _ _ r�i.J.q Wnf.r Yp�1 _y DI y Eastirq Stor,n�w BEFORE YOU .�------ Existing UtNty Lira (ridt,n.6ometer) v` 1 1-800-424-5555 -- ': L�_-atght of way eountry !S 'j 1 I `it ; --contemn.of"t of way f�; ! - '�' a Storm Drain Manhole * } 1 f� i rr__ n /� I 1 -• - __ _' -------- - +g(:9�T �1 +IF.1'9W, Ss� Storm Drop Catch Basin- `E r:x1- "�. a s; Sanitary Se or-Manhole fop f,8 e18 - NEW TYPE 1 r; ' -N*w n of 12• Cr7EP 4_A. -- I •�' ' .w Riemov* Exleview fJ8 -� Asr.. ----- ` _ (Selvage trams - ---1- - --it*��•B 81 ------��rtiotYr�� r /� _ ': _-.._ .-..-.i�a _._ r.. _� mat r'+w�.•...T } - raw_�Si..�_-T-Y. ...1�.--..�rta•.�'-"ry Ta.`_`ri Remove and Raplaca E:Isting 12' Storm Pipe wNtt Now 18• Storm Pipe - _ re. r� as Two I Shattuck Ave South �`N 4 �s �Shattw -------- --• __-- `-New 18' of 12• CAEP�•�• •—=�••• -::•::� _ i I Cnda2S00 i - - --------- --- -- - - •' - __ _ _ zz _ - - -- - 7 � '.3 — — --- _ ` 8 s1A NEW TYPE 1 - r *move EXISUnq CB f' alvaye frame and yraty ----- r .j ►s s a � t d Energy(PSE.O '1 r GRtis ; y - - f a cork rithin to' Of'. �- _.__..__......... ; •.5 -'�_�_', 1 i g� FILTER FABRIC MATERIAL ,r - _ i jS8 1 ; CHI $,4$ LENGTH AS RE0 TO -th nylon strops L• i t 1 1 a OVERLAP GRATE a:co.etan t7 j p as bedding. i f EXIST FRAME S GRATE J: I __ . -? ow 3 t EXIST PAVEMENT ION ALL j AROUND3*LAP PLAN v1EW - 1e-20' 0TA 1400 fTA M00 .. .. ... 1 ........ ........... .. ..EL CN TYPE 2-Se STA L.9a.S:z-V Urn E.i•oe to-,,i, ... ... . '. 4.1k'.06 FT(1Wt•le SOUM) .'... :. a u3Aa _ .. •`�•CL:olt2 tr MOtT14)_.' CKACC KaG STpifti-V 10CLI l 1 •— CATCH BASIN OR MANHOLE . .t,_. .: T..... :..: ..:.......:..: .................... ...:... �.: VV/FILTER FABRIC PROTECTION --- ___; i ' r cAs•MfsLL4_T9 s'°'°"",� _ _- _' .1� � scoe - .... :. :. — A?tkYa•V�TaWr Ir W PARAun oTO STM MAPPRO LW, ... i. ALMROL REL[tAtE P eECE.SSART N �' a s z �`. 14 . _..__..__.--------- - -.. 150 .....-. uEr a'1+ �s�o•toat• -�; r r •WE . n ab Gve• Fbm EL 14%YnT6r ERST kc - .:.... I leii El 492 MATp.09ST t(i - ... ..—M, CE 1Y w[1IQ .. .. 12'E i.5. g4 �•- TM 14a _ ,. !ra,p„EAYS rwc •sees -'`•or sErtlr:.,.Ts:-14 KIS^ AP1. mo•.F 69 �-. _._... water ( t eon.�10 oz ) ! - Existing contarr coca+ lset r.CTE- nTa{y,lE etTRVK 5'S-E ivy • - - .-.- •_ ___. -- •-.-t.• I!--f--Sanitary iftng SQVtfry S.�KLo Main eD 'what.) ! �{f� CALL OUT ELEVAno+S yAVE WEN COMADT= TO rEE' a. CALL 48 HOURS Yam, !{}} 1i(o ! ._ _ '-•- .._.. •- . :..�Existing S eater - y ' BEFORE YOU DI —Y.. SEKmweter a __" i•—E■istknq Ututy Linn (--dl—ter) 1-800-424-5555.- __ _._.--- i!=--a�,t of lacy Bow r • • r I i i —ContKtns of Right of way L ) - - ' }. " it• ,iw Storm Drain manhole __ _►. so -SE r 191T - 1 -sE.i'wy ^+ Stone don catch 8asi1 r ? a 5� Sanitary Sever.Manhole e ! ve.. 1 1 C8 00 - NEW TYPE , ^ i n of 12• CrT�lP A9w1 - � 4!yi -' - Remove Existing r-Nary -- `i iI 0.0 t 1 --=1 - - (savage trawta and grab) F- - - $PAYE. QaaaR -�' I As• . : = r 1 -New C8 e1 � fuss__. rs. - .. _... _ --- - _..."_._ % •-_-_ -----------was- SO- 00--_ --��•b••--+�?__. _ _ _ —__�` _ eilC reeve_�lei �'•-f� !e.`�-rr v+n.�aw�ta■__---__- - - - --�- - - - _ ��. - Remove and Replace Existing 12' storm Pipe with Now 18' Storm Pipe l'� I f� a*t�■ Cam am1 1+00' a�nwa _ r _r- AAWF l.1_a-!S - -°-- Shattuck Ave South x v a i Shattw ------ �_:---- ---_.. of 12' CPEP- �.�. ....-- r:.:� = - -- - - Y ;- CAMS2sos ---New 16' _ -�-.. B :-;:; 7-7 ■,A P" TYPE 1 ` 3 - 1amovo Existing CB alvaga frame and gratel l i ---•------ r 4*010 n 1 ,F d Energy(PSE O -- o .ork .ithi. W' of i -9 FILTER FABRIC MATERIAL ° ' r t ! CHE LENGTH AS R GRATE TO ith nylon straps. •�. '_ - �`. t - e OVERLAP GRATE eacawt;on. �� f! E)aST FRAME S GRATE _ .., r7 _ --- _ - $ , a 3 E)CIST PAVEMENT ] " 40 3•LAp - i a 'n I YIN ALL +- 1 j ARGUND it 1 _ - �.�'- L_ .rSE.e•91s __...,L�-.` • — "- P+UW VIE1N - 1'-20' TrA 3400 RA 1 - �...-..: ....... F _ -: EA Ca TYPE 2-5C STA H9&5: 9*LUT E.i■ti- 1e remain .. . ..-.. . i (NEW tr Soutnn) 1L.t43.06(1Y EAST) _. .;.: - .;--••EL�+43 ILZ[,ME'f+r l OM) eaAt>L'Aiac'srolri Vusi'uir ' iv _ _ i .......... - CATCH BASIN OR MANHOLE '1 ... ...:•: _ . W/FILTER FABRIC PROTECTION f}� r rd App Aun sToet .. .' • csstws ls- vi. 1�- . obn Arreoa :•-�. � :. :. .... NfS :....._. _: fl' "..;'.. _ 144 ��_�s �45-a _._..__ _. _ _- _rs._ - -- - STORM! LATE sA,nar-af>E stnne LsTaaar $►AaA,•„ la slow IPrE APPeaX aELL 1r r4tflw> OEP 150 . NEW q -� r r III -,PE P / .A :♦ ♦ '. pry .. .aY EL 1e1.9a mWtt91 Bona...-.. .._ ..E 12 .5... 1 wt1♦1 li9a 11ATD,90SING �-3^�..�r5 12•w elef .. .. .. •E 1 H a MC_,7• 140 ,aa I .rY _ _ (W_ �n,..0 ar Centew towa•t conwl " :o'set) vca r eo i �-: ._ _ _-. 1� a- Meter Water •��ww -^� WVE: :'S+1Q.'I:aC AZE VAL•5 rE-MS �i• - - _ ... - - f I��-[netil4$emary S~� eOWOaYnOfe� i(/) 1 x OUT flf"A„ors..�eEFx C�.E. r CALL 48 HOURS ---= c t — to s iVOL BEFORE YOU DIGCUM"Utility Lbws. .. .. .? I_. 1-800.-424-5555 = I� _: _ ' i-_� `' "°""`. Ij ' DaV`5 - storm Dram _ e,+ i ;• r v + • I ; r- Cant«w»et li/�t Of won - S i 1 f ,® I } - r�I• .L. - r� I:: C StanA yreto tNMala _ * I R :✓� ..I. -- V ---- reff 1917 _ a ' +![.1'a09 '� -Sonic Seeer.MaMlda i GAPAGE tA so- 1 CB e16 - NEW TYPE 1 ri !--Nan IT of 1r CPEP 4°.�i _ i •� I t ' _ a„E_ eoranee - Remove Existing C6—� I •� 1_ i 7<� f• i ; I (Seltrage frame and grate) _ ' s•, 5: sea Nine ra—�- e j r•► I r_r..- «.-___._.-..:.:-r.s_ .+••••r�3•_._._. Ti �-try - - -YYaM —Z-0. i.`._IJ.._. Tr L_•ro. re.•�—re. user ea�iewe� - _ _ Replace tiny 12• Storm P%w with Now 181 Storm Pipe- �"�-•---•�_ Remove and R ue Existing ro. re. a*w.r Cab f7Q11 1 TW S BE Qr,p r _ - - - - =• - - :"""""` _:_ a �r� _ Shattuck Ave South �` a _ 'Shattu ----------- -- — _ \--Naw 16' of 12' CPEP_ = C..as�9os. :B e1A NEW TYPE 1 — 3 ------- ennove, Existing CB aivoge trams and grata) tin V - d En"y(PSE O o work wiNin t6. of FILTER FABRIC MATERIAL i t ; CHI :$ LEM6TH AS REOb TO IN n�1on strops t{' .i , a OVERLAP GRATE execva on. a r7 _ _ ! EXIST FRAME O GRATE V Vim ow A as`oeddi g M f— B e EXIST PAVEMENT I Y LAP i J rr 0 ~` , I AR ALL see+91a ! s, r FLAN VIEW — 1e-2Gr tTA 2-00 STA U00 . ......_.. ............. .......... ... ...... ::::4'7. 7 fx Ce TYK 2-W ST.H9a.S:T Urt[ 1e ranee :..:...:?:........ :(kEw 1Y sounr) 'Y--lobe(1YLST).. _ .... -'-.--„��•�•++aa�r�v+r wad �•—uuae'tiae-stawi neaa('w .A—E. ,a CATCH BASIN OR MANHOLE .: .. .. .: VV FILTER FABRIC PROTECTION Hrs ... .. :..... .:. . 1_ . . .. ... . . .. ... . .. :. .. -= -=-- �«a - - - -- - - -- -.- - --- - - --- -- -wc et-o.rs f` , . *&VW�fu LVMincasw,t ra, ° s' , or TO STorm UNE — _ _ _ �°'°Q$'eiG a,,fq '•SZAF --._-.__-_.____._-.. . . .. MEa O)TA�YK t'ee.['r aeQ,M Qed f - ef' A—f .. .. .. .aY 6 tefa ftU El 1.92/11,RT,r7U$TMC .. .�. T1 a It sled 12 E �-,•x•ENTzv Cs:r:..:L�w eEv_-u.�.vcw n�so �-• _._ .. - - - ..'a-- water Meter ur Ceo•out e w to ,eel »cn =nTC�s:i+E,-E:V.L�-:•.E�S CALL 48 HOURS _ . _ _... Sanitary.Sire ry S (Location aoere=++wt.) 1. rx auT EtEVATIO+S-AVE KEN CONVERT=. To rrE+ � . � r i'-�-Existing SanRary S•�•r Van , _ O ! '•- -L-atwq tor.... j BEFORE YOU DIG .eter�e _? I' 1-800.-424-5555 —= - -- - � `:` ��'e�� psi A i ? ,® I; Rd Storm Drain manhole _►' i 1 r.�r r. rSemi- -SE -!f 1917 -iE.,•w�f ",^, _Storm Drain Catch i ? A:ocs �.Y _ _ .- - !! - 5•; Sanitary Se.a_MoMdt so- s s ! C9 r>MA NEW TYPE 1 ) Naw tt• of 12' CAEP Ats.,. A — 1 ---- ` -- Aewwva Exleand gr CS—� I - 51- a t ^► 1 ! i (tattr�� frda» and i See Nor.ea—"' e a ,.� • _._... _.__._.- — :—Now Ce •1 =EwfyiY•�� --- ^' 4 r•. 'ram // _ eD - _— —_' •--may--._. - ��'- - .ear—.rep_—le. _._ - 1D-+.�•ap _.se.. ram•.—._. rr. '•r.. r�.�.rr. - -- - - - - '�-- R�nto�• snd Replace Existing 12• Storm Plpe with Now 7tl• storm Plp• r� ,f- 7- - prima Ceio t17M1 1+00- - `-C a an..e ..�=t - L-��s- - -�—=-==-: _ Shattuck Ave South az eShattui ----------- -----____-- ---- -- - -- - -_ --- 7 S °--- --. `-Now 10' of 12• CAEP -` _ _ Aft I • _...� _i - -15=3 -- 2.�. --- --- Cad ......• B :1A NEW TYPE t --- e,move, Exiattny ce f t y ----- alvaya tramp and,irateit�. ? � :,, fg i i �. ''� � t Asa• t � � d Energy(PSE O 2. GFc.sS o work with n to' ai FILTER FAWC MATERNAL %'y _ i i t 1 CHE f LENGTH AS KA TO ith nylon stroCa - e OVERLAP GRATE excavation- as Deaa'a+g EXIST FRAME a GRATE -_ t EXIST PAVEMENT , +` i• 1 :e f `' ` �� i e • s I 18 AROUND N ALL r ,. I..j • 'f ' Moab PLAN VIEW - 1'-2W STr<� STA«� _ _.:..... ........ ... : '. '•� •- I. - • 1 ,• _ .. EX t7 TVPE 1-S<'STA T 961_S IETT�E>;rNea to remain - ac r.tos FT(mv,r saunt) K UJ:06 V -�. ,f_x4a c et or EAST) .•.':: ' ......-. -.. :: ...�-:—"rE•+inod�-r rE.,r No.ntl "-few�o[:.rae'ztar aan.i'u� iv CATCH BASIN OR MANHOLE ', W/FILTER FABRIC PROTECTION • - _ - ' r aAs.aaaa roses _ '�,. �ta,o+s- t. ,{ otYtn ANe01l .......... NTS _ ... .. ... ... .'.. . _ . ....... .... .........._. ...... _ . 144 _ _ _-. _13- - _. - -- - ---- - ^AE e� ` - _. ... - ar aaw.R 'sex steal /r4rch�s ,a.a�a 5. a'sa�ARAUZL OroErST1�MPRUWE . r.awMM egccATE r,cczssAar i �MAR 2� ... 14j ........ -- — - 150 .. .. _ _'•,^� t a... Ce: - ..t•. ' ... ,e-vpE ^•4ET neaina GeNi - _. .. .eY 8 1.9e YAa1 t "... _ ..... , MM EL,.9t•YATO,c `nNG _ .. .• . �� 17 ti S!1$ - - I \_ 12'E t45* wtl,� _S`f3t5`` =- JUN-21-1999 12:44 FROM DA ZULUAGA CONST TO 4254307241 P.02 SPECIAL MEETING BOARD OF DIRECTORS DA. ZULUAGA CONSTRUCTION, INC. The Board of Directors of D.A. Zuluaga Construction, Inc., has called this special meeting this date for the purpose of amending Article V1, Section 1 of the corporate by-laws. RESOLVED that with the resignation of Nancy A. Zuluaga as Director and Secretary of this corporation this date, the Board of Directors hereby approves the singular signature of the President on all contracts and subcontracts which are awarded to D.A. Zuluaga Construction, Inc. DATED this 28tb day of April, 1984. DAVID A. ZULUAGA (date) Director and Shareholder TOTAL P.02 JUN-21-1999 12:44 FROM DA ZULUAGA CONST TO 4254307241 P.01 D.A. Zuluaga Construction,Inc. IShone:206-242-1240 Fax: 206-242-9247 fksiTl e tramnm ttal To: ffA JFax: From: Date: Re: CC: ❑Urgent ❑ For Review ❑ Please Commortt ❑ Pieose Reply ❑ N ase Regde (06 a- 'a n Y' ` yy { x P ° • . . . . . • • • . • • • • • CITY OF RENTON ;,,LL1� Planning/Building/Public Works Department l N7 Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator SURFACE WATER UTILITY CONSTRUCTION NOTICE Shattuck Avenue South Storm System Replacement Project June 16, 1999 Dear Resident / Property Owner: The City of Renton Surface Water Utility will be replacing the existing stormwater pipe and manholes on the west side of Shattuck Ave South between the intersection of South 19th Street and 320 feet south (see map on reverse side). The project is being done to replace existing pipes that have corroded and are failing. New 18-inch diameter pipe and manholes will be installed. The project is being funded by the City of Renton Surface Water Utility. Construction is expected to BEGIN in early July 1999 and is scheduled to be complete within 3-4 weeks. The contractor, D.A. Zuluaga Construction, will notify you if construction activities will impact your property. Driveways may be temporarily blocked during working hours but access will be restored by the end of each working day. You will receive notification if construction will disrupt any utility service. Any temporary interruption in utility service will be restored as soon as possible. The Surface Water Utility and the contractor will work at keeping you informed of new developments and appreciate your cooperation in this matter. Please notify the Surface Water Utility if you have any concerns during construction. If you have any questions or concerns please call Mike Dotson at 425-430-7392 or Allen Quynn at 425-430-7247. Thank you. H:ADIVISIONS\UTILITIE.S',DOCS\1999\CURRENT\99-453MM.DOC/MDD\tb 1055 South Grady Way - Renton, Washington 98055 sLEG= E.i-g :"" t•r-.1--n.t I• I � - e•.v a,•a..aan....•L.,P.rux rrar.Leo I 'Y` ..... .. t .I t. � I sMr r va•5•..r(E«alar.os.•.Mwe) -•} x a,Llr,.wa Nd<�K. , . CALC 48 HOURS 9 1 i ... I L N+t Slam.r<a Pp N BEFORE.YOU DIG v 1 N Stam.PtMPp = d N I :I :.r-E.LIMq utsny LMa l.am-aam.IM) �` -i 1 Riglal of ray a«•ar A 3 — 1 1-800-424-5555 � •,rtgn,.I rror 1�. fA ert I •�.� „1. 1 r 1', 5tartn Dron umna. tl' rt '<C I. q stor„I D..M wlol,e•,M S II t (D jIj_ Co -NEW T7PE 1 L7w 1f of 1T CWEP -_-�74$ - __ I (5 i°-\ Ir t_ r ..- Y �'- --- -- - ------1� _ - - --- cs.17 I 55 I ACWCt-Exl•Wp 1Y Storm^bC MIN Now 18'tt-I PIP- ' =. < 2 7 rla faaN, 1a00 Shattuck Ave South Y �` - o - --- -- _: N. p w n CPEP r -e =�---: - - R 'Shattuck -- ---- -- .. _ _._,_� rn ../ / \..... . ...- T - r- -tea: ---_ c 49.2 s Ave South agTES: \, CB.1A NEW.T7PE-t Eal•tlraq CB f. - oY 3 1.AN Tap•3 W.5-1 ww Sul.LMrp IJO•. (s.(-,.fr•m..na grC14S'ar (I S- e f 1 5 12 T5P•I Ce ProN••-A-i PM LMw. 1, / 5... •f.n i Gy,Z I 1 N Ce trolN$na h S•t'01! 1 A.- .. O O Mfa.nt(I—I L - r E.r I.ilal4 MNtt TIP• m T La:.14 L•.P.MI 9 Cal to altll ale P-t Seats E^ y(PM, ...... _ - ._.. ... _ M a1a.Lne•.ArN T o E-yy atrN. (z06) -Lase)b nart odor to.as.rmM W f ?, a w 5 1 ss 1n.zo Do.N.M. HECKED FOR..COl1PR10AHCE E-I y�T/�`I J C: A59NKT RESTpIATIdL'UN TprM,hoar?atal(GIY D•tor P `'Z .,. _ X I ,, TO CITY STANDARDS V�+ IID]U)EM A•N•N.. / 10 x-Dm Its'lo!•wDP.na!w n on rUo6•. •/1y �- I - _ -...� - •<ak al 10'Mt•rra•.MMq V•rrar•.<aw11T. .SI �: e ualtN...YlrrYnan l2 Maa VMlaa s.PM.rtrrN 1 .. Codra:ter•nN C•a4• •vr• e.a4ro f3 Frar w•tw No�ArW stam.6lw Pp raM•1M•il• - /��_ , H� .7 I. ate eoto-.seo.arN l0rra" y•MD>.tl•n I.4•Na Ir r -:t (a f i , pate 1 areAw every / I YI $ r.aiMM.,m a Ma.>aarla..PM•I�•r-.1wLywNr ce'. aa4 qa� t -i rncf - r�`7.. RECOMMENDED 5 .... ._.._,...... -) T.. (( FOR APPROVAL S Cwvoctw awl..a>•'•n IawsrnPMq.alas«Gq. / " . l r I .#4 me 'a ... _.-..____- I ! 7 By y PLAN NEW-1 20'RA Ioo _ __ _ _ _ STA 1rA sr« RA am WA 1reP RA f.Pe r� - _. ir-n ac+r.t aJ s NaP x c elN a oae tartlet -_. _....Iry[wµi.N..•_,_ .... - I'll —AA. III r' `rr-w«a�L`r.o.,an l autc kat s*au nwr uc :� .. HJ rS ir- - - «.M M.IT, 4 1,I � I f ,.'. � to J[Mt l• - - I, 1 o,oJ rttsnt I 'IaI I ,;r 3 -.. .. �--slt..-..•�tn I MP,��Z,.,,`� r ss..la.aaa ro seta� e•sw*aAr Ja#J•al � I1 - c•s - mn,...•ov.�� ..nwc.u«.a r.catta.. ; 142 150 �r$nNc.n.ae.�.La 1�- me a i,nn-'' l1°LMc I ..sN.n ro srorlr . Y aC tIN,d OVJ,rIq I Iut ... ht JM!Lr -•1YP I e140 r a' STCT U-fTInII1 i 140 .14 r•vi¢ "t,Nt M`4aSj b� J� • 1. xr o. s +wl r • ,.r." UTILITY NOTE: - _ _-I } 1JE 14E '� yarE OONTRAI:Iq 91K1 EE:aC3PW991L ruR salsrEro 1nC 13e . S -ut LOG110N.1)saAa90N.AIO OEPM Or ALL OQSDNG U14f1E5 �+ - MTaII 11E PRO.ECT,RhEmOt swlw aN Taf3 P1.AN5'a NOT, ��,OMna'•C1,�S/"/17 r EIIIIJJ ' M MMOaMO..11f UICJRES ANp g.RVE1riC ME HOlexdrTK I,v a ov A1O Luncx tttAnaN,NtfOR rocaNSTRlxnan.lalE IrnuRs . 1J0 /44 -. _ 9101N,ON 111EY PLANS ARF 11ASED{IPVra n4E UM�fltlE1ED r'�-."�1f •i.at Ri1KNAia01,ANO ARE AAI.ECT.TO VARIAnOH. F -. _ I• 1n OOId11C/S SNOUD OCC1.R 1NE CGNIRACIOR 91A11 CONMi Mnl 11 O PROCEED[MGWEEJt TD TI,,Cr . PROSlE114- �+«•Jar l.a s.... weea ro PRDCEETANc MTN IX?VSrlNacna. SCALE: HORL 1'-20' SHATTUCK AVE SOUTH Q vERT 1'-2' STORM SYSTEM PROJECT SURFACE WATER UTILITY CONSTRUCTION NOTICE Shattuck Avenue South Storm System Replacement Project June 16, 1999 Dear Resident/ Property Owner: The City of Renton Surface Water Utility will be replacing the existing stormwater pipe and manholes on the west side of Shattuck Ave South between the intersection of South 19`h Street and 320 feet south (see map on reverse side). The project is being done to replace existing pipes that have corroded and are failing. New 18-inch diameter pipe and manholes will be installed. The project is being funded by the City of Renton Surface Water Utility. Construction is expected to BEGIN in early July 1999 and is scheduled to be complete within 3-4 weeks. The contractor, D.A. Zuluaga Construction, will notify you if construction activities will impact your property. Driveways may be temporarily blocked during working hours but access will be restored by the end of each working day. You will receive notification if construction will disrupt any utility service. Any temporary interruption in utility service will be restored as soon as possible. The Surface Water Utility and the contractor will work at keeping you informed of new developments and appreciate your cooperation in this matter. Please notify the Surface Water Utility if you have any concerns during construction. If you have any questions or concerns please call Mike Dotson at 425-430-7392 or Allen Quynn at 425-430-7247. Thank you. H ADIVISION.S\UTILITIE.S\DOCS\1999\CURRENT\99-453MM.DOC/mdd a D.A. ZULUAGA CONSTRUCTION, INC. JUL I i9g9 C17Y Q July 12, 1999 99-157-010 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Stormline Replacement CAG-99-066 Revised Traffic Control Plan Dear Allen: Enclosed please find a revised"Traffic Control Plan" for the above captioned project. Sincerely, Mike Skagen Project Manager Enclosure PAX 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY L H / "�= C o•.S� i'. C APPL DATE: ADDRESS: to S Z PERMIT 1: o,.,_,�i, .-�/{" < a�� :.. PHONE /: (_oA Zyz_-iLvJ CONSTRUCTION SUPERINTENDENT: MOB./CEL J: (ZD�,) 4 v-)- 8 �v PROJECT LOCATION:_J;.. 4,1. S. N/E& OF: S. /G S'� FAX 9 Z WORK TIME: B' F APPROVED BY: WORK DATE: APPROVAL DATE: NOTES: 1) CALL 811 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE), FIRE k POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (208) 884-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT IEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. COMMENTS: ..,��`�t.-•slK,s�� .�o a a l C ..s�,-,<<,_�5;,--, floc<<1 /4( C` eg/,$KETCH AC-Z O C< 3 s NORTH I/ Lt/dL� pus S. z32' Sr I have been informed of my responsibilities for traffic control andETRACC OFFICET- l agree to comply with all traffic regulations of the City of Renton. Nau wAM SIGNATURE: DATE: C1iuCK ot1FFY Ic STA. /t t c\TRAFM a rouno.s\io-cn.n,n �1 I, 1271 t-e SIr9G�-� representing O•/�. Zk l�k ti <o s1_ agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or streef,ciosures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: } D.O.B.: 9—Y—SZo SS#: HOME ADDRESS: 0 WORK ADDRESS: WORK PHONE: G�� Z`►'Z —i z Y c7 HOME PHONE: L�3 b'b 3—o g ss COLOR EYES:9/-6,J WEIGHT: /sue HEIGHT: -5-�� COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: ,!5"(__ v e.%-' a:4iivuioa.3::rasa+�or.:s:lo�eatio\tnf{onlfinea M �y� � a sw POWELL AV SW = _`` 700 �, ? n„i 2Eb - `" �,' RG _ R OWID AV SW "170o p �14 1` LA I _ `J SENECA AY SW � 'SENECA cr ` �- '4 j g V `'' AV SW b Z fru`A I s AV SW i L ND SW. .. . . p z , Ms V S6 ----- Ilk12700 N v900 j 700 1 f �� ,�y le - I L I Np- .'� s Sy [T/ L I ND n l ry Ir I N MOLE = AY S ! �o T, \�/ -i p F' �I ..1 W .� ..� O C 1 c -+ zi If AV �I -.ti-4`c^v2l VALLEY RD S ��NARDII I �`r '1 5 ark k s,� r AV SW �j Nk u 14, 0 a � _ � _L.VCE_AV- LAKE; AV n _ /ly3�, br i p ,N ; ft SHATTUCK AV S -TALfi(1 T"C•.EST Iw Lo S 1 sl"�� -�.c — 400 S �_ Q4 1� is nd - --...m._ ._ -Will T?f - `AV S 41 � w er � O> � l� 23�j 1 e ' - -- SNdTTIJCK AV $5 �' ,� i �y, z Z g �, : L�6 ld 1 al s,,f� 1 1500 `tnlwcr Z MORRIS cn `fi =AY $ o S N MORRIS AV S AV S O.�- -' SMI ERS AV S z CT r�l(e�r �+ �t= LOG 1 3 I' A = - AN AVI SMITHERS A � RD �-� ►� 1�, V' SE1ITIiERS ^� ( z - cn S 1 S -� aC, AV 5 m So l BU C� ETT —� AV a� WILLINIS'= � lSp AV `a WILLIAMS AV _T S WELLS �AV\? �a /�-- i MAIN 5 C r J D W �x J -\ `� AV �` • �� ELL cI S �c��b S'' tJOSN39 �g S -�_-- Vti i��J r— i r Cf�4y ' E N LL AY S Zz \�h tiS c� �C al IIILL�v v+ c� 100�� nv ' CE04R �AV S I� �y r PARK f RE �� )nf! .•AV SE �')s o _ �o�nGE . NTON AV S > y `�I� - � S " �C $ -q o" GRANT `^ AV S 0 300 3g "' 81 -GARDEN /,,, J: � 1 - ✓ ~�� G 0011 �IHIGH AV = S �� MEADOW RANT q �'_ 700 FACTORY C 1800 S JONNESS AV S rri S, { ) �� C 1�S3NUC JONES Ire Ft NOC rF DR 'b` ,..4WD C[IIN�}m( ClSr NOTES END x 1. Floodlights shall be flogger g ROAD WORK o g provided to mark fla er stations at night. G20-2c h� 2. If entire work area is visible from one station, one flogger may t be used, otherwise two floggers and signing will be required each direction. 3. Sign sequence is the same for both directions of travel. 4. See Buffer Data Table. Use of buffer vehicle is recommended, x° it may be a work vehicle. If buffer vehicle is used, minimum h� from end of toper to work area shall be total of "R" (roll ahead u distance) plus length of ve:-iicle, plus "B" (buffer space). If buffer h o vehicle is not used, minimum distance sholl be "B". xe o 5. Steady burning warning lights (Type C. MUTCD) should be used to ee �o x e mark channelizing devices at night as needed. Ko ee 6. Either reverse cone toper or sign G20-2a may be usedto show end C.;, of work area. W20-7a BUFFER DATA BE Buffer Space PREPARED / TO Speed (MPH) 25 30 35 1 40 1 45 1 50 55 60 65 W20-801 STOP B (FT) = 55 85 120 i70 220 280 335 415 485 (optional) Buffer Vehicle Roll Ahead Distance ONE LANE 4 Yard Dump Truck Stationary Moving x ROAD 24,000 LBS Operation Operation \ ANEAD y W20-4 4- Roll Ahead Stopping Distance Assumes CHANNELIZINC 65 MPH Speed and Dry Pavement DEVICE SPACING (FT) MPH I Taper Tongent —� SIGN SPACING TABLE ROAD 50/65 40 80 WORK Roadway Type Speed X 35/45 30 60 it y. 1500'_ AHEAD 25/30 I 20 40 Expresswoysd 55/65 MPH (or cs per t!- W LSM A IS Rural Roads 45/55 MPH 500mUTCD) 40 W21-4 Q��M� l! fl(ICC2 Urban Arteriols 35/40 MPH 350'± LS I�1VV 1! V e�J LS LEGEND Urban Streets TRAFFIC CONTROL PLAN 0 0 o Channelizing Devices Residental and Business 25/30 MPH 200'± r' Flogger Districts WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA, WASHINGTON Typical application of traffic control devices on I a two-lone highway where one lane is closed and flagging is provided. APPROVED MONTH DAY, YEAR ' .1 Weer poroteo chonyes to Chapter 6 Of MUTCD and res7eneo SJO �/ DATE REVISION BY APPR'D STANDARD PLAN K-2 s CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS -NORTH _ �� G ❑ ui ❑ rn < a 19TH ST. D O 0 O ❑ 0 o � ED a C= a � a oD a103 0 0 APPROVED BY: DATE: 07/01/99 TOM TRACK #4134 SHEET: 1.0 �w F-r.€x in ~ Existing x M af Contour _rM 9 (icna IIo ut converted to feet) R N AeO Water te N , F Sanitary aPProximafe) -Exst Stye i ;CAL_ourErErn'tONS HAVE SEEN ONVcRTD TO FEET CALL 48 HOURS �C ..,. .. _ - .. _ - w:'Lj Existln Stormwater Pie s i BEFORE YOU DIG ' Ii��New Stonnwater Pipe p e S 3 I N —Existing Utility Lines (width=diameter) ? q -_ F-.. _ _ y o .,ALE , 1-800-424-5555 - y a��s F* II � �' - � I Y......._._ t I, Right of Way Boundry ;- ! +---Centerline of Right of Way ' W ►Sian ��. ,I f ll,.. -. .... I �^-,. Storm Drain Manhole 1 s 0 -__.4 20C3 _. - ! HSE-4 rw ,I HSE-d 1909 Storm Drain Catch Basin , , �7 0-0 Sanitdry-Sawer...Manhole .;. E a. ARAGE .._. _. _ I�: ! r HSE.y t F f� O Z t\ rt CB •1B NEW TYPE 1 -t�ew 11 of 12 CaEP 49PH w N _ I .. Remove Existing CIB .! --- --- , - --- yi! '4 Lj (Salvage frame and grate)' I1.17 I see New NB vR.` --r'� i v - �. ._.... —._---_—_•__—__--.__ __/_— �iy rr..... _ ...,__. _.. �� sEM6l .— � .4SPH. - - ., � '� �� Q g _ \ 8 Y GRASS W C"I e _.-_. ..... .. r CB e1 Erirce?yo.n - --.-.--.--.-.-.. - -_:1$I b .. - - ___.._.' �_ `Y I �.\•. �. .. ..._..: ,:o --ror —ray - _. �.�_ -----_---�-- _ i ._.: .._-._..._.: _ ray U 9D 9D 9D:+mw..ao�.�..r JD " __ . i � ---_--_----- ..._..._ :. raw ...,.tca...----zo- .---rc..-.— / � -�w� -�— sD+r.m..�. r ....., C �— .., .ra a.... -.��ro.--ra.i.-_rlaa `aew`r"' ..... --- Q Z_ Q+ `�ManCard{2811 ---r-- - _ -4= � --•_� _ Remove and Replace Existing 12' torm P e with Novr 1roll,' Storm Pipe r — roll, -r� ORTw.n REMOVE IX.CB'TyW it- <-..a...�.v.....-....._...e......_ —__ - .. r FJ9a--�-.--.,...._,. _.... .. ..... - 9 l- -- ---- _---------. _New 1S' of 12' CPEP r.r --- - _ _ _h ; s ShattuckAve South ..Shattuck �� t� _ Mica ease _i t :4 --,-- -- -- --9 so NOTES: CB .to NEW TYPE 1 MM OxE9 - - - --- -�t.. All Type 2 CB's Shall Have Solid Locking Lids. ' Remove Existing CB e - - -- ---(Salvage frame and grate)�j ) f f _ - 2. Type 1 CB Profiles Are Along Pipe Lines. I -- _ �, P$ B 1 �Z m•E 13. All CB Grates 5fia11-Be-..Set/0.1 Feet:Below - _ - - Adjacent Ground Level. %. a .. S.. ASP' - 4 a Q 3� t N 9. Contr for shall call Puget Sound Energy P ' - GRA>S - [� 4. Field Adjust Type 1 CB's`To Locate At Low Points, a¢ 9 gy( SE ® (J ! - }+ (206) 90 1858) 48 hours prior to Work Within to of '+' - --- - -- - J - -,-_,.___ RnSS -Z i In Flow Lines, And To Clear Exist{rig Utilities. A/ - "'- .__, F the 20"(Gas Main. . . r�W a.c 15. ASPHALT RESTORATION-Use Typical Trench Patch (City Detail - as-, <' �? 10. 271 Gas line to be supported with nylon straps ,i -. FOR..COfitPLIANCE $° kH032AM For All Are , staked at 10' Intervals, duin trench excavation. roE � 6. aintcu Minimum 1,2 Inch Ver6col Separation-Between Contractor shall provide t' of sand as bedding, ri� CH TO CI °qa Contractor shall identi!y on ,separation less than 12" - N�+i4RQ.S- �E 12 Inch Water idam And Stormwhter Pipe Where Passible. � --:._ ' y y,' . — at for review by Gty. - r ! ._Ls:9ce 4 z ,.1 �OtBS ` j I ,� 1 r � � Date aCj 7. MiniMum 6 Inch horizontal separation between C.'B.'s and"Gap Line. HoE.A 1940 - I: -RECOMMENDED_ S Contractor shall restore all landscaping surfacing, I •i f ' \ it and structures disturbed by construction. HSE 0 918 _ .�_ ---- --------------- — ? I y BYORAPPRO A I f — STA 0-20 STA 1+00 STA 4+00 PLAN VIEW 1r=20'STA 3400 STA 04.00 STA SHOO II 150 .. - NEw C63T �SY�-LOCKING UD -: IX.CB TYPE48"-REMOVE TYPE 2 s4"$TA:f+98 s 6'LEFT Existing to fwnain Q y A 14 _T8' RDA EL 14S.83FFT(NEW 18"SOUTH)..: ...... ::. _..:_ _. ... ._..._. 88 RIM EL 149.76 - TRIM ECG-149'e6 ... ... .. .. IS'S AND NEW 18 N IE 143.11 `is'S.AND N IE 143,,06 - ..._ .i.... _:_.. 1Z.W IE tl4,97: :.:.. !12"E'..IE 143.02 ..i ... LE,>a.143.08(12'.EAST), 12'E IE-144.96. 1 I t2-W IE 144.5 1 ..... ... ...-. ..IFy 44;:08FT.NEW Is-NORTH):........- GRADt:ALONG STORM TRUNK IRE,:.:.-.-. ,.... ....... .......... .... ... .--.__. . . .._._ __ __ ....._ ..__.._ _._•.._. _:..:...:! -........_..... .. :.. ...:..:_:...: . .:..:.. .. .. :..:_.: :-:_: A 4+63(15 LEFT 1'48 -:.. W TER:SERVICE ! I } ... ... ... .... ._. _. ... -WATER 'ER:;!CE.. :.:. :- EX.RM ET �1166045T 1 _ I DEPTH!.uK LE..13R76(NEW 1B"SOUTH) LE. 137.28(EXISTING 12"EAST) 1 WATER SERVItt - - i..'I.E. 137.DZ TEMSTING12"NEST) '1EFTH INKWA TtR SERVICE 2'GAS PARALLEL TO STORM UNE OEP-H>NK .... _. 0 ..._ .. ......_ - 146..... _. i 1 E . .. .. EMOVE EXISTING 15 Dl�PTH APPROx :- W 144 RECCCATE IF NECESSARY : ;�13 xICPEP Si EX .... .:..... - .. .. r ORM PIP E.. n .._. ., ..... .. -. .. _.. .. .. _ ...._ .._.. .. ... _.... ®$40.75 i (MAT 54.5 1 �8' ST11q'W?J¢ 8'SS:PARALLEL TO:STORM UNE -APPRO6*SANITARY'TIDE SEWER CN EXISTING/ :CPEP DEPTH APPRO%. X. .. ... 1..,. ... 144 t'FR1S) ! _. 2 CAS.36-4e DEEPS - _ - DEPtH MAY VARY. 142 1 N z r _ 16'wHats 142 NEW CB 1A:TYPE 1'IN ET Catkin- crate .: �. - N W C iB TW 1 IN T (n Cr.t-- - _ ,.... _...... -. APPROXIMATE.... .. : i+44- 1 - : ....DEPTH APPROX. PARALLEL TO STORK UNE—. .. -. RN EL 1492 MATCH EXISTING ... _. ._.. I ..RIM EL 149t MATCH EM TING 12 E 12' W IE d145 _ P ERvICE�* : :. ... �26ag 140 (MAT i 1 148 y. EXISTING B CPEP aRR PIPE I 140 20xis I below Pain l,d I—atia'. ::•. _._. (as de erm Eiting-6'Wow Lin : � :.: .`_ : �PaF WAR 9 N 136 UTILITY NOTE: _. `w ..: THE CONTRACTOR-SHALL BE-RESPONSIBLE FOR VERIFYING THE (11 138 146 �P w 2'GAS LOCATION,DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES 1 1 WITHIN THE PROJECT, M4ETHER SHOWN ON THESE PLANS OR NOT Q BY POTHOLING THE UTIU71ES AND SURVEYING THE HORIZONTAL .. '$ olaTEa ael s/s11/17 Tt LF IY(;PEP AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THE UTILITIES 136 144 0 2.0% SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED is LF 12'2 oz PUBLIC INFORMATION AND ARE SUBJECT,TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT Ex mlinq.S'.sanitary sewer WITH THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Z SCALE: HORZ. 1' = 20' SHATTUCK AVE SOUTH ; ' VERT. 1" as 2' STORM SYSTEM PROJECT D — 11011 Ir LEGEND Existing Contour (callout converted to feet) IF ',w u ,�aa 2E%C- IFK.MIN y'60 `j!, - 9 Water Meter 1 yy y5 N 'NC CONTOUR LINE INTERVAL 0.5 METERS' - .. .. _•,1 i ----Sanitary Side Sew (Location approxl ate) '�..L LEva^ONS HAVE BEEN CCNVERTEO 70 FEET.! CALL 48 HOURS � A V HOURS 1 V I :-�--Existing Sanitary Sewer Main N (n -- --- -----. ' Existing r at P e ----- i CALL OUT E -... ITT-w--.E�fiLiing._1NateL M91n m 9 O BEFORE YOU _ _,_ - �, I'i-.a- xis In Sto mw er iC ; YLI ORL. 1 OV DIG ` -il _ r .Ir•—New Stormwater Pipe p -. 4 _.�!. ..- �9 _„-____ P Existing Utility Lines (width-dlometer • o ,'®r 1-800-424-5555 -- _._ --Right of Way aaDndr pay I F- �, r _ ✓" -. _ •I. . --- _ I++--centerline of Right of Way _ - .. U YW�mr �' - W _ ` �J Storm Drain ManholeAl ! ...03 ..___'- _.�.: -- �- HSE 4 1917 I HSE 1909 I„7�,� '..2 Storm Drain Catch lBasin r � �Irt�.'a5� -a HSE g 2,. - - �— d Sanitary Sewer.Manhole d ,1 'APACE _.. ._.._ 1 I HSE_y'.9C1 AAaa eY: - : i- I . __ CB RIB NEW TYPE 1 i. w,4 '_ - - 01 tnw _ ' t�ew 11' of 12• CBEP - "—-- r--= --- = -- i s Remove Existing CB asaH. - _ w N (Salvage trams, and grate) i w -r .- -_ /) L.RAVEi 5�8EY9t 45PH —__'-_- c fr - .NOIe#9--. e ` /rf\�, U -_ J6I see16 a s --------- _ 4 Y CV ® ra. g -Now CB e1 -awucen ---- g - I U sp :__, - v.. ram 1 ----------- c r.G so ,_., __._ 6 - - --------- � 9D+..®r.�SD�401 'BD ,was., � --.�.,. ., r�r:—. ?Qa LAJ Q Z �+ taorlCarotf28t1 ---- L^-- - _ -4 :� Remove and Replace Existing 72• Storm Plpe with N�►w 18• Storm Alps S0M- e.: -ra„ ' GaT*.]I N EX Ca TW:.II s Nx� _ o -=-------= , :�_ Ave ut 4+0 a r k u +00 - ew 18' of 12• CPEP' _ _- hattuck -- - ----.--------- .��=�rm --- = Ave South .�.ram. -- -S S�o � . N I —- _ _ "�" � —Moil Card aas h _ X Shattuck NOTES. CB 1A ,r 130.'X• NEW TYPE 1 I ---- - -- - i '® "" - ! i - Remove Existing CBg .r - - - -- _ 1., All Type 2 CB's Shall Have Solid locking Lids. as (Salvage frame and rate)�; f --_---- - r �s !2. Type I CB Profiles Are Along Pipe Lines. µ,Z „� 1 3. All CB Grote$ 5fia1P'Be-Se"O.1 Feet Below % - "-""? ASPH - 0 O 't`'- { Adjacent Ground Level of I 3� I 9. CoRtractor shall call Puget Sound Energy(PSE ® . �+ i GaAs$ 1 F-1 u 4, field Adjust Type 1 CB's;To Locotii At Low Points, + , .� Z aW i In Flow lines, And To Clear Existing Utilities. (206) 9p7-7858) 48 hours prior to work within t.0 of e - { .:_- -- -_._-- ..R."�5S - - - - _..._... .._._.... Y a '. - ' the 20��Gas Main. : I1, w Q. 5. ASPHALT RESTORATION.Use Typical Ti-enct-Patch (City Detail a a i H032A) For All Areas. ` .. �? 10. 2��Gos line to be supported with nylon straps +yr( - - _ �b 1- - --' _ - _ y , S staled at 10 Intervals, dulng trench excavation. x LL�1 j H T� CITYOSTAND PRDS C m y 1 g, Maintain-Minimum 1;2 Inch Verficgl Separation-Between Contactor shall provide 1' of sand as bedding, I `- _ '_-'- ------ _9 ; bS E _ CAP �E 12 Inch Water Main And Stormwater Pipe Where-Feasible. % --_. ------ - ; - ! ba}e C E c for review by City. y, ep ! ' r% ' - --.. . y� a I- Contractor y City.Identify on s oration less than 12" ,J - i' at a I Date a:, 7. Minimum b Inch horizontal separation betweenC.B.s and Goa Line. , HSE.M 1940 8:'Contractor shall restore all landscaping surfacing l / --NDED S t , ... gg and structures disturbed by construction. .._../�. !' "- - �/ i� I'SE t91s _ - ,-I: FOROAPROVAL f y . 1 i 1 - BY STA 0420 STA 14W STA 2400 PLAN VIEW - 1"=20'STA 5-00 STA 4-00 STA 5400 ........1............ .... ......_.__ .......... ._ _ 0 150 - _.. IX. TYPE 2 S STA T 1+983 6'LEFT E.etie-to remain NEW'LB 1'TYPE'2 48" C0T7CING UD CB-TYPE 2 48- REMOVE'' _ 1_rJ0- _ lA.j+5 i:d LEFT ..... ...R11d EL 1;9:73 FT .. 4�8 ... RIM EL'. 149.76 .... 1 iM EL-149'66- 4. ... .: T(NEW 18'SOUTH) - y - 15'S AND NEW 18 N It 143.11 -I !IT S AND N IE 143,06 - _ I.E. 142.08 p ... ..... 12*W IE:.T41.97 -.i.7Yg..IE 143,02_ ... ,I. .. LE,=t4SA6-(tY.EAST) . ..12-E IE 144.96'. .... 1{i 12'W IE 144.5. i'liLoa la, �Tl'1).,. .. 6RAOE ALOAG-STORM TRUNK LINE ... ..... 148 ! ! Ex.MH TYPE:It 54'STA 4+63 IV LEFT 148 ........ .... i... ..... ........ ......... .. ._.. <............. ........._. ............. ........ .... .......... .. ... ._ _...... ......._ .......... -. .. WATER-SERNCE { { ..__..� ,I .. .... .... __P SER„1_E .. ...: .. .. RIM EL 11604 .. .: ICE�t37.13(NEW 18 SOUTH).. -E. 13Z28 o o _ .. .. .. ..... ... .. .... I. .. ... .11 .......... .... ... ...... ..... ... WATER SERYCE'... - .. t�.-�I.E�137.02((EXISTMGEXISTING i 2 EWESi).. 3 ..... ... ..... ... .... ... ....... .. ..s z g ..� : _ 6 146 .. _ _. .. I 1 i .. .OEPTH LINK WATER A H ;ERV.CE — - _ _ - _ - '� 2"GAS PARALLEL TO STORM LINE E[ L { EUOVE EXISTING D6'PTH APPROXL -- € ... 1 t o. W 144 T3'CPEP E : I .. 144 ...... _ SST -r ORM PEO$=0.73 I 1gTN51 OF NCLITM. ..: ........ 6'SANITARY SIDE SEWER .. ....... .... _ _ _.. MATCF!EXIStINC INS��O.S.20 �..._.. ...... 8'SS PARALLELDEPTH.APPROX.�,TO STORM LINE APPROX.RECC CAiE IF NECESSARY 1 VERTS) _ _. 2'GAS,36'-42'.OEEPJ - DEPTH MAY VARY. 142 150 - wow142. :. .... j. ... ._._ .. .. tf _...,, DEPTH APPROXIMATE._. .. ") 1 NEw 1C,-1AJTYPE 1'IN ET -W Grate - - \ N W 1B TYPE 1 IN T m Gr't' '� _ -_ _ 6 GONC.SS-PARALLEL TO STORM LINE-- - STA.1+34 17 LEFT DEPTHAPPROX. 11 ... .. RIM EL 1494:MATCH EXISTING ... _. I.. ',RIM EL 1493 MATCH EXISTING .. ... "- - 12'W IE 3145 .. 12"E t45S _ .. .. - �_EX{SANG _. 140 148 rH..SERVICE .... :.. .. __.. Tqt Ek SANG Ny 18"CPEP OaSa PI`E : 140 ........ __.. - (uLF or z,oa - 20 c s 5J. o ro ,ors ... I loe aeterml„ea ar oom�Iz,�.e) Ex rtm9 8"Water Lm ( .. ... .... jr-.. { OF WAS 1as �- J UTILITY NOTE: _ ! 13a 4 ? - ! 13a -- - THE CONTRACTOR SHALL RESPONSIBLE FOR VERIFYING THE — z"GAS LOCATION,DIMENSION, AND DEPTH OF ALL EMS71NG U711.171 1 s .. WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT. znm Q' BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL . 11 LF 12"CPEP AND VERTICAL LOCA71ON PRIOR TO CONSTRUCTION.: THE UTILITIES SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED 136 144 16 LF 12"CPEP 1 0 2 Dx PUBLIC INFORMATION AND ARE SUBr,ECT TO VARIATION. IF e 20x CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT Exiaxiny 8'So Wry Saaer WITH THE PROJECT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING W►TH CONSTRUCTION. z SCALE: HORZ. 1' = 20' SHATTUCK AVE SOUTH VERT. 1' = 2' STORM SYSTEM PROJECT D —217171110111 Jessica L. Olson From: Carrie K. Olson (Davis) To: Michael D. Dotson Cc: Jessica L. Olson Subject: RE: File folders Date: Thursday, June 10, 1999 1:06PM I will have Jessica make them up for you. Standard size meaning 1" side tab? Thanks. From: Michael D. Dotson To: Carrie K. Olson (Davis) Subject: File folders Date: Thursday, June 10, 1999 12:21 PM Hi Carrie, I need some additional file folders for the Shattuck project - swp-27-2771. What I need are the standard CIP folders: 1000 Correspondence. 1100 Design/Planning 1600 Construction Thank you, Mike D. Shy � Page 1 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: June 29, 1999 TO: Jun Aesquivel FROM: Mike Dotson- SUBJECT: Traffic Control Plan Review - Shattuck Ave South Storm Sewer Replacement Project Please review the attached traffic control plan for the subject work plan. The contractor proposes to use type III barricades at the street intersections. If you have any questions please see me. Thanks. CATraffic\MEMO.\MD D.A. ZULUAGA CONSTRUCTION, INC. Project: Shattuck Avenue South Stormline Replacement CAG-99-066 Contractor: D.A. Zuluaga Construction, Inc. Owner: City of Renton Engineer: City of Renton, Greg Zimmerman P.E. Ronald Straka P.E. 1. 5.04.2 Asphalt Concrete Pavement Materials 2. 7.04.2 Storm Sewer Pipe Materials 3. 7-05.2 Manhole and Catch Basin Materials 4. 7-17.2 Sanitary Sewer Pipe Materials 5. 7-17.3(1)B Pipe Bedding 6. 7-17.3(3) Backfilling Storm and Sanitary Trenches 652 S.W. 143rd Seattle, WA 98166 (206) 2 42-1240 Sent by: MA Segale, Inc. 2085750319; 06/02199 9:47AN;jej&&-#18; Page 1/1 _. 1'4w I -v'11'1oL 23 5 SAG 1383 P. t ?� / ii c,.29 F �i:�:.stiJ 'Pn_f7557E5r:1 r �'-A... , TT$T OF,: A.C.F. JQ$ IMIX CESLGv C'Ass A fdQI2Y ORD$R Y0. 44ISY& OAEa;1 I SKED: 0�/da/33 y LAS IO NO; GdOO2a49�a r� ' st_. V7 NVAS: 03/11/99 ar NSAlI^,`L'A:, NO: 68G04 C: lsi MIX ID -NO: C4975 tarr: JCr KAFOasIh Ewy vrz; 6213 ITtm ND; rr! t6 f 40 _•�+..•�-+-+-�..t_*_i..;_;_r-r_tC:,Y•I'RAGiQFI'S PROe�OSr'll.r-�-•-+.-*-r_Y.,r�t_t_+,�-.+_._+ Mat'l- M'.V. Aric_ I/4^- BLXXp SANG Source: A-404 A-46,; Ca�abir_ed S�tcificat:.oe`s R-454 :2atia: 80.0 } I00% 100.0 109.0 100.3 3/4 100-0 2G0.0 10C.0 IOv 112 97-0 1Q0.0 14C.0 100 log 3j5 84-0 97.0 100.0 98 40-3.00 V4 83.0 76.0 $7 75-90 10 27.0 190.0 69 55-75 to 3< 2i.0 $3.0 30-42 9 12.0 _.0 3 .0 15 Z0� 5.4C et.40 1.20 -•_ti_air-r_w�w_r.�k..r-r_r..r_r_C.at3C ASp' r art R:1;03•� J�+NALYStS-�r�:._r..:_*_w•a-t.�_r��_r_w r-w by o. Thal Wx: 4.1 4.S 5.2 3.a 5.1 5tabi:orceter "S^ va,-,;s; b.5 Cehes:viceter ^C" ValUe: 39 71 39 3, 20 Z3 Deasi"Y (lbys�J2u}lf) : 4 37 17= L45 243 :s0 145 i VZ=& 1 ♦50-1 . voids - v •8 is8.6 laS.1 :49.7 150.2 voids =r. iSiZeral A,g: i.13.1 14.5 Ia.2 14.a I5.1 15.2 :ax Density >`�am Rica: 257.2 fS .g -•�rj,C :�L1 %NC EVAi.L`A'":Ciyi- -r-*,+�*��..:_�-+.,+�,r_+_ RCti v z 0-1 sua. A 1l41 z/a$ 31a� 3t ppea�axe: XpY: NONE TiC:rr,2 ReCa:reC St_srgth: 64 $$ ware: 9a 99 -.t_+-,a-#-*..#-ram r��,*-#-+r-4-.v-��REGJDL`:�ll3A�• sV-p-:ier C)i$T'R9:i - A-59halt (bv tat,21 a;x) Rlc-�W-950 SEAW. 3rads of AspC-a?t PG5.3 6 hrhi -22 Stri.8 (bY Wt asph; C.2$ Cwpe Cf uti Str-p AAA-K&Z 4x. Density jb5jC. 154. 2 :5a4.,or Farnacs Cerrect:.aa Factor; 0.64 iesa�rlcs: . �aad�arters: L !materials Filesrs X si. :,sio4sx - C. Jackson. p.E. r:istrata4- materials zamireer o Ix BY- D,anuis H. Du:!Y. P.E. 43 x (35G) 709-542 flaoa:�/251�. Hancor, Inc. Drainage Hancbook Specifications ♦ 1-6 HANCOR SURE-LOK® WT PIPE SPECIFICATIONS : t Scope This specification describes 4-to 60-inch (100-1500mm) Hancor Sure-Lok WT pipe for use in nonpressure drainage applications. Pipe Requirements Sure-Lok WT pipe shall have a smooth interior and annular exterior corrugations. • 4-to 10-inch shall meet AASHTO M252,Type S. • 12-to 48-inch (300 to 1200 mm) shall meet AASHTO M294-97,Type S. • 54- and 60-inch(1350 and 1500 mm) shall meet AASHTO MP7-97. • Manning's "n"value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lok(bell-and-spigot)joint meeting the requirements of AASHTO M294. The joint shall be watertight(rated) according to the requirements of ASTM D3212. 30"through 60" pipe joints shall be watertight according to ASTM D3212 with the exception that the joint be tested using 5.0 psi (34.5 kPa) and the test apparatus shall meetthe ASTM C1103 requirements. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 104' Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. Joints shall remain watertight when subjected to a 1.5° axial misalignment. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M294. Fabricated fittings shall be welded on the interior and exterior at all junctions. Material Properties Pipe and fitting material shall be high density polyethylene meeting ASTM D3350 minimum cell classification 324420C for 4-through 10-inch diameters or 335420C for 12-through 60-inch diameters. Installation Installation shall be in accordance with ASTM D2321 with the exception that minimum cover in trafficked areas shall be one foot(0.3m). Pipe Dimensions Nominal Diameter, in mm 4- 6 8 10' 12 15 18 24 30 36- 42' 48. 54' 60' Pi I.D..in.(mm 1o0 150 (200 (250) 0 375 (600 750 900 1050 1200 1350 1500 4.7 6.9 9.4 11.9 14.2 17.7 21.5 28.4 36.0 41.4 48.0 55.0 61.0 67.3 -Pipe O.D.,in. (mm) 119 175 (239) (303) (361J 450 546 (721) (914 1052 1219) 1397 1549 (1709) 5.1 7.4 9.8 13.1 15.4 19.6 23.9 29.9 37.9 43.6 50.3 57A 66.0 73.7 Flare O.D., in. (mm (129) (188 (249) (333 391 498 607 (759) (963 1107 1290 1458 1676 1872 0.64 0.73 1.02 1.67 2.0 2.4 3.0 4.0 4.0 4.61247 1291 7.8 7.8 Pitch, in. mm 1&2 18.5 25.9 (43 51 61 76 102 102 (117 t34. 198 Approx.Weight, 0.44 1.03 1.6 2.1 3.3 4.7 6.2 10.7 15.6 18.8 6 42.0 Ibift, Wm 6.4 15.1 23.3 30.7 48.2 68.6 90.5 156.1 227.7 (274.4 9 612.9 Corrugation Annular Perforations All diameters available with or without perforations 'Check with sales representative for availability © Hancor, Inc., August, 1998 0ti 22%4l9 17:19 F.9% 2534714747 PIPE Inc SALES 1Z002 MPacific International Pipe Enterprises, inc. P.O. Box 9156 • 7ocoino. wa 98409 Coco!fpmN(rvwnad ComponV.....cholkoging our people '0 moke v cflfharC�Ice UTILITY 'VAULT STRUCTURAL NOTES CONCRETE_ Minimum 28 day compressive strength(F'c)= 4500 psi. DESIGN STANI?ARD.S'= ACI-318-95 AASHTO-97 ASTM C913IC858 REINFORCEUENT.- Bars #348;Grade 60. Welded wire fabric -4 x 4 w 2.91w 2.9,Grade 60- DF,SIGN STANDARDS_ ASTM A-615 ASTM A-82, A-496, A-185 LOA H-20 wheel load with W/o impact factor 20,800 lbs distriiWted over 10"x 20" surface footprint Maximum soil cover= 5'-0" GENERAL: Method of back filling shall not create pressures greater than the above mentioned design loads. Placement of fabricated doors/hatches not recommended in high speed traffic or braking situationbs- Materr Ctrs: ASTM Standard.• SupRlier: Cement-Type III C-150 Tillbury Cement 314"Washed rock C-33 Lonestar N-W Concrete sand C-33 Lonestar NW Daracem 19 C-494 W.R. Grace ( super plasticizer) WRDA 64 C-494 W.R. Grace (water reducer) Daravair 1000 C-260 W.R. Grace ( air entrainment) Reinforcing mesh A-IS 5,A-496 Davis Wire Reinforcing rebar A-6 t 5 Davis Wire Joint seal AASHTO M-198B Con-Seal copyright; Pipe,Inc_, 3199(TAC) The Northwest's landing MawrfV4turer of DuOiirV Concrete Products v.0.nor 1 1305.Pw[rond. OA 0741 1 P.O-eo.524v. Saam.OA 07304 P.p. sn:v)56, racaro. Ww vsdoa 1133 5 f. oA 97756 F1nc $c..pca�,ond. [503)ftas$301 . (goo)s q_7+73 (505)565-7350- 1-eoora5R�339 (Y55)e75-500a - 1�O-WT-5336 �Sai)943-�67 Fo1(503)266-0603 fv■(So3)342-a526 For(2S3)471-471C For(5-41)PQ3.6115 06'22/99 17:19 PAX 2534714747 FIPE Inc SOLES 0 003 S',12^ 24' "S"EnemSion Units Available in 0, 12'or 24'heights. Used 10 adjust to a maximum catch bosirt heights of Y-0' finished grade to pipe invert. 32' 3b' Base Sectinnx This unit is provided vwith 18'diameter knockouts on all four sides- S�Bcificatiolis All units are manufactuied to the speclftatiOnS of the Department of Transportation and the APWA Standard Plan R-1_ 42' Weighl Base-2,124 lbs_ 24"Riser 1,638 lbs. .•. r .� 12'Risflr--83Q Ibs_ fi"Riser-415 Ibs. 5" Pacific intemational Pipe Enterprises, Inc. 4801 S.ora'0rd 75a N.E,cumbia aw. Sm Dense�3wr.N.W. P.O.Box 9156 P.O.Sox 11905 RO Box$249 Tfta rw..WA 98409 Portland,OR 27211 Salem,OR 97200. (2D8)47SMM JAC) (503)MS-8391 (Soli)gasnw (2"623-7772(SEA) (800)634-0-139(WATS) (eoo)452-CM(wA7$) (MM Q WOO CWATS) (505)2ss-ON3 JVAX) (503)362 SM(FA)Q (206)474-7631 (FAX) 24 06!22/99 17:20 RAX 2534714747 PIPE Inc S.kUS IA004 t TYPE 2 CATCH BASIN 22-1/2"x 26-1/2"Ar:c Top Slab F thick. Round or rectangular openings are provided where needed. Precast Sections Units are available inlhrough 5'heights. Standard Jointing is by rubber gaskets.Steps are available an request_Lift holes are provided in all Base Sections Base sections are available in 2'through 5' heights_ Knocko as � 4'&5'bases and T,4'&5'sections are available 6"a 12" I�r:t with various knockout configurations.Special knockouts or blockouts are available on request Specifications += = ---- -- .�..= All units are manufactured to meet the requirements of ASTM C-443,the Department of + Transportation and APWA Standard Plan B-le. Weights 1'to 5' 48'x2' Base-3,2(W lbs. J ACditionai footage-9201bs.per it 48'Sections-920 lbs.per ft z 46 x8'Flat Slab Top-1,900 lbs. '4 3'.4'or 5' gel0 5W ell w T k U ,■ n 4'orb' t, r.r '9 u� r , r.. Al I 2` 3'or ; AsRequifd Sams " -_ -4v" p C, � jc:�tirr. 'J r^►'ei�� .r�s. acw. —r�CJ" , 5" 11�rJ• C4Un J 5S" SH" Pacific Intemational Pipe Enterprises, Inc. 4eQ1 9-Orchard 755 ELE Qol+xsst;a 8►vd. So32 Dallas Fiwy,N.Nt_ P.Q,5=9156 PA_8=11305 P.O.eox 3249 Tatwnk WA 964M Aardam.OR MI1 W6rn,OR 97304 (208)47F-Mfl(PAC) am 2854M 090)se i-7950 (206)623.7772(SEA) IBM)6S"189 MATS} (800)94-S3,W(WATS} (E-SM 32-LTE (FA)Q (208)474-7631(FNQ (�2e6.0603(FAX) (509}382�8525(FWq 28 � �.•.c. . vvubn Mcro .n co.in4cl�oq w,tN 34n1�4r� . '�owtr �rrl��allaEivn�,dr'UsII►•I�wh4rf ert cori��eC+�o�i� . w.}h s}drn� $irwev3 inito it's{ton,or'"w^TjkK.Wht �n conhe44ion w,th wnYbr di rlbu�korr Ittsfol(orion, -� S webs ml � ' � Ft L +q� 7 r-_-j A Ll � �r d �atte.r� to b, cost 10f egra( on }bP got taver. l�ren4te �tafi make tit R--20 Ipwidil*$ _ r section A-q Cost Ir n_ r 0 1Var1 Lotkin Qq Covt,r wehb iI. 4 ¢'� !a 4, M�n,m�►.+n w r,qh� �"3"o I b�. 1 '. r� x ,,,.-..,.�w;.��,,, ' t'aca rt 4 Orovnd. V � . MATR`L: ASTM A48 Cl 358 Cast Iron. 1"Z g+±cfson 8,t3 CoSATs} I�'dn f=�-+o��e"Mtn,We,ii�� 2lotbs HER MANUFACTURING' Co. NC 3330 M<(>OVOAtL AYE, EVERETT, WASHINGTON 98701 s db w LWdK 14vrs2v6r1VIr A LO 1 - 7�--�.-� - LOCK-NG DRILL � } }, * +, G 3 ; e GRA 71t -To i ItV y� ----------------- I FRAME Yet- �.--err GRAD-SIDE Ylfw f 2 ATID L€3CKING- WrAm All! �# WIC GRAB LACIONG DETAIL � lMNG PAD 16 wr z 2 mrx wir 2S F � 1 EEAU T4 Np PCLllT pp� 23 we -16 ► i 1824 YA ED GRATE-TOP VIEW FRAXE .., - '`VIA" ImFemm WED GRATE FOR CATM 96N wx ' 2r • emu. GM i1M 2 SS jer x 211T Co SW# t IT a r ; 23 at 1824 VANED GRAiF Top W e i f VANED GRATE PLAN a SUMADS VANED W $ASfh� � ��TrE CA!Li, i w 4 ! 1 `'-�-----�_! 1824 VANED GRATE- LOCKING LOCIaNG DETAIL ;a��ceoU PWHpe Sewer and Drain Products: Submittal and Data Sheet or Solid Wall Sewer Pipe, SDR35 December 1994 ASTM D3034 Nominal Average Base Minimum Approx Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size(in) Diameter(in) Diameter (in) Thickness (in) (lbs/100') (lbs/100') 4 4.215 3.890 .120 105 107 6.275 5.742 .180 234 239 8 8.400 7.665 .240 418 427 10 10.500 9.563 .300 664 677 12 12.500 11.361 .360 933 952 15 15.300 13.898 .437 1387 1415 ASTM F679 Nominal Average Base Minimum Approx. Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size (in) Diameter lin) Diameter (in) Thickness (in) (lbs/100') (lbs/100') 18 18.701 16,976 .536 2080 2120 21 22.047 20.004 .632 2890 2948 24 24.803 22.480 .711 3658 3730 Notes: All sizes are available with integral gasketed bells; 4" is also available with integral solvent-weld bells. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454B or 12364B. Gaskets meet ASTM F477. Pipe Design: Pipe meets ASTM D3034 for diameters 4''-15"or ASTM F679 for diameters 18"-24".All pipe has an SDR of 35 and a pipe stiffness of 46 psi or greater when tested in accordance with ASTM D2412. All gasketed pipe joints meet ASTM D3212. Agency Listings: IAPMO (UPC'): Sizes 4''-15'' Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe subjects its sewer pipe to several ASTM tests, including dimensional compliance, impact resistance, flattening,stiffness, and joint integrity. Drainage Products ASTM D2729 Drainline Pipe (available perforated or solid-wall) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size(in) Diameter(in) Diameter(in) Thickness (in) (lbs/100') 3 3.250 3.10 .070 46 4 4.215 4.05 .075 64 6 6.275 6.06 .100 128 SDR 35 Underdrain Perforated Pipe (for solid-wall, see PWPipe ASTM D3034 sewer pipe) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size (in) Diameter(in) Diameter(in) Thickness (in) (lbs/100') 4 4.215 3.89 .120 103 Notes: 1. All pipe is sold in 10 foot lengths; 3" D2729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lengths. 2. All pipe has integral bell solvent-weld joints. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454B or 12364B. Pipe Design: Drainline Pipe: Solid wall and 4"perforated wall meet ASTM D2729.3"and 6"perforated meet ASTM D2729 prior to perforation. Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation. Perforation Pattern: All pipe perforations follow the ASTM D2729 perforation specification of two rows of 1/2"diameter holes with hole spacing of 5" center-to-center. The rows of holes are 1200 apart. Agency Listings: Drainline Pipe: Solid wall pipe and 4" perforated wall pipe have IAPMO (UPC") listing. Underdrain Pipe: Pipe is listed by IAPMO (UPC'') prior to perforation. Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. The f pipe should be installed with the print line facing upwards to properly locate the perforations. Testing: PWPipe subjects its Drainline and Underdrain pipe to several ASTM tests,including dimensional compliance,impact resistance,flatten- ing, and stiffness. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 (503) 343-0200 FAX (503) 686-9247 V E41 B"SLZZ fil�� _ — fir --^K'sit---. w..e' -.�e-� „ -- -IC LAY•t r. ' - ��O�l�_FORM) �.?.`Y � '*" Y."GX 411 f:ac t• ` .y .� `?"`. "_r"a. .r :..""_':'.'."?.'._ �__.::'�- ......_ _ -may.. .��.v��_'�'.`£`F,a�.r�.F•'.�,...r., .. 1.0 Poly (Vinyl Chloride) PVC Sewer Fittings shall be manufactured in accordance with either ASTM D-3033-79 SUH 35, 5UH 41, or AS I M D-31JJ4-l8 SDR 42, or SDR 35. 2.0 The purpose GPK fittings are to convey municipal sanitary and industrial wastes, storm water i ui i uff and many other solutions. They are designed to be used in a gravity flow and low pressure application not to exceed 25 PSI, 3.0 Chemical Resistance GPK fittings will not be affected by sewer galas particularly hydrogen sulfide, nor sulphuric acid which is the usual result of chemical waste, when combined with water. 4.0 Marking GPK fittings shall be marked with ASTM number, applicable size, IAPMO letters and company name. it shall also have a code number as to the date manufactured. 5.0 Testing GPK recommends a test after installation of either low pressure air or a water inflltration-extlltration test. The alluwablt� lecl,dge wuuld be as follows: 5-1 Air Test Not ovtr 0.5 PSIC with a pooaiblc drop to 3.0 PSIG, the minimum time shall be not more than the following: 4' — 21/2 minutes 8" — 5 minutes 12" — 71/2 minutes 6" -- 4 minutes 10" — 6 mirtt,ras 15" — qV9 minutes 6.2 Water Test When testinn for exfiltration the average internal pressure shall rot be greater than 5 PSI and at any part of the total system shall not be under arty greater pressure than 10 8 Pst or (25 ft. t-ead) The maximum water loss allowance shall rot be greater than 50 gallons per inch of pipe diameter, per mile. per 24 hours. Infiltration testing shall be the same allowable as the extiltration allowable. 6.0 Deflection Test The maximum allowable pipe's fitting deflection should be 71h%. Testing for tills is unnecessary when using proper conatructlon practiec�, and in,pcction during pipe and fitting installation. It may be used when unstable trench walls cr bottoms, heavy rainfall,frozen soil, high ground water levels, deep lines, or difficulty In attaining compaction is possible. A tolovision camera or a "gonogo" gauge are some devices liCP.rt. 7.0 Backf ill Ing and Tamping Backfilling should follow closely after assembly of pipe and fittings. 7.1 Backfilling with proper material is important for side support which enables pipe,tittings and soil to work together to meet designed load requirements. T his eliminates deflection and shear breaks due to heavy loads. Approved material shall be used and properly compacted continuously above and around the pipe ano fittings as well as belweai i thty fittings and trench wall. A cusliiuri of approvad material up to a minimum of 12' over the fittings and between the trench walls shall be done in accordance with the engineer's specifications. 7.2 Tamping This shall to done by hand tamping of the embedment material between the trend- wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trench to enable you to compact a larger area-round the pipe and fittings to the density consistent with the original ground sut IdLu conditions r: FILE No.C84 06/24 '99 10:20 ID:Palrner Coking Coal FAX:425 482 M FACE 2 `� KING COUNTY MATERIALS LABORATORY 155 Monroe Ave NE, Bldg D In Renton, Washington 9g056-4199 'o « b 296-7709 (FaXI 296-p179 t,, j-r-% . tOMPARf t.. PALM-R t0:: 's'IG SLACK DIA-MOND, V A"HINGTON r 98C14 f a�t, el1^0S S/H PROJECT NO G r PROJECT'a r DATE SAMPLED to -/� �`3'¢ SAMPLED 8Y � �•�d t� LAB NO. ?�� FIELD SAMPLE Na. TYPE OE MATERIAL 4!1-� N;'mE &. LpCATI:ON OF SOURCE SAMPLED CRUSHED BY --------- -----('8 ts¢ J� g SCr �j Se�y/►le- 61 rG -ry 'r( v REQUIRED % ,er--fwy REQUIRE[, 96 SIEVE WEIGHT SPEC, PASS, FRACT. SIEVE Wf:IGHT SPEC. PASS, IzItACT. f 00 :4-10 s-a �1d * 40 44 �{o�. / o .40 Z.,a .w r �/b r•a� �`7 24,(-x foo G4 f) o 1 4 ;.4o .2 ,y 43 4¢ 3 SAND EQU >�� _LIQUID LIMIT PLASTICITY INDEX IVALENT � REMARKS: Rut ATM r1 02 D7 f S sJa 6✓d�- Does Does NOC / o �' 4t� -- �b /*0 s 4 Material D ::t specifications . � BY DATE TESTED BYs v FILE No.084 06i24 '99 10:20 ID:Palmer Coking Coal FAX:425 432 3883 PAGE 3 v PALMER COKIr IG COAL COMPANY P.U, i?ax I') BLACK DIAMOND, WASHINGTON 98010 Perticie Sue Anal sta worksheet Job Nam*: PCG Job No: 0800-OG4 Qalte: WWA Tested BY 7AS eorttp No: Pea gravel sarvia No: Depth: Sail pyscdFbon; dray b own tine gravel(GP) W S00T Q-MA AC Grading tie Molature Ct rttent -2w wash Pan# 137 Pen# D7 Pan*We1 Wl 1363.00 Par+Wet Soll Secre 13-12,10 Pan+cly ScN 1372.10 Pan+My Sail -.ftrj 1360.50 " hlotswrs Loss 10.90 -200 From Wash 2.60 Pan VA. 228.34 Pan Wt. 228.34 D Sail Wt. 1143, 9 D SOH W o+-200 . 1143.76 Moist:msCOMM- 1.0 0.2 Twat washed Sal wt: 1141.16 Sim Analysis Fractional Samri r Total SarrqAs Summa ry Slave Accum.Wt. I Accum.VVt SfOVeI S ifcattons Size Reks'nadl Rslalned 96 Retained %PUSIIN Size 9b pasadQhunlmum Mlaldmum 3.01 '^""" 0.00 0.0 100.0 3,0" 100.0 &4' ....... 000 0.0 100.0 3M" 100.0 11Z' +.......... 07W 0.0 100.0 112 100.0 100 3dtj" ••••••• 469.29 4a2 59.6 3(fi" b9.8 85 100 #4 1113,90 ®7.4 2.6 #4 2.6 10 30 #8 19.97 1134.00 99.1 0.9 #a 0.0 0 10 tie 24.00 1138.66 99.6 0.4 016 0.4 0 5 #40 2t3A1 1140.08 09.7 1 0.3 #40 t).3 ygp 28,4A 114C.52 9911 0.3 t1e0 0.3 #1 28.74 1140.82 99.7 1 #100 02 #200 26.98 ; 1141.06 90.8 0.2 1 8200 .2 Pan 27.W 1141.16 C1a9elflcatlon Data Necrl tten OA Total Gravel coarse 0.0 Fine 97.4 Sand coarse 1-8 Medium 0.5 Fine 0.1 .200 0.2 Sad Clasalficatlon, Gray brawn An*gravel(c3P) c3.ot nglnsars TV08 Page 1 D.A. ZULUAGA CONSTRUCTION, INC. June 28, 1999 99-157-004 City of Renton 1055 South Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Shoreline Replacement, CAG-99-066 "Traffic Control Plan" Dear Allen: Enclosed please find five copies of the"Traffic Control Plan"pertaining to the above captioned project. Please review and contact me with any questions you might have. Sincerely, Mike Skagen Project Manager Enclosure 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 r � CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: ti Z k G a n v- ►- c APPL. DATE: ADDRESS: (V S Z S.. e_j PERMIT 1: 1/Cr f✓�� < p� . L. PHONE CONSTRUCTION SUPERINTENDENT: /J u G - S 7`�&is MOB./CEL. : (W(,) 4 ti-)- 6-7y PROJECT LOCATION: N/E/S/W OF: FAX : (zoo) 2`iz'a2 v% WORE TIME: 0 A .�^. — 3 3 �� M APPROVED BY: WORK DATE: O 20_7 APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE), FIRE do POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. COMMENTS: SKETCH NORTH t , woL� Az�A i 1 I I 4-1 ZD Lora/ if-« I have been informed of my responsibilities for traffic control and OFFICE COPY T CONTRACTOR agree to comply with all traffic regulations of the City of Renton. INSPECTOR NEIL wATTs SIGNATURE: DATE: POLICE DENNIS G1:RBO FIRE CHUCK OUFFY k ST& E11 c\nunX 0ruAn0Hs\7n\cnanr1 I, i��i.e� s G�,✓ representing o•4. Z:• l �ti <o�s!_ agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street'ciosures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: G D.O.B.: 9- `f- SS#: SAS--(o `f— C' S- 3 '5 HOME ADDRESS: WORK ADDRESS: WORK PHONE: HOME PHONE: COLOR EYES:9%-6,J WEIGHT: /sue HEIGHT: 5-�� COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: h:\division.s\transpoc.tat\opetatiolttaf-con\f nes } TYR ' SIGNS BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD CEASED ROAD ROAD CLOSED TO �� AIIEAb ROAD CLOSED ROAD ONLY T11RU TRAFFIC ,fit' 40�XS0� t0"X30" BOaX 30' CLOSED tLK.ON SILVERIREFL.1 BLK.Otl SILVERIREFLJ DLK.ON SILVER(REEL.) LOCAL TRAFFIC ROAD ONLY ROAD DETOUR CONSTRUCTIOt > < CLOSEQ AIIEAD AHEAD AIIEAD TYPE III BARRICADE TYPE I11 AARRICADf» ORANGE: ON SILVER (REFL) 48�X48 49"X46" BIK OtI ORANGE(REFL) BLK`On ORjk IGE DLK.ON(REFORANGElRE ;O : fLAOQER AIIEAD ' 4I1'X 24" 48"X 24" 4e*X 48" BLK.Off ORANGE OLK. Off ORANGE TYPE 1 BARRICADE OLK.ON ORANGE (REfL� (REfL.) QRANGE ON SILVER (REfL1 TYPE 11 BARRICADE (REFL.1 ORAIIGE 014 SILVER (REFL3 ROAD =EHOCTION DETOUR m CON9TRUCTIO11 AHEAD 60'X24" • 48"X 16" ORANGE BLK ON ORANGE 24"X24" OLK 011 (AEFO (REFL.1 BLK.OfIORANGE LOCAL (REFL) 25 TRAFFIC N.P.If. DETouR ONLY - VERTICAL. PANEL PORTHOLE ORANGE ON SILVER IB" TRAFFIC DELINEATOR 48"X 18" 30%X 36 (REFLJ CONE BLK.ON ORANGE BLKON ORANGE ORANGE ORANGE IREfLa (REEL.) _ j; POW 3 U 'RENTAN / 3 y �z _ M ES]�U AIRPORT PL N A I RPORT WY 2N8 a, T S IILLICUML ST S '� �I S -- Si L`' NW _ 2N0 z y�-_�____�. Tlu,cu, "'�, g lo f` S ST r '_` `F� ~fit 3p0T�� -ST ST N� SVICTORIA Q PEacs rNr ' + PARR v, s r. � f CTORIA�Sr ST , cn /d <� I i < ST ^f w T AD Sr l. 7� 'I RENSON N PI N � LIBERTY Xr VON PARK e�' RIYER ;G i . Lµ� S � 2ND "4 ST R,a J yre ' PARK t ud rNcra 1 d >< SW g 2NU PL `T C i i = F P,yp' �.I J N IN N� i -- 'y S;v r ! 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S 27TH ST 27TH ' E SW �; IOvJ _— i p S � � %c�Y To! fI s 28TH s C S 17TH 28H 511 - l u 1y.i�PL �ti4 �A z�pl 3 5W _301 H 31T i ST i r- CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: Z''`(N_k`�� Ga^s�` ` G} ► `.. c APPL. DATE: ADDRESS: PERMIT #: o� �(� J✓ �� < . 4 ter. y PHONE CONSTRUCTION SUPERINTENDENT: /i S7-/v Vies MOB./CEL. #: (Z94,) 41/1- 9-7yCo PROJECT LOCATION: N/E/S/W OF: FAX WORK TIME: J n v a APPROVED BY: WORK DATE: �Z� APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE). FIRE do POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (208) 884-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. COMMENTS: SKETCH NORTH Q z.a zoc�/ Ilcce.sj 0a/7 A uA 1 j . I i J � 1 ZZ - GJ Za / .✓/ iFG c�u O n / r4...- S. z I have been informed of my responsibilities for traffic control and OMCE COPY j CTOR agree to comply with all traffic regulations of the City of Renton. INSPECTOR 9 P Y 9 Y INSPECTOR NEIL wArrs SIGNATURE: DATE: POLICE DENNIS GERBER FIRE CHUCK OUFFY k STA. #11 c\rnune 0roun0H5\TCr\e„LAX1 f 9 i I, 17 .te SSG representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. .47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: ih�•�£ S f-�9G� D.O.B.: `�— `+`—SZv SS##: V- C' SS 3 5i HOME ADDRESS: 3 Z S.rm1t .- G-, rs� . 9t3 39 L) WORK ADDRESS: -5 WORK PHONE. 2V& HOME PHONE: 0-33 8, 3—o g ss COLOR EYES:B/-G'J WEIGHT: /sue HEIGHT: 5�e5 COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: `-0 `/l a h:\division.s\transpor.ut\opemtio\traf-con\fines TYR ' SIGNS BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD CLOSED ROAD CLOSED ROAD AIIEAe TO ROAD } CLOSED LOCAL TRAfFIG o 7HRU.RAFFIC CLOSED 40'XS0' t0'X30' t10 X 30 iLK.Oti SILVER(REFLa BLK,ON SILVER IREFLI OL!(.ON SILVER(REFL.) LOCAL TRAFFIC ROAD a ONLY ROAD DETOUR CLOSE 4 � ------- CONSTRUCTIOt AHEAD AHEAD TYPEIII BARRICADR TYPE 111 BARRICADE / �'' ORANGE ON SILVER IREfU 40'X 404 M om• / 46 x4e 40'x 4 a' �. ., BM Oil ORAIIGE(REFL) OLK(ON ORANGE OLK.ON ORANGE i O fLA00ER AIIEAD 4a'x24' 4a'X24' W X 49' BLK.ON ORANGE BLK, Ott ORANGE TYPE I BARRICADE 8LK Ora ORANGE (REfL1 (REEL.) QRANGE ON SILVER IBM] TYPE 11 BARRICADE (REfL.I ORANGE Ott SILVER (REEL) ROAD END DETOUR X /� CONSTRUCTION CONSTRUCTION N ptt• AIIEAD 60'X24" 49"X 10" . > < elK 01t ORANGE BLK.ON ORANGE 24'X24" IREFO (REFL.I BLK.OH ORANGE. LOCAL IREFU 25 TRAFFIC t.t.P.11. DETOUR ONLY VERTICAL PANEL PORTABLE ORANGE Ott SILVER ie TRAFFIC DELINEATOR WX IB' 3001A 30" (REFLI colic BLK.ON ORANGE OLK.ON ORANGE ORANGE ORANGE IREFLa (REFL.) zNw .1 -�� REWON •AIRPORT y ?MG GL � o �4 q` I r—m N AIRPORT WY � s f " � _ sTS TILLICUMI.ST s �92NSTi,' U S( W _ 2ND TILUCui � S ST'_cI �'� S TOB I N -ST (��;+et s `F ST 4,• a 300 ✓1 <� '� S V]CTOR T Q PCatS !AM t . 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PUG ET r � J/`4 t f ! v I v u S�1VU c^'SE 215� r = Cat 3 J' z Ln SW 23RD ST S 23RD 3 ST - I f 8 s �F � MID I _ g rEASDAa N n U PARK `sue S Sr s j �r ST r 1 Q < 27TH ST SW 27TH , �- -- — ST SPq i� �� C1 fir` a{ 1 S 28TH.. _—_ S 17TH PI 28TH I�, f<`Q \ ! CA �. n - i ti SW 29Tr ST f�� ,,r_PL `� - T 3' SW 30TH p \S E' —ST— 3i;T sT t► - A z• CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: G.�1 . Z .� /�. a�� G��s� w�} ,�. c APPL. DATE: ADDRESS: S Z S �J 'i PERMIT PHONE (io(a) Ly2-izyD CONSTRUCTION SUPERINTENDENT: S MOB./CEL. f: (ZDG) 4U-)- 8- y PROJECT LOCATION: N/E/S/W OF: FAX If -9 z U-7 WORK TIME: - tJ 0 A M. — 3 - 3 2 o NI APPROVED BY: WORK DATE: _ /e-"? APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE), FIRE & POLICE DEPARTMENTS BEFORE ANY CLOSURE. 2) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. COMMENTS: SKETCH NORTH "' w - 7 rr- $.,,.,� .R lz .3 Zoe-el 17 A.e-EA 1 i w za-3 I have been informed of my responsibilities for traffic control and OFFICE COPY T- a agree to comply with all traffic regulations of the City of Renton. CONTRACTOR 9 P Y g y INSPECTOR NEtI WATTS SIGNATURE: DATE: POLICE DENNIS GMER FIRE CHUCK DUfFY & STA. f1t c\rn sne 0RXA7wws\r P%wTwnwi i I representing 19-4. -2- agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street'ciosures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible parry to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: i`h�•�� S f �9G€ D.O.B.: 9- `+` -�Zo SS//: sus�G, V- G� S35i HOME ADDRESS: 3 Z ` �'`- �.t E 5S'm .� G-,T s 9I3 3 9 t] WORK ADDRESS: S w V 3 c�J4s 9ts/& - WORK PHONE: Zb� Z yz -i z `� HOME PHONE: ?-g3 6(, COLOR EYES:9/-6,J WEIGHT: /s a HEIGHT: �5_�0 COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: h:\division.s\transpor.tadoperatio\traf-eon\f nu TYP. ' SIGNS BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD ROAD CLOSED ROAD CLOSED A11EAb TO ROAD CLOSED LOCAL ThAFFIG 0111Y THRU TRAFFIC CLOSED 4A'Xl0* GOOX30' 60ox300 tLK.011 SILVER(REFLJ BLK,ON SILVER(REFLJ OLK.ON SILVER(REFL.) LOCAL TRAFFIC ROAo ROAD ONLY pETQUR CLOSEQ CONSTRUCTIOt 4�- AHEAD AHEAD AHEAD TYPE III BARRICADE TYPE III BARRICADE ORANGE ON SILVER (REFLI 40*X40' 4BOX400 . 46 X 48 BLK.Ott ORANGE(REFL) BLKIAEf`;At1GE BLK�REfLJANGE �O: flA00ER ® ' AHEAD 4 BOX 24' 48'X24' • . 4e,X 48' BLK.ON ORANGE BLK. Oil ORANGE TYPE 1 BARRICADE BLK.ON ORANGE (REfLJ (REFL.1 QRANGE ON SILVER (REfL1 TYPE It BARRICADE (REfL.1 ORANGE Ott SILVER (REFL) ROAD END DETOUR /� X CONSTRUCTION CONSTRUCTION u P11. AHEAD 60"X246 40"X 10' BLK.Oil ORANGE BLK. ON ORANGE 240X24* (REFLI (REFL.1 OLK.011 ORANGE- \ LOCAL IREFU 25 TRAFFIC M.P It. DETOUR ONLY VERTICAL PANEL PORTABLE ORANGE ON SILVER 18o TRAFFIC DELINEATOR WX18' 30'X380 (REFL) CONE BLK.ON ORANGE BLK.ON ORANGE ORANGE ORANGE IRE FLa OEM.) v t ST 2 �f NM � � U _ RfNIpN 4 _ � ,l AIRPORT V ?Nu q , ,5 ( —' ic P� N AIRPORT sT J2� f� L �rW S�T,�ILLICUM�t�=ST WY S 2Ngn" ST { NW ND- z a'= �� TILtICUM 4�4 $ 1100 N // < S S T r �,� 1 � TOB I N n t' ' 0 -,�y • 'i S � - `�F'' _� 300 � ST _ S 5f V I CTOR I Q Prats LAN 4, f eQ 4 ( CT -YST r:. j oti1A �l RENTON v> \ /d .1 1arfrall wl 2rw sr I� 1 cn LIBERTY cEaR s NS w 1 c '� ` S1_2 N Rla NPARK x e1!' RI YERD ST J : ys vARK lusroK (d < Swg ?r�yVL �)� H �N Ng < ' t1 F a PAW1< N R r S 3RD ST H� tl ` PL y S 4TH <' O` 7 W S1.l" �? ST ti .4 CT J� th Pt pp� S 4M Y vd S \,pp _ ,q,, ! ,. pv S W 5TH ST 5TH ST \C' C( _ Y m O = N s� p� RR �' g sourx �' _ a S 6TH ST EARL J S 6TH ST i^ P`B= `1`y �6TH�5T } N S 7TH CT SW +1 7TH 1� v) ST P ono z S TH T N�O ( O N O ( w f PARK ( N 'aj D d RIDE G ` � 9FH SF i�P`, mc( RENTOlN VILLAGE for ( SW CENTER sr = o PARK ( 1 N STD G�D S I»RENTON VILLAGE PL S 11TH ST SN 121H S� HOLIDAY _ ! A '�- , 51 INN 31H �f N SM C] 1 Z sti O o SW �� 16TH ! ST SW < 16TH ST y f 8 S 16TH ST �� s SE 16TH` w v' a 9�11 •� i Z J 0 f •'�- __ - ,c - - }7TH ST 17N t o ea�x S 18TN a ST 1 ! _ SW 19TH ST TALAr v+ L' ST a ter 1 f S 19TH i ST TALBOT HILL �, S Z NN1 H� i L-LLi >H�o/p� PARK �t�1 Y f�"� <N <� 1100 PUGET LZI �r INq JrJSpI a4 i 3 _ N SW 23RD ST _S_ 23RD 3 T S W � ! maws i ,� N10 \ S' W jTEASaW r $ Q Q ! sT�z��H S 27TH ST N. TH T � ----S S .�, Cl a S 28TH- ' S 1 `vC 28T_M IJ<; 2��N- <1 ! 7TH of � ��{ <. SW 29TN S? 5W _30TH p31 i' ST S ' 3' f, c ' - iv• CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: '} z /u.-G�� ° �{u.:_.} " . C APPL. DATE: ADDRESS: (. SS Z S PERMIT �4 ✓�� < . 4r3 . C. PHONE : (�Do) ZyZ—izvJ CONSTRUCTION SUPERINTENDENT: /J MOB./CEL PROJECT LOCATION: N/E/S/W OF: FAX WORK TIME: y A IL — 3 ' 3 2 APPROVED BY: WORK DATE: _ �� APPROVAL DATE: NOTES: 1) CALL 911 (USING LOCAL PHONE) OR (253) 852-2121 (USING CELL PHONE), FIRE do POLICE DEPARTIfNTS BEFORE ANY CLOSURE. 3 2) CALL METRO TRANSIT CONTROL CENTER AT (208) 884-2732 AT LEAST TWENTY—FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 3) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 4) APPROVED TRAFFIC CONTROL PLAN MUST BE AT WORK SITE DURING WORK HOURS. COMMENTS: SKETCH NORTH i� � 'wozC 1 i J ' I (Ij ZD 2- z I have been informed of my responsibilities for traffic control and oFnCE COPY T- a agree to comply with all traffic regulations of the City of Renton. CONTRACTOR 9 P Y 9 Y tHsPEctoR r+a� wArrs SIGNATURE: DATE: POLICE OENNis GERBER FIRE CHUCK LAWtT do STA. 01 c manic oruwnons\rcr\emnri I, i7�i.e� S f79G�.✓ representing k agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on ' Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street'ciosures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible parry to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: /h�•�£ S F-�9G€ D.O.B.: `�— `f —�Zo SS#: Y— G, S 3 5 HOME ADDRESS: /4 �� 0 3 z ` S'`- c f E WORK ADDRESS: WORK PHONE: �� Zy z —� z `� HOME PHONE: z 33 f'6 3--0 g SS COLOR EYES:9/-6'J WEIGHT: /sue HEIGHT: �� COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: h:\division.s\tmnspor.tat\opentio\tra f-con\fins TYR ' SIGNS BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD CLOSE ROAD TO ROAD CLOSED [ME 7NRU TRAFFIC i 4A'x3o" 40"X30" 80"X 30" CLOSED I�K.ON SILVERIREFi a BLK•ON SILVER BLK.ON SILVER(REFL.) LOCAL. TRAFFIC ROAD ONLY ROAD DETOUR CLOSED " CONSTRUCTIOt AHEAD ` ANEAD AIIEAD TYPE III BARRICADE TYPE III BARRICADE ORANGE Oil SILVER (REFL.1 • 48"X48" 48"X40" ' 48 X 4E 3- :• •� ELK Oil ORANGE(REFL) BLKiON ORANGE BLK`ROEFLRANGE fLA00ER AIIEAD ' 48"X24" 4B'X24" 40'X 48" BLK.ON ORANGE BLK, 011 ORANGE TYPE I BARRICADE BLK.ON ORANGE (REFL.1 (REEL.) QRANGE ON SILVER (REfL� TYPE 11 BARRICADE (REFLA ORANGE Oil SILVER IREFLi ROAD END OE70UR X X CONSTRUCT1011 CONSTRUCTION II.P.1{. AIIEAD 60"X24" 48"X 1B" ELK Oil ORANGE BLK ON ORANGE 240X24" (AEFL1 (REFL.1 BLK.O►lORANGE m IREFU 25 u.P.11. DETOUR VERTICAL PANEL PORTABLE ORANGE ON SILVER 18" TRAFFIC DELMEAToR • " (REFLa �{9•X16' SO X39 CONE BLK.ON ORANGE BLK.ON ORANGE ORANGE ORANGE IRE FL.1 (REFL.) ST I K Zl NW U FNTOVJ AWORT 4e r?N, q , N A I RPORT WY s N i Q s, f1 n. _ • .Jr 2Nq _ST S TIILiCl1Ml.S1 S v g 1100 1 .'NU 51 _ NW _ 2ND_Iz z S xiz TILLICLM T ,� -__` TOBIN 0 v S 3�---- _ ST qj�fip oa p i '`.� S �IVICTORI Q vrDEs Im 9p f eQ- J a (_ 'f 1 ' - ; r� I:i f�-i CTO I� SST 7 RENTON z Nv� �j ti„�s I 41 -In w I `� 1 v ua > LI BERrY G£MR /d SM I S! { —7 SdI HS R+a `�' cn ` , ' PARK 0� RI V£R CANG - , �1 S 2ND J ST J 41e PARK ING (� i'< Sw g ?NO Pi � �t N ,N N � a • � i F 4 z ,'2_ a J iANA' ' a y W S 3RD ST •,1/ -� % 2 S � 4TH W SU Ln •\ brN CTril- � 1N Fl! � S� 4N P W B z5- BN 1 p� S W 5T`H 3 ST 5TH ST ��htUn pp -i to Lin. r" Y In p > N 1ARL s Q� RR•_ g SOL/W J �' _ Q S 6TH ST -' `` `; l ." s -�� s = S 6TH ST INC r�es `1`y 6TH 5r N S 7TH CT _ $W r' 7TH t^y V) ST v oho z S 7TH T 3 { W Q 120Q H- o Ln N O r 3 O I p�� Z O O 1 O f ; I R PARK �A o �q a z E N 'a y a RIDE _ 9TH ST< P1tttLfP`; N - - J �£NTON VILLAGE a 0 1� 155 o P W D W 1 ST , S�p,� W� CENTER ST I T 1 N S RENTON VILLAGE PL S 11TM S HOLIDAY INN a � 1 2 vuac S 15TH ' :n SWN 16TH ' 400 16TH ST s �' =S N S 16TH ST F G o � i 1 w W, ' `T' ,c - ` 17TH ST .._ �`>19l ..c, W -L 4 --._ ► - - w --- Q _ O //J c' 17Th C Q ST l 1 S r`ue S 18TH a �-A. SW 19TH ST one �' $ ST co 18TN a S 19TH ST �P TALBOT z m m Li i 5 �. HILL �� ._ S a4 �� ROLLTNV L y 20TH aotPiN PARK< :loo " PUG ET :77. 1 r_ Cx� �, < 0 2isT CRI, J J J N SW 23RD ST S _23RD $, ST = " Haws MID r[ASMLf ST 1 261N Q s i°orh l� / ST `H� s\psJS( S 277H ST SW 27TFI � ---ST s �� °- C1 t,` S 28TH - u i S 7ITH Pt 28TH fJ ` 2�1r_ ' Sw 29TH S; 3; p 5W 30TH 3 p - - _... ,T � SE '`T �.T =' ST 3. , D.A. ZULUAGA CONSTRUCTION, INC. Project: Shattuck Avenue South Stormline Replacement CAG-99-066 Contractor: D.A. Zuluaga Construction, Inc. Owner: City of Renton Engineer: City of Renton, Greg Zimmerman P.E. Ronald Straka P.E. 1. 5.04.2 Asphalt Concrete Pavement Materials 2. 7.04.2 Storm Sewer Pipe Materials 3. 7-05.2 Manhole and Catch Basin Materials 4. 7-17.2 Sanitary Sewer Pipe Materials 5. 7-17.3(1)B Pipe Bedding 6. 7-17.3(3) Backfilling Storm and Sanitary Trenches 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 Sent by: MA Segale, Inc. 2CB5750319; 06/02/99 9:47AM;d& #18; Page 1/! -KHYCL 2'3$ C-d6 1383 P. 1 ;2.24 ?N fit:"'AA) A TEST OF: A.C.P. JOB i!ZX a�5ZG:1 C_..ts"S A WORK CRD$R ?r0: OC75Y8 0.1Tc S;L-4P-ED- 03104/93 LAS r0 NO; GC0OZ0493a, r ` REM) Mcs: 03/11/99 !fa: 6EQ04 0: 1Si (41X 10 v0: G8975 I4N: JCT Y-%FO,4slri trwy Ulu BM ITEM NO; 7 at ■ ♦ iYl4.[l�v��fS�llPR�271+�7f�.Y-r-►ri4�#�.t-Y..i�i-�_yt��_.tie_r.►-i :SiZ r. i: Pit . A�iCi- •/4�- BLZ-vp SAND Source: A-464 A-46r A-454 Coa3�ire3 SPaci�:catlors Utia: 50.0 4 7.0 % 13.0 !k 100.0 100.0 100.3 3f4 L00.0 ICO.b 10C.0I00 1/2 97-¢ LOO.0 10C.0 100 Icq 313 84.0 97,0 98 90-IOC 1�4 53.0 76.0 1p0100.0,a 87 75-90 10 27.0 21.0 00 69 53-7� 40 Z2.Q 9.0 $3 0.0 34 30-42 is -LASCR,I:'03.11 ANALYSYS-x-:.-.r..r_.t_r.i.r.y-r_.r-.k_wVv_w by 2t o= Teal M:x: 4.3 4.8 Stabi:ortezer "S^ va:us: 39 6.5 .39 39 2 S,1"7 5__ 10 Ccnesiviceter "C" value: 157 17, L85 24; .s4 ZS Ce=lty (lbs/c;} : 145 T Y77.$s - Vo1=e Mix: 14E.8 L3$.6 Lab 4 .: :50.1 i4 .7 150.2 iz o.z Vaids in Mineral Aw a < 3.9 2.0 1.5 0.5I3.1 IJ.2DeuitY �:�A t aa: 14.5 1.5.1 1S.d I57.2 fSS.g I54.5 _*_t_i_i-k..i-�r4-�-w�s��'.r"Z`.Mt�a1 STk:anlNG EVAi7~l.'i'ZOiVi-�-•-,.,sr-*,�..�_1.....*,,._._ RCN v: 00-1stta, A. Ir4� I/a$ spa; it ppea�a.^ca: v�;tE VCN� vc�� 14CN£� Retained St_srgth: 54 $$ NC}tV� 9* s6 99 s+:psz1ar CREVRQ.1f A-5p2:alt (bv total M:x R-TC-M-WIC BEACH 5.3 Srads of AS tt j 64 �'$-` 8G64-22 t Ar:4 sC.~x8 (by wt asAh. C.2$ ryse of Utz st:;p AAA-= Density Ibs/c- 154.Z :Yzit�er: Ptrrtace Cvr:ect�oa !'actor: 9.64 iesaer3cs: Cc�.iC�..�5-'ti5asa.wa.\I�•dtss„+tiC..��.w�7C.:a ^�e3d.�tidr'LerS: T16D-}, ��e:lilS PLIQ x Sl�SG:1tOt�d SlCt i4ti - ^•X2- lacio-n: Olympic � �:s C. Jackson, p-E. r:r'x�ratar �"s' lSBtzr.d'_S E;.gireer =':i5 E.•sy�.""'"��"X Sy: Dssuais H. BU*;Y. P.£.( �- X. esaaZsF-1�~ "xczy (36c) 709-,4+ oaoe: f . M ` Hancor,Inc. Drainage Handbook Specifications ♦ 1-6 HANCOR SURE-LOK® WT PIPE SPECIFICATIONS ; Scope This specification describes 4-to 60-inch (100-1500mm) Hancor Sure-Lok WT pipe for use in nonpressure drainage applications. Pipe Requirements Sure-Lok WT pipe shall have a smooth interior and annular exterior corrugations. • 4-to 10-inch shall meet AASHTO M252,Type S. • 12-to 48-inch (300 to 1200 mm) shall meet AASHTO M294-97,Type S. • 54- and 60-inch (1350 and 1500 mm) shall meet AASHTO MP7-97. • Manning's "n"value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lok(bell-and-spigot)joint meeting the requirements of AASHTO M294. The joint shall be watertight(rated) according to the requirements of ASTM D3212. 30"through 60" pipe joints shall be watertight according to ASTM D3212 with the exception that the joint be tested using 5.0 psi (34.5 kPa) and the test apparatus shall meet the ASTM C1103 requirements. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 104' Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. Joints shall remain watertight when subjected to a 1.50 axial misalignment. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M294. Fabricated fittings shall be welded on the interior and exterior at all - I.unctions. Material Properties Pipe and fitting material shall be high density polyethylene meeting ASTM D3350 minimum cell classification 324420C for 4-through 10-inch diameters or 335420C for 12-through 60-inch diameters. Installation Installation shall be in accordance with ASTM D2321 with the exception that minimum cover in trafficked areas shall be one foot(0.3m). Pipe Dimensions Nominal Diameter, in mm 4- 6 8 10' 12 15 18 24 30 36- 42' 48' 54' 60` Pipe I.D..in. mm 100 150 200 250) 375 (600 750 900 1050 1200 1350 1500) 4.7 6.9 9.4 11.9 14.2 17.7 21.5 28.4 36.0 41.4 48.0 55.0 61.0 67.3 Pi O.D., in.(mm 119 175 (239 (303 361 450) 546 721 914 1052 1219 1397 1549 1709) 51 7.4 9.8 13.1 15.4 19.6 23.9 29.9 37.9 43.6 50.8 57.4 66.0 73.7 Flare O.D.,in. mm (129 188 249 333 391 498 607 (759 963 (1107 1290 1458 1676 1872 0.64 0.73 1.02 1.67 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 7.8 Pitch, in. (mm) 16.2 18.5 25.9 43 51 61 76 102 102 (117) (147 147 198 198 Approx.Weight, 0.44 1.03 1.6 2.1 3.3 4.7 6.2 10.7 15.6 18.8 24.7 29.1 34.6 42.0 1b/ft, Wm 6.4 15.1 23.3 30.7 48.2 68.6 90.5 156.1 227.7 (274.4) (360.5 424.7 504.9 612.9 Corrugation Annular Perforations All diameters available with or without perforations *Check with sales representative for availability © Hancor, Inc., August, 1998 06/22%99 17:19 FAX 2534714747 PIPE Inc skus R 4a2 MPacific International Pipe Enterprises, Inc. P.O. Box 9156 - Tacoma_ U!R 984Q9 focal f0mik-owned co,Tfpony.....ct1ollengfng our peopfc .o make o dTflerence UTILITY `FAULT STRUCTURAL NOTES CONCRETE_ Minimum 28 day wmpressive strength (F'c)= 4500 psi. DESIGN STANDARDS: ACI-318-95 A.ASHTO-97 ASTM C9131C858 REINFORCEMENT.- Bars #348;Grade 60. Welded wire fabric -4 x 4 w 2.91w 2.9,Grade 60- ,DFSIGN STANDARDS: ASTM A-615 ASTM A-82, A-496, A-185 LOADS, H-20 wheel load with 30°10 impact factor 20,900 Ibs distributed over 10"x 20" surface footprint Maximum soil cover= 5'-0" GENERAL: Method of back filling shall not create pressures greater than the above mentioned design loads. Placement of fabricated doors/hatches not recommended in high speed traffic or braking situations- Materials: ASTM 2izndard. Supplier: Cement-Type III C-150 Tilibury Cement 3/4"Washed rock C-33 I Dnestar NW Concrete sand C-33 Lonest.ar NW Daracem 19 C-494 W.R. Grace ( super plasticizer) WRDA 64 C-4 94 W.R. Grace (water reducer) Daravair 1000 C-260 W.R Grace (air entrainment) Reinforcing mesh A-185,A--496 Davis Wire Reinforcing rebar A-6 t5 Davis Wire Joint seal AASHTO M-198B Con-Seal copyright Pipe,lnw-, 3198(TAQ The Nfxthwasr s Leading NkVryjfC4tUfer of QV61iCV Conaste Products P.O.Oar 1 13os.Porcfond. OA 07eI 1 PO.Bat 5240. Salem.OA 07304 P.O. Box 9156- rocama, WA V3404 1133 5 f.Fj[V St"F16dm*^d. OR V7756 (So3)ens-43.01 . (500)5W-7473 (503)545-7750- 1.p00-45R.03�9 (255)475-6068 - 1-a00-pYY-533D (541)943-�63 Fat(503)266-060Z For(503)362-M6 F—(253)a71-473V Fpr(g,41)0Q3.6115 06!22:99 17:19 FAX 2534714747 PIPE Inc SALES [A on TYPE I CATCRBASIN 6",127&24" "S"Extension Units Available in 6. or 24'heights. Used to adjust to a maximum carGh basin heights of 5'-0* -� finished grade to pipe invert. 3b' ease Sections This unit is provided wit 18'diameter a knockouts on all four sides_ Specifications Ali units are minufactured to the specifications of the Department of Transportation and the APWA Standard Plan B-1 42" l Night Base-2.120 lbs. s,` �� 24"RiSe�1,838 It1S. a •; 12'Rim r—M Ibs- :.4 ', 6'Riser--415 lbs. r 5.. Pacific Intematianal Pipe Pnterprises, Inc, 4001 S.DrctiMd 755 N.E.Coumaa BW. 5032 Dallas Hwy.N.W. P.O,am 9156 P.O.90 11905 P.Q.Box$249 remum.WVA 96409 Porf",OR$7211 Salem,OR 97304 (2De)475-ZM(W) (SM 285-8a91 (UM-"-r-73W (2W)623-7772(SEAT (800)634-0139(WATS) (800)452-C339('AIA7 (800)922 5338(WATS) (549)W6-06a3(FAX) (503)3624SM(FAX} M06)474-7631 (FAX) 24 06�22 AA 17:20 FAX 2534714747 PIPE Inc SALES IA 004 AdMbk 22-112"x 26-1/2"Acc v'C�6x-� c r.- Top.Slab 8'thick. Round or rectangular openings are �' • provided where needed. r ... Precast Sections r` 'r Units are available in 1'through 5 heights. Standard jointing Is by rubber gaskets-Steps are available cn request Lift Was are provided in all uni15- 1�-.4 ' Base Sections Base sections are available in 2'through 5' heights- Knocko uts 4'&5'bases and 3',4'&5'sections are avaitable 6"or 12" with various knockout configurations.Special knockouts or bJockouts are available on mques g - �., ' Specifications ---- -- --'-=- All units are manufactured to meet the requirements of ASTM G-443,the Department of r Twsportation and APWA Standard Plan B-le. S1-:N Ltd.- qwj � -tom Weights 7'to 5' 48'x2' Base-3,2W tbs. JP Add-tional foo4e-920 Jbs.perft ___,� 48'Sections-920 tbs.perft 48'x8'Flat Slab Tap-1,900 Ms. 14 t; 3'.4' ar 5' 4, 9 r_ r •., j r. As Requi�d = ` Sump 5� 48- Pacific International Pipe Enterprises, Inc. 001 S_Ord►ard 77 ALE Colw ba aw. =2 Dallas Fiwy,N.Yl. P.O.Box 9158 PD.13=11305 A.O.a=3249 Tao na.WA 964M Pmdend,OR 97x11 Basal,OR sr 3 (?0e)47SMa(YAC) ( ? 50 (M)�7nz(SEN teoa)63"1 (wATs) (aoa) s f800)922-=B(WAT3) MM 286 MM(FAX) (SM)W2ZEM(F:VQ Rob)474-7831(FA)q 28 •�. . rv,.�n Vera +F% Co. n ►a e[I�oq w+th 3r}nitpr� .Dewar +,s4cllaFn,c.aw•UstA►. -wharf art s ewers instotia�ton,berAT�1{' W11t 6" conneC wIth water diakYj wZQrT ►t��tcllRgfitc��. - S webs � ,T 1"care. "Oleo , —- I m A - ea �� u � � r d Pattarn to he c0St on tap vf GovRr, #orat"It Clan fit H-20 5ectIOn A-A la aF Cot} Ir0„- aloft Lock% p w•b6 ►'lea -µ �n�4roi.nd v � . MATR`L, ASTM A48 CI 35B Cast Iron. 411 gec�+an B B CO'3� I►'&n Fra�re M►rt,We,i b} 210lbs SA HER MANUFACTURI O C IN CIO CIO 3330 MtDaUdALL AVE, EVERETT, WASHIN(3TON 95701 r7oet 9w 51S3 . : 27 ` T � R LOCK_�TG LRILi p,� � t .wl.. c c►frT4 sri-i'wS�„--y 4p+ ice, � I � ! i GRA c TOP Yi' f ) 23;r FRAME jr 23 4 1 GRATE-SIDE VIEW ;i�yr- --•� # 2SO F-000 - ~--L--� :LOCKING- 1824F W& A LOWNG DETAIL �• : xs . IEY�lN6�D �baV�z?1J�xtl�s� 25` ' T7/rr L LI PER F/1tTo wv !L!tl�tPPg 1824 YMM DRAT•MP VIE MAM. UJCTILS ASTII-A48 GR 80-55-()6 FRAME fYl6 i►ap5 OM?ADS YAMFffi GRATE FOR CATCH WN l7 � � � . UVAMN 1424 VANED GRAB- =W�MA;M� La swwo255 WX21tPUPSMW a _ gC o l f .44 `�••�., 1 � t f �r i� � r � r , 23a1r 1824 VANED'G tip Top WEW. _ VANED GRATE PLAN YWED GRATE FOR CATCH WSIN f -"��7 ELEVATIONLl� 16MVE Sir Mc ROLT JL[ i f 824 NAKED GATE- LOCKING �' wee PWF§pe Sewer and Drain Products: Submittal and Data Sheet r Solid Wall Sewer Pipe, SDR35 December 1994 ASTM D3034 Nominal Average Base Minimum Approx Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size (in) Diameter(in) Diameter(in) Thickness(in) (lbs/100') (lbs/100') 4 4.215 3.890 .120 105 107 6 6.275 5.742 .180 234 239 8 8.400 7.665 .240 418 427 10 10.500 9.563 .300 664 677 12 12.500 11.361 .360 933 952 15 15.300 13.898 .437 1387 1415 ASTM F679 Nominal Average Base Minimum Approx. Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size (in) Diameter(in) Diameter (in) Thickness (in) (lbs/100') (lbs/100') 18 18.701 16.976 .536 2080 2120 21 22.047 20.004 .632 2890 2948 24 24.803 22.480 .711 3658 3730 Notes: All sizes are available with integral gasketed bells; 4" is also available with integral solvent-weld bells. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454B or 123646. Gaskets meet ASTM F477. Pipe Design: Pipe meets ASTM D3034 for diameters 4"-15"or ASTM F679 for diameters 18"-24".All pipe has an SDR of 35 and a pipe stiffness of 46 psi or greater when tested in accordance with ASTM D2412. All gasketed pipe joints meet ASTM D3212. Agency Listings: IAPMO (UPC'): Sizes 4"-15'' Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe subjects its sewer pipe to several ASTM tests, including dimensional compliance, impact resistance, flattening, stiffness, and joint integrity. Drainage Products ASTM D2729 Drainline Pipe (available perforated or solid-wall) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size (in) Diameter(in) Diameter (in) Thickness (in) (lbs1100') 3 3.250 3.10 .070 46 4 4.215 4.05 .075 64 6 6.275 6.06 .100 128 SDR 35 Underdrain Perforated Pipe (for solid-wail, see PWPipe ASTM D3034 sewer pipe) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size(in) Diameter(in) Diameter (in) Thickness (in) (lbs/100') 4 4.215 3.89 .120 103 Notes: 1. All pipe is sold in 10 foot lengths; 3" D2729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lengths. 2. All pipe has integral bell solvent-weld joints. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454E or 12364B. Pipe Design: Drainline Pipe: Solid wall and 4"perforated wall meet ASTM D2729.3"and 6"perforated meet ASTM D2729 prior to perforation. Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation. Perforation Pattern: All pipe perforations follow the ASTM D2729 perforation specification of two rows of 1/2"diameter holes with hole spacing of 5" center-to-center. The rows of holes are 1200 apart. Agency Listings: Drainline Pipe: Solid wall pipe and 4'' perforated wall pipe have IAPMO (UPC"') listing. Underdrain Pipe: Pipe is listed by IAPMO (UPCt) prior to perforation. Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. The pipe should be installed with the print line facing upwards to properly locate the perforations. Testing: PWPipe subjects its Drainline and Underdrain pipe to several ASTM tests,including dimensional compliance,impact resistance,flatten- ing, and stiffness. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 (503) 343-0200 FAX (503) 686-9247 r � ` fn-V ._.. _. .. .. _ s�t0 oRr{-FoPM) ,,� 1.0 Poly (Vinyl Chloride) PVC Sewer Fittings shall be manufactured irr, accordance with either ASTM D-3033-79 SUR 35, 5U1-i 41, or ASIM U-:3U34-r8 SUR 42, or SDR 35. 2.0 The purpose GPK fittings are to convey municipal sanitary and industrial wastes, storm water i ur i uff acid n iany other solutions. They are designed to be used in a gravity flow and low pressure application not to exceed 25 PSI 3.0 Chemical Resistance GPK fittings will not be affected by sewer gacac particularly hydrogen sulfide, nor sulphuric acid which is the usual result of chemical waste, when combined with wafer. 4.0 Marking GPK fittings shall be marked with ASTM number, applicable size, IAPMO letters and company name. It shall also have a code number as to the date manufactured. 5.0 Testing GPK recommends a test after installation of either low pressure air or a water inflltration-extlltration test. The allowable Itakdye would be as follows: 5-1 Air Test Not ovar 3.5 PSIG with a posoiblo drop to 3.0 PSIG, the minimum times shall be not more than the following: 4' — 2Y2 minutes 8" — 5 minutes 12" — 71h minutes 6" -- 4 minutes 10" — 6 minura; 1 S" — 9V? minutes 5.2 Water Test When testing for exfiltration the average intemal pressure shall not be greater than 5 PSI and at any part of the totat system shall not be under arty greater pressure than 10.8 N5l or (25 ft. read) The maximum water loss allowance shall rot be greater than 50 gallons per inch of pipe diameter, per mile, per 24 hours. Infiltration testing shall be the sarne allowable as the exfHtration allowable. 6.0 Deflection Test The maximum allowable pipe's fitting deflection should be 71Xz%- Testing for this is unnecessary when using proper con.5tructlon practicc7 and inspection during pipe and fitting installation. It may be used when unstable trench walls cr bottoms, heavy rainfall,frozen soil, high ground water levels, deep lines, or difficulty in attaining compaction is possible. A tol©vision camora or a "gonogo" gauge are some devices 7.0 BackfillIng and Tamping Backfilling should follow closely after assembly of pipe and tittings. 7.1 Backfil ling with proper material is important for side support which enables pipe,fittings and soil to work together to meet designed load requirements. This eliminates deflection and shear breaks due to heavy loads. Approved material shall be used and property compacted continuously above and around the pipe ano fittings as well as belwetn the fittings and trench wall. A cutlhiurr of approved mStCridt up to a minimum of 12" over the fittings and between the trench walls shall be dono in accordance with the engineer's specifications. 7.2 Tamping This shall to done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trench to enable you to compact a larger area around the pipe and fittings to the density conslsiert with the orlglnal ground Sur lace conditions G 3 ' F[LF No.084 06/2"4 '99 10:20 ID:Palmer Coking Coal FNX:42 432 3883 PAGE 2 ui KING COUNTY MATERIALS LABQRA ORY D c 155 Monroe Ave NE, Bldg D o N Renton, Washington 9805E-419 't5 U d 0. r� c. ii C] 296-7709 \F'a]Cf 296-t}179 �, ! +� COMNANY F } � PALM=1ti CO . G N 11 � 13CACK p1�-lYl.�..t"D, ti'•l,'44zH1N GTON + PROJECT INTO. Z- PROJECT-221m DATE SAMPLED -/3--2 4^.,SAMPLED BY �0,,,d r� vas NO FIELD SAMPLE NC. TYPE or 114ATERIAL NA,,IE Sr. LOCATION OF SaU-CE SAMPLED AT Af'>'ti CRUSHED BY % Rr_QU I RED % -tot' REQUIRE.[ % S(i:VL WEIGHT SPEC. PASS, FI2AGT. SIEVE W[;IGHT SPEC. PASS. I-'[tAC - oo .5-4 .3 3 C° a + 4 v VY 4 d P G 1/q ` a4.6Z Sao G¢ 1 " 4 ;-4 p .2 3 4144 3� SAN EQUIVA:,1✓1`iT $c. LIQUID LIMIT PLASTICITY INDEX C702. _07 1 Does / Does Noy Mat..ria ;a SpeClf i�'atiQ17S - -,� By DATE `T/ -`.� TESTED BY F I LF No.084 Olt;24 '99 10:20 I D:F'a I-re r Coking Coal FAX:425 4.?2 3883 --'I�GF 1 t PALMER COKING COAL COMPANY UACK DIAMOND, WASHINCTON 98010 Perticla Size Analysts Worksheet Job Nerve' PCC Job No: 0900-OG4 Da"'. 7*M Tested BY: 745 00"No: Pat gr" Sample No: Depth: Sou Description: pray b areal line 9mve1(OP) WSDOT 9�03.1 AC Grading N8 AAolature�Cc relent -200 wash Pan N D7 Pan 1f 07 Pan*Wei 5011 1383.00 Fan+Wet Soil Lware 1372.10 Pan+ Salt 1272,10 Pan+ Soil tter 13612.50 " t shoo Loea 10.90 -2w From Wash 2.e0 Pan Wt. 228.34 Pan VA. 228.34 Dry S441 V& 1143.70 C S011 Wt. 1143.76 Motsord Content 1.0 96 of.200 0.2 Total Wbshed Sd1 Wt, 1141.16 swe Analysis Froollonal Sa r 7rAal Sa a Summery Sieve Accum.Wt. Accum.Wt. SIOVa fi clficstkns $txe Retained RvWhad 96 Retained %Pod Size %Pass Minlmum M mdmurn 3,0" «••,•••••• 0,00 0.0 100,0 3,0" 100.0 3!4" ++++,• •••• 000 0.0 10010 3/A" 100.0 Ill •••••••"••, 0.00 0.01 100.0 112" 100.0 100 3!8" .... ` 4M.29 40.2 59.3 3JF}" 59.8 85 100 N4 1113,00 97.4 2.8 #4 2.8 ; 10 30 08 19.97 1134M 99.1 019 #8 0.9 0 10 *10 24.60 1138.6B 99,13 0.4 016 0.4 0 5 #40 28.01 1140.EB 00.7 0,31 #40 I).3 680 26.44 1140.52 99.7 0.3 #w 0-3 C00 26.74 114012 99.7 C.3 W 00 U #200 26.96 + 1141.06 90.8 0,21 1 4200 0.2 Pan1 1141.19 Clasalticatlon Data Deacripdan _ 10,1 Total Gravel Coarse fine $and Coarse Medium Fine Sea Cleasllloation: pray brawn Ana gravel VT GwkVnnlnaers TWOS Pape 1 D.A. ZULUAGA CONSTRUCTION, INC. Project: Shattuck Avenue South Stormline Replacement CAG-99-066 Contractor: D.A. Zuluaga Construction, Inc. Owner: City of Renton Engineer: City of Renton, Greg Zimmerman P.E. Ronald Straka P.E. 1. 5.04.2 Asphalt Concrete Pavement Materials 2. 7.04.2 Storm Sewer Pipe Materials 3. 7-05.2 Manhole and Catch Basin Materials 4. 7-17.2 Sanitary Sewer Pipe Materials 5. 7-17.3(1)B Pipe Bedding 6. 7-17.3(3) Backfilling Storm and Sanitary Trenches 652 S.W. 143rd Seattle, WA 98166 (2o6) 242-1240 Sent by: MA Segale, Inc. 2085750319; 06/02199 9:47AM;ej&j #18; Page 11, 23$ SAS 1383 P. 1 / ;r.29 'x aN TEST Or: A.C.P, JQ3 !!IX r.SIGv WORX ORDER Y0: Opss16 C C�.ls"S A LAB rfl NO; QC0020493,0 r RE.CVO Kr's; 03/11/99 NO: 68004 0: 161 "IX IO NO- C6973 tON: J-r KXF01a5Yri frwy viz B71) ITEM -•C:.':fTRXGTrR'S P4084S.'�iZ.r-w-"_�•.#�,►_Y„r�+_t_� MaC'3: M,:r. AGG 2/4 BU-NO SAND Scarce: A-404 A-.�6v Cdz3?lt8d SQZCl�.GaCiD1`S -454 Ratia: 804 4 7.0 k 21.0 A3 � 10C.0 100,0 L00.3 3f4 100-0 IC0.0 10C.0IQO 1/2 97-0 100.0 10C.0 100 ]Cq 313 84.0 97.0 104.0 98 90-10C 1, k 63.0 7b.D .10. $7 75-9Q 0 iC 27.0 2I.0 0.0 69 55-75 za L2.p 9.0 37.0 3< 3o-Cz ZO 5.4C 4.i0 15 11-24 Asp, t by Ott o: Teal Wx: 4.� Staai3.Cmeter "s^ Val 4-8 5.2 CCh".4vester ^C" Value: 39 ;rS 39 31 30 Z3 DersitY (lbsiaf) : iT- L85 2i; :30 145 14E.8 L48.6 L4i; r VDid-s - v04=0 i..'t r!1%: a.l 4.' .SO.j 144.7 250.2 Voids ir. MinaraZ A,c : 15.1 L 2 3.9 T 2.0 1.5 0.5 ".dX De:'«Sat t, 1G.5 13.2 .i.a IS.i 15.E #Rw G7-i' 2..�i�.2 -r`.�..9' 154.5 �.C:"1':IA:t STTt:rp�NG EVAi01 LA'I'ICN+- sua. A 1149 i/Z$ sJafi 3t ppea:arse: UWE )ICNTz XMIT C:r� E lr Reta:red St_arcjth: 54 as NDiV� 9. 96 99 _#_R-,e-#-*..�-t�►�#�r-�-+►-4-�r_r-.REGJDL`E`..1"7I}A_ Asprslt (by tat�l A.;x] RIC�;S51 C:: BEA Srads Of Asp%alt PG84-2I t Ar.�i SC.~xp (by wt asph? C.2$ r± Anti pe CL Str-p ARTt-M:Z $x. ?en�1Zy asls/c� 254.Z F'4CnaCe Correction Factor: 9.64 Zesar3".S '�a3$�iar•CerS: T1SQ-L !late.tais FLZQ ... BiGsa:,rtatEs Seet io�rt x 2eRioZ: Olympic '-" 0--M;s C. Sackson, P-E. n;strator OI X T'7s Natzr.a'-s &-mizear z_a�s & By: DZA16 M. dur.y' -+.� Hancor,Inc. Drainage Hanc'book Specifications ♦ 1-6 HANCOR SURE-LOKO WT PIPE SPECIFICATIONS Scope This specification describes 4-to 60-inch (100-1500mm) Hancor Sure-Lok WT pipe for use in nonpressure drainage applications. Pipe Requirements Sure-Lok WT pipe shall have a smooth interior and annular exterior corrugations. • 4-to 10-inch shall meet AASHTO M252,Type S. • 12-to 48-inch (300 to 1200 mm) shall meet AASHTO M294-97,Type S. • 54- and 60-inch (1350 and 1500 mm) shall meet AASHTO MP7-97. • Manning's "n"value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lok(bell-and-spigot)joint meeting the requirements of AASHTO M294. The joint shall be watertight(rated) according to the requirements of ASTM D3212. 30"through 60" pipe joints shall be watertight according to ASTM D3212 with the exception that the joint be tested using 5.0 psi (34.5 kPa) and the test apparatus shall meet the ASTM C1103 requirements. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 104' Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. Joints shall remain watertight when subjected to a 1.5° axial misalignment. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M294. Fabricated fittings shall be welded on the interior and exterior at all junctions. Material Properties Pipe and fitting material shall be high density polyethylene meeting ASTM D3350 minimum cell classification 324420C for 4-through 10-inch diameters or 335420C for 12-through 60-inch diameters. Installation Installation shall be in accordance with ASTM D2321 with the exception that minimum cover in trafficked areas shall be one foot(0.3m). Pipe Dimensions Nominal Diameter. in mm 4- 6 8 10' 12 15 18 24 30 36' 42' 48' 54' 60' Pipe I.D., in. mm 100 150 200 250 0 375 (600 750 900 1050 1200 1350 1500 4.7 6.9 9.4 11.9 14.2 17.7 21.5 28.4 36.0 41.4 48.0 55.0 61.0 67.3 Pipe 0.D.,in. (mm) (119 175 239 (303) (361 450 546 721 914 1052 1219) 1397 1549) 1709) 5.1 7.4 9.8 13.1 15.4 19.6 23.9 29.9 37.9 43.6 50.8 57.4 66.0 73.7 Flare O.D., in. mm 129 188 249 333 391 498 607 759 963 1107 1290 1458 1676 1872) 0.64 0.73 1.02 1.67 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 7.8 Pitch, in. mm 16.2 18.5 25.9 43 51 61 76 102 102 (117) 1 (147 147 198) 198) Approx.Weight, 0.44 1.03 1.6 2.1 3.3 4.7 6.2 10.7 15.6 18.8 24.7 29.1 34.6 42.0 Ib/ft, N/m 6.4 15.1 23.3 30.7 48.2 68.6 90.5 156.1 227.7 274.4 360.5 424.7 504.9 612.9 Corrugation Annular Perforations All diameters available with or without perforations 'Check with sales representative for availability Hancor, Inc., August, 1998 06'22/99 17:19 PAX 2534714747 PIPE Inc SALES [A 002 MPacific International Pipe Enterprises, Inc. RO, Box 9156 - Tacoma. wA 98409 roeol fomll(rownecr componv.....Ct)0nV ging our people ,o moke v difhsrence UTILITY VAULT STRUCTURAL NOTES _CONCRETE: Minimum 28 day Wmpressive strength (F'c)= 4500 psi. DESIGN STANDARDS.- ACI-318-95 AASHTO-97 ASTM C9131C858 REINFORCEMENT: Bars #348; Grade 60. Welded wire fabric -4 x 4 w 2.91w 2.9,Grade 60- DESIGN STANDARDS: ASTM A-615 ASTM A-82, A496, A-185 L014 S, H-20 wheel load with 309/4 impact factor 20,800 lbs districted over 10"x 20" surface footprint Maximum soil cover=5'-0- GENERAL: Method of back filling shall not create pressures greater than the above mentioned design loads. Placement of fabricated doors/hatches not recommended in high speed traffic or braldng situations- Materials: ASTM S'tancfard- Supplier: Cement-Type III C-150 Tillbury Cement 3/4"Washed rock C-33 Lanestar NW Concrete sand C-33 Lonestar NW Damcem 19 C-494 W.R. Grace ( super plastic(aer) WRDA 64 C-494 W.R. Grace (water reducer) Daravair 1000 C-260 WR- Grace ( air entrainment) Reinforcing mesh A-185. A-496 Davis Wire Reinforcing rebar A-6 15 Davis Wire Joint seal AASHTO M-198B Con-Seal copKighr, Pipe,Inc-, 3193(CAC) The Northwest's leading MoMrfc4turer of Quality Concrete Products OR v7756 p e� .0.Oar 1 1305,Ponrod. dA 9741 i P.O.B6s SQ40. Salem.OA 97304 P.P. Ba:P156, rotowo. U11 V3404 a33 5 E.Flrsc St..Rcerwo++d. ;so3)etas-4301 - (500)509-7473 0-5)5D5-7550- I-bo0-05R-0339 (253)475•aD66 - 1-wo-wT-5335 (541)92.3-6063 Foi(5(13)£66-0W0 For(503)3A4-8526 fw(PS3)471-4719 for(541)ga3,6115 06/22/99 17:19 FAX 2534714747 PIPE lac SALES [a 003 V,12-&2C "S"Enedsion Units Available in 6', 12'or 24'heights. Used to adjust to a maximum catch basirl heights of Tcnished grade to pipe imerL. r" 32 Base Sechuns This unit is provided+With 18'diameter knockouts on all four sides_ SpeCilir�tlDltS All units we manufactured to the speCificationS 3' * of the Department Cif Transportation and the AMA Standard Plan B-1 Q. r Weigbt Base-2,12D lbs- s,'. .- 24"Riser-1.638 lbs. ;• r . ':s 12"Riser—m 14s- :.4 rf 6"Riser-415 lbs. 5" Pacific Intematilonal Pipe Enterprises, Inc. 4WI S.OrctWd 755 N.E.UNUMaBNd. SM Dense Hwy.N.W. p.a,8=9156 P.D.BOX t 1905 P.O.Box$249 Tacnffm.WA mmo!] Pedwid,441 9721 t -%kqn,OR 97304 (2na)4754Ma(TAC) (saa)2A< mt {sots}sas-mw (209)623-7772(SEA) f8M 634-0139(WATS) (80M 452-CM(WAYS) (MM M-5338(WAYS) (503)288-mm(FAX) (503)3624S26(FA) (206)474-7631(FA)) 24 06/22f99 17:20 FAX 2534714747 PIPE Inc SALES lih004 Admik 22-1IT x 26.1/2"Asce. Top Stab 8"thick.Round or rectangular openings are provided where needed. Precast Sections Units are available in 1'through 5'heights. 1, Standard jointing is by rubbergasketS-Steps are available cn request Litt hales are provided in all units- Base Sections }+� Base sections are available in 2'through 5' heights_ Knockouts 4'&5'bases and 3',4'&5'sections are availabie 6"or 12" r with varimu5 knockout cantgurations.Special knockouts or blackouts are available on request �� :.y Specifications `-�-' `-,f, All units are manufactured to meet the requirements of ASTM G-443,the department of Transportation and APWA Standard Plan 8-1e. Weights 1'to 5' 48'x2' Base-2,2W lbs. Additional footag"20lbs.pertt 48'Sections-920 lbs.per ft. 21= •- 48NB'Flat Slab Top-1,900 lbs. 3'.4'or 5' 4'or 5' SM M+ a 2',3'or '_, .I 2'Sid. r.N As Requited -, Sam L — 5" , ■ w Cp Pacific International Pipe Enterprises, Inc. 4001 R.Arolmd 755 ALE_C OILM A aw. sa32 Dallas F(wy.N.W P.A.Box 915s P.A-8=113M P.O.8=3249 Tacmnr,WA BUM Pordand.OR 97211 Slam,OR 97904 (200)47&MB(1'ACy OR SS5-7350 (M)e23-7772(SEA) (OW)634•G1 (W7-3) (Soo)4524339(WA75) (800)922-533e(WATS) (503}gas-MM(FAX) (ses)3624M(FAX} R0s)474-7031(FWQ 28 ,r•.ae r+ vv..b,� VLra ,tieo.�n4Cl�ov1 WrtM! 3r�nitgM+� . AWRY fhli+011pE}pn�, Or U12h1F�VVh14rf in Gatilf1tr.+16j�r w,}� shorn' 9YveY3 Init6It kCpnrer''WokT4V('Wh!r eon►,eG#'on w)th ��++atier dislf�bu�r�prf 1r1�to�t�Fto�, 6 Webs - Qmp El Mon-Skid Pattern on top gf cover, wra.rvie C'�1a++ . 'Aechm �. . ets It. 20 1AAd ii*g' Section A-A cc�� ;Fbb Cast' Iran- waft LOcktn CBvr,r J11, cai46 [irovrid MATR'L: ASTM A48 C1 35$Cast Tro«. �'� ra sec#+an 8Y� Cosf Iron Frg'Mift f4mMei' 1f xiolbs.r SAT DER MANUFACTURING' C ., �INCI 3330 MCODUOAR AM ' EV ETT, WASHINGTON 46701 r?C'el��4-yl7Y l�i1 �f3/t121J�'tilti' c LOCK: t ~ t_ CK_T SG DRILL A � - 7 � �---- +i ) .w. Yr Ie 'r- � j I I i o' C FEE vr Yet 71r. f �t�y Ir GRATE'SIDE VIEW *-"� J+'- ;ICY _° r N FUW W 2.r 7 Yr � � I r7L f � 1 i +4iL Z My 4olt!}TMpp� ! 2 alf I F I J14 1824 VANED GRATE-Mp VIEW { MAnL: UJCTILS AS -A48 GR 80-55-06 FRAME t ORM VANED GRATE FOR CATOf WN 7711jr1winvir rip. 1024 VANES GTE- HOLOINC i WO 2 SS 5,Arx 2 I/T&W SUY ,'}xnor,,,'_ 4 ' 1 1824 VANED GRAB_TAP VIEW k �f YALNEED GRATE PLAN IAZ '/AMED GRATE FOR CAM, $ASiN If'ij 'F 2 ! I EUVAT70N f 1824 VANED GRATE- LOCKING LOCIaNG DETAIL ,d BOt7 PWFipe Sewer and Drain Products: Submittal and Data Sheet or Solid Wall Sewer Pipe, SDR35 December 1994 ASTM D3034 Nominal Average Base Minimum Approx Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size(in) Diameter(in) Diameter(in) Thickness(in) (Ibs/100') (lbs/100') 4 4.215 3.890 .120 105 107 6.275 5.742 .180 234 239 8 8.400 7.665 .240 418 427 10 10.500 9.563 .300 664 677 12 12.500 11.361 .360 933 952 15 15.300 13.898 .437 1387 1415 ASTM F679 Nominal Average Base Minimum Approx. Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size(in) Diameter(in) Diameter(in) Thickness(in) (Ibs/100') (Ibs/100') 18 18.701 16.976 .536 2080 2120 21 22.047 20.004 .632 2890 2948 24 24.803 22.480 .711 3658 3730 Notes: All sizes are available with integral gasketed bells; 4" is also available with integral solvent-weld bells. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454E or 12364B. Gaskets meet ASTM F477. Pipe Design: Pipe meets ASTM D3034 for diameters 4"-15"or ASTM F679 for diameters 18"-24".All pipe has an SDR of 35 and a pipe stiffness of 46 psi or greater when tested in accordance with ASTM D2412. All gasketed pipe joints meet ASTM D3212. Agency Listings: IAPMO (UPC''): Sizes 4"-15" Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe subjects its sewer pipe to several ASTM tests, including dimensional compliance, impact resistance, flattening,stiffness,and joint integrity. Drainage Products ASTM D2729 Drainline Pipe (available perforated or solid-wall) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size(in) Diameter(in) Diameter(in) Thickness (in) (Ibs/100') 3 3.250 3.10 .070 46 4 4.215 4.05 .075 64 6 6.275 6.06 .100 128 SDR 35 Underdrain Perforated Pipe (for solid-wail, see PWPipe ASTM D3034 sewer pipe) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size (in) Diameter(in) Diameter(in) Thickness(in) (Ibs/100') 4 4.215 3.89 .120 103 Notes: 1. All pipe is sold in 10 foot lengths; 3" D2729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lengths. 2. All pipe has integral bell solvent-weld joints. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454B or 12364B. Pipe Design: Drainline Pipe: Solid wall and 4"perforated wall meet ASTM D2729.3"and 6"perforated meet ASTM D2729 prior to perforation. Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation. Perforation Pattern: All pipe perforations follow the ASTM D2729 perforation specification of two rows of 1/2"diameter holes with hole spacing of 5" center-to-center. The rows of holes are 1200 apart. Agency Listings: Drainline Pipe: Solid wall pipe and 4" perforated wall pipe have IAPMO (UPC ) listing. Underdrain Pipe: Pipe is listed by IAPMO (UPC°) prior to perforation. Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. The pipe should be installed with the print line facing upwards to properly locate the perforations. Testing: PWPipe subjects its Drainline and Underdrain pipe to several ASTM tests,including dimensional compliance,impact resistance,flatten- ing, and stiffness. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 (503) 343-0200 FAX(503) 686-9247 �y t E 2v'' H.G. FUTAILER - BELLEVUE I.I 206 641 13885 R f C , �9d�1 n } r i �Y+''•'! �� J:lam ?� , .` • • _..Yr__..___:'�._ .. � .. --t, ^-`•_ - s..((�� .�'C.a S..C'I:�:C L .:I'll _. �1 '"";.. •.,�.-•a ry ,a.�yv.'.T' �—..�._.,".�'�-.':.i;::!_ iv.. �'c:.,i!5..:}"`Fww'r?1-F•..�t .i!'x{,...�,,. i I 1.0 Poly (Vinyl Chloride) PVC Sewer Fittings shall be manufactured in accordance with either ASTM D-3033-79 50R 35, SDH 41, or AS TM D-:3U34-r8 SDR 42, or SDR 35. 2.0 The purpose GPK fittings are to convey municipal sanitary and industrial wastes, storm water I ur r uff and many other solutions. They are designed to be used in a gravity flow and low pressure application not to exceed 25 PSi. 3.0 Chemical Resistance GPK fittings will not be affected by sower gases pnrtimilarly hydrogen sulfide, nor sulphuric acid which is the usual result of chemical waste, when combined with water. 4.0 Marking GPK fittings shall be marked with ASTM number, applicable size, IAPMO letters and company name. It shall also have a code number as to the date manufactured. 5.0 Tenting GPK recommends a test after installation of either low pressure air or a water infiltration-exultration test. The alluwaUlc; leafage would be as follows: 5_1 Air Test Not over 3.5 PSIG with a possiblo drop to 3.0 PSIG, the minimum time shall be not more than the following; 4" — 2Y2 minutes 8" -- 5 minutes 12" -- 71h minutes 6" -- 4 minutes 10" — 6 minutes 1 S" — 9rh minutes 5.2 Water Test When testing for extiltration the average internal pressure shall not be greater than 5 PSI and at any part of the total system shall not be under arty greater pressure than 10-8 f 5!or (25 ft. head). The maximum water loss allowance shall not be greater than 50 gallons per inch of pipe diameter, per mile, per 24 hours. Infiltration testing shall be the same allowable as the exfiltration allowable. 6.0 Deflection Test The maximum allowable pipe's fitting deflection should be 71f2%. Testing for this is unnecessary when using proper construction precti=,and inspection during pipe and fitting installation. it may be used when unstable trench walls or bottoms, heavy rainfall,frozen soil, high ground water levels, deep lines, or difficulty in attaining compaction is possible. A television camera or a "gonogo" gauge are some devices rrcPd. 7.0 Backfilling and Tamping Backfilling should follow closely after assembly of pipe and fittings. 7.1 Backfilling with proper material is important for side support which enables pipe,fittings and soil to work together to meet designed load requirements. This eliminates deflection and shear breaks due to heavy loads. Approved material shall be used and properly compacted continuously above and around the pipe;and fittings as well as between r the fittings and trench wail A Qus!iiui i of approved material up to a minimum of t 2"over the fittings and between the trench walls shall be done in accordance with the engineer's ;specifications. 7.2 Tamping This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trench to enable you to compact a larger area around the pipe and fittings to the density cons!sxent with the original ground Sur IaLt3 conditions. I i G3 FILE No.084 06/24 '99 10:20 ID:Palrner Coking Coal FAX:425 432 3883 PAGE 2 KING COUNTY MATERIALS LABORATORY N � Is5 Monroe Ave NE, Bldg I} 4 6' hington 98056-4199 — c� �•�,' �� Renton, Was j 09 tFaXL 296-0179 c3 LaL 0 296-77 ! CO ",!,,. G , . cOMPANY PAM=R BLACK pI�lv0�t�:p, 1,", ASHINGTON � g8I;1Q / PROJECT DTO. �brr G�Z PROJECT ��d�,G G��, ��a� cr..�cs/•y LAB ND. DATE SAMPLED & -/-3 `j 4 SAMPLED 'By � ••>es I� FIELD SAMPLE NO. TYPE OF MATERIAL�c-�✓� r�rt�a u/ {{ NA.NtE s. LOCATION OF sau�cE /� EL.• �lCG SAMPLED AT "� Ae CRUSHED BY fi�f�l � � R)rQU I RED � % REQUIRE[, EQ [RF[ 95 SIEVE WGIGIIT SPEC. PASS. FRr kCT. SILV'E WLIGH7' SPEC. PASS. ['RACY. 3 3 r e 4 w � -3 1/q ` ;z4,(.t 4 a " 4 a.4 D .2 - 3 4� 44 3 SAKI)EQUIVALENT_ Or. LIQUID LIMIT PLASTICITY INDEX 'j'+eH REMARKS. REF ASTM C t 17 � }� 12 6 C702 Does Dots Not /* -f b c.. MaterialT) �, '��jui+.arlq� orb � � :!t Specifications . By DATE 4Y/r �` 'S'BSTED BY FILE No.084 06/24 '99 19:20 I D:Palmer Coking Coal FI X=425 432 3883 NGE 3 PALMER COKING COAL COMPANY P.O. Pox t'j BLACK DIAMOND, WASHINGTON 98010 Particle Size Analyala Workaheet Job Nsma: PCG Job No-, 0900 004 DOW, 7UO Tested By: 7AS BorkV No: Pea gravel &wVle No: Depth: Sd peschptim; Gray b aWn Oft graVsl(GP) W SDOT 9-M.1 AC Grading#B Molature CCc relent -2W Wash Pan* D7 P n N D7 Pan*Wal Sa11 IS83.00 Per+Wet Sol Before 1372,10 Pan+DW Sall 1372.10 ' Pan+Dry Soil R t 389.50 " Moisture Low 10.80 -200 Fmm Wash 2.W Pan Wt. 228.34 ' Pan VA. 228- 34 Dry Soil VA. 1143.78 Dry Sail VYt. i 143.76 Molsturs Content 1.0 %of-200 0-2 Totsl Washed Sall Wt: 1141.16 Sieve Analyels FY Fraotlonal saSa r Totel&a a Summa Siva Aacum.Wt. Accurn.M Sieve sped size Retained Ralatneci 96 Retained °4 F Size 96 Fria minimummaximum 3 0» .... 0,00 0.0 100.0 3,0" 100.0 314" •+++•*„,•• 0.00 0.0 10010 3!4" 100.0 1 H++•*•••• 0.00 0.0 100.0 V7 100.0 100 • ,.•...••••. q_W2 4a2 59.8 3V 59.8 85 soo 94 ••••"++••►• itt8.90 97-4 3,01 #4 2.8 10 30 118 1%97 _ 1d.0 130 99.1 0.9 #8 0.9 0 10 *18 24.6a 1138,66 99.0 0.4 016 0-4 0 5 rM40 28.01 1140.08 90.7 0.3 #40 0-3 *80 26A4 1140.62 99.7 0.3 #W Q3 i1 28.74 1140-t32 99.7 0.3 #100 0-3 •200 20.96 1141.06 $A.8 0.2 #200 02 Pan 27.46 1141,16 C1assiflcatldn Data Descrt don otel Gravel Coarse 0.0 Fine 97.4 Sand Goa(" 1.8 Medium 0.5 Fine 0.1 �00 0.2 b6h Clmsslfipatlon, oral/brawn One gravel(GP) GeoEnglneors 71"B Pagel D.A. ZULUAGA CONSTRUCTION, INC. Project: Shattuck Avenue South Stormline Replacement CAG-99-066 Contractor: D.A. Zuluaga Construction, Inc. Owner: City of Renton Engineer: City of Renton, Greg Zimmerman P.E. Ronald Straka P.E. 1. 5.04.2 Asphalt Concrete Pavement Materials 2. 7.04.2 Storm Sewer Pipe Materials 3. 7-05.2 Manhole and Catch Basin Materials 4. 7-17.2 Sanitary Sewer Pipe Materials 5. 7-17.3(1)B Pipe Bedding 6. 7-17.3(3) Backfilling Storm and Sanitary Trenches 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240 Sent by: MA Segale, Inc. 2C65750319; 06!02199 9:47AM;J&ffj&-#18; Page 1/1 _.. --- .,..,� �vtL 236 Gab 1383 P. t .J �4 FAX:2535 U^I =A�; i TEST OF,- A.C.?. JQ$ I!!X r WORM CRD$R Y0: 003526 3.5IG:� C�.IsS A LAB :0 NO; Qdoazo4s2a a��zz sa.�s�: 03/04/91 r ' RAM) KCS: 03/11/94 RAMSMIT,"A . .40: 6ea104 4: Isi iK�X ID u0: C6171 -•-R�r4r-;JCT XAM451N HwT viz BTZ ITEM NO: BLP-,;v SAND Source: A-464 A-464 Cb�birea S?cci�:cativris 2atia: 60.0 $ A-454 :.0 � lOC.O I00.0 100.3 314 I00.0 1CO.d i0o 112 97.0 tQQ.O 10C.4 100 log 313 84-0 97.0 98 90-10C V4 63.0 100.0 87 75-90 IC �6.0 100.0 27.0 21.0 $3.0 69 55-75 ,to 12.0 9.0 37.0 34 30-42 zo^ 5.4C 4.¢0 t5 1.1-24 1.20 4.8 j-7 R,I:OR': �lii�,:.YStS-+�-AStsapbs ii;c5rbcya tefirt "S^T:VCzaagi fx: . 4.8 5.2 a.•y-t_..r.a�r.a- 6..r539 39Ccheiveater "Cutva 10J Lie: ZS7 =�= Z5.' 243 .so - r 45 emsity o.+ q� i Voids < 14C.8 L48.6 I4$'- YOj',;„S"B i.'i IRl%: - '. .50.2 '4,9.7 15050.2 r. 1 Vaids - lSineral Agc: 3.9 2.0 1 .5 0.5 xax veM$ity Iz-zm R Ca: 13 15..1 �4.5 I5. 2 Z4.S IS.I 15.d 5'. ?:��NG 154.5 Rp >r, , 0$ Si2d. �i Yj4� Z/2$ 3J4$ ?$ t�Pea��."c�: :1flY� `;Ct3H %Tc�'E :rC:r� NdtV Reta.red st_arcjth: 54 88 9: S$ 99 _#_t-,�-#_x-.t-t+ate#�*-'r-t-4..►�♦-. r s+:psiiar � GJp�:L..17f3A=' CH$"trRO:� Asphalt (by ta=.21 aixj Rsc�!951 UM-Z. Trade of AspY:a?t 5.3 K64-22 1: Rr $`r!P (bY wt aspt,, C.25 hype CC "t4 St,4p AR?t-ts;?. "max. �ess�izy lnsjc� is4.Z Nr"Cu Derr eetioA Factor-, 9.64 iesacrlcs !ld�B�1.a1S Fi.IQ T16D-1 BiCs�s:.rtattS Sectio�`�"^'x -j¢S� 2eaimj. Olympic 2�.2- D=m4s C. Sackson, p.E. rs°stratcr T'7S' rlatzria'_S Engineer rlals ay- Des�AiS M. Du::y. P.£.j X. MORIs;?zC~"' " (36c) 70s oace:,�lZ�i/.1� Hancor,Inc. Drainage Handbook Specifications ♦ 1-6 HANCOR SURE-LOK® WT PIPE SPECIFICATIONS Scope This specification describes 4-to 60-inch (100-1500mm) Hancor Sure-Lok WT pipe for use in nonpressure drainage applications. Pipe Requirements Sure-Lok WT pipe shall have a smooth interior and annular exterior corrugations. • 4-to 10-inch shall meet AASHTO M252,Type S. • 12-to 48-inch (300 to 1200 mm) shall meet AASHTO M294-97,Type S. • 54- and 60-inch (1350 and 1500 mm) shall meet AASHTO MP7-97. • Manning's "n"value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lok(bell-and-spigot)joint meeting the requirements of AASHTO M294. The joint shall be watertight(rated) according to the requirements of ASTM D3212. 30"through 60" pipe joints shall be watertight according to ASTM D3212 with the exception that the joint be tested using 5.0 psi (34.5 kPa) and the test apparatus shall meet the ASTM C1103 requirements. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at 1040 Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. Joints shall remain watertight when subjected to a 1.50 axial misalignment. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M294. Fabricated fittings shall be welded on the interior and exterior at all - junctions. Material Properties Pipe and fitting material shall be high density polyethylene meeting ASTM 03350 minimum cell classification 324420C for 4-through 10-inch diameters or 335420C for 12-through 60-inch diameters. Installation Installation shall be in accordance with ASTM D2321 with the exception that minimum cover in trafficked areas shall be one foot(0.3m). Pipe Dimensions Nominal Diameter, in mm 4- 6 8 10' 12 11 15 18 24 30 36' 42' 48- 54' 60' Pipe I.D.. in.(mm) (100 150 (200 250) 0 375 (600) (750) 900 1050 1200 1350 1500 4.7 6.9 9.4 11.9 14.2 177 21.5 28.4 36.0 41.4 48.0 55.0 61_0 673 Pipe O.D.,in.(mm) (119) (175 (239) (303) (361 450 546) 721 914 1052 1219 1397 1549 1709) 5.1 7.4 9.8 13.1 15.4 19.6 23.9 29.9 37.9 43.6 50.8 57A 66.0 73.7 Flare 0.D., in. mm 129 188 (249) (333 391 498 607 (759) (963 (1107) (1290 1458 1676 1872 0.64 0.73 1.02 1 1.67 2.0 2.4 3.0 4.0 4.0 4.6 5.8 5.8 7.8 7.8 Pitch, in. mm 16.2 18.5 25.9 43 51 61 76 102 102 (117 147 147 198 198 Approx.Weight, 0.44 1.03 1.6 2.1 3.3 4.7 6.2 10.7 15.6 18.8 24.7 29 1 34.6 42.0 Ib/ft, N/m 6.4 15.1 23.3 30.7 48.2 68.6 90.5 156.1 227.7 (274.4 360.5 424.7 504.9 612.9 Corrugation Annular Perforations All diameters available with or without perforations 'Check with sales representative for availability © Hancor, Inc., August, 1998 06/22,'99 17:19 FAX 2534714747 PIPE Inc SUXS 13JU02 . MPacific Internationei Pipe Enterprises, Inc. P.O. Box 9156 - 7acomo. wa 984M [ocol fp nikvcwned cornponV.....dnheo9m9 our PeoPfc .a moke o d1f9`erence UTILITY 'VAULT STRUCTURAL NOTES CONCRETE: Minimum 28 day compressive strength (F'c)= 4500 psi. DESIGN STANDARDS. ACI-318-95 AASHTO-97 ASTM C9131CS58 REINFORCEMENT.- Bars #348; Grade 60. Welded wire fabric -4 x 4 w 2.91w 2.9,Grade 60_ AESIGN STANDARDS_ A.ST&f A-615 ASTM A-82, A-496, A-185 LOr1DS, H-20 wheel load with 30°!a impact factor 20,900 lbs distributed over 10"x 20" surface footprint Maximum soil cover= V-0" GENERAL: Method of back filling shaU not create pressures greater than the above mentioned design leads. placement of fabricated doors/hatches not recommended in high speed traffic or braking situations_ Materials: A STM Standard: Supplier: Cement-Type III C-150 Tiilbury Cement 314"Washed rock C-33 Lonestar NW Concrete sand C-33 Lonestar NW Daracem IS C-494 W.R. Grace (super plasticizer) WRDA 64 C-494 W.R.. Grace (water reducer) Daravair 1000 C-260 W•R- Grace (air entrainment) Reinforcing mesh A-185,A-496 Davis Wire Reird-Orcing rebar A-6 0 Davis Wire Joint seal AASHTO M-198B Con-Seal copyright Pips,Inc_, 3193{TAQ The Northwest's leading Mor►urocturer of Duolity Concrete Products 1305,Parcloe.y. OA 4741> PO-00,SPao. Sal,OA 973U4 P.O.86s P)58, rOCOrnO. UJ�9840o a33 5 f.fltYt$t.,Acdnoibd. OR 97756 (503)>Z6S$;�{ - (rSpO)509-7473 (Soy)505-7351D- %.ZOOA5R413Sy9 (253)475.6565 - 1-wo-wr-5336 FOR (S03)266-0603 Fl)■(503)3,62-aSW For(4S3)471-47349 Fpr("l)Qg3bt15 U6'22,199 17:19 F.i3 2534714747 PIPE Inc SALES 14003 i TYPE I CATCH - 13ASIN G",12-&24" `S"EX1211sion Units Available in G. 12'or 2T heights. Used 10 adjust to a maximum catch basin heights of 5'-0' Unished grade to pipe invert. 3Z' 36- Base Seal'on S This unit is provided with 18'diameter a knockouts on all four sides` S�ecfications Alf units are manufactured to the specifications F of the Department of Transportation and the APWA Standard Plan B-1_ 42` weigin Base-2.120 lbs. `�ti 24"Riser-1,538 lbs. r s 12"Riser-M lbs_ 6'Riser-415 Ibs. r _ Paci[ic Intemational Pipe Enterprises, Inc- 4WJ S.orttiard 755 N.E.CauffVABWd. &M Dellae Hay.M.W. ".am 9156 P.O.Sox 1150.5 P.O.Box 5249 Tamura.WA 96409 PordaM,OR 27211 Sakgn,OR gma ('2w)47588M fTAC) (5M 285-091 (503)sag- 50 (206)6757772(SEA) J8M 634IM39(WATS) (800)452-0339(WATS) (WM 022 5338(WATS) (ins)ewe-OrM iF u) (503)362-8526(FA)p (206)474-7931 (FAX) 24 06/22/99 17:20 F.AX 2534714747 PIPE Inc SALES Q m t 8 TYPE 2 CATCH BASIN 22-112"x 26-1/2"Ace Top Stab 8'thick.Round or rectangular openings are �� ' `' ► provided where needed. 4 9a �} Precast Sections +` i Units are available in 1'through 5'heights. Standard Jointing fs by rubber gaskets_Steps are 1+.1 available cn request lift toles are provided in all �;� ,.1r t1111f5_ r� r. Base Sections Base sections are available in 2'through 5' heights_ Knockouts 4'&5'bases and 3',4'&5'sections are available 6"or 12" NJ ._; with various knockout ca fgurations.Special knockouts or blackouts are availabla on request Specifications All units are manufactured to meet the requirements of ASTM C-443,the department of Transportation and APWA Standard Plan B-le. Weights 1'to 5' 48' L' Base-3,2(3g lbs. ` Add tiOnai footage lbs.perft y a . -i�i -gin:.=•-e.,-r'.-��-�a. 48'Sections-920 lbs.per ft. 48k8'Flat Slab Top-1,900 lbs. 3'.4'ar 5' w 4. wr 4'orb' 2'Std. As Requifd Sump i fit+— s A..►`�:r_ s• �(5• 48' P s" ---{'s• as �� iI 5a• 1 58• Pacific International Pipe Enterprises, Inc. 4801 3 O chaz-d 755 ELE Gokxssbia 5W. 5=Dallas 1tiry,N.W. P•O.$px 915a PA_B=11305 A.O.Box 5249 Tacoma,WA W409 Pord&W.OR 97211 S&Grn,OR 97304 (206)475_e888(1'AC) ;503j ZMA I {503]SDS-7360 (2W)E23-7772(WA {boa)63"186 MATS) (&Da)452-CM9(WATS) (800)922--SM(WATS) (503)280-05M(FAX) (Sa0)3 (FAX) (Zoe)474-7651(FA)Q 25 > sevv - �"shellV vv«brt Sew aro w 'n '"neti'on ith bt}/11�'p!•t! er ajIon%.OF*"DR A,w. wha?l Ir1 co+��eC+IOt1 W416 St-orm -sewers Intt0ljailOh,or'�WAT¢.j�;•W}I#�+ �h conntcflan w�4h voter dis�rj6u�jcpn ►,,$falRgTto�. �,�� I"Cers• j No4ed -� �Q ►fir i3 h b 1 -' Eton-Usd Patter-n to 6e Cost 10fit r'al an top vt cover, lrro,�� C�1an �N Mae Sao Saot � ( f MUetA3 11-20 If1Adblil Section A-q rap of tO1t I"On- Ivan LOtktnqq M/njmvm welghf �"Jo lbsrr V RMas I►14' 4�¢rovild MATR'L: ASTM A48 CZ 35R — Cast Iron. �� w I'/a" •IV • _, l� COS} (►'on IevwirrS.Mtn,w:,i1,} 2tOlb3 15024 MANHOLE R 1- � sA 'HER MANUFACTURING Co.? I.N 3330 MCDOUGAR AVE, EMETT, WASHINGTON Qg?p; 17�1 9'4-Sl�Y R UMS PAD 14Ye12 vrr 2S' A r OR LOCKING DRILL 1aL-41 {� I I G�, t ;OP YI"VW �/ y� s FRAME � � �'�`-,-•---.�t ' ' - '_----� ---ter. � GRAD- SIDEylEW ELEYATION L€ EING 8Z4 FUW-& S AT LOOONG DEW A-c-um LERMC PAD 163(rI2 tlI 2S aiT hu T4 SNP 0 pJltlIf = 1 1824 YANS GRATE-TOP VIEW MATRL: UTTILE ASIM-A48 GR 80-55-% FRME a� wI VANED GRATE RM CATM BION Vjr vz ARAM 1$24 MAP GRATE- n� �� s 7 ~ ma W'M2SS Sir x2 TIT UP'SMV o f g Z3�r 1824 VANED GRATE Top VIEW • ! r _ VANED GRATE PLAN v YANG WE FOR CATCH. B91N -� a 2a'-o 1 i - i 2f i ELEVATION ' f 18241 VANED GRATE- LOCKING LDCIaNG DETAIL ,aBo� LW• ,�,. PWFipe Sewer and Drain Products: Submittal and Data Sheet or Solid Wall Sewer Pipe, SDR35 December 1994 ASTM D3034 Nominal Average Base Minimum Approx Wt. Approx. Wt. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size (in) Diameter(in) Diameter (in) Thickness(in) (Ibs/100') (lbs/100') 4 4.215 3.890 .120 105 107 6 6.275 5.742 .180 234 239 8 8.400 7.665 .240 418 427 10 10.500 9.563 .300 664 677 12 12.500 11.361 .360 933 952 15 15.300 13.898 .437 1387 1415 ASTM F679 Nominal Average Base Minimum Approx. Wt. Approx. M. Pipe Outside Inside Wall 20' Pieces 13' Pieces Size (in) Diameter(in) Diameter (in) Thickness(in) (Ibs/100') (lbs1100') 18 18.701 16.976 .536 2080 2120 21 22.047 20.004 .632 2890 2948 24 24.803 22.480 .711 3658 3730 Notes: All sizes are available with integral gasketed bells; 4'' is also available with integral solvent-weld bells. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454B or 12364B. Gaskets meet ASTM F477. Pipe Design: Pipe meets ASTM D3034 for diameters 4''-15"or ASTM F679 for diameters 18''-24".All pipe has an SDR of 35 and a pipe stiffness of 46 psi or greater when tested in accordance with ASTM D2412. All gasketed pipe joints meet ASTM D3212. Agency Listings: IAPMO (UPC'): Sizes 4"-15" Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions are also found on labels that are included on the pipe. Testing: PWPipe subjects its sewer pipe to several ASTM tests, including dimensional compliance, impact resistance, flattening,stiffness, and joint integrity. Drainage Products ASTM D2729 Drainline Pipe (available perforated or solid-wall) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size(in) Diameter (in) Diameter(in) Thickness (in) (Ibs/100') 3 3.250 3.10 .070 46 4 4.215 4.05 .075 64 6 6.275 6.06 .100 128 SDR 35 Underdrain Perforated Pipe (for solid-wall, see PWPipe ASTM D3034 sewer pipe) Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Weight Size (in) Diameter (in) Diameter(in) Thickness (in) (Ibs/100') 4 4.215 3.89 .120 103 Notes: 1. All pipe is sold in 10 foot lengths; 3" D2729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lengths. 2. All pipe has integral bell solvent-weld joints. Pipe Material: Pipe compound meets ASTM D1784, cell class 12454B or 12364B. Pipe Design: Drainline Pipe: Solid wall and 4"perforated wall meet ASTM D2729.3"and 6"perforated meet ASTM D2729 prior to perforation. Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation. Perforation Pattern: All pipe perforations follow the ASTM D2729 perforation specification of two rows of 1/2''diameter holes with hole spacing of 5" center-to-center. The rows of holes are 1200 apart. Agency Listings: Drainline Pipe: Solid wall pipe and 4" perforated wall pipe have IAPMO (UPC") listing. Underdrain Pipe: Pipe is listed by IAPMO (UPC'') prior to perforation. Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. The pipe should be installed with the print line facing upwards to properly locate the perforations. Testing: PWPipe subjects its Drainline and Underdrain pipe to several ASTM tests,including dimensional compliance,impact resistance,flatten- ing, and stiffness. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 (503) 343-0200 FAX (503) 686-9247 '.''_` 1.0 Poly (Vinyl Chloride) PVC Sewer Fittings shall be manufactured in accordance with either AS TM D-3033-79 SUH 35, SUH 41, or AS I M D-3U34-18 SDR 42, or SDR 35. 2.0 The purpose GPK fittings are to convey municipal sanitary and industrial wastes, storm water iun (.,If and many other solutions. They are designed to be used in a gravity flow and low pressure application not to exceed 25 PSI. 3.0 Chemical Resistance GPK fittings will not be affected by sewer gases.s particularly hydrogen sulfide, nor sulphuric acid which is the usual result of chemical waste, when combined with water. 4.0 Marking GPK fittings shall be marked with ASTM number, applicable size, IAPMO letters and company name. It shall also have a code number as to the date manufactured- 5.0 Testing GPK recommends a test after installation of either low pressure air or a water infiltration-exilltration test. The allowable lvcikdye would be as follows: 5-1 Air Test Not over 3.5 PSIC with a poo3iblc drop to 3.0 PSIG, the minimum times shall W not more than the following: 4' — 2u2 minutes 8" — 5 minutes 12" — 71/2 minutes 6-- ---- 4 minutes 10" — 6 rninutgc 1 9V-7 minutes 6.2 Water Test When testinn for exfiltralion the average internal pressure shall not be greater than 5 PSI and at any part of the total system shall not be under any greater pressure than 10 8 PS!or (25 ft. read). 1-he maximum water loss allowance shall not be greater than 50 gallons per inch of pipe diameter, per mile. per 24 hours. Infiltration testing shall be the same allowable as the exfNtration allowable. 6.0 Deflection Test The maximum allowable pipe's fitting deflection should be 71/2%. Testing for ttiis is unnecessary when using proper construction practices and inspection during pipe and fitting instailation. It may be used when unstable trench walls or bottoms, heavy rainfall,frozen soil, high ground water levels, deep lines, or difficulty in attaining compaction is possible. A lolovision camora or a "yonogo" gauge are some devices y;sad. 7.0 BackfillIng and Tamping Backfilling should follow closely after assembly of pipe and fittings. 7.1 Backfil ling with proper material is important for side support which enables pipe,fittings and soil to work together to meet designed load requirements. This eliminates deflection and shear breaks due to heavy loads. Approved material shall be used and properly compacted continuously above and around the pipe aria fittings as well as between the fittings and trench wall. A c;ut Oiury of approvrrd material up to a minimum of 12" over the fittings and between the trench walls shall be done fro accordance with the engineer's specifications. 7.2 Tflmping This shall tx- done by hand tamping of the embedment material between the trenci- wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trench to enable you to compact a larger area around the pipe and fittings to the density consistent with the original ground 5ui fdC6 conditions. r_ z FILE No.08A 06/24 '99 10:20 I D:Pa I mer Coking C,:)a I FPX:425 432 3883 PC,E 2 KING COUNTY MATERIALS LABORATORY A 155 Monroe Ave NE, Bldg D Renton, Washington8d56-4199 U o t� O 296-7709 (Fail 296-t3179 PALWR CC)" c i BLACK DfAty0ot,:D, wASHINGTON � g8L1Q PROJECT NO. 4ao 6 -- PRo.�>;c�r �Rd/� �ram- �a•u G�csf•y SAMPLED � -/3 .94 SAMPLED 8Y � �•'a 7� LAB NO DATE FIELD SAMPLE NO. TYPE Off' MATERIAL NAME LOCATION OF SaUICE et.. SAMPLED AT .feti x CRUSHED BY -ry f'z f j✓ g �r ,�{ 1!� REQU I RED %r % /er-twh REQTJIRkL' % S(rVC WE•IG11T SPEC. PASS. nAICT. SIL�� W[IGHT SPEC. PASS. 2. 1^"RACT. OQlG -5-K 40 Q¢ air / o j+2w �dW 2,o 4 aka 3 " ,St 2 S� / � 4 24,6t fao G� u 3p 1 �+ a.4n Ga. 44 3;> $r, LIQUID LIMIT PLASTICITY INDEX $Ai87 EQu1vAz.crtT �.�. REi`�iA.'�KS: EF: A M C117 r12 C702 D7 ces Does Now Material D �,., � �.r ✓s _:r, Specifications • -�- DATEE � I TESTED 'By —� - FILE No.084 M 24 '99 1 to:20 I Il:Fa 1 rrr✓t- ok i ng --oa I Fa;K:425 432 3883 PACE 3 PALMER COKING COAL COMPANY P-O. Pox I) BLACK DIAMOND, WASHINGTON 98010 Part4.-W Size Analysis Worimheet Job flame: PCC Job No, 0800 004 Dalte: 71U96 Tested W: ZAS 8ortng No: Pea gravel Sample No: Depth: Bo11 Dascopow: dray b own tlne gravel(OP) WSDOT 9 03.1(4)C Grading 08 wature C.(ntent -2W Wash Pan* D7 Pan 0 D7 Pan+Wet Soll 13A3.00 ' Par+Wet Sort t3.fore). 1372.10 Pan+Cly till 1372.10 . Pan+Dry Soil iter) 1389.50 " Motalura Loss 10.90 -200 From wash 2.w Pan WG 228.34 Pan Wt. 228.34 Dry Wd y t 1437 1b Soli V1T. 143.76 Malst:rrs Content 1.0 96 of•2t]0 0-2 Total Washed Sail Wt: 1141.16 Sieve Analysis Frooti0n3l Se 3 Toul Sa a Summa Slave Accum,VA. Accum,VA Sieve $ lftcat6ons Spa Retained Retained 96 Retained 9b Pasd Size %Pass Minimum ,hA�dmum 3,01 «••••••••• 0,00 0.0 ! 100.0 3,c" 100.0 314" •••••,••••• 000 0.0 100,0 314" 1 100.0 112 "..... 0.00 0.0 100.0 t!1J 100.0 I cc 469.29 4a2 59.5 3Jri" 59.8 85 100 K4 •. .. .•••• 1113.A0 97-4 2.8 #4 2.8I 10 30 08 19.97 1134,00 99.1 0.9 #8 0,01 0 10 *1C 24.00 1138.E6 99,6 0.4 N16 0-4 0 5 *40 28V 1140.08 99.7 0.3 #40 0.3 y80 20.44 114c.52 SPI t).3 ow 0.3 r1 26.74 1140.82 90.7 C.3 M i 00 0 3 #2w 26.96 1141.06 9A.81 0.2 #200 1 Pan 27.06 1141 18 Classlflcallon Data Descri tlon 70,81 Gravel Coarse Fins Sand Coons per,,, Fine -zoo 0.2 Boll Cles&f1cation, pray brown Ane we-[PP) Geotnglnsers 719M Pape 1 D.A. ZULUAGA CONSTRUCTION, INC. June 28, 1999 99-157-006 City of Renton 1055 S. Grady Way Renton, Washington 98055 Attn: Mr. Allen Quynn Re: Shattuck Avenue South Stormline Replacement CAG-99-066 "Shoring Plan" 7-08.3(1)B Dear Allen: As outlined under Section 1-09.14(1)Bid Item#5 Trench Shoring and Excavation Safety Systems(L.S.) D.A. Zuluaga Construction, Inc.,will comply with WAC 296-155 Part N, Standard Specifications Section 2-09.3(3), and all other applicable State and Federal regulations. Due to the nature of this project, to specify exactly what shoring method we will utilize would be impossible. Listed below are materials we will have on-site when the circumstances require them. Steel Sheets (5'x8')(8'xl2') Speed Shoring 8'x20' Trench Box Please contact me with any questions you might have. Sincerely, Mike Skagen Project Manager 652 S.W. 143rd Seattle, WA 98166 (206) 242-1240