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HomeMy WebLinkAboutSWP273223(2) Allen Quynn - FW: SW 34th Culvert Replacement Pagel] From: "Gary Pankiewicz" <gjpank@rlalia.com> To: "'Allen Quynn"' <aquynn@ci.renton.wa.us> Date: 5/30/2007 10:26:29 AM Subject: FW: SW 34th Culvert Replacement Hi Allen, Peterson Bros. provided us with a quote for the guardrail on the SW 34TH Street Project. Their quote included a disclaimer in it. We asked Peterson Bros. to explain their disclaimer more precisely. Below is their explanation of how they bid the job. We would like to sign them up to do this project but have some reservations based on the uncertainty of the design vs. what Peterson says. Are you aware of this? How will this issue be handled? Can you provide us with Renton's thoughts and position in this matter? Thank you, Gary From: Ron Petersen [mailto:Ron@petersen brothers.com] Sent: 05/26/2007 7:50 AM To: gjpank@rlalia.com Subject: SW 34th Culvert Replacement Gary/Rick When I was bidding this project, I called the owner's engineer and asked a question about the spec's they had set for the guardrail. They were specing a flared terminal coming of a wall and around a radius. This was a illegal callout because off a bridge rail one needs to supply a transition which pay limits usually reflect about 15-25 If of pay length. Also the flared Allen Quynn - FW: SW 34th Culvert Replacement Page 2 !. terminal itself is 37.5' long and can't be placed on a radius tighter then a 4'flare off tangent line. The engineer employee Mike 206-696-4607said there was alot of problems with this plan and wasn't going to address these problems until after award. He said we would approach it in a design/build basis after all utility paths were established. I priced what I thought would be the solution a type 2 transition radius into a type 1 stronge post radius terminating with a type 1 anchor. Ron SRT Flared Terminal FLEAT Flared Terminal ET PLUS and SKT are similar Nonflared Terminal e Beam Guardrail Terminals Figure 710-13 Design Manual M 22-01 Traffic Barriers November 2006 Page 710-27 BEAM GUARDRAIL NOTES PAY LIMIT FLARED TERMINAL PAY LIMIT(SEE NOTES 1 AND 2) 10'-0"MIN. EDGE OF WIDENED EMBANKMENT 1. Unless otherwise indicated in the contract, the SRT- 350 (12.5, 8 Post) 6 as manufactured by Trinity Industries, Inc., or a FLEAT 350 as 1 manufactured by Road Systems Inc., shall be installed per manufacturer's o z recommendations. If specified in the Contract, the FLEAT TL2 as manufactured by Road Systems, Inc. shall be installed per 20HAV SLOPE MAX. manufacturers recommendations. o (RELATIVE TO GRADE) 2. Where terminal is placed on a curve, and post offsets would result in the z rail encroaching onto the shoulder(e.g., the inside of a curve), the posts FLEAT 850) w 1oH:1v SLOPE MAX. shall be installed so that the faceof the rail is at the edge of the shoulder. - ------------------ 37'_6,,STRAIGHTFLARE(FLEATTL2) ------- ---- ----- TANGENT LINE 25-o"STRAIGHT FL AR 3. When snow load post washers and snow load rail washers are called for PLAN VIEW in the contract, the snow load rail washers must be omitted within the terminal limits. 4. Offset distances: FLEAT 350 ............................................... 4' - 0" FLEAT TL2 ............................................... 1' - 8" minimum th fV - - - - - GROUND LINE C=db ELEVATION VIEW FLEAT OPTION BEAM GUARDRAIL PAY LIMIT FLARED TERMINAL PAY LIMIT(SEE NOTES 1 AND 2) 10'-0"MIN. EDGE OF WIDENED EMBANKMENT 6 g �� pF WASq� gQZo� 20HAV SLOPE MAX. o (RELATIVE TO GRADE) Z a ' - 6UP `a 10HAV SLOPE MAX. -o ------- -------------- 37'_6" ----- ------------------------------- 34----------------- TANGENT LINE 'ncAS•PeG342 41; G���v� HIM PLAN VIEW sI0NAL F EXPIRES JULY 24, 2006 2��z BEAM GUARDRAIL a--- FLARED TERMINAL N IL STANDARD PLAN C-4b GROUND LINE SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peterfeso 06-08-06 ELEVATION VIEW STATE DESIGN ENGINEER DATE 04/2006 Revised FLEAT Flare Lengths AMC SRT OPTION T Washington State Department of Transportation DATE REVISION BY BEAM GUARDRAIL TRANSITION SECTION TYPE 2—PAY LIMIT BEAM GUARDRAIL BEAM GUARDRAIL TRANSITION SECTION TYPE 4 BEAM GUARDRAIL i PAY LIMIT PAY LIMIT PAY LIMIT SEE CONTRACT PLANS FIVE SPACES @ 3'-1 1/2"MAX. 12'-6"NESTED W BEAM(12 GAGE) Q FOR SPECIFIED I CONNECTION } 12'-6"NESTED BEAM BEAM GUARDRAIL 2'-1 1/2" THREE SPACES @ 3'-1 1/2" ca ( GAGE) re 0 !li I 1 I re I I i I I I I I SEE CONTRACT PLANS i i i i i i i i FOR SPECIFIED i I I I I i i i i CONNECTION i i i i � � 6'-0"LONG, I I I I 6x8 POST WITH 6x8 POST WITH STANDARD BLOCK ; ; STANDARD BLOCK (TYP.) .! l_: (TYP.) I I I 6'-6"LONG, 10x 10 POSTS TYPE 4 WITH 8x8 BLOCKS TYPE 2 FOR 45 MPH AND BELOW BEAM GUARDRAIL TRANSITION SECTION TYPE 5—PAY LIMIT 1 BEAM GUARDRAIL PAY LIMIT 1'-3"MAX FOUR SPACES @ 1'-6 3/4" TWO SPACES @ 3'-1 1/7_ 1 TOTAL LENG i H_=6'-3" TOTAL LENGTH=6'-3" I�i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 SEE CONTRACT PLANS I I I I I I I I I I I I FOR SPECIFIED CONNECTION I I I I I I I I I I 1 I 6'-0"LONG,6x8 POST I I i I I I I I i I I I I I I I I I I I I I i I WITH STANDARD BLOCK I I I I I I I I (TYP.) I I I I I I I I I I I I TYPE 5 0 BXR51'® o �� P:61 a ffiz RE W a BEAM GUARDRAIL PAY LIMIT BEAM GUARDRAIL TRANSITION SECTION TYPE 6—PAY LIMIT BEAM GUARDRAIL W PAY LIMIT & 6'-3"POST SPACING EIGHT SPACES @ 3'-1 1/2"MAX. �� .peC/4o42i1F`J TOTAL LENGTH=25'-0" ��s S T E �Gti �9 4 fONAL W= EXPIRES JULY 24, 2006 E BEAM GUARDRAIL TRANSITION SECTIONS II II II 11 II II II II II I I II II II II II II II II II I I II I� III' 'I1' �11� II1� '111 II I� �I I� �I11 I I STANDARD PLAN C-3a II I� �II� '111 I11� �1II �I1� �1I� III' II1� I I SHEET 'I I' 'Ili ill' '111 II I� III' '1I' '1I� II II I I I I III, ,I I, I11 II II LI II ,tll I11, II II 1 G-2 POST(TYP.) , 6'-0"LONG,6x8 POST APPROVED FOR PUBLICATION SEE STD. PLAN C-lb 'TYPE G WITH STANDARD BLOCK Harold J. Peterfeso 10-04-05 STATE DESIGN ENGINEER DATE I MA WashingtonState Department of Transportation J N rj S Anchor plate may be constructed from /q"" plates 6x8 Timber posts Anchor cable (see Detail ) welded to equal strength and dimensions as show-. to match beam guardrail End section Design G 2. For end section details see Standard Plan "Beam CRT Post (see Note 2) Guardrail End Sections". (see Note ?) 3. ror post details, see Standard Plan "Beam Gucrcra Posts and Blocks". PL AN 4 . Eight %/ x 1/2" machine bolts with hex nut and washer. Place washer on face side of rail . 5. Gutside nut shall be torqued against inside nut c minimum of 100 fit- lbs. 6. Toenail bearing plate with 10d nail at corners to Beam Guardrail prevent turning. pay limit Anchor pay limit (see Note 7) J ulw -- --- r. Anchor pay limit does not apply when anchor is included in o Beam Guardrail Terminal . x 2" Button head bolt or x 1/2" hex head bo I t and hex nut with rail anchor washers under bolt head and nut 6" -3", Anchor plate (see details) Two 1"" nuts and washers 12"" 1 6"" 1 8"" Anchor ra i I washer (see Note 5) (see Detail ) IY7 ` I N Bearing plate (see Detail and Note 6) Standard 2"" ID — :/ pipe sleeve -� (2% 0D) 4 Two I" nuts and washers x (see Note 5) a - CRT Post - - BEAM GUARDRAIL ANCHOR — ( see Note 3 ) " TYPE 1 Anchor post assembly (See Note 3) �4O���0eWes& strcaa 0O 15224 Q �� R i m GIST AL SIGNAL � : EXPIRES MAY 3;i M i l TYPE 1 ANCHOR STANDARD PLAN C- 6 APPROVED FOR PUBLICATION Donald K. Nelson 05130197 STATE DESIGN ENGINEER DATE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION- OLYMPIA, WASHINGTON WO „ Sheet 1 of 2 Sheets B 1 6' 2„ q„ q„ q„ 2„ 15/6 R B G B B 3/8 R L35° See Note A --------------__. -____--___________ N I (g ll ® 0 O 1 /8 J` - 3/16„ MIN B oiE 2114' 11/16 Hole (e)ght required) 3" x 21/4" x /2" End plate 3 ELEVATION SECTION B-B 112 8 Gage MIN Q ANCHOR PLATE (See Note 1 ) ANCHOR RAIL WASHER 3/16" x I" x B" plate tock we I ded to 5/s p I ate 8---------------- 4" I 6" -6 + BEAM GUARDRAIL ANCHOR TYPE 1 � I 5 6 3/4"" Cab I e 115/6 I Swage 1 Y16 Ho I e E. MAC 3/s Stee I p I ate �� jog TesqI sr J-f�I IIIIIIIIIIIIII IIIIIIIIIIIIII BEARING PLATE 90 ,p 15224 ¢' v .t mP �01STS % 4 P 1" x 7" Stud S�ONAL 8�threaded full NWH length (TYP) EXPIRES MAY 3,1998 4 xx� ANCHOR CABLE STANDARD PLAN C- 6 APPROVED FOR PUBLICATION Donald K. Nelson 05130197 STATE DESIGN ENGINEER DATE _ WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA, WASHINGTON Sheet 2 of 2 Sheets BEAM GUARDRAIL NOTES PAY LIMIT FLARED TERMINAL PAY LIMIT(SEE NOTES 1 AND 2) 10'-0"MIN. EDGE OF WIDENED EMBANKMENT 1. Unless otherwise indicated in the contract, the SRT- 350 (12.5, 8 Post) as manufactured by Trinity Industries, Inc., or a FLEAT 350 as 6 manufactured by Road Systems Inc., shall be installed per manufacturer's o z 1 recommendations. If specified in the Contract, the FLEAT TL2 as manufactured by Road Systems, Inc. shall be installed per 20H:1V SLOPE MAX. manufacturers recommendations. �. o (RELATIVE TO GRADE) 2. Where terminal is placed on a curve, and post offsets would result in the z rail encroaching onto the shoulder (e.g., the inside of a curve), the posts 6"STRAIGHT FLARE(FLEAT 350) -- --- w 10H:1V SLOPE MAX. shall be installed so that the faceof the rail is at the edge of the shoulder. -- -- ------- 3T- T7L2) ----------------------------- ----- TANGENT LINE 25 0"STRAIGHT FIRE(FLEA 3. When snow load post washers and snow load rail washers are called for PLAN VIEW in the contract, the snow load rail washers must be omitted within the terminal limits. 4. Offset distances: FLEAT 350 ............................................... 4' - 0„ FLEAT TL2 ............................................... 1' - 8" minimum , N - - - GROUND LINE a': :ram► ELEVATION VIEW FLEAT OPTION BEAM GUARDRAIL PAY LIMIT FLARED TERMINAL PAY LIMIT(SEE NOTES 1 AND 2) 10'-0"MIN. EDGE OF WIDENED EMBANKMENT 6 Z 0 1 wnsy�N 20H:1 V SLOPE MAX. p J W O U W (RELATIVE TO GRADE) `''+ z W a'i z W�i;o� , Q Wwm • 10H:1V SLOPE MAX. ------- ----- �� 9� 34042��0 --------- 6 TANGENT LINE ----- ------------------------------- - PLAN VIEW sf 0NAL W �� �il¢weti EXPIRES JULY 24, 2006 2 0�g BEAM GUARDRAIL �., HOE FLARED TERMINAL NILSTANDARD PLAN C-4b GROUND LINE eF�: ► SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION - - - Harold J. Peterfeso 06-08-06 STATE DESIGN ENGINEER DATE ELEVATION VIEW 04/2006 i Revised FLEAT flare Lengths AMC SRT OPTION MAP WashingtonState DepartmentofTranspoMation DATE REVISION 8Y FACE OF GUARDRAIL FACE OF GUARDRAIL - 1 FACE OF GUARDRAIL _ NOTES 1. When required by the Contract, a Snow Load Post Washer shall be used on the backside of the post — - Z -- =" (in lieu of the 1 3/4" Post Bolt Washer) and a Snow a = - Load Rail Washer shall be placed on the face side of Beam Guardrail Types 1 and 2. Snow Load N N N Rail Washers shall not be installed on terminals. PRE-DRILLED HOLES 1O FOR FUTURE GUARD- 2. Rail Washers, also called "Snow Load Rail Washers" RAIL RAISING t are not required on new installation except as called for in Note 1. Unnecessary Rail washers need not 1 1 1 be removed from existing installations, except those I I I I HMA OVERLAYS on posts 2 through 8 of a BCT installation shall be removed. 1 1 3. Beam Guardrail post spacing for Types 1 through 4 L_ _ L__ --= shall be 6' - 3" on centers. TYPE 1 RAIL ELEMENT RAISED RAIL ELEMENT RAISED 4. Timber blocks shall be toe-nailed to the post with a TYPE 1 ALTERNATIVE 16d galvanized nail to prevent block rotation. 5. For post and block details, see Standard Plan C-1 b. FACE OF GUARDRAIL - FACE L FACE OF GUARDRAIL 6. When "Beam Guardrail Type 1 -_ Ft. Long Post" GUARDRAIL FACE OF FACE OF �! � is specified in the Contract, the post length shall be _ GUARDRAIL GUARDRAIL stamped with numbers, 1 1/2" min. high and 114" S/e°CARRIAGE r deep, at the location where the letter"H" is shown BOLT W/HEX ,- in the ASSEMBLY DETAIL. After installing a Long NUT&POST Post, it shall be the Contractor's responsibility to en- BOLT WASHER io _ sure that the stamped numbers are still legible and IN 3/4"HOLE 1/4" deep. N N 7. Existing posts shall not be raised. Replace posts as necessary to achieve required guardrail height. , 1 I I I I I I C6 x 8.2 C6 x 8.2 5/8"CARRIAGE AODEO "'BEAM GUARDRAIL RAISING FOR HMA OVER- T 0212007 LAYS REVISED WIDTH OF SNOW LOAD RAIL LKC 12'-5 3/4"MIN. _ _ 12'-5 3/4"MIN. - ��� BOLT W/HEX _ WASHER, SLOT DIMENSION ON EXPANSION SECTION LENGTH T-- LENGTH -T—N7-r NUT&POSTT DATE REVISION BY I I BOLT WASHER L__-1 L—__j IN3/4"HOLE L__J TYPE 2 TYPE 3 TYPE 4 Z ® Br,RS� oF wAsy/, 2 Qo� RAISED GUARDRAIL BLOCK SEE NOTE 6 1 3/4"POST BOLT WASHER TIMBER BLOCK SEE NOTE 4. -FOR TYPES 1 &2 ONLY FOR STEEL POST cz 7_ " Z FIELD DRILL NEW 3/4"HOLE � ° ° FACE OF GUARDRAIL FOR 5/8"BUTTON HEAD BOLT fl h o _ TYPES 1 &2 5/8"x 18"BUTTON HEAD SEE NOTE 6 �O� �� 34042 B&RECESSED HEX NUT o., o x Gt S C1 S L ti� W W W o S G �f W6 9CR I�NAL "O W3 v TYPES 3&4 0 o W6x 15 oaW � 04 --- 5/8"x 25" BUTTON HEAD o o EXPIRES JULY 24, 2008 z LL E BOLT W/7/32"OVAL GRIP &RECESSED HEX NUT TYPES 1 &2EXIST N HEAD BEAM GUARDRAIL RAIL PIOST NG GUARD- OR BOLTW/7/32"OVAL GRIP& TYPES 1 - 4 5/8"ROD THREADED BOTH ENDS W/HEX NUTS HEX NUT W/CUT WASHER (W-BEAM) 5/8"x 1 1/4"BUTTON HEAD STANDARD PLAN C-1 SPLICE BOLT W/7/32"OVAL SHEET 1 OF 2 SHEETS GRIP&RECESSED HEX NUT HMA OVERLAYS 1 (EIGHT REQUIRED PER SPLICE) TIMBER POST STEEL POST APPROVED FOR PUBLICATION �y r ALL MOUNTING AND SPLICE Ken L. Smith 02-06-07 HARDWARE SAME AS FOR TIMBER STATE DESIGN ENGINEER DATE L_ _J POST EXCEPT AS NOTED AMINk Washington State Department of Transportation BEAM GUARDRAIL RAISING FOR HMA OVERLAYS ASSEMBLY DETAIL -" 7 7/8" 3/4"SPLICE HOLES IN CHANNEL 1" 1 5/8" 3 3/8" 1 7/8" RAIL AND SPLICE PLATE, FOR BO 5/8"CARRIAGE LTS 1/4" C6 x 8,2 13'-6 1/2" —6'-T 6'-3 "v i -- -- ---:--- , 04 -- - -_ ►� 2" 4 1/4" 4 1/4" 4 1/4" 4 1/4" 2" I SPLICE PLATE- - 3/8"x 4 1/2" x 7 7/8" - - -I - - F - - - N - - ... I I I ..... .... ........ I ....... L—— -- -- ————— J iV ' ... , ._. _. ........ lJ CID .................................................. ................- POST 3/4"x 2"POST BOLT SLOT IN CHANNEL CONNECTION 3/4"x 2"SPLICE SLOT IN RAIL AND SPLICE PLATE, FOR 5/8" CHANNEL RAIL&SPLICE BUTTON HEAD BOLT W/7/32"OVAL PLATE, FOR 5/8"CARRIAGE SPLICE BOLT SLOTS GRIP AND RECESSED NUT BOLT, HEX NUT&WASHER POST BOLT SLOT (TYP.) 29/32"x 1 1/8" (TYP.)-3/4"x 2 1/2" CHANNEL RAIL SPLICE TYPICAL RAIL ELEMENT 4" 2" 11116"HOLE 6'-2 1/4" 6-3" �1v 1/4"PLATE F Z 4 1/4" 4 1/4" 4 1/4" 4 1/4" 2" B AAS o �Y �osZ~ a of wnsy� $_yzpQ 8 .., ,..... ... ......... ............. ......... �..: 2 2wnol n SNOW LOAD .o POST WASHER -ldo 34042 ...... _� � _ � I SEENOTE1 ���, �cIST��� Gti� ���I� w}.� n rcaQ ... ... ..... ..... s1ONAL 3^ EXPIRES JULY 24, 2008 20 8 11/2" BEAM GUARDRAIL SPLICE BOLT SLOTS POST BOLT SLOTS POST BOLT SLOT SPLICE BOLT SLOTS TYPES 1 — 4 (TYP.) 29/32"x 2" -3/4"x 3 3/4" 3/4" x 2 1/2" (TYP.) 29/32"x 1 1/8" 11/16"x 31/32"SLOT (W-BEAM) 8 GAGE MIN. STANDARD PLAN C-1 EXPANSION SECTION PLATE to SHEET 2 OF 2 SHEETS n APPROVED FOR PUBLICATION Ken L. Smith 02-06-07 SNOW LOAD Amok STATE DESIGN ENGINEER DATE RAIL WASHER T70 Washington State Department of Transportation SEE NOTES 1 &2 -s ® NOTES 1 . Type 10 posts shall be Gx8 timber or WGx9. button head bolts ® Type 11 posts shall be 1Ox10 timber or W6x15. w i th 7/32 "" ova I gr i p and ° 1%4", post For details, see Standard Plan "Beam Guardrail recessed hex nut �o`� bolt washer Posts and Blocks." 2. Type 10 guardrail post spacing sha I I be 6' - 3" on center. Type 11 shall be a maximum of 3'- 1%2'" on center. 00 See Note 1 N Ground line 6"- 3" 6'- 3" , 7" 6' - 21/4" 6' - 3" 61/4 " 41/4 !41/4 •!• 41/4 14i/4 41/4"141/4„ I 41/4..141/4„ %"x11/4" button head sp I ice bolt with 2 i 1. i �i 2 � 2 T/32 " ova I grip and recessed hex nut (P (p W (P 74" x 2�/z" post (Twelve required per splice) CID i CP bolt slots (TYP) RAIL ASSEMBLY WOOD POST ASSEMBLY 0 0 021/2" 0 0 0 0 Cp 0 TYPE 10 0 0 0 o o 0 0 0 0 0 0 O 0 0 2 x i%B"" splice 3/4"" x Post �4." x 3%4'" post /32 x 11/8" sp I ice bolt slots (TYP) bolt slots (TYP) 2%2 x slots splice bolt slots (TYP) bolt slots (TYP) bolt slots (TYP) THRIE BEAM RAIL ELEMENT THRIE BEAM EXPANSION SECTION % x18" button head bolts �\o ® Wood block for steel post with 1/32 " oval grip and recessed hex nut 1 q" post bolt washer �1 Z 00 o 5/e" x 10" button head i bolts with T/32 " ova l gr i p WAS/S/ See Note 1 and hex nuts and cut washers �® P•�� f�'c f� W Z Z Nested Nested o � , �2 C Zoo W thrie Ground line thrie beam beam `.Q� wog Thrie beam guardrail i See Note 1 •o ` gym (Nested for Type 11 ) i 0 O� 15224RwQ yos T S T B GN� sIONAL E� �Z3a %"xl1/4" button head sp I i ce bo I t wi th N� 8 T/32 "" ova I grip and recessed hex nut EXPIRES MAY 3, 2000 (Twelve required per splice) BEAM GUARDRAIL RAIL ASSEMBLY WOOD POST ASSEMBLY STEEL POST ASSEMBLY ( THRIE BEAM ) TYPE 11 TYPE 10 and 11 STANDARD PLAN C- 1a APPROVED FOR PUBLICATION Clifford E. Mansfield 7131198 1/99 Added missing dimension on Type 11 RBA Am DEPUTY STATE DESIGN ENGINEER DATE wood post assembly T WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE REVISION BY -" OLYMPIA. WASHINGTON CITY OF RENTON r)— ♦ PlanningBuilding/PublicWorks Department Kathy Keolker,Mayor Gregg Zimmerman P.E.,Administrator N June 29, 2007 Gary Pankiewicz R. L. Alia, Company 107 Williams Ave. S. Renton, WA 98057 SUBJECT: SW 34TH STREET CULVERT REPLACEMENT PROJECT (CAG-07-027) SUBMITTALS—SUBMITTAL RESPONSE LETTER#4 Dear Mr. Pankiewicz: The design consultant, R. W. Beck, has reviewed the second submittal for the precast culvert and shop drawings and design calculations. Since precast wingwalls drawings and calculations were not included with Submittal #25A, I assume that you are no longer proposing precast wingwalls. Included with this letter are 2 copies of each submittal for your records and Weekly Progress Report No. 3. Submittal Description Status Comment 22 Landscaping— Approved None Plant/Trees, mulch mat, bark, seed mix,mulch, compost and topsoil 26 Type 1, Type 2 Pavement Approved None Markings,thermoplastic Pavement Markings, Flexible Bituminous Adhesive and Glass Beads 23 Compost Installation Approved None Procedures 24 Weed Control/Chemical Approved List 1055 South Grady Way-Renton, Washington 98055 R E N T O N ® AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer Pankiewicz/Submittal#4 June 29,2007 Page 2 of 2 25A Box Culvert Shop Approved with Drawings are approved provided the following Drawings/Design conditions changes are made: Calculations Sheet 3 of 7 *Based on the member callouts shown on Sheet 1,the end members are designated as Tl and T3. All the callouts for T3 are called out as T2 on this sheet. This includes callouts on SECTION AA, SECTION BB, the General Notes, and the Title Block. Sheet 4 of 7 *Again,the references to Section T3 are generally called out as T2. This includes callouts in SECTION VIEW, SECTION AA, and in the rebar cut list. *Although shown properly on Sheet 3,there should be no key shown in the plan view, bottom side as shown in the drawing. Sheet 6 of 7 *The reinforcement spacing for bars R3 and R4 needs to be added to the plan. It is assumed the spacing will be the same as that shown on Sheet 4 for pieces Tl and T3. Sheet 7 of 7 *In the reinforcing PLAN VIEW, bottom right, R4 needs to be corrected to read R3. *The detail shown for R6,the pedestal hoop, should include hooks at the bottom into the base slab because the thickness of the slab is not enough to develop the strength of the bar as a straight dowel. These hooks should be oriented to the inside. If the designer can show that hooks are not required, I will review this. Please call me at 425-430-7247, if you have any quest"'. Sincerely, Allen Quyn , P.E. • • . SurfacwWater Utility Engineer r Enclosures HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3223 SW 34th St Culvert Replacement Project\Construction\City Correspondence\submittal letter 4.docWQtp CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS SURFACE WATER UTILITY ENGINEERING (425) 430-7247 1055 South Grady Way, Renton, WA 98057 Contractor R.L. Alia Company. Address 107 Williams Ave. S. City Renton State WA Zip 98057 Contract Number Project Name Statement Number CAG-07-027 SW 341h Street Culvert Replacement Project 3 Number of working days charged to your contract for the week ending June 22, 2007, Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 6/18/07 Monday Overcast, 60 deg. 1 6/19/07 Tuesday Clear,70 deg. 1 6/20/07 Wednesday Clear, 70 deg. 1 6/21/07 Thursday Mostly Cloudy, 71 deg. 1 6/22/07 Friday Overcast, 63 deg. 1 Days this Period....................................... ................. 5 Days previously reported............................................ 24 Total days to date...................................................... 29 CURRENT STATUS Working Days Specified In Contract..................................... 150 `Approved Extension of Time........_.. .................................. 0 Total Authorized Time of Contract................................... 150 Less Working Days Charges............ ........................ 24 —Working Days Remaining............................................. 126 Summary of Activities During Reporting Period: Contractor closed road across creek in preparation for excavation for creek bypass. Completed installation of SSMH #4, SSMH #5 and SSMH #6 and reconnection to existing sewer. Completed installation of 105' of 8" sewer across Lind Ave. and installed ewer casing through 96" storm manhole (SDCB #7). Allen Q ynn, roject Manager 25- 0-7247 `Show only extensions approved by letter from City '*Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. CITY OF RE NTON ♦ ♦ PlanningBuilding/PublicWorks Department Kathy Keolker,Mayor Gregg Zimmerman P.E.,Administrator N June 19,2007 Gary Pankiewicz R. L. Alia, Company 107 Williams Ave. S. Renton, WA 98057 SUBJECT: SW 34TH STREET CULVERT REPLACEMENT PROJECT(CAG-07-027) SUBMITTALS—SUBMITTAL RESPONSE LETTER#3 Dear Mr. Pankiewicz: The design consultant, R. W. Beck, has reviewed the precast culvert and wingwall shop drawings and design calculations and concrete mix design with comments below. Please pay special attention Comment#10 under the wingwall submittal. The City requests your supplier provide design details that include an additional opening for a 4"steel casing for the street light conduits. Submittal Description Status Comment 25 Mix Design Approved None 25 Precast Box Not Drawings Culvert Shop Approved 1. Drawing 001, Sheet 1 Drawings and Design Section AA,Although a typical note is included to have top Calculations surface roughened under cast-in-place concrete guardrail, please add this note for cast-in-place parapet as well. 2. Section AA, A base seam detail is called out but this detail is not found. Please add. 3 Drawing 101 * Reinforcement clear on bottom of deck slab should be 1 '/2> not 1> ">. * General reinforcement requirements are called out but specific bar details such as lap and development lengths cannot be checked. Please provide reinforcement shop drawings indicating specific bar layout, bar sizes, lengths and bends. * We request the flexural reinforcement in the base parapet be increased. AASHTO 8.17.1 (sixteenth edition)provides minimum . flexural reinforcement requirements based on cracking moment. Please provide#5@6 or#4@4 compared with @4@12 currently shown Calculations: * Please provide summary sheet of maximum moments, shears, and controlling load cases for deck,walls and base slab. 1055 South Grady Way-Renton,Washington 98055 R E N T O N 19 AHEAD OF THE CURVE This papercontains 50%recycled material,30%post consumer - Pankiewicz/Submittal#3 June 19,2007 Page 2 of 2 25 Precast Not Retaining Walls Comments Wingwall Approved 1. While the retaining walls are drawing conceptually, details are Shop Drawings missing. and Design 2. Provide stability and structural calculations. Calculations 3. Provide reinforcement details. 4. The base width submitted is 8-feet. This,compares with l l-feet shown on the contract plans. This base width was shown to. minimize the soil bearing. The shorter base widths are not approved. 5. Show some type of shear joint between wall pieces. 6. Dimensional information regarding pipe penetrations is incomplete. This information needs to be included on the drawings. 7. Details of the cast-in-place wall section around 60> "> storm drain needs to be shown, including reinforcement details, ferrule loop inserts, etc. 8. Deep holes need to be shown. 9. Alia will be responsible for verifying the wall is designed to work with the actual location of the 60"storm pipe. 10. Opening on northside for water casing will need to be modified for the addition of a 4" steel street lighting casing to run alongside the outboard side of the water casing. City requests contractor's supplier provide details for additional opening in north wingwall to accommodate 4" steel casing outboard of 22" water casing. City will be providing change request specifications for relocation of street light conduit once the conduit. alignment, depth and location of J-boxes have been determined. Please call me at 425-430-7247, if you have any questions. Sincerely, Allen Quynn, E. Surface Wate Uti ty Engineer H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3223 SW 34th St Culvert Replacement Project\ConstructionWity Correspondence\submittal letter 3.doc\AQtp ���y o� CITY OF RENTO ♦ 6 ♦ Planning/Building/PublicWorks Department Kathy Keolker,Mayor Gregg Zimmerman P.E.,Administrator �N�rO May 21, 2007 Gary Pankiewicz R. L. Alia, Company 107 Williams Ave. S. Renton, WA 98057 SUBJECT: SW 34TH STREET CULVERT REPLACEMENT PROJECT (CAG-07-027) SUBMITTALS Dear Mr. Pankiewicz: I have reviewed the following submittals and my comments are below: Submittal# Description Status Comment 2 Backfill Material Approved None 3 Health and Safety Plan Approved None 4 Schedule/Sequence Revise Please submit in Microsoft Project Plan format style with tasks listed on the side and date in weeks/months shown at top. 6 Surveyor Qualifications Approved None 7 Sewer Bypass Plan Revise Please provide more detail including a simple sketch showing Layout, size and location of bypass, and capacity of pump. 8 Olympic Foundary Not approved Need submittal for Type I Curb Inlet with open face curb. See Detail BO17 in bid document under standard details. 9 Asphalt Mix Design Not approved Submittal must be for Hot Mix Asphalt(HMA) not Class A and B. 10 Subcontractor List Approved Will need Statement of Intent to Pay Prevailing Wages Form to process pay estimates. 1 I TESCP Revise Please provide more detail including location of silt fence and show inlet protection. 1055 South Grady Way-Renton,Washington 98055 R 1 V T O V ® AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer Pankiewicz May 21,2007 Page 2 of 2 I did not review the shoring.plan since Rick was undecided, after the pre-construction meeting,as to what type of shoring he wanted to use for the box culvert. If he still wants to use the proposed shoring system, let me know and I will review and comment. Included with this submittal is a copy of the as-built direction bore drawings from Pilchuck(PSW gas)and Patelco(PSE electric)that Rick had requested and a copy of the approved Traffic Control Plan. Please call me at 425-430-7247, if you have any questions. Sincerely, Allen Qu n .E. Surface at r Utility Engineer Enclosures HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3223 SW 34th St Culvert Replacement Project\Construction\City Correspondence\submittal letter 1.docWQtp y o� CITY OF RENTON is ♦ Mu Planning/Building/PublicWorks Department Kathy Keolker,Mayor Gregg Zimmerman P.E.,Administrator N May 30, 2007 Gary Pankiewicz R. L. Alia, Company 107 Williams Ave. S. Renton, WA 98057 SUBJECT: SW 34TH STREET CULVERT REPLACEMENT PROJECT (CAG-07-027) SUBMITTALS—SUBMITTAL RESPONSE LETTER#2 Dear Mr. Pankiewicz: I have reviewed the following submittals and my comments are as follows: Submittal# Description Status Comment IA Kor—n—Seal Boot Approved Coating must be white color—not Urethane MH Coating clear. 8A 18"x 24"Thru Curb Approved None Frame and Grate 12 Shoring Plan—Soldier Approved None Pile Wall 12 Trench Box Request The letter from Lucia Engineers Clarification states that the trench box design is approved this project but it does not state the name of the Project. Please provide a shoring plan specifically for the SW 34th Street Culvert Replacement Project designed by a licensed engineer in the State of Washington. 12A Addendum for 2:1 Revise A 2:1 side slope excavation must be slope designed by a professional geotechnical engineer licensed in the State of Washington. 13 Excavation Plan Provide a brief description of the method of excavation and type of equipment to be used. 14 Items 1-14 Approved None 15 Dewatering Plan Approved None 16 Protection of Existing Approved None Utilities Plan 17 Street Cleaning and Approved None Sweeping Plan 1055 South Grady Way-Renton, Washington 98055 R E N T O N ® AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer Pankiewicz May 30,2007 Page 2 of 2 19 Storm Water Pollution Approved with Please review Construction. Prevention Plan conditions Stormwater General Permit and become familiar with all the conditions including discharge sampling requirements in Condition S4 of the permit. Project Schedule Approved None Temporary 8" Water Not Approved In order to maintain a looped Main Plan system across the creek from the main feed off of Lind Ave, flow across SW 34"' St and SW 27" St must be maintained. After meeting in the field,Rick suggested to shift the sewer alignment along SW 34t1i Street to the north approximately 18"in order to avoid disturbing the curb and gutter along the south side of the street. The City inspector and I concur with this suggestion,so please advise Rick to shift the offset locations of Manholes SSM1-1-1, SSMH-2, SSMH-3 18"to the north. Please call me at 425-430-7247, if you have any questions. Sincerely, Allen Quy , Surface W ter tility Engineer HAFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3223 SW 34th St Culvert Replacement Project\Construction\City Correspondence\submittal letter 2.doc\AQtp Re Le ALIA COMPANY 1= �- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 R (425)-226-8100 OFFICE (425)-226-8649 FAX ENT ." N SUBMITTAL SUMMARY SHEET Submittal #: /Z /4 Project Title: SW 34th Street Culvert Replacement Contract #: Contractor: R. L. Alia Company Date: 5 1e-o? Subcontractor or Supplier: Sheet _� of C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor 4DDE,vb triot 'To Su0/ni �,ilz- 4-t,7- - Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: R. cot Aha Company GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425)226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 18, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Shoring Plan - #7 - Addendum ATTN: Allen Quynn Please add this page by attaching it to our previous submittal# 12. Revise the submitted shoring plan to include: Alternative to engineered shoring plan in culvert replacement area: Slope excavations 2:1 per, and to OSHA standards. CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT le, c 1A . Ali a Co i np art GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 18, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Shoring Plan - #7 - Addendum ATTN: Allen Quynn Please add this page by attaching it to our previous submittal # 12. Revise the submitted shoring plan to include: Alternative to engineered shoring plan in culvert replacement area: Slope excavations 2:1 per, and to OSHA standards. CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT R. c)at Alia (fo i n ari GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425)226-8649 FAX LARGE DEWATERING EQUIPMENT May 18, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Shoring Plan- #7 - Addendum ATTN: Allen Quynn Please add this page by attaching it to our previous submittal# 12. Revise the submitted shoring plan to include: Alternative to engineered shoring plan in culvert replacement area: Slope excavations 2:1 per, and to OSHA standards. CONTRACTOR'S LICENSE NUMBER RL-AL-IC` 104PT le. o>[.. Aha Comp an GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETESTRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 18, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Shoring Plan- #7 - Addendum ATTN: Allen Quynn Please add this page by attaching it to our previous submittal # 12. Revise the submitted shoring plan to include: Alternative to engineered shoring plan in culvert replacement area: Slope excavations 2:1 per, and to OSHA standards. CONTRACTOR'S LICENSE NUMBER RL-AL-IC" 104PT le. c>st* Ali a Co m pan GENERAL CONTRACTORS y PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E-MAIL ADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425)226-8649 FAX LARGE DEWATERING EQUIPMENT May 18, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Shoring Plan - #7 - Addendum ATTN: Allen Quynn Please add this page by attaching it to our previous submittal # 12. Revise the submitted shoring plan to include: Alternative to engineered shoring plan in culvert replacement area: Slope excavations 2:1 per, and to OSHA standards. CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT R. cf. Aha Company GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425)226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 18, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Shoring Plan - #7 - Addendum ATTN: Allen Quynn Please add this page by attaching it to our previous submittal # 12. Revise the submitted shoring plan to include: Alternative to engineered shoring plan in culvert replacement area: Slope excavations 2:1 per, and to OSHA standards. CONTRACTOR'S LICENSE NUMBER RL-AL-IC" 104PT Re L. ALIA COMPANY �- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 I�- (425)-226-8100 OFFICE (425)-226-8649 FAX t� 1 N T O N \111 SUBMITTAL SUMMARY SHEET Submittal #: 1 2- Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: 5"�s''07 Subcontractor or Supplier: R. L . At-, 4 6-A/(NtA/&7E-e-,^1� Sheet of r C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor 5/- 2 Ou S c/Z r A T1 A-►-7�^� A Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: /`. Z. Aha Company GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E-MAIL ADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 11, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Shoring Plan - #7 ATTN: Allen Quynn Description: 1) Pipeline Trenches 2) MH Excavation 3) Box Culvert—Street Area 4) Wing Walls 1) Pipeline Trenches—Efficiency Trench Boxes, 20' X 8'. See attached certifications. 2) MH Excavations—Efficiency Trench Boxes, 20' X 8'. See attached certifications. 3) Box Culvert, Street Area—Soldier Piles on 8' centers with 1" X 20' X8' steel plates between webs of soldiers. Waler at mid point of soldiers. Cross beams at each end. Length—Approximately 25'. Width—Approximately 45'. Depth of soldiers— Approximately 40 vertical feet. Depth of steel sheets—Approximately one foot below CDF base. 4) Wing Walls—Areas outside of the soldier piles (curb line to wing wall ends) will be sloped 2:1 minimum with slopes visqueened to prevent erosion. Materials: Soldiers— 117 lb/ft H beams— 14" Sheets— 1" X 20' X 8' mild steel Walers— 117 lb/ft H beams— 14" X Beams— 117 lb/ft H beams— 14" See B&T attachment CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT t Page 2 Installation Method: 1) Soldiers vibrated in with PACO vibro hammer; 2) Sheets installed with PSCO vibro hammer and/or with backhoe as excavation occurs; 3) Walers set with backhoe on welded mantels when excavation is approximately 2' below waler placement depth; 4) Cross beams set by backhoe when exaction is approximately 2' below cross beam placement depth; Removal: Sheets, walers, crossbeams removed by backhoe as backfilling occurs. Soldiers will be vibrated out with PACO vibro hammer; LUCIA ENGINEERING INC. 302A Valley Street Seattle,Washington 98109 Phone: 206-790-8039 Facsimile:206-237-3 500 R.L.Alia Company General Contractors 107 Williams Avenue South Renton,Washington 98057 February 14,2007 Attention: Rick Alia Rick I have reviewed the attached information which you sent to me concerning the use of Trench boxes on this project. All of this information has been previously stamped by a Professional Engineer. I have Reviewed the information and can add my stamp to these drawings in order to update the expired stamps. Please use this cover sheet as your proof that this information has been reviewed and approved for use on this project. To clarify,this approval is for pages 3 through 7 of the set of faxed pages sent to me on 2/14/07. Please call me if you have any questions. Joe Lucia,P.E. o H {a' 2»IA yIONAt. r�rPcs _jI? /// 1 `tt 25 '91 t3 5v �Po�Y EOLIPrENf 'tx. 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BOX 595 • ISSAQUAH, WA 98027 (425) 557-0779 0 (425) 557-0765 (FAX) STRUCTURAL STEEL BRACED PILE SHORING PLAN / SECTION & STRUCTURAL CALCULATIONS FOR CITY OF RENTON S.W. 34TH STREET CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON [ PROJECT NO. SWP-27-3223 I FOR R. L. ALIA COMPANY 107 WILLIAMS AVENUE SOUTH RENTON, WASHINGTON 98055 1(425) 226-8100-OFFICE/(425) 226-8649-FAXI [RICK ALIA, PRESIDENT] May 14, 2007 [B & T JOB NO. 07037I -It. h" .''--'�..Lam' '. K - .-3.� � -..! , , : .- ,, . .1 . .� .. .1 . ... .- � -' ' �'I .; .. I ... -I ... .... ".....,. Y .I I � ,.�: . - - � I", . - ' I - - - , . . . I' .: . , �- - �- �.�4. J.� �, , . .I w - ... . � .- - i�-,.I� - '.. . . .. . .. . , � , .-. :.",": , , . . . . . . . . - I . . . , - . � I . .: . I � �� '. ." . . .1 ' . . �, - "-. ,.- .I I I I ..' �- -. . . . � . - - . - . I . . -I : :, . . , I.... �. .. ... . " . I . . .. . . , .. , -'. . I , . ,. , . 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DESCRIPTION �`�-�• �1 s� DES v` I_ DATE S' o (206) 557-0779 �"�L1L`-r[ -r CHK JOB N0. old . . .. cf ...... ..�.. .i ,.. ... ..... . .....0.. ... ....... ....... . gT i1.'�'.:-- p,�''G`'....... ..... :. . .. ... ... .:. .......... ...... ....... ....... ............................. :.......:.......::......:.......:.......:.......:.......:.......:... .:... . .......:.... . ............. o : .. .. .....:.............. .......:....... .......... ...:.......:... :......:........... .1� Lo ( A 5'l. . . .... ..a.�' �ts.. .. �>'t'4-� 5 :.... ..:...... :.......:..............:. .. ....... ... ... . . ........:.......:..... ... ..... ... ... ... ... ... ............ ... ........................... ... ... ... ... :.......:.......................:................ ... ... .. r /AAr :.......:.......:....... .......:....... .......:.......:....... ... . ....... .. . . ...... ....... ....... ....... ..... w ..�.. ..'�.�o.. ...�. ....... .............. ............ ........ ..:.. :. ,�. ....... . : ... .. ..i.... ............ G . ..... : . ..... ................................................................................................... ..... ..... ..... ..... x PROJECT SHEET NO. 5i OF�� B & T DESIGN & ENGINEERING, INC. DESCMPTION �� IJ• '� s� DES _ DATE _ l 5 (206) 557-0779 Cib CHK T•1 � .JOB NO. �-5:01 1 :.......:....... ....... ....... .. . ......... ....... ....... .......:.......:....... ... . . . .. :.....:... . : .. ....... ... .......:... .:.......:. .. .... ..... - ' a .......S ..:.. ..:.. ..:.. ..:.. ....... ....... ..... ...... ....... ....... ..... ..... ....... ....... ....... ...... , . . ... ... ... : : � S 8 .... ... ...... .. .... .... r ....... �:.. ....: ..:.......:........... ... ... ... ... ... ... .... SEE TESC NOTE 3 t a� � • f r 6 I 11 v I _ I. EX 60" DIA CONC I OUTFACE • \ I �, EX SDCB 5 R - \ I l- .. M . , AS G INE`�, W S _. . . _ j� _. •, „ G LINE ... � GAS 777) Z7u S.W. 34TH �TR T Q STING 72" DIA < . P CULVERT 2266.67 " O O �_ � Zs I _ J J Q Y ,_ i • QUEST TE PH(I NE DUCT I rr 4 zm r SEcl 'WATER, ME— .._. NOTE 16� C1 ES T CONCRE cv _. __ _ LINE RIGHT-OF-.. 40 40 V I I 40 � I SPRINGBROOK CREEK I KING COUNTY DRAINAGE SPRINGBROOK CREEK I ° GREEN BELT AND I DISTRICT ROW GREEN BELT AND I . IPEDESTR AN A E SEM NT , I F=0o 1 PE S < _ r---i 1 u� � � . . 1 I � 1,t--1 I I R� TRIAN EASEMENT .. •, E:t�� l O -. PROJECT " �U � SHEET NO. 4�c OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION S' �' DES s � DATE c (425) 557-0779 p CHK JOB N0. O I - -r fold er -DesT.. ....... ....... .... .:.. ..:.. ..:.. . Soldier Riles:: ...........................:.......:...... ... ... ... ... ... ... ... Height of retWnage: H:= 17•fi ... _ Effective pile diameter. d - 24 in ....... ...Heigtit of surcharge:...... ...:_ 2•ft....... ... ... ... DepthF ofpassive soil: dp:_ ©-ft... ....... ....... .. Me s citt ....... ...... ...... ft.. ....... ....... ....... ... ... ... ... ... ... ... ... ... ... Pa : 9 : n glected @ T e .. . ..... Dlstan -from-top.of. ....... A.=.2.ft.... ....... ....... ...... ne a wall to tieback: Ahgle of tieback to h©rizbntal pla a deg: ....... .................................. .. ...Allowable soil-frictioni for tiebacks. .. ....... ....... .....1b...... ....... ....... ....... ... ... ... ... - 800 — (concreted ti eback anchor: fit 5 in: with low�pressure grouting and: fib - � . ................................................ .. ... :.......:.....no post-grouting) .. .. .. ... ... eb k t f f 1 :.......:.......:.......:....... .......:.......:.......:.......:.......:.......:.......:....... ... ... ... ... ... a 6tY.; ............F"stb �.. . ....... ►. ac �fac or.o :.......:...Allowable soil frictior►..for toe::.....:.......:.floe 1200-Ib . ....... ....... ....... 2 : (us e4.3 w EQ) ....... ....... ....... ....... ... .. :.. ..:.. ..:.. .. :.. ..:.. .. .. ..:....... Toe depfi-factor-of safety� --F '---�1.0 ....... .... ....... ....... ....... . .... ....... .. ... ... 1 Allowable.soil bearing for toe: gtoe:= 15000- ressure) :.. ..:.. ..:.. ..:.. ..:.. ..:.. ..:.. ..:.. ..:.. ..: ... .. ... ... of friction:'.. ..... ..:.. ..... ..... .. .. ... ... ... ... pile;Jean-concrete... .......:.....3.... ....... Coefficient .:...between. So><I parameters:: mix and retained soil: µ Internal an of :. :=..30•deg. ....... ....... ..... ......... friction of:soil' ....... ....... ....... ....... ....... ... ... ... ... ... ... ... ... ... ............... ... ... ... ... ............... ... :.. ..:.. .. - - - 45-deg: 2 ....... ....... ....... ------- ....... ....... ....... ..... ... ... ... .. ... ---. ... _ ... ... ............... Unit weight of soil: •yi 12-0•= UnitWeight of soil: Y2:- 120— above dreg a l►ne ...... slow fired aline ....... .......:.......:.......: _ ... ... ... ... ... ... Active soil ressure k 55 lb Passive soil pressure: 460 Ib ..............:.......:.......:..P..........:....... .......:...Ai.-...:..'....: ... ... ... ... ... ... ..... .......p. .,.. ... ...Effective acti+ie soil .. ....... -Kpi ;= kAl.. ...... ....... ....... .....Muence.factor:...... ....... ....... -...IF`:W.. .. pressure above dredge ... ... ... ... ... ... ... ... ... :.............,......... ....................... ... ... ... ... :.. ..... ... line: lift-2:.. . ....... ....... ....... ....... ....... ....... ....... ... - ... ... ... ... e - KAl 440l:.. .. .. .. .. ..Effective passive pressor .. ...K: .... d.... .. .. below dredge line: ....... ....... .......;...... ....... ... ... ... - ... ... Effective active soil K & =k d .:.. ..:.. .. ...KrJ ----€840 . ressure-below-dredge...........: ..... .......:. .. ... .. ... ... ... .......:...line: - 011ift 2 ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. ..-KA2 - f 1. . 1rP PROJECT' SHEET 0. s�� OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION S` �+ ST DES DATEf — (425) 557-0779 CHK JOB NO. ...................... ....................................................... ...+............................................................................... .. i �� _polder:Pile Desi n (coast d) .. ....... ...Loads o;n Pile..... ... ... ....... ...... ....... ....... .. .. ... ... ... ... ... ... ... ... ... ... ... ... ... ....... ....U►tiform seismic.. .......:.......:...... .....1'j =.. 2. ,lb .. ... ... ..... -P� 2041b.fi:... ....... ....... ....... ... ... o p�'essure 3 ....... ....... ..:.... ....... ....... ..... . . ..... . ... _ ... ... ... ... ... Un►form Horizontal ....... ......PsA1.. ...... ps.._..11 :.. ..:.. ..:.. 2... Olbft =...piessure iuetoucharge...... ....... ....... ....--- .......:....... :....... Plus EQ: --- ....... . :....... ... _i ...... ....... ....... . ........ . . . ..:.. ..:.. 1's: ps+P�q�s Ps 251211ift := H 13s ... .......................:.......................:...............:...... ... ... ... ... ... ... ... ... ... ... ... ... ............... ... .:.......................... ..:.. ..:.. ..:.. ..: Gravity load on pile::: Py:= 0-lb Lateral soil...ressures...... ... ......P......:�..K:....Fi...... PA: = 7`4801bft- ..... P. .A...:......P,1............ ....... ....... @ bottom of excavation ... AZ a Kq2 H....... ....... ....... ....... .P;A2=..T8741b#f:....... ....... ....... ... ................:.......................:.......:........ Determine:embedment depth &tieback force on pile As;sumie initial values di := 4•#1 Ftb:= 12000•lb :.......:. ....:.......:.......:.......:.................. .. ................. ... ... ... .. .. ... ... ... ... ... ... ... ... ... ... Summation of horizontal forces=0 ....... ....... ....... ... ... ... ... ... ... ... .. ... ... ... ... ... ... ... .. ... ... H - .:.. ..:.. ..:.. ..:.. . d{dp+dl� 1 . ...........�NeR....... ....P1 2 :s 1Is A2 dp 1 A2 2 P 2 Summation of of =0: :....... ....... ....... .......:.......:.......: ... ............... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... .......:....... ....... ....� .A...1 � dP+...d..l.. ....-. �11 � P+ .... .... .. ....... ... ... ... .. .. ... . -(d ... — + A _+ + fl :0PS 3 Z ..2 .. ...... /..... ....... .... . .... ....... ....... ... . . ....... ........ ... ... ...P : 3 +d ...... . d1 ....... ....... ..... : �dg ... .. 6 6 : ... ....... ....... ....... ....... .... . al... .. .. .. �tdl.,.Ftb)... ....... ....... ..... ... . ..:.... ..:....... : ......:....di = 8.1 ft :..... .. ... ... ... ....... ....... .... F = ... ... ... _ Ftb F. 64601 11b .. -FV- Ftb.tan�A).. FV.: ..O.1b.. .. .. axial.;_ :. ...aj.. .. .. =/ ............................................................................................................................................ .............. .. rP = II & PROJECT ! " ' Ptl- SHEET NO. 5 OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION U �• L�_�t N Sfi DES -J`I- DATE �S (425) 557-0779 CHK JOB NO.�7511_. ................................................................................................................................................................................................................................................. . . -�• "b Soldier Pile Nsijn(co#t dl .:.... .. .. .. .. .....:.......:.......:.......:....... .......:..... .. ... ... .. .: : wF Pile Design ...... Doten#ine point ofinexin►um molvent-on pile .............Assume Initial value:..... ....... ......xB = 3 ft $ummation_of horizontal forces=D. ...... ..... ..... ..:.. .. .. ..:.. ..:.. .......:.......:....Given .......:......K:41 ........2 ... ....+Ps'f A+. }.^Ftb._.t?....... ....... ....... ....... ... B:=Fin4xB). .. _ ....... __.. ......xs_ 0 ... ... ... ... ... ... ... ... ... ... ............... ... ... ... ... ... ......: ....... Maximum moment on pile. ....... ....... ..... �A+.xst3 �A+xB� ......." ..... ....... ....... ....... ......MB —.. 1.Ft - ... ... ... .....:.. ...6.. .. ps ..:....2.:.. ............... ....... ............... ......MB- ... -3389181bft:.. ,. .. ... ... ... ... ... ... ... .. .. .. .. .. ..fib.. ..:.. .. Fy: 50000 :.......:.......:.......:.......:.......:...............:.2....:.......:.......:....... ....... ....... ....... ... ... ... ... ... ... ... ... ... ... ... ... ... ... m ....... ....... 2 ... ... ... ... ... ... Mg 3 ....... ....... ...... SX.._........:....... ..... ... ... ... .. fix.= t 2in.... .. .. ...Tr1t W1$z 7G-cMee1C.:.. .. .. ..2..Fy....�.. .. .. C6mpre5S1 on + bending 3 ..:.. ..:.. ..:.. . :.......:.......:.......:.......:....................................... ... ... ... ... ... ... ... ... ... ... ... ... ... Member Properties Unbraced Length: lu:=..14-ft.. ...... bf:= 11035=in tf..= .68•in d:= 18.21•in .........t..w .425•in ....... ....... ....... ....... ....... ...... ... ... ... ... .:.. ..:.. . bf .:.......:... . .^ �tf Af r 7.S.in .:.. .. .rT: 2 95•in :.. :-- a.....:....22.3•iri ....... ....... ....... .......:....... ....... ... 1 :a... ....... ....... . ... ... ... ... ... ... ...... ... s _ 1 1 .. .. ....... M - :.. .... .. :- MB T 3 4 x 105 bft.. .. . 9 106...1b ....:.. ..:.. ..:.. ..:.. . in ....... ....... ....... ....... ....... ...... _... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...P'.. Fy.+.Py. .. .. .. P O lb .:.. ..:.. ..:.. ..:.. III PROJECT �' � SHEET NQ. S � 8 OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION s' �' S'�• DES L_ DATE (425) 557-0779 CHK JOB NO. 21FIl _................._-.............._..................... _ _ _- .... - .............. ... . . Soldier Pile Desi � coni'd Allawab/e.eornpression:.... ....... .:..... ....... ... ... ... ....... ....... K11u. ....... ....:.. ....... ... 2. �..E.. ...... ... ... ... ... ... ... ... 56.9 Cc _ C�= 107 :.......:...... ... ... ... ... ... ... ... _'I.... ....... F :.. .. 2 .. .. ... ... ... ....... ....:.. ....:.. ....... ....... . .. .............. ... .. .. ... ... ... ... ... ... ... ... ... ............ .. .....:.. ..:.. ..: m. .. ..: 1 -� .:Fy ....... ....... ....... ........ ..K2 ... ... ... ... ... .. ... ...;1u. .. 2 .:E.. .. 2;C.�2.. .. . .. 231 .1b.. . .... .......:..........Kl 1u Kl iu ... .... Kl_iu .3 ..m.. 23= . .. :. 3 :. . ....... ....... ....... ....... ....... ....... ....... - -... 8•C� :.......:.......:.......:.......:.......:..... --- ... ... ... ... ... ... ... ... .. . P :.lb.. .. -fa 0 :.......:.......:.......fa.:=:.-... ....... ....... ....fa.=..Q—. ....... ...... ... ... —: ... ... ... ... ... ... ... ... ... ... ... a 2: Fa_.. :.......................... ................. . Allowable bending: .(RISC TS:'t:r#:1.. ....... .............. -O.fC: ...... .0 No Gobd ...... ...... _. :.......:.......:.......:..... . ...: : . ..................................... Item 2=width to thickness ratio of unstiffened projecting elements of the compression:flange. ....... ...bf:....... .. ... .......<..... 65....... ...... .... Q?=92..... ....... ................ ..2'tf...... ....... ....... ....... ....... ... ..Fy. ... ... :....... ..... ....... .............. ... ... ... ... ... ... ... ... ... .. .. ..:.. ..:.... . - 22,1,0. .. ITEM2.r..l .._.. ... .. ... ... .. ..... .. .. :.......:.......:.......:...............:....... ... .. ... ... ... ... ... ... ... ... ... Item 4�.de:.....to.thickness,ratio-iof-web... ......d...=.42,$....... :...... ....... ... p :.. ..:.. ... ... ... ... ... ...AO.. 3 74 Via.. .. .. .. EQ _ E _ ....... .......:....... .......:..... . . .... ... .. .. .... .......:..... y. .. .......: ... ... ... ... ... ... ... ... .... 90.5 1OOQ...lb:.......:.. ...... PROJECT � �' u SHEET NO. S �— OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION 'S•1--� - �L <T DES Ut DATE s o (425) 557-0779 CHK JOB NO- :.......:.......:-------:.......:.......:.......:.......:.......:.......:.......:............... ------- ....... ..............._.............._. ............-................_....- ....... ............... ...... ....:....... .......:.......:.......:.......:.......:.......: ... `q Soldier Pile!DeMffb (cont'd) ..... ....... ....... ....... .......257. ....... ....... ....... ....... .-. ... fa 1 r--,—�— : . .EQ4b=3b:3.. .. . ....EQ4:T .. . .. .�.. . �EQ4a�EQ4li .. .. 1~y. ... 2..:.... .. . ....:.......:. ....:....... y... ....... ..... - ....... ... ... ....... ....... ....... 10i00...1b.... ....... ....... ....... ....... ... ... ... ... .. ... ... ... ... ... ... ... ....... ... ... ..... .......:............... . I . ...- .t�'. . .... ....... .....�... ... ....... ....... ...-... . ....... ...ltom-5-uhbraeed.length.... .......1,�.�-1.4ft....... ..:.... ....... ... ... ... ... ................................ .. --- _ b_ EQSa = EQSa=9:9.#1.. .._.. ..:. EC2Sb -...... .. ..EQ5.. ::.13:7ft... ....... ....... .......:....... ...F.. ...-...2-.... ....... ....... ....... ... ... ... ... .- ... d... .....ip......:....... .......:....... -.. . ............ Y ui .......:. ...:.......:..... 1000...}b... .............. ..............:....... ....... ....... ... .. .. ... ... ... .. .. ... - .-. ..- ... Af.. ..10©0 .�b .. .. -. EQ - ( SE . .... ( . . i. 0. ...... ....... ....... EQSa�EQb). . . ....... _5 Q b� S .-...- -. ) ............... ... _ . _ ...................... .. .. ........._............. Compact Section Check :.......:.......:.......:.......:.......:.......:....... ........ . ... ... ... i✓O1vIPACTSECTION: i£{ITEM2+ITEM4+ITEMS 3,0:1� C.OMPACTSECTION= 0 RISC $:12 - Unstifferred elements of carripressioir flange b "t -8:2 241f ....... ....... .......:....... ....... ... ... :-95.:.. .. . .:.. .. .. .. EQ9 E�9 13:4 ITEM9 = t?f <EQ9�1'p...... .. ...Iq.r.1 .. .. :.......:.......:....... .......:...... ...... . 2.:..... ....... ....... :........... ��— PROJECT /emu SHEET �NOO.. OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION 4 '�—� �'��'� ��' DES y-1 DATE (425) 557-0779 0 0 CHK_7t- _ JOB NO. _.............._...--......................._......-......_.._..................................................._-.-..-............:...... ..._..._-....................... ........__....._..-................. .......:....... ..............................................................:.......:........ ... ... ... ... ... ............... ... ... Soldier Pile De�ieii kont'd ... AISC 1.51.45 :.......:.......:.......:.......:............. ... ... ... ... ..- .. ... ... ............... ... ... ... lb lu _� :.-...-fib:= 1000..^— 56.9 ..............:..... ... ... ... .-. ..- iii...............rT _.-...._..... ..........._..........._... ..... ............... ... _ 3 ... ... .. ... .. S1D•1_ FQ6: :_ FQ6: =45.2 EQ6b.:_ - EQ6b= I01 ..... - ... ... ...... ... ... ... ... ....... ... ... ... ... ....... ....... ....... ....... ..... - --. ... ... .-... ... ... ITEM6 ITEMS lu..<E -. 1. .......:............... ....... ....... ....... .......:....... ....... ....... ............... ....1I ..... ....... ........... ... .. .... ....... ....... ............... ....... .............. ....... :.......:.......:. .....: ... ... ... ... ... AISC A6666dfiC-Slender orrkpression EleKrients .............. ....... ....... ....... ....... ... :.......:. . . :.... ..:...y.. an.. :.. ..:........:s.. .. ...... ... .-_. f... . ... . .....-1. 2. 6�2-.. .. : .....176 ,. ....... . ....... ....... Fy... .. f... .. ... ...E( 1 bfE�9,1 EQc1,1.415— .Q0437•2F . : -.- .. ... ... ... ... ... . ....2f1 2 .. ... ...:.. — ....... ....... .............. f i . -...--. 1000 lb . ._..F3 .. —f... .... . ....... .......:.......:....... ... ... ....................... ....... ....... ....... .. .... ..... . .....:. ....... ... ... :....-..:....... .-..... .......:...--..:....... ....... ...... 2 tf Qs:= 1 ... ... ... ... ... ... ... ... :......AllowatileB,en�na�5tress . .......�.......:....... ... .. .. ................... ... ................ ............... ... .. ... ... ... lu.:.. .. ..2 .... .. ....... ....... ...... ...... ....... ....... ....... ....... ....... ....... .F ....... 2:. _.. ....... ....... ... 2... ...... y. . . ... .... . ..... : - . ..17© 103 Cb bl = 3' yb2= -b'Qs Fy...... .. ... .. b3 — - lay... . .. 2... :.......:.......:.......:....... 1....... ...... .3... .. 530 1a3.,Cb.- :.- .. 1u.. .. .. .....-. ..... ... ... ... ... ............... ..:.. ..:.. ... ... ... b F{?_.=-.if4COWACTSECTIOTl. ..1.,111�ITEM . ..I,if�ITElvt6- 1,�b4TFb3}� b2� Eb1�.... ....... ..F}, .. 8034..1. ...... ....... .-... M: ....... ...... -.... ... ....... ...... ... ... — .. ..:.. ..:.. M 856.3 ... ... ..:.. ..:. .. �2 PROJECT A SHEET N OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION 'F • DES DATE (425) 557-0779 CHK fi'( JOB NO. _....... .. ........_.... .. ........... . . ......................... ......................._.............. _._........__ _........_............------ ....... ....... ................. ..._... 'n Soldier Pile Tle a kont'dl Combined Stresses RISC1:64....... ....... ....... ....... ....... ... _. ..................................... ...... ..... .. Cm:= 1.0 . .... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 12. ... E lb 2 z .......:.......:.......:.......:. ...:.. ..ki. ......:. . --. .. 23• ....... ....... ....... .... ....... .. .....rr... ....... ..... ... ... ... ... .......:.......:.......:.......:...... .. ... ... ... .. ... .-- ... ... .. ... ... :.. .. .f....:.. . . For3mula _` a m' Formula = 0994: :.......:.......:........................1. . ....:.... ..:....... .. ... ... ... - — ... ... .. ... ... ..... .... a l :a 'fib e ....... ... ....... ....... ...... ... ... ... ... .. ... ... ... ...... ... ... ... ... Formul i 6 . +:— . ula?= 0 9 .:.. ..:.. ..:.. . :.. Forim .94: :.......:.......:.......:.......:.......:.......:.>.. Fy..... Fb.. ....... ....... ............... ....... ....... ... ... ... ... ... ... ... ... ... ... ... ... ....... ....... ... . ....... ... ... ... ... ... ... ... .. ... ... ... ... ... ... ... ... ... ... ................. .. ... ... f . ..:.. ..:.. . Fortnula3:_ .—a.+...b....... ............. Formula = 0.994..... :Fa: Fb ......................:............... ................ ... W 18 x 76 okay ....... ..-Cneck bearing atbase o€pile ................... :.......:.......:.......:....... .......: ... .. ... ... ... ... ... ... ... ... ... ... ... .. ... ... ... ..:.. ..:.. ..:.. ..:.. .. x ................. F:=.O.lb..... .......:...............:..MSp jj�.;=.. ... ....... ....... .... reap e l:g }2.... ....... ....... ... .. 4 : P ... ... ... ... ... ... ... :Areapile :....................... .._.�.1 toe ..156001b$2....... :.okay... ...... 2 .... .. .. . :.. ....: ' �- S �W B & T DESIGN & ENGINEERING, INC. PROJECT SHEET NQ.., OF (425) 557-0779 DESCRIP11ON % �' C DES s.�l— DATE oV— CHK. JOB NO. 2�Z _..................................._....-............. _ ._.......-....._.......................................................................... _........................................................................... _ ....... ..._ .............. .:......:.._. . ... .. ... ... ... .. . .. _..... .... ..._ ... . . r ->�� Soid><er F.il.e Design(cont dl h - ........+ice..........................T : 1_. ......:.......: ... ... ... ... ... ... ... ... ... ... ... ... ... _.....:...Axial load on Tieback:...... ..... ....Faxial=64601 Llb ...... ....... ....... ....... _ ....... ...... . .... ... ... ... ....... ... ... ... ... ... ... ... ... ... 270 KSI tiebackstrands......... ....F ..._-270QOO..ib.... .. .. �.(�.,. .�.. .............: ...... ... ... ............... ... ... ... ... ... .:..... ....... ....... ....... ....... ... ... ... ... ... ... ... ... ... ..:..... ... :.. ..:.. ..:..... .. :....:..:.......:.......:.... :.......:.......:.......:....... _ - 1 0 65•in2 �.�2..... ..: Astran .. * .. o d• : mod: ...... -- ....... ....... . ..... .. . ... ... ... .. ... .. ... Number o uiFed nsttmalf strands r 1 1.84 ) ea : :..n d .......:....... ....... ....... ....... .......:.......:....... ....... ....... .......................:..Q,6 Fu'-'&--& .... ..----- ------- ....... .......:....... ... ....... �. ...`^(. ....... ....... ....... ....... ....... ....... ..... ............... ... .......:....... ....... .......:..... .. ..... F��•F b .. .. ....... 08 Astrand nsti-and2 - 1::7 4.. .. ....... ....... .......:....... ....... .... ..... ... ..... ..:.. .. ��ttse t1)��-tii%ire�i d. . .. . ....... ....... . .. 1 ... Unbowed lehgtli: LU ) + _ S ft,1 [0-4L)-sin(o) .. .coS �..- a... ....... ..�.. ....... ....... . .... ... R... a)....... ..4 ....... ....... ....... ....... ....... ....... ....... .. ... cci ... ... ... ... ... ... ... ... ... 15ft :.......:.......:.... g. Bonded l�n...th.;.. ...... Fay W-FStb...... :..F -Fstb... ... .. ..:.. ..: LS t �n 'dtbftb) � �`:dtb'�tb .......:.......:.......:.......:....... ...... ... - ... ... ... ... ... ... ............... ... .:.. ..:.. ..:.. ..:.. ..:.......: _ - Lg 66.8ft . .. . Totafiength.;....... ....... ...._. ....... ..� := 1 O+LB. .. .... _ .... ...... T.:.-8l.$#1.. ....... ....... ...... ... ... c>t. Aba (fompan." GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGIE DCWATERING EQUIPMENT June 1, 2007 City of Renton 1055 S Grady Way Renton, WA Re, SW 34Tx Street Culvert Replacement Project Miscellaneous Issues ATTN: Allen Quynn Allen, 1) There is a 6" gas line that has been located through the area that is surveyed for MH#6. MH#6 needs to be relocated, but there needs to be consideration given to other existing utilities in the area prior to settling on a new location. Consideration for room for shoring is also needed. 2) As the gate valve shown on the plans to be restrained to the deadinan on the east portion of the watermain does not exist, we have been directed to restrain the 12" gate valve inside the 48"valve chamber(further east). Can this vault itself be used to restrain the 12"gate valve in lieu of the deadman? See attached sketch. 3) Can the water in the 60" storm drain pipe be bypassed(by 3"punip) into the existing 8" sewer manhole'? 4) The installation of the 96" CB on 34TH Oust west of Lind) will require either A) a full closure of 34""'in the area of work, or B) the removal and replacement of approximately 25 LF of CW and CG which will allow traffic flow on 34 TH(flagged) added to contract quantities. See attached sketch. Please review and let me know. CONTRACTOR'S LICENSE NUMBER RL-AL-IC 104PT ZIP 39vd 00 bI-1d -I a 6b98-9ZZ-5Zb 55:bT LBBZ/Ta/90 Page 2 Thardc you, R. L. Alia Company Richard L. Alia, President 60 3DVd 00 dI-1b 7 d 6b98-9ZZ-5Zb 55 bT LMVTB/90 R. L. ALIA COMPANY �= �- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 i-� (425)-226-8100 OFFICE (425)-226-8649 FAX t\ N T O N SUBMITTAL SUMMARY SHEET Submittal #: " Project Title: SW 34th Street Culvert Replacement Contract #: Contractor: R. L. Alia Company Date: 6 Subcontractor or Supplier: Sheet I of C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: F2 R L. ALL4 COMPAAIY GENERAL CONTRACTORS PUMPING STATIONS 107.WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, 'WA 98055 E-lY ML ADDRESS: G•TPANK®R IA.0 1V CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226 -8649 FAX LARGE DE'WATER.ING EQUIPMENT FAX TRANSMITTAL, DATE: TO: At-L'Ev u v�� FAX #: FROM: REFERENCE: 5"J 3q" - 441�,r 6'Ll"ef- N UMBER, OF PAGES INCLUDING THIS COVER SHEET: --- 3------- if you do not receive all pages or a failure has occurred please call at 425-226-8100, Pages will be re-sent to you, [ I URGENT [ I REPLY ASAP [ I PLEASE COMN[ENT [ I PLEASE REVIEW[ I F/Y/I REMARKS: 4-T- A,e-,�, /s T� 6,�---n- yotc )eevu ev�7w ii2 oag- ��77 c fw'71 Ccllxt, .45� MWg- kFpF q �Opl 0� 9%is C�v,-n. F ra "T OU) TO 39Cd 00 vi1v -1 d 6b98-9ZZ-5Zb 55 :80 L00Z/50/90 R. L. ALIA COMPANY ;1 �-�- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 (425)-226-8100 OFFICE (425)-226-8649 FAX 1' E N T O N 1111 10 n/ 1111 1C11Yt SUBMITTAL SUMMARY SHEET Submittal #: � / Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: -/ _0 7 Subcontractor or Supplier: Sheet I of t c Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: uj '< a i •' i t If . � 1 LU + Y - _ - ..- ... — ---- ---- ---- . !- 1 I 1 , o Of o _ j Cb 1 --- — -- 9►F1T ------ — —— — Z ,. t�L •aY t : 1 : . R R. Le ALL4 COMPANY, GENERAL CONTRACTORS PUMPING STATIONS 107.WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E- MAIL r1.DDR.ESS= GJPANK©RLALLA.COIVI CONCRETE STRUCTURES (425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226 .8649 FAX LARGE DEWATERING EQUIPMENT ,FAX TRANSMITTAL, DATE: ! �� TO: 17LL6'Y FAX #: IHa FROM: 1?11--k REFERENCE: A-77-1 �zsv NUMBER OF PAGES INCLUDING THIS COVER SHEET: ----- If you do not receive all pages or a failure has occurred please call at 425-226-8100. Pages will be re-sent to you. ] URGENT I REPLY ASAP [ ] PLEASE COMINIENT [ ] PLEASE REVIEW [ 7 F/Y/I REMARKS: "THOU" t0 39bd 00 Vnd -I d 6b98-9z71—Szb SS :t7T GOOZ/T0/90 I r i , : ti I ' i 1 � I i 1 Cb �► A : CLi „3 AID i � i i+in i : I Z co mLd : 0 0 1 I , Re L. ALIA COMPANY = - GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 R (425)-226-8100 OFFICE (425)-226-8649 FAX E N T O N SUBMITTAL SUMMARY SHEET Submittal #: 4 Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: Subcontractor or Supplier: Sheet of I C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor &P0SEb 60NS'7-J?U-1ne✓ �cf c1C� �G1NC71![..v< Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: lee cw Aha Company GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425)226-8100 OFFICE UNDERGROUND UTILITIES (425)226-8649 FAX LARGE DEWATERING EQUIPMENT City of Renton -SW 34TH Street Culvert Replacement Project Proposed Construction Schedule and Sequencing Plan-#s 1 &6 (Note- "Days"are working days) I _ Activity# Days Description of Activity 1 1 1-call Utility Locate 2 1 -5 TECP Devices 3 4 Road Closure 4 5 Grind Pavment(Sewer Run and Culvert Crossing) 5 6 Equipment to Site L76 7-21 Install Sewer&Storm Pipe 8- 12 Temp Watermain (Congruent with#6 above) (Need Clarification) 21 -25 Test/Flush/Activate Sewer Line 26-29 Patch Sewer Trench 10 10- 14 Vibrate-Drive Soldier Piles in Roadway Area (Shoring)Congruent with#6 11 15- 18 Drill in/Activate Dewatering Wells (4 each) 12 19-20 Divert Creek to Eastern Most 2 each Existing 72"Culvert Pipes at Both Ends (Temporary Diversion) 13 25-27* Excavate and Remove 2 each western most 72" CMPs. Salvage and Prep for Re-use as diversion pipe. Drive steel plates between soldier piles, east side only. 14 28 -30 Re-install 72" CMP as creek diversion p�lpewest side�ofwork�zone��­_ 15 30-32 Divert Creek to west side into diversion pipe. Seal off work area and pump -- middle 16 _t 33-36 Remove remaining 72"CMPs and excavate temporary settlement ponds as shown. Grade out and sheet east wall (shoring). All work areas graded out 17 j 37-40 Set/Pour CDF Base/Rock Subgrade 181 41 --44 Set Box Culvert Bottoms and Stream Rock 19 45-49 Set Box Culvert Tops. Install Attachments 20 49-62 Wing Wall Construction 21 55-60 Stream Rock and Root Wad Placements 22 63 64 Connect Storm Drains to Outfalls 23 65-68 Pull Soldier Piles/Backfill to Top of Box Culvert — -_- 24 69 Pull Wells and Creek Diversion 25 70 -75 Reconnect Watermain 26 75 85 Electrical 27_ 62 -70 Parapet Walls 28 1 75-80 Grade/Pave Road and Sidewalk _ - - 29— 8� 0-88 Landscap a _ 30 80 Demob Equipment 31 85 Roadway Striping and Signs _ 32 80-88 Hand Rail 33 TBC*** Punchlist *,Dependent on draw down of water table *** To be completed by City of Renton & R. L. Alia Company CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT E CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC,CONTROL,PLAN CONSTRUCTION COMPANY: R.G. g' 14r Coln A— ;e ppl, DATE.— ADDRESS: /U 7 A✓E 5 .:... . 7 PI:TZMIT#: PHONEM_���5J ZZ6--eao _ CONSTRUCTION SUPERINTENDENT: ei c,4-- Am MOBJCEI I.:# ;.Z) IF43-3S9v 5w 3`ITq Sr C U[.✓E2T /�C�PL1f CE/77L 1 PROJECT NAME': Pp,�#; 'fzs Z2fo- GAI sw � �[ sr. BtrruLV PROJECT LOCATION: 1-;Am sac L ¢ u/4Mlle xte N/E/S/W OF: WORK TIME: 7-oo 4m - q=oo lem APPROVED BY: Jw rmAG AE,S(�uit a6-2 9-0-7 To crd-14-G 7 �r�GN INy \VORK D/j.TEr� -lS-0`7 rn 12-zi -0-7 Glazv¢ZAPPROVAL DATE: bJ•2(- �7 NOTES: I. WORK ZONE TRAFFIC CONTROL SHALT.BE IN ACCORDANCE WIT14 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 2. CALL 911(USING A LOCAL PITONS)OR 2534S2-2121(USING A CEY,1,PHONE),ftnte AND POLICE DEPARTMENT'S BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT-OF-WAY. 3- CALM.MSTRO TRANSIT CONTROL CENTER AT 2Ma4-2732-AT LEAST TWENTY-FOUR(24) HOURS BEFORE ANY STRI~ET OR LANE CLOSURE AND 30 MINUTES BEFORB THE ACTUAL CLOSURE 4. THIS PLAN MUST BE SU13hE r ED AT LEAST THR)M(3)WORKING DAYS PRIOR To WORK, 5• APROVED TRAFFIC CONTROL PLAN MUST BEAT THE WORK SITE DURINCr WORK HOURS. 6, ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORD WITHIN THE CITY-RIGHT-op- WAY MUST DISPLAY A COMPANY LOGO(ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME,ADDRESS,AND TELEPHONE NUMBER)AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMWT COMMENTS: SKETCH 11,fw k-7 Sk - / AIJD have been Inforuird Of Illy rest) isibi ties for traffic control and OFFICE copy agree to comply with all traffic cgul• ons of the City of Renton. CONTR&,CTOtt D6V,S&VICIF,WSP=014 K KITTRICK/ SIGNATURE: - DATE: 5-I X-o 7 DEV.SERVIC&PLAN REVIPW POUCE KAT E McCUNCY Ric,rltR p L, �u iF P/LDS t OWN T FIRE JIM GRAYlSTA.N 11 trlmcrtr mrrnr n Zo 00 VI1v d 6b52-377-SZV bT :LT "fjA7 agree to comply with all traffic regulations of the City of Renton,, l 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 plain shall be performed in compliance with the Manual on Uniform.Traf c Control Devices. I shall notify emergency services twenty-four(24)hours Ucfore 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 s 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: h�����. Z. D.O.B. X. SS#: HOME ADDRESS: 10 7 ��rtl7vt1 ltJ,� ��b5 7 ' WORK ADDRESS:�� WORK PHONE:_(k �-2-2 6- l 1rIOME PHONE: (2.0 qZ e COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR.: WASHINGTON STATE DRIVERS LICENSE NUMBER: t� d al acentedpw/ua Icon troVbli 00 VI-1v -1 a 6b92-9ZZ-9Zb bT :LT LaOZ/LT/SB M4-2(L1 M20-50) Y{2n•l . Eno Block on Orange RtoxT u ROAD NOTE ROAD VORR VtA I. f Buffer Vehicle is not used see or reverse cone toper to p uffer Data Table for required 20 20 show end of work area buffer space distance. 500'+ Buffer Vehicle with TMA (optional) L x x x PE4 i —'1 R I"— f"'B 4 Id i I i •I I aV1WQRK �' AREA {�� o o o e "L_l=.l BUFFER DATA SIGN SPACING TABLE CHANNELIZINO Buffer Space Roadway Type Speed x DEVICE SPACING (FT) 1500't MPH Toper Tangent Speed (,MPH) 25 30 35 40 4S. SO SS 60 65 Freeways and SS/6S MPH (or as per Expressways P 50/65 40 80 8 (FT) : SS SS 120 170 220 280 335 41S 48S Rural Roads 45/55 MPH S00't 35/45 30 60 Buller Vehicle Poll Ahead Distance Urban Arterials 35/40 MPH 350't 25�30 20 40 4 Yard Ou7 Truck Stationary Moving 24,000 LBS Operation Operation Urban Streets Residental 25/30 MPH 200't 8 (FT) = 100 175 and Business Districts. 7 0 R LSC,%L Roil Ahead Stopping Distance Assumes /� rr��ssf�MM�rcc M nn f� 65 MPH Speed and Dry Pavement Q l�is uV�o u uU is MINIMUM TAPER LENGTH • L IN FEET Lone Posted Speed (MPH) TRAFFIC CONTROL PLAN Midth (feet) 25 30 T5 40 45 So SS 65 WASHINC704 STATE OCP WvEMT OF TRANSPORTATIOM LEGEND OLYNPIA, WASMIMGTON 10 105 150 205 2TO 450 Soo 550 - c o o Cnonne I i z i'ng Dev i ces 11 115 165 22S 295 495 SSO 60S Doi Sequential Arrow Siqn 12 125 180 24S 320 $40 too 660 780 i ITyp(cai000llcotlon - daytime operation of short duratlon II on o four-lone divided roadway where one lane is closed. Ineerporoted endrpee to Cnopter 6 of NUTCO and resigned SJO APPROVED MONTH DAY, YEAR I OAT( REVISION QY AR)R� STANDARD PLAN K- 7 i� e_ CITY OF • DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS sw _ 27TH i kl lot 1116,T&I&VL iIL- K . !, 4 P6 ¢� a; p — LLI r � olo LLI 10 kp -M1 s - — -415T,- w- - r rl If i- • ''fir' _ _ �_ i z I • � � 1 � 1 • • • •i i 01. CITY OF RENTON •r DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS 4'-0" 4'-0" 5" ROAD CLOSED ROAD CLOSED 2.5" 850 FEET 5" 1200 FEET o AHEAD 5" o AHEAD �- FOLLOW 51.5 FOLLOW DETOUR ROUTE 55 DETOUR ROUTE 101, G20-1 (MODIFIED) G20-1 (MODIFIED) ROAD ROAD WORK CLOSED AHEAD AHEAD W20-1 W20-3 30" 30" 30" LOCAL DETOUR DETOUR N ACCESS N N ONLY R11-4(MODIFIED) M4-9R M4-9L 48" ROAD O`o CLOSED_ R11-2 APPROVED BY: SK-2 G20-1(MODIFIED), W20-1, W20-3, R11-4(MODIFIED), M4-9R, M4-91L, R11-2 DATE: 02/28/07 SHEET: 1.0 A® CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS TEMPORARY TRAFFIC CONTROL DEVICES FOR SW 34TH ST. CLOSURE R11-4 R114 ROAD CLOSED ROAD CLOSED TO TO THRU TRAFFIC THRU TRAFFIC TYPE III-1 TYPE III-1A TYPE III-1B R114 R114 ROAD CLOSED ROAD CLOSED TO TO THRU TRAFFIC THRU TRAFFIC DETOUR DETOUR M4-10(R) M4-10(L) TYPE III-2 TYPE III-2A TYPE III-2B R11-2 R11-2 R11-2 ROAD ROAD 1 ROAD CLOSED CLOSED CLOSED [ilk 71%DETOUR DETOUR M4-10(R) M4-10(L) TYPE III-3 TYPE III-3A TYPE III-B mm DETOUR DE R M4-9(L) M4-9(R) M4-9(T) ROAD CLOSED END DETOUR RI 1-2 M4-8a APPROVED BY: SK-3 TYPE III, R11-2, R11-4, M4-10 (R)/(L), M4-9 (R)/(L) DATE: 06/22/00 SHEET: 1.0 Ro L. ALIA COMPANY == �- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 (425)-226-8100 OFFICE (425)-226-8649 FAX R E N T O N �111 %0 I11 flit IUNVI Submittal #: SUBMITTAL SUMMARY SHEET L Project Title: SW 34th Street Culvert Replacement Contract #: Contractor: R. L. Alia Company Date: 5-?--cD-7 Subcontractor or Supplier: Sheet I of 1 C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor p 1 F ES— 7—o V s-E / A/ /YI r J v s cry Usk cif 6RA✓EL 1gR��=ic.c �o;z Ti2e�tlCr�S L�MeA,-c-n�� f�2f/}ZTt=nl1 Tee- (� Cam.2Tlrr c41Z e�E C o/� Li4-. C (U Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: C, COBBLES GRAVEL SAND WSDOT 9-03.9(3)csec Coarse Flne Coarse Medium Fine Sieve Size Percent Specification Passing LiITlI's U.S, STANDARD SIEVE SIZES S inch 92" 6' 3" 1-11Z" ilia" 3J8° #d #SO #20 #49 #60 #100 #1200 71nch 100 I I ;:- ! I I ;I ! I I I I 61nch 51nch go I -I i — i 41nch I I II I I I I I I 31nch t I I __ 80 _ 2 112 Inch 2 Inch I r 1 V2 Inch j U To 4-4 IT I I j i ;1:- =: I I I i I 1 114 Inch 10tJ.0°10 10©ora Inch 98.4% 80-100% 3t4 Inch I I I w 505J8Inch 79.9% 60-SO°Io I { 1 � :; <_. I 112 Inch } 40 31$ InchJ4 1Inch 1 o U .: I I I I No.4 43.2% 25-45% 1t 1 a LLJ 1 1= 11 I j I j I I No. t80 No. 16 20 No. 20 10 I I I ryI I I III 30INO.40 3NO. 50 100 5 10 5 1 5 0.1 N0. 60 GRAIN SIZE 1N MILLIMETERSCA No. SD SAMPLE ID DATE No. FROM NO. 100 SAMPLED t s Ad 4112g07 No.200 4.3% - ° r� MATERIAL CLASSIFICATION 1 DESCRIPTION Mclsrur Sand L.A. ;Qe9ra Dust 3 iastiic Frar ure EquiV#;Abras'n dallan Raba,Sound Index. % m ca 5.2 1 48 1 114'Minus Recycled Material c• €� SIEVE ANALYSIS ` Miscelianous Laboratory Testing for Renton Concrete R_ecyclers OF AGGREGATE o IW GEoSci mus fNc Bothell, Washington METHOD ASTM C136 c PROJEc-r No„ 2007-064-23 FrGUR1= 2 LABORATORY COMPACTION CHARACTERISTICS OF SOIL CLIENT: Renton Concrete Recyclers,LLC fMAGEOSCIENCES INC. PROJECT: Miscellanous Lab Testing for Renton Concrete RaCyclers SAMPLE ID: AG-9 PROJECT NO: 2007-064-23 Sampled By: Gffent Tested By: EJB Date Sampled: 4/18/2007 Date Received: 4✓1812007 Date Tested: 412IY2007 MATERIAL TYPE OR DESCRIPTION: .1.25-inch minus Rec sled Material MATERIAL SOURCE, SAMPLE LOCATION AND DEPTH: Delivered by the Client Designation:E]ASTM D 698 EJASTM D 1557 Natural Moisture Content: 5.2 % Method: [:]A CIS EEC Oversize: 13.1 % retained on: 314 in. Preparation:[]Dry Moist Rammer.[X Auto Manual Assumed S.G.: 2-65 Test Data Dry Densi pc1 120.3 pop 1 122.4 123.E 121. Moisture Content N. 7.1 8.2 1Q.5 91.9 140 , _ — - Rook Corrected Curve _ Per ASTM D4718 Lab Proctor Curve 195 �_.... 100N6 Saturation Line ,• EE -- - - 130 ------------- _,_— - 125 - '• _ - - o , - 120 --- ,.,.� ---. 115 110 0 g 10 15 20 25 Moisture Content N Data Summa " Test Values At Other Oversize Percentages Percent(?versize 43.1% OA% 5.0% 10.0% 15-0% 20.0% 25-0%0 30.t1% Max.Dry Density(pc#)" 127.9 123.7 125.3 12ti-9 128.6 130-3 132.0 133,8 Optimum Moisture(°,6)" 6.7 9.9 9.5 9.0 8.6 8.1 T 7 7.2 va uas corroc o rove 2a ma ena per 04718,uaing a m med$pacific tavlly shown and ovehil>rie fnoisture oontant of 1% Reviewed i3y: George Mnassian FIGURE 1 This repoh applies only to the llama le91ed,and may be roproduoed in full,with writlen approval of HWA GEQSCICNCES INC. t00 3,L32ION00 NOINau SLZZZLL90Z XX3 8Z:OT LOOZ/LO/50 CO us ruAn.�er Date: 5-4-07 Attn: RL ALIA Project, SW 30 Street, Renton Subject: Certificate of Compliance Dear Sir, We certify that our material does not meet maximum value for any of the criteria stipulated in WAC 173-030-030(8). The material was sampled and tested in accordance with WAC 173-303-110. This material has been deemed non-toxic. Sincerely, U Gretchen Harris Sales Representative Renton Concrete Recyclers c00[A H,LHIDNOO NOINaN RL999LL90Z Xvd 8Z:OT LOOZ/LO/50 Re L. ALIA COMPANY �= �- GENERAL CONTRACTORS _ 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 " (425)-226-8100 OFFICE (425)-226-8649 FAX L\ E N T O N SUBMITTAL SUMMARY SHEET Submittal #: Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: Subcontractor or Supplier: Sheet i of l C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor 5uRt/EYoJ2- 0u,4t.tF-,,crA71-on/f 45-1 Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: PL S, Inc. Professional Land Surveyors Ben V. Petersen, P.L.S. Director of Surveys Registration Licensed Professional Land Surveyor State of Washington(1978)and Oregon(1992) Education A.A. Forestry, 1971 -Green River Community College Construction Management, 1972- University of Northern Colorado Memberships Land Surveyor'Association of Washington(LSAW)—since 1978 American Congress of Surveying and Mapping (ACSM) Member-Spatial Reference Center of Washington(SRCW) Recognitions 2007 President-Elect—Land Surveyors'Association of Washington Award of Merit-Land Surveyors'Association of Washington—2004&2006 Past-President—North Puget Sound Chapter of Land Surveyors'Association of Washington Presentations Dam Settlement and Drift Monitoring—Boundary Dam International Review Committee Surveying for the Downtown Seattle Bus Tunnel—Land Surveyors'Assoc.of Washington Settlement and Drift Monitoring-Land Surveyors'Association of Washington New Horizons In Surveying—Rapid Excavation and Tunneling Conference(RETC)—June 2005 Multiple Tunnel and Settlement Presentations—2006 Joint Conference of WA&OR Surveyors Professional Experience Ben Petersen has over 30 years of survey and mapping experience throughout the Pacific Northwest. His overall experience and background includes geodetic control, route surveys, GPS, topographic mapping, cadastral and boundary surveys, hydrographics, and construction surveys. He was formerly the Survey Division Manager for White Shield, Inc. and INCA Engineers and from 1984 through 1990 at Horton Dennis and Associates, Inc. served as the Project Surveyor for such notable and technically challenging projects as the Downtown Seattle Bus Tunnel, Seattle Monorail and West Seattle Bridge projects. He is an acknowledged expert in settlement and drift measurements, and tunneling. He has served as a technical expert to King County / Metro with regard to soft-earth tunneling and settlement of high-rise structures, and is a frequent speaker on the subject at survey and tunneling seminars and conferences such as the 2006 joint conference of the Washington and Oregon Land Surveyors' and at the 2005 the Rapid Excavation and Tunneling Conference(RETC). He currently serves as a technical advisor to Sound Transit regarding tunnel settlement monitoring. Selected Project Experience: Metro Downtown Seattle Transit Tunnel -Seattle,Washington; Parsons Brinckerhoff and King County/Metro Project Surveyor in charge of over $1.5 million in design and construction surveying services, including control surveys, settlement monitoring and interior building surveys,during construction of a$550 million Transit Tunnel project through downtown Seattle. Maplewood Water Treatment Plant- Renton Washington; City of Renton/Mid-Mountain Contractors Project Surveyor in charge of the construction surveys,and settlement and drift monitoring of surrounding structures during construction of an$11 million water treatment plant. Boundary Dam—Metaline Falls,Washington; Seattle Public Utilities Served as an expert witness and technical advisor to the City of Seattle and an International Dam Safety Review Commission with regard to improving the survey monitoring system for a 300-foot high arch dam. Meydenbauer Reservoir Settlement Monitoring - Bellevue,Washington; City of Bellevue/Skaar Construction Project Surveyor in charge establishing and monitoring settlement and drift of surrounding structures, roads and utilities during construction of a$5 million water reservoir. Maplewild Ave. SW Earthquake Repair- Burien,Washington; City of Burien/C.A. Carey Corporation Project Surveyor in charge of the construction surveys and extensive settlement and drift monitoring of residential structures and landslide-prone slopes during construction of an earthquake-damaged area overlooking Puget Sound. West Seattle High-Rise and Swing Bridge Projects -Seattle,Washington;ABKJ and Tudor Engineers Project Surveyor in charge of providing the base mapping,survey control, staking,settlement monitoring and as-built surveys during the design and construction staking of a$250 million high rise bridge and$70 million swing bridge across the Duwamish River. Re L. ALIA COMPANY = - GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 (425)-226-8100 OFFICE (425)-226-8649 FAX K E N T O N took 4 URVI SUBMITTAL SUMMARY SHEET Submittal #: 7 Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: - Y- o 7 Subcontractor or Supplier: Sheet I of I C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor Legend: C=complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: lee c*pifte Alfa Company GENERALCONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E-MAIL ADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 11, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34TH Street Culvert Replacement Project Sewer Bypass Plan - #12 ATTN: Allen Quynn Bypass Area—Ex MH to new SSMH-1 1) Sewer line constructed, tested, accepted by City of Renton between Ex MH at 34TH & Lind 2) Sewer bypass of Ex MH to new MH SS-1 3) Construct/test/accept sewer between Ex MH to new MH SS-1 4) Remove Bypass Bypass—3"pump during working hours. Gravity(temp pipe) during off work hours CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT R. L. ALIA COMPANY �- GENERAL CONTRACTORS _ 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 R (425)-226-8100 OFFICE (425)-226-8649 FAX 19 E N T O N SUBMITTAL SUMMARY SHEET Submittal #: Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: 5--(Y -(�, 7 Subcontractor or Supplier: __ 0t-yrPrc- =vu�o� y Sheet I of C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor Cu26 G�z�vt &?ATE � 4-no o s � x 6 " Z-o c,<,A-dC, /n# 'tN4 / c"a I/OL � Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: 28" 17 3/4" 7 7/8 aFco susovc Oct �J O N V R u c Z 3/4„ Z. M N � N g 30" 0 r f N DUCT IC t/2- TYP 1/16" TYP /16" DRAFT 25 1/2" 24" 23 3/4- 3/16" NON—SKID 6„ DIAMOND PATTERN N 2 1/2" 3/a 4" REF 5/8" TYP i I 3/4„ 1" 6" 122" L _I 6" HOOD 9" HOOD HOOD ATTACHES AS SHOWN 2-1" DIA. HOLES FOR 3/4„ BOLT, WASHER 7 NUT 18" 3/4' 1/2.i /4" 3 1/2 — — — ' T I I I -20- I NOTES: OLYMPIC FOUNDRY INC. 9" HOOD IS KING COUNTY STANDARD 2-016 18" X 24" THRU CURB FRAME, VANED GRATE, & HOODS LAPPROX ME do HOOD; CAST IRON ASTM A48 CL30, GRATE; DUCTILE RATING: H-20 PART NO. SM 52 VG A536 CL80-55-06 T: FRAME-220/. GRATE-7a/, 6" HOOD-70/. 9" HOOD-90/ REV: A DATE: 7/03/03 NEW BORDER REV APPROVED DWN: CL DATE: 07/03/03 REV: x DATE: xx/xx/xx DSC: A ATE: n : .06 CHKD: CL DATE: 07/03/03 mO OJO DWG /: SM52 VG SCALE: N/A SHEET: t OF 1 WATER AND SEWER COVERS HAVE 1 - 1" LIFT HOLE, DRAIN COVERS HAVE 3 - 1" LIFT HOLES FOR 5/8" - 11 NC x 1 1/4" SS SOC HD CAP SCREW (3 REQ'D) 3" RAISED DRILL & TAP: 5/8- - 11 N.C. LETTERS AS 120 DEGREES (TYP. 3PL.) REQUIRED 1/2" 1 7/s" o o 1 1/2" CORE (TYP.) COVER 3/8- FRAME1" 25" 26 3/8" 25 1/4"� 1" 6" 3 4" 23 3/4" 33 3/4" NOTES: OLYMPIC FOUNDRY INC. *NON-SKID PATTERN (TYP) *APWA STANDARD PLAN #42 24" X 6" LOCKING MANHOLE RING & COVER MATL: CAST IRON ASTM A48, CL30 RATING: H-20 I PART NO. MH30AJOF APPROX W1: RING-210 LBS. COVER-150 LBS. REV: A DATE: 6/23/03 NEW BORDER DOCUMENT APPROVED DWN: CL DATE: 06/23/03 `n° ii REV: X DATE: XX/XX/XX DSC: BY: DATE: CHKD: CL DATE: 06/23/03 m0 °J0 DWG /: MH30A DT SCALE: N/A SHEET ORL. & TAP 5/8" - it 0- 4" 4 HOLES WHEN SPECIFIED � � 3/4_ BY CUSTOMER 2 1/8' 3/4" 0 0 1 7/16' O o a N ry M v ry x x x 3/4" HIGH LETTERS O �+ RAISED 1/8" 00 0 0 1 7/16- 1" SLOT DETAIL 3/4' 1 t/4- -� 23 3/4" —( z" DUMP NO POLLUTANTS OUTFALL TO STREAM -I F 1/2" 5/8" U 00 � \ o a M 0 L —1 o T— —r u I FLOW— -7 oD D Q �o 1 � LEVELINGS PADS NOTES: OLYMPIC FOUNDRY INC. KING COUNTY STD. 2-014 & 2-018 18" X 24" LOCKING FRAME & VANED GRATE LAPPROXWT: 06 CAST IRON ASTM AaB CL 30. GRATE; DUCTILE IRON ASTM RATING: H—2 0 PART NO. SM 50 VG D T AME - 125 LBS.. GRATE - 74 LBS. REV: A DATE: 6/20/03 INSERTED NEW BORDER REV OVED DWN: CL DATE: 06/20/03 r = , REV: X DATE: XX/XX/XX DSC: A CNKD: CL DATE: 06/20/03 DWG f SM50VG DT SCALE: N/A SHEET: 1 OF 1 Re L. ALIA COMPANY = - GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 (425)-226-8100 OFFICE (425)-226-8649 FAX E N T O N nr u rrf llrl lC�rl SUBMITTAL SUMMARY SHEET Submittal #: Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: Subcontractor or Supplier: Sheet I of C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor AsPI- A(- T InIk Pt�«ti nl,.7-E T 3 0( . T,,�D Sty C,q,� Rc 1r -ru F'n A (7,s 3 3�11. k)s - 3/3- Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: MAR-08-2006 08 : 52 AM WSDOT MATERIALS LAB 360 709 5575 P, 02 Washington State Department of Transportation - Materials Laboratory PO Box 47365 Olympia / 1655 S 2nd Ave Tumwater / WA 98504-7355 BITUMINOUS SECTION TEST REPORT WORK ORDER NO : 006611 TEST OF: A.C. P. JOB MIX DESIGN CLASS A AND B LAB ID NO : 0000329501 DATE SAMPLED: 01/16/2006 TRANSMITTAL NO: 329501 DATE RECVD HQS : 01/19/2006 MIX ID NO: G61510 S R NO: 18 DID ITEM NO: SECTION: MAPLE VALLEY TO ISSAQUAH/HOBART RD. Mat' 1: 3/4"-1/8 " 3/8"-0 BLEND SAND Combined Specifications Source, A-477 A-477 A-477 Ratio: 20 . 0 w 68 . 0 t 12 . 0 $ 100$ - - - 100 . 0 100 . 0 100 . 0 100 1/4 100 . U� 100 . 0 100 . 0 100 100 1/2 84 . 6✓ 100 . 0 100 . 0 98 , 90-100 3/B 35. 9 97.8 100 . 0 86 75-90 4 4 . 9 63 . 6 10010 56 46-66 10 4 . 2 3.6.7 90 . 0 37 30-42 40 2 . 9 14 .2 29 . 0 14 11-24 200 2 . 10 6.50 2 . 60 5 . 0 3-7 *-LABORATORY Asph I by Wt of Total Mix: 4 . 3 4 . 8 5 .2 5. 7 6. 1 6 . 5 Stabilometer "S" Value: 41 39 41 39 37 39 Cohesiometer "C" Value: 131 194 180 188 194 234 Density (lbe/'cf) : 140 . 8 142 . 5 143 . 2 145..2 145. 0 147 . 0 t Voids - Volume in Mix: 9 . 3 7 . 9 6 . 5 4 . 5 4. 0 1 . 6 k Voids in Mineral Agg: 18 .3 17 .7 17. 7 17. 0 17.5 16 . 4 Max Density from Rice: 154 . 9 153 . 7 152 . 7 151.4 -*-*-*-*-*-*-*-*-*-*-*- *LOTTMAN STRIPPING EVALUATION*-*-*-*-*-*-*-*-*-*-*_*_*_ 0 . 0% 0 . 08$ 0 . 174F 0.33* 0. 50% U. S. OIL Visual Appearance: SLIGHT SLIGHT` NONE NONE NONE t Retained Strength: 71 82 83 98 80 -- -- --- - Visual Appearance SLIGHT NONE NONE NONE NONE % Retained Strength 77 87 69 90 90 rIJ -*-=-*-k-*-*-*-*-*-*-*-*-*-*-*-RECOMMENDATIONS- supplier U. S. OIL -- ------ U.S. OIL PARAMOUNT Asphalt. (by total mix) 6. 0 6 . 0 Grade of Asphalt P054 -22 PG64-22 Anci Strip (by wt agg. ) 0 . 17 0 , 08 Type of Anti Strip UP-5000 UP-5000 Max. Density lbs/cf 151 . 7 151 . 7 Mixing Temperature 306 TO 316 F 313 TO 323 F Ignition Furnace Correction FaCCor: (1 . 02 INFORMATIONAL ONLY) MIX YD NUMBER : 61510 61510 Remarks: Headquarters : T160-1 Materials File x T166-2 Bituminous Section x T172 - 1 TH014AS E . BAKER, P _ E . P.euiufi : Northwest T175 - Materials Engineer ,onstruction 41_x By: Dennis M. Duffy, . P . E. MaCeridlS (G En 41_x (360 ) 709-5420 PE . D . CASE x :2 Dar_e . R. L. ALIA COMPANY GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 R (425)-226-8100 OFFICE (425)-226-8649 FAX ENT ." N SUBMITTAL SUMMARY SHEET Submittal #: /U Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: .SSis _7 Subcontractor or Supplier: Sheet / of l C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor /"l�uPvS�EYJ L-�s r o� suB<o�./r2f/c To/Gs Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: R. cot Aha (foinpan�f GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 14, 2007 City of Renton 1055 South Grady Way Renton, WA 98057 Re: SW 34TH Street Culvert Replacement Project Proposed Subcontractor List Following is our list of proposed subcontractors for this project: Ashford Electric—Electrical Buckley Nursery—Landscaping Kepler Construction—H-Beam Installation Lakeside Industries—Asphalt Paving Malcolm Drilling—Dewatering Peterson Bros. — Guard Rail PLS — Surveyor Stripe Rite—Traffic Markings CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT R. L. ALIA COMPANY GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 L� (425)-226-8100 OFFICE (425)-226-8649 FAX I\ E N T O N 1111 \U 11/ 1111 l L'mrl SUBMITTAL SUMMARY SHEET Submittal #: I Project Title: SW 34th Street Culvert Replacement Contract #: Contractor: R. L. Alia Company Date: s-<s--­_7. Subcontractor or Supplier: Sheet / of l C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required p of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor TesCt� t�4t✓ r�J `-f3� ✓Dti�iJS� T"D Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: R. cot Atha Company GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 14, 2007 City of Renton 1055 South Grady Way Renton, WA 98057 Re: SW 34TH Street Culvert Replacement Project TESCP - #s 4 & 5 R. L. Alia Company hereby intends to utilize the Temporary Erosion and Sedimentation Control Plan as shown in the Contract Drawings, Sheet 3 of 16, together with section 1-07.15 of the contract specifications. CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT R. L. ALIA COMPANY �= �- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 R (425)-226-8100 OFFICE (425)-226-8649 FAX E N T O N %nr ru ur 1111 11.c11vl SUBMITTAL SUMMARY SHEET Submittal #: 5- Project Title: SW 34th Street Culvert Replacement Contract #: Contractor: R. L. Alia Company Date: 5--�y- : 7 Subcontractor or Supplier: Sheet of C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor T12 lQ Fr« v TIZo i-- Pi,AV S J 7b/'M 141/oC yN STA L L 4-77 at/ i n Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: A �`. h Company GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH PUMPING STATIONS ROAD CONSTRUCTION RENTON, WA98055 E-MAILADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT May 11, 2007 City of Renton 1055 Grady Way Renton, WA Re: SW 34Tx Street Culvert Replacement Project Traffic Control Plan - #15 ATTN: Allen Quynn 1) Closure of 34Tx. Dates— Closed on Day 4. Re-open on Day 150 Plan Attached 2) Sewer and Storm Pipe Installation Dates—Closed on Day 4 and on Days 7 through 29. Plan Attached CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS TRAFFIC CONTROL PLAN FOR CLOSURE OF SW 34TH STREET R11-4 R11-4 ROAD CLOSED ROAD CLOSED TO TO THRU TRAFFIC THRU TRAFFIC TYPE 111-1 TYPE 111-1A TYPE IIIAB R114 R11-4 ROAD CLOSED ROAD CLOSED TO TO THRU TRAFFIC THRU TRAFFIC DErWR Ms top} Ll TYPE Hl 2 TYPE III-2A TYPE U(-2B R113 R/1,2 R11,2 ROAD ROAD ROAD CLOSED CLOSED, CLOSED DET" wl J TYPE IN TYPE I(M TYPE III-S ROAD XTOM CLOSED R11-2 M4-8a APPROVED BY: TYPE 111, R11-2, R11-4, M4-10 (R)/(L), M4-9 (R)/(L) DATE: 06l22/0( SHEET: 1.0 C:\Traffic Opv-oU *\TCP\TYPE—I Ldwq e, CITY OF DEPARTMENT OF PLANNING, BUILDING 8t PUBLIC WORKS ro s 6b+",41 g -41 x 'i•r ; Tit '� "tag`+ n J ea •t$�4i �. `a a ,,.. ,, '^ R � � G f„ a i p k�° r y abt } a 5{ WWII ff WK. • ORDER . IA DATE: S • A CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS 5 ' x 10" 020-1 (MODIFIED) G20-1 (MODIFIED) ..S W20-1 W20-3 30'° 30" 30" LOCAL N 'ACEcv i ,ONLY RI 1-4(MODIFIED) M4-9R M4-91- 48ROAU 0 co CLOSEU R11-2 APPROVED BY: G20-1(MODIFIED), W20-1,W20-3, RI1-4(MODIFIED), M4-9R, M4-9L, Rif-2 DATE: 02/28/07 SHEET: 1.0 TRAFFIC CONTROL PLAN FOR SEWER & PIPE INSTALLATION r NOTES flo4diIghts shotl be provided to mark fia94er stcttons at ni.gnt, C2azo ►' 2. If M? ce "Pk MOO 1s vtslbl* from ont station► one 1107 r May bt ulos onerrrise two f107gers and signing xlll••be rtgv red;cach dtreoltCn► 0 3. S1Qn leQvtPTot is tht sorzt for loth directions of travel: �. St! Zufftr Octa Toblos Use of buffer "venlci� is r*comrnfi',eta .. '�a t:?'�7 .� �os'k v+ht.eie. if buffer vthiale' Is uscd. Inlnimum •i� from ttid 0? }spte' to Wrk oreo shal i bt total of "R" {Pal I cheod * . dtltOnee) p4trs 1'+tng?t) o} vt»talto plus."D" tbVfftfr space}. if buffer RsS * vthieIlk is not used► Minimum d)stcnce iho}I be "S". S. Shady burning worttInq tlgTnts (typ0 C► "i�lUTCD) sh0vld be uses to Mork chamo iztng Qevlats of night as needed. "a, �/ �h4e` t. R1?her reverse cone taper or sign 020-20 may be' used to show end 0 of work area. 1 .W20.70it llIJFFER pATA R s !' •}' P�tEiAtttO .+ atT}tel` Spore to SpteQ t)SP)t) �S 34 35 t0 �S SO 54' .tC. t5 tI (fT) • E3 .tS i2t? 17a 22C 2t4 335 ,�15 DES (001,10mi) wftr 1010! Pot AAeaC 0t:tt6ce on IARt 'tor4 p ,p firtrak Stet l onar5r Mttvi nq ,} 24•000, LOS Cp+*atiors flperction . � E tFTi a , .. )a0 ►TS. pg �, 1f20 4 Rol 16S F SpcM candy tovemn:t CNANNi; NC DEVICE SPACING {fT► WM Toptr ToNtnt SICit SPACINO TAELE iyAp Soft$ e0 to Rooexoy TYpe " Spoea X ' 4o�ttt us/As 30 to f I oo Er 1� Axtro - ®Q�3 {L. zs/30 20 40 xpreees .,cTs tsns Mpgfor er AQ1RHcV USE Rurot Roofs 0/55 m 5000f lfC[1t0 urben Arterlcls 3SM4 WN 350" Urban Strttts TRAFFIC CONTROL. PL AN ►+� CnonneHxln9 Devices A; der�ta} OR 2R/34 !dP}l 204'! ' d Dusirttss VASMtNCTQA STATI DCPAMXtXT at TkAl ?"lAn on �"' Floggtr Dl:trtds RTxttA. xASM}RCTara of o two►ac�i h1g nrcy hnereronel o n tone�isos cfed and tiae;9iRq lS provided. tneetgee at+a Monger to enopt�r.t: of Mt4CD aw rntpnN ff0 At Oyto MONTH DAY. YEAR wt Mvistcm it A"wo STANDARD PLAN K-2 R.L.107wLIA COMPANY Ave. South Renton, Washington 98057 Contract. License #R.LALIC#104PT DATE JOB NO (425) 226-8100 • FAX (425) 226-8649 ATTENTION A 4 LEA/ 42,A A,A/ RE: _ TO �r tri f:4 /f�/ -S 7- bI Ay 0 '+ 2007 T-a LADIES/GENTLEMEN: At WE ARE SENDING YOU ®'Attached ElUnder separate cover via @dill DiNGDIVWNowing items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO DESCRIPTION THESE ARE TRANSMITTED as checked below: -For approval ❑ Approved as submitted ❑Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS /�L 4,[5-9 SueM ,7—^ C"Q/y- (�o.0 c4-67 -. �r/r✓ L7CSCUSSE-D r la C t-L{OCV 1-{--7ZEMJ 57agI'1/7r4 /�4-ck�' e= /S /NForzeni4riw/ o,y -TH-E 26 " /n W-, / !S m u/r Age- A&z;7mer Byi 4,-r,4 A r- -r{w ✓EYz y ST/�/�T c�F Trt P2o r, ST is SPEC r+4 L n/ ' 7)//�E ©F7 :E::r� -r- �Ts s'����- . Ct,,J Yo AE)�tl(F 87kRFA, Re:UiFu/ OF 96 " 17W qwo PAoI./,aF US L4)177{ /0Ua RErfi�✓ Rau L:7T 017:r4P s0 Q// - 6� ��r 7' T o/zo c-46 Fog yo„�/L- l.t7-,+VC /ti /fir i!02. COPY TO SIGNED: LT-584-2 if enclosures are not as noted, kindly notify us at once. PRINTED IN U.S.A. Re L. ALIA COMPANY �- GENERAL CONTRACTORS _ 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 R (425)-226-8100 OFFICE (425)-226-8649 FAX E N T O N SUBMITTAL SUMMARY SHEET Submittal #: I Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: 5-,f- 7 Subcontractor or Supplier: C U Z (�'oN(--tZETC Sheet of C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor TyP E ZZ- c 6 6 3 C(3 4V Aczrc/S lnrwi RC,,,V (� L"c Jfpj- 6 7 L 4,r,5- /YI L/{b y E72 s �o I ZPwc /Y1l{ Szp s Legend: C=complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: luo Storm Drainage Submittal Package • � si 19604-67th Ave NE Arlington,Wa. 98223 Telephone (360) 435-5531 Fax (360) 435-8575 Conforms to: 4' 8' or 12' -�� • Washington State APWA/WSDOT (Standard Specifications) ` ASTM C478 Manholes ` ASTM C443 Rubber Gasket Joints A-3 ' ASTM A-33 and c-150 28 day compressive 12• strength f'c - 4000 psi. Reinforcing • Top Slab: #4 deformed rebar around opening, diagonally on both sides of opening 0 8' O.C. In both directions. ` Circumferential Wall: Minimum 0.12 sq. In./linear ft. • Base: 0.15 sq. In./linear It. in both directions, minimum yelid strenght - 80,000 pal. 11,21,3' or 4' Hole Dimensions ` Standard Base: Blank. Stock Special: Three way 24' knockouts provided for pipe entry. Core Drlli Base: Hole size equals pipe O.D. plus manhole wall thickness. • Maximum hole diameter Is 36' ' 8' minimum distance between holes Steps and Ladders Meet ASTM C478 4' • Steps placed vertically 12' o.c. • Ladder provided with base. Structure Dimensions Stock Special 6. • Inside Diameter: 48' ' Outside Diameter: 58' ` Wall Thickness: 5' Base Thickness: 6' Weights ' 2' x 48' Base: 3100 lbs. 3' x 48' Base: 4000 Ibe. • 4' x 48' Base: 4900 lbs. 21,3' or 4' • 1' x 48' Section: 900 lbs. 2' x 48' Section: 1800 lbs. • 3' x 48' Section: 2700 lbs. • 4' x 48' Section: 3600 lbs. 8• 1' x 48' I.D. Flat Slab: 1700 lbs. -- 8' C.B. Riser: 240 lbs. ig6n4-6)7th Ave NEA,HingtonWa. 98223 Telephone (360.) 435,--"131 Fc-A (360'� 435 Conforms to: ' -164,16hingtan Stata APW-A;WSD0 t " ASTYa 0-478 Manhof(Dt ' ASTU C-4-43 Rubb ., '--aaska, Jalat8 ' AST M 0,-J3 and 0-150 28 day Reinforcing * Top -Slab: #d dellanned xabiar around opening, diagonady an both sidea at opening 4P a' a��. In both directions. * Circumferential Well: Minimum 0.24 sq. k0flasaw ft. * 3ase. 1.40 sq. InAlnear IL In both. diractiomo, ninirntim yeild strancht - 00400 paL -Hole Dimensions atfindard Base: Blank Care Drill Bass: Hole viza squads pipa OZ; oh;s cr 4' -nanficla wall thickness. Jaximum hole dismew is 04, -.1nimum dinianca between hog as Steps and Laddera Maot ,btu TIA 0478 Stop* Aare verticafly 120 Ladder provided with �asw. 12* 'UCtUre Dimensions Stj Inside Diameter: 96' Outside Diameter: 114� Wag Thickness,. 9' gas* Thickness: 1W walonts I, x 984 Bad* Slab. 0750 We' 11 x go* sdation: 3090 16M 21 x got, section., also tbs. a, x go* 304tiom, 9910 &a. 41 9V Seation; 12360 ibs. 1, x Id* i'D. F181 Slab: 8300 lbs, Aisar: 240 lba, i JjKd ij 4M M 19604 - 67th Ave NE Arlington, Wa. 98223 Telephone (360) 435-5531 Fax (360) 435-8575 IM C'6" 10" 2'- 2" 39-4" Conforms to: 21- 10" 3'-8" • Washington State APWA/WSDOT (Standard Specifications) • ASTM 'C-33 and C-150: 28 day compresive strength f'c - 4000 psi. / 34" 0"30" 24" " l; 4 Riser Section (not shown) .4" or 6" r1 Weight 160 lbs. 6" Riser Section 34" "30" 24" 20 " Weight 240 lbs. 12" 12" Riser Section ` Weight 480 lbs. �' 5 ,� 34" 22"30 26" Precast Base Section y. -» «>>«> • Weight 1850 lbs. : `:`:::: ::`:: O • Four way18" knockouts : provided for pipe entry. KO Reinforcing 0.12 sq. in. per foot. (all components) 1.0/3/2001 ,�4 i Ro(v ASTAA 0-33 and 0-15 24i Qla vognp asjavYa 1. 4 D a 3 i lk 112w robot wl 9' avo0en 4 gaugo ,sire 106pa 160 dearada apart W hAnAling, ApproulmAta weight fll !bja LEYHamilton Kent make the connectiol-7 July 21 2004 TSS_Material_Cert_R1 To Whom It May Concern This letter is to certify that : 1. All Tylox SuperSeal" Gaskets, manufactured by Hamilton Kent, in Isoprene Rubber, conform to the physical requirements for standard gaskets as detailed in ASTM C361, Section 6.9.1 & 6.9.1.1; and ASTM C443 Section 6.1.1 2. All Tylox SuperSealT°'Gaskets,manufactured by Hamilton Kent,in Nitrile Rubber or Neoprene Rubber, conform to the physical requirements for oil-resistant gaskets as detailed in ASTM C361, Section 6.9.1 & 6.9.1.2; and ASTM C443 Section 6.1.2 3. All Tylox°SuperSealT"Gaskets, manufactured by Hamilton Kent, in an Isoprene/EPDM blend, conform to the physical requirements for standard gaskets as detailed in ASTM C443 Section 6.1.1 and "Greenbook" - Standard Specifications for Public Works Construction Sec. 208.3. 4. All physical properties of Tylox SuperSealT" Gaskets, manufactured by Hamilton Kent are determined in accordance with the test methods outlined in ASTM C361, Section 10.5 and ASTM C443 Section 9. 5. AlI splices used in Tylox SuperSealT" Gaskets, manufactured by Hamilton Kent, meet the requirements of ASTM C361, Section 10.5.1.2 and ASTM C443, Section 6.2. Should you have any further questions, or require clarification, please do not hesitate to contact us. fJ ,rJ, r Maurice Fielder Quality Assurance Manager 416 675 9873 x243 Tylox' SuperSeal" Hamilton Kent Pre-Lubricated- rp; ,/ e3-, thc�g connection Gasket Say Goodbye to the lube For. Single Offset Joints ... bucket and brush . . . . . . Say Hello to fast, clean, simple installation Compression Section Tube Requiring no field lubrication, the Tylox• SuperSeal'" gasket* has a layer of silcone lubricant installed on the inner surface of the tube dur- ing the manufacturing process; sav- ing you time, and money, on the job-site. Self-contained Lubricant. Sealed within the tube, the lube is impervi- Lamell Locking ous to mud, dirt and debris. If you Serrations drop it in the trench, simply wipe Nose Lubricant the gasket surface clean and you're Layer ready to install. No special handling or packaging is required. Easier installation, without ... in Round or Elliptical Pipe, Man-Holes and Boxes equalization, is made possible due to the reduced gasket stretch required by the unique lamell/roll- SeJ"Centering of the Spigot ASTM C443, ASTM C361, ing tube design. Quick and easy to within the Bell is carried out as AASHTO M198.4 and CSA A- install means you save even more the tube rolls into the annular space 257 material requirement cornpli- time. during the homing process. ante. No gasket "roll" or "twist" dur- Elimination of Joint Kick Back, Pipe sizes to 144"can be accom- ing coupling is another benefit of is caused by the rearward locking modated.. the unique lamell/rolling tube de- action of the serrations as the tube sign, which reduces the insertion rolls forward force required. Manual coupling of up to 36" pipe is possible. Bell and Spigot protection under deflection is accomplished by the cushioning effect of the tube, as it rests within the annular space. x g INSTALLATION MATERIALS Ensure Bell, Spigot and Gasket are free from loose debris or foreign mate- Tylox'SuperSealT"gaskets* are avail- rial. able in the following materials: •Isoprene Stretch the gasket around the spigot, with the nose against the step, and the Optional Materials tube laying flat against the spigot. DO NOT LUBRICATE. •Nitrile (Oil Resistant) •Isoprene / EPDM blend (Ozone Resistant) -Neoprene (Oil and Ozone Resistant) Other materials may be available as special order. Consult your Hamilton Kent agent for your specific requirements. SPECIFICATIONS Align the spigot with the bell, and thrust the spigot home using suitable Tylox' SuperSeal'" gaskers* are mechanical means. The homing process will cause the lubricated tube to manufactured to meet the material "roll" over itself, above the compression section, allowing the pipe to slide requirements of the following speci- forward. fications: •ASTM C361 •ASTM C443 •AASHTO M 198.4 •CSA A257 -"Green Book" Other specifications may be avail- able as special order. Please consult your Hamilton Kent agent for your specific requirements. Once fully homed, the compression section seals the total annular space; the rolling tube comes to rest within the small annular space-acting as a cushion CONTACT US against side loads, and the serrations act to resist pipe pull-out. Hamilton Kent 77, Carlingview Drive Toronto, Ontario, Canada. M9W 5J6 Phone (800) 268-8479 Fax (888) 674-6960 Web-Site www.hamiltonkent.com E-Mail sales@hamiltonkent.com *Tylox SuperSeal Gaskets are patented under US Patent 4934716 Lit TSS t)30Ci ER2 MAY-26-99 10:47 FROM: CUZ CONCRETE ID= 360 435 8134 PAGE 2 Offmamilton Bent K `5 PART TYPE: 175 TSS CUSTOMER: Cuz Concrete Products Inc. COMPOUND: HK 0256 DIE : HK-1575 SIZE: 48" A.S.T.M. C-361 & C443 SPEC. a PHYSICAL TEST A.S.T.M.TEST SPEC. OBTAINED METHOD REQUIREMENT 1 Hardness D2240 40 - 60 46 Tensile Strength (psi) D412 2300 si min. 2541 si C Elongation 0 Break % D412 425% min. 51 89'° Compression Set % D395 Method 8 20% max. 12.15% � Oven Aging Tensile Retained 96 hrs 0 70°C (158°F) 85%min. 98.431% (D573/D412) Oven Aging Elongation 96 hrs @ 70°C (158°F) 80% min. 96.14% (D573/D412) Retained t Water Absorption Weight D471 (+5% max.) 2.03% Increase Ozone Resistance D1149 no cracks Passed 72 hrG. in 50 pphmlF Quality Aesuranco Managef i r ,4 77(;alrlingview Dove, Toronto, Ontarlo M918 6E6•Tol:(416)615 7822.1-900-.26$-U479•Fax. (416)674-6960 t f R, Flo* OCR, PRODUCT CERTIFICATION This is to certify that all of the Lane Polypropylene Manhole Steps and the Lane Polypropylene Ladders meet the requirements Of ASTM C-478 —he I/T' Grade 60 rebar in the rungs conforms to as ASTM A-615. The i - polypropylene conforms to an ASTM D-41 0 1. The smooth round bar in the ladder rails conforms to an ASTM A-36. The manufacturing of all our manhole steps and ladders is done in our plant in. Tualatin, Oregon. All of the materials used in the manufacturing process are of domestic origin. Jlj44 Kelly Robertson Lane International Corp. May 24, 2005 "--'.0- pox 9215 JC,,758 �Zf NAlanhassel Dr. Tuaiatir. Oregon 9706' phione, 503-692-9860- 80C,-666-0076 -axi 5703-692-9863 1,vvvvv.1 anei nternational.con-, HAND OLD 7" 177.8 mm------ 31/2' 88-9 mm; 0 Bright Red Reflectors ° o ° o ° ° o 00 o ° 0 0 ° °o °0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15Ya" 3871 mm------ ----+, 3558mm— —.. Hand Hold Step SPECIFICATIONS ' All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The /2" Grade 60 deformed reinforcing bar meets ASTM A-f>15. RUNG 1/2" Grade 60 Rebar I.ANEpoLypiropyLENEMANHoLESrEps Affffff /NTEHN,4T/ONAL CORPORATION P.O. Box 925 • 10758 S.W. Manhasset Dr. •Tualatin,OR 97062 • 503-692-9860 • 800--666-0076 Fax 503-692-9863 • www.lancinternational.coni P� 14938 1.4 -13" 330 mm --- 0- 44 93'8" 238.1 mm- -- - L-OB °O 6" 152.4 mm-----i•I ight Red Reflectors o0 0 0 00 0 0 0 0 0;40 0 0 0 0 0 0 0 0 0 14" 355.6 SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D- , 4101. The '/2" Grade 60 deformed reinforcing bar meets ASTM A-615. RUNG LANEPOLYPROPYLENEMANHOLESTEPAS INN COR)00RAT/ONAL P.O.Box 925 • 10758 S.W.Manhasset Dr. •Tualatin,OR 97062•503-692-9860• 800-666-0076 Fax 503-692-9863 9 www.laneintemational.com 1 2" S O o 6 U " .,a, ... O 0O U U 0 RADIUS WALL APPLICATION J-41 1 S3° �. (nnT 0 0 0 0 0 S y4',- q, PLAT WALL APPLICA'tM Ladders to be lastened to wall with 112' x 2,11<'stud anchors a , Polypropylene conforms to •�, a' K. ASTM D-4101. Madders meet all ASTM C-407 load WALL FASTENING regUirements. 12 STEP POLE' LADDER ALI= CO P017..47ION Phone 50ar684-0077 PO [lox 925 Fc1%50a,684-0078 18067 Sw tUwar BD nos ferry fed. Weight rack: 46 Ths. 1-800-666-0076 TuMatin,drogon 97062 IE -A -Am� NMI Sanitary Sewer Submittal Package WiT T1V11 ki I T I A 19604 67th Ave NE Arlington, Wa. 98223 Telephone (360) 435-5531 Fax (360) 435-8575 Conforms to: * Washington State APWAIWSDOT (Standard Specifications) * ASTM C478 Manholes * ASTM C443 Rubber Gasket Joints I ASTM C-33 and C-150 28 day compressive strength Vc - 4000 psl. Reinforcing • Top Slab: #4 deformed rebar around opening, 2' or 3' diagonally on both sides of opening 0 61 o.c. In both directions. • Circumferential Wall: Minimum 0.12 sq. In./linear ft. • Base: 0.15 sq. In./linear it. In both directions, minimum yeild atrenght - 60,000 pal. Hole Dimensions * Standard Base: Five way 18' knockouts provided 12' for pipe entry. ' Core Drill Base: Hole size equals pipe O.D. plus manhole wall thickness. * Maximum hole diameter Is 36* * 8' minimum distance between holes Steps and Ladders Meet ASTM C478 Steps placed vertically 12' o.c. Ladder provided with bass. 1',2',3' or 4' Structure Dimensions ' inside Diameter; 48" * Outside Diameter: 58' * Wall Thickness: 6' * Base Thickness: 6' Weights * 2' x 48' Bass: 3100 lbs. 3' x 48' Bass: 4000 lbs. * 4' x 48" Bass: 4900 lbs. 1' x 48* Section: 900 lbs. 2',3' or 4' * 2' x 48* Section: 1800 lbs. * 3' x 48' Section: 2700 lbs. 4' x 48' Section: 3600 lbs. * V x 48" I.D. Fiat Slab: 1700 lbs. ** 48' to 24' x 2' Ecc. Gone: 1500 lbs. 6 * 481 to 24" x 3' Ecc. Cone: 2300 lbs. * 40 x 241 Adjustment Ring: 75 lbs. Options • Kor-N-Seal Rubber Boots. • Pro-Channeled Bases. coo Conforms to: Washington State APWA/WSDOT (Standard Specifications) — ' ASTM C478 Manholes �= • ASTM C443 Rubber Gasket Joints --� Reinforcing 2' ' Top Stab: 16 deformed rebar around opening, diagonally on both sides of opening O 8' o.c. _ 4 in both directions. Circumferential Wall: Minimum 0.135 sq. in./linear ft. Base: 0.18 sq. In./linear ft. in both directions, minimum yelld strenght - 60,000 pal. 4 Hole Dimensions 12' • Standard Baas: Five way 18' knockouts provided ^� for pipe entry. Core Drill Bass: Hole size equals pipe O.D. plus manhole wall thickness. Maximum hole diameter Is 42' 8' minimum distance between holes Steps and Ladders Most ASTM C478 1',2' or 3' Steps placed vertically 12' o.c. • ladder provided with base. Structure Dimensions • Inside Diameter: 64' • Outside Diameter: 65' • Wall Thickness: 6 1/2' • Base Thickness: 8' Weights 2' x 54' Base: 5200 lbs. 2' or 3' • 3' x 54' Base: 6400 lbs. ' 1' x 54' Section: 1200 Iba. • 2' x 54' Section: 2400 lbs. 8. • 3' x 54' Section: 3600 lbs. -{ • 1' x 54' I.D. Flat Slab: 1900 lbs. • 54' to 24' x 2' Ecc. Cone: 2000 Ibs. 4' x 24' Adjustment Ring: 75 lbs. Options • Kor-N-Seal Rubber Boots. • Pre-Channeled Bases. a w MU 19604 - 67th Ave NE Arlington, Wa. 98223 Telephone (360) 435 5531 Fax (360) 435-8575 Conforms to: ASTM C-33 and C-150 28 day compressive strength Vc - 4000 psi. 34' — 24" 6' 1- 1/2' rebar w/ 2' overlap 2- 4 gauge wire loops 180 degrees apart for handling. Approximate weight 110 lbs. Tylox� SuperSealTM L7.04k ,Hamilton Kent Pre-Lubricated make ttie connection Gasket Say Goodbye to the lube For Single Offset Joints ... bucket and brush . . . . . . Say Hello to fast, clean, simple installation Compression Section l'ube Requiring no field lubrication, the Tylox' SuperSeal" gasket* has rl�� a layer of silcone lubricant installed on the inner surface of the tube dur- ing the manufacturing process; sav- ing you time, and money, on the job-site. Self-contained Lubricant. Sealed within the tube, the lube is impervi- ous to mud, dirt and debris. If you Lamell Locking Serrations drop it in the trench, simply wipe Nose the gasket surface clean and you're Lubricant Layer ready to install. No special handling or packaging is required. Easier installation, without ... in Round or Elliptical Pipe, Man-Holes and Boxes equalization, is made possible due to the reduced gasket stretch required by the unique lamell/roll- Self-Centering of the Spigot ASTM C443, ASTM C361, ing tube design. Quick and easy to within the Bell is carried out as AASHTO M198.4 and CSA A- install means you save even more the tube rolls into the annular space 257 material requirement compli- time. during the homing process. ance. No gasket "roll" or "twist" dur- Elimination of Joint Kick Back, Pipe sizes to 144"can be accom- ing coupling is another benefit of is caused by the rearward locking modated. the unique lamell/rolling tube de- action of the serrations as the tube sign, which reduces the insertion rolls forward force required. Manual coupling of up to 36" pipe is possible. Bell and Spigot protection under deflection is accomplished by the cushioning effect of the tube, as it rests within the annular space. Ly LyHamflton Kent matte the connectiot7 July 21 2004 TSS_Material_Cert_R1 To Whom It May Concern This letter is to certify that : 1. All Tylox SuperSealT" Gaskets, manufactured by Hamilton Kent, in Isoprene Rubber, conform to the physical requirements for standard gaskets as detailed in ASTM C361, Section 6.9.1 & 6.9.1.1; and ASTM C443 Section 6.1.1 2. All Tylox SuperSealT"Gaskets,manufactured by Hamilton Kent,in Nitrile Rubber or Neoprene Rubber, conform to the physical requirements for oil-resistant gaskets as detailed in ASTM C361, Section 6.9.1 & 6.9.1.2; and ASTM C443 Section 6.1.2 3. All Tylox SuperSealT"Gaskets, manufactured by Hamilton Kent, in an Isoprene/EPDM blend, conform to the physical requirements for standard gaskets as detailed in ASTM C443 Section 6.1.1 and "Greenbook" - Standard Specifications for Public Works Construction Sec. 208.3. 4. All physical properties of Tylox SuperSealT"' Gaskets, manufactured by Hamilton Kent are determined in accordance with the test methods outlined in ASTM C361, Section 10.5 and ASTM C443 Section 9. 5. All splices used in Tylox SuperSealT" Gaskets, manufactured by Hamilton Kent, meet the requirements of ASTM C361, Section 10.5.1.2 and ASTM C443, Section 6.2. Should you have any further questions, or require clarification, please do not hesitate to contact us. } f i L- Maurice Fielder Quality Assurance Manager 416 675 9873 x243 INSTALLATION MATERIALS 4 _ Ensure Bell, Spigot and Gasket are free from loose debris or foreign mate- Tylox'SuperSealT"gaskets*are avail- rial. able in the following materials: •Isoprene Stretch the gasket around the spigot, with the nose against the step, and the Optional Materials tube laying flat against the spigot. DO NOT LUBRICATE. •Nitrile (Oil Resistant) •Isoprene/ EPDM blend (Ozone Resistant) -Neoprene (Oil and Ozone Resistant) Other materials may be available as special order. Consult your Hamilton Kent agent for your specific requirements. SPECIFICATIONS Align the spigot with the bell, and thrust the spigot home using suitable Tylox' SuperSeal" gaskets* are mechanical means. The homing process will cause the lubricated tube to manufactured to meet the material "roll" over itself, above the compression section, allowing the pipe to slide requirements of the following speci- forward. fications: •ASTM C361 •ASTM C443 •AAS HTO M 198.4 •CSA A257 -"Green Book" Other specifications may be avail- able as special order. Please consult your Hamilton Kent agent for your specific requirements. Once fully horned, the compression section seals the total annular space; the rolling tube comes to rest within the small annular space-acting as a cushion CONTACT US , � against side loads, and the serrations act to resist pipe pull-out. _ Hamilton Kent 77, Carlingview Drive Toronto, Ontario, Canada. M9W 5J6 Phone (800) 268-8479 Fax (888) 674-6960 Web-Site www.hamiltonkent.com E-Mail sales@hamiltonkent.com 'Tylox SuperSeal Gaskets are patented under US Patent 4934716 Lit TSS_0306_ER2 MAY•-26-99 10 :47 FROM: CUZ CONCRETE ID: 360 435 8134 PAGE 2 c Hamilton Kent K 44 Y f PART TYPE: 175 TSS CUSTOMER: Cuz Concrete Products Inc. COMPOUND: HK 0256 DIE : HK-1575 t� SIZE: 48" A.S.T.M. C-361 & C443 SPEC. PHYSICAL TEST A.S.T.M.TEST SPEC. OBTAINED METHOD REQUIREMENT Hardness D2240 40 - 60 46 Tensile Strength (psi) D412 2300 psi min. 2541 si Elongation A Break D412 425% min. 5180/0 Compression Set °J° D395 Method B 20% max. 12.15% Oven Aging Tensile Retained 96 hrs @ 70°C (158°F) 85%min. 98.43% (13573/13412) Oven Aging Elongation 96 hrs @ 70°C (158°F) 80% ruin. 96.14% Retained (D5731D412) 1 Water Absorption Weight U471 (+5% max.) 2.03% Increase Ozone Resistance D1149 no cracks Passed t V i 72 hrs. in 50 hm r" duality Asaurance Manager M 4 i y �yy 77 CAr/rngwow Unve, Toronto, 0r1tsno UM6E6•TW:(416)675-780• t-800-26$-8479•Fax:(416)674-6960 8 1. �, , '" PRODUCT CERTIFICATION This is to certify that all of the Lane Polypropylene Manhole Steps and the Lane Polypropylene Ladders meet the requirements of ASTM C--478 The 1/2" Grade 60 rebar in the rungs conforms to as ASTM A-615. The polypropylene conforms to an ASTM D-4101. The smooth round bar in the ladder rails conforms to an ASTM A-36. The manufacturing of all our manhole steps and ladders is done in our plant in Tualatin, Oregon. All of the materials used in the manufacturing process are of domestic origin. ---; .4ti/ Kelly Robertson Lane International Corp. May 24, 2005 RO. Sox 925 10758 S.W. Manhasset Dr., Tualatin, Oregon 97062 Phone: 503-692-9860 - 800-666-0076 Fax: 503-692-9863 www.laneinternational.com l 1 V2II ` . RADIUS WALL APPLICATION Q n 153' ` OoD6ab' FLAT(WALL APPLICATION * a a ,. � .� Ladders to be fastened to wall with 112"x 2W stud anchors Polypropylene conforms to ASTM p_4191. Ladders meet all ASTM C-497 load a 1NALL FASTENING requirements. 12 STEP POLY LADDER 1NrFR*4r,+0N L LAM Phone 503,684-0077 Ror Sox 925 Fax 503%68 -0078 18067 SV*'Lover Rooney Ferry;Kid. Wo i..ght Each: 4 6 -1 bs. 1-800-666-0076 Tualatin,Oregon 97062 AND OLD ---13' 330 mm -----.� 7" 177.8 mm----- Bright Red Reflectors 31/2, 88.9mmil o° °o p° °O ° °o °0 ° 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �{ 15'/4" 387.4 mm----- -_..__14• 355.E mm - Hand Hold Step SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The /2" Grade 60 deformed reinforcing bar meets ASTM A-615. RUNG 1/2" Grade 60 Rebar LANEPOLYPVTOPYLENEMANHOLESTEPS hVTERM TONAL CORPORAT/ON P.O. Box 925 • 10758 S.W.Manhasset Dr. •Tualatin,OR 97062 •503-692-9860• 800-666-0076 Fax 503-692-9863 • www.laneinternational.com P P� 14938 1-4 13" 330 m Imi m 40 8" 238.1 mm -- 0 0 MO. 000 Bright Red Reflectors o0 0 0 0 0 0 0 0 0 0 0 0 0 Op p0 0 00 O °0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O -- 15'/4" 387.4 mm--- -- - --i� t- 14" 355.6 mm- SPECIFICATIONS All Lane Poly Steps meet the requirements b of ASTM C-478 and AASHTO M-199. � The polypropylene conforms to ASTM D- a" 4101. The %" Grade 60 deformed reinforcing bar meets ASTM A-615. RUNG LANEPOLYPROPYLENEMANHOLESTEPS ANV /A � 1NTER1V.4T10N4L ffolff ORPOFrAT/ON P.O. Box 925 • 10758 S.W. Manhasset Dr. •Tualatin, OR 97062 •503-692-9860 • 800-666-0076 Fax 503-692-9863 •www.laneintemational.com ,Allen Quynn - RE SW 34th Street Culvert Replacement Project Creek BypassPlan Page 1 From: "Gary Pankiewicz" <gjpank@rlalia.com> To: "'Allen Quynn"' <aquynn@ci.renton.wa.us> Date: 6/28/2007 9:54:56 AM Subject: RE: SW 34th Street Culvert Replacement Project Creek BypassPlan Allen, Following is what Rick has prepared to send in,just awaiting the engineer's calcs: Allen, The shored channel is immoveable, and impervious to water action. The seams will be sealed and the side walls welded together with steel clips. The system is anchored by Z-piles that are driven minimum 6 feet below the creek bottom. The steel sheets (alternating side sections) are driven 3 feet below the creek bottom. The outside of the walls will be backfilled before the bypass is activated. Alia is directed to analyze and accept(or refuse) the 48"twin pipe system, as Alia is to be held responsible for its performance, as it is even stated to be a minimum effort. In this light Alia elects the channel system to alleviate worry. The water quality will not be compromised by outside sloughing. Alia asks your patience and confidence in achieving your goals and ours, which are the same. Thank you, R. L. Alia Company Richard L. Alia, President When the calcs come in I will forward those to you as well. Thank you, Gary -----Original Message----- From: Allen Quynn [mailto:aquynn@ci.renton.wa.us] Sent: 06/28/2007 9:19 AM To: Gary Pankiewicz Subject: RE: SW 34th Street Culvert Replacement Project Creek BypassPlan •Allen Quynn - RE: SW 34th Street Culvert Replacement Project Creek BypassPlan Page 2 The conveyance sizing calculations are a totally separate issue. My concern is that the creek bypass proposal has other design issues as I mentioned in my last email and that fisheries will not approve it. I don't want Rick to go down the path of constructing the bypass system as he has proposed until it gets approved by the City. As designed there are potential issues such seepage and undermining of the soils behind the trench boxes which could cause erosion and water quality problems. I need to emphasize that Rick needs to consider the twin 48" pipes or something comparable. Allen >>> "Gary Pankiewicz" <gjpank@rlalia.com> 06/28/07 8:47 AM >>> Allen, I know that you called. And Rick has been getting these e-mails. He has verbiage prepared for his submittal. We are just waiting for the info/calcs from the engineer(we have been waiting for this for a few days). As soon as their info comes in here it will be forwarded to you. Thank you, Gary -----Original Message----- From: Allen Quynn [mailto:aquynn@ci.renton.wa.us] Sent: 06/27/2007 4:28 PM To: Gary Pankiewicz Subject: SW 34th Street Culvert Replacement Project Creek Bypass Plan Gary, I was out at the project site today and noticed that Rick had excavated a significant portion of the roadway across the creek and had begun to install trench boxes and steel sheets for the stream bypass. As I have previously mentioned, the proposed creek bypass plan must be approved prior to the diversion of the creek. I've discussed the concept with my supervisor as well as the design engineer, R.W. Beck and we have concerns that the bypass proposal as designed could be present several problems if implemented. There is a concern that water could seep between the joints in the plastic and undermine the soil underneath resulting in sloughing of the sides of the trench behind the trench boxes and ultimately causing the road to collapse. This in turn may cause water quality problems as fines begin to migrate from behind the trench boxes and into the creek. This would be a violation of the project NPDES Construction Permit and fisheries permit (HPA). As recommended in the bid document, the twin 48" pipes would provide the required conveyance capacity as well avoid the potential for water seepage and subsequent erosion of soil. At a minimum, the proposal would need to be approved by the Washington State Department of Fish F,-xiien Quynn - RE: SW 34th Street Culvert Replacement Project Creek BypassPlan Page 31 and Wildlife as well a soils engineer. I strongly urge Rick to consider bypassing the creek with the twin 48" storm pipes as recommended in the bid document. Allen Quynn, P.E. Project Manager City of Renton Surface Water Utility Ra L. ALIA COMPANY GENERAL.CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E-MAIL ADDRESS: GJPANK@RLALIA.COM CONCRETE STRUCTURES (425)226-8100 OFFICE UNDERGROUND UTILITIES (425)226-8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTALRr-'CEIV11,7111- JUN 2 0 2007 DATE:-June 20, 2007 CITY OF RENTON UTI T/SyC,r�:-4S COMPANY: CITY OF RENTON FAX #: 425-430-7241 ATTENTION: ALLEN Q FROM: RICK NUMBER OF PAGES INCLUDING THIS COVEFG SHEET: 5 If you do not receive all pages or a failure has occurred please call at 425-226-8100. Pages will be re-sent to you. I l URGENT [ I REPLY ASAP [ 1 PLEASE COMMENT LN l PLEASE REVIEW L l F/Y/I REMARKS: Allen, I've decided to construct the stream diversion by installing a series of connected trench bores and steel plates (no pipe). The spread on the boxes will be 6 feet and the entire height of the bones (10 A)will be open. Steel plates will cover the top of boxes and a layer of visqueen and 1 foot of washed 1 '/2 round rock will provide a suitable bottom. The Blow capabilities of this system will far exceed minimum standards bet in contract. Essentially this is a mini version of what we are constructing. See sketch Let me know what further information you need and I'll provide. Thank you Rick L.Alia TO 39VJ 00 VI-1v -I a 6b98-9ZZ-5Zb £Z:bT L00Z/13Z/90 . Le ALfA COMPANY - NERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 (425)-226-8100 OFFICE (425)-226-8649 FAX K E N T O N 111V1b i11 Vi11 %VbwL m SITBMITTAL SUMMARY SHEET Submittal #: A7 N W Project Title: SW 34th Street Culvert Replacement Contract ##: Contractor: R. L. Aria Cornaanv Date: Subcontractor or Supplier: Sheet l of I Special Description of[tern submitted FOR OWNER USE ONLY A Item# paragraph � copies Copis Review Response P of drawing Name of article,mfr., subcontractor's submittal no. CatJDwg# submitted equired Results of contrac oequired r r. r _ H 1> 0 D G) m Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit b= Confrrm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Rayiewed by: Date: tom' ys, CS) a, m ' N TA WeG/. 3 76) m -, c Fs Li A S — 0. 00If N CJ V\ r -7.O A N Ul I ►t N SN,,c,L 10L.te m A cn iD �J r n r- H Rs, I-� m m CJ 06/20/2007 14:23 425-226-2649 R L ALIA CO PAGE 04 FU Vi ri S IS K' fl J_ F X 1 r� i vt i �e 5a 39 d 00 vi-iv -1 d 6b92-9ZZ-SZb cZ:bT LaOZfeZ/90 e R' L. ALL4 CO.,VPANY. PI11119 CO(l f GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCT10N RENTON, WA 98055 E- MAIL ADDRES:3; GJPANK RLA.L' IA.-00—N CONCRETE STRUCTURES (425) 226 - 8100 OFFICE UNDERGROUND UTILITIES (425) 226 -8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL, DATE 7- -0 7 ,,:-f'Y OFF'L-N T Oh TO: 14"ev Iu YVAI FAX #: '�630-2a %l FROM: REFERENCE: 'q'7W NUMBER OF PAGES INCLO)ING THIS COVER SUEET: -------------- Ifyou do not receive all pages or a failure has oc:urred please call at 425-226-8100. Pages will be re-sent to you. ( ] URGENT ( ) REPLY ASAP I ] PLEASE COMMENT [ ] PLEASE REVIEW ( ] F/YA REMARKS: P2 Yo�2 1Q1�,t G3T, "THANKYOU ' TO 30Vd 00 VI-IV - d 6V98-9ZZ-SZti GZ :TT !OOZ/ZO/LO 200T-06-29 08:50 'FROM-B&T DESIGN +4256970765 T-844 P-0011004 F-209 B & T DESIGN & ENGINEERING, INC. & P.O. BOX 595 -+ ISSAQUAH, WA 98027 (425) 557--0779 a (425) 557-0755 (FAX) �.. FIacsimile Cover Shad To: Rick Alia / Gary, Project Manoger Company: R. L. AL1A COMPANY Phone: (425) d"?26-8100 � � iVE . Pax- (425) 226-8649 JUN ? 9 ?I " CITY OF REN'Toit, Frolm: Jim Trueblood, Principal UTILITY�YS? Company: B ,&T Oesign and Engineering, Inc. Phone: (425) 557-0779 Fax: (425) 1557-4765 Date: 6/29/21307 Pages including this cover page: 4 Regarding: CITY OF RENTON DIVERSION TRENCH FLOW CALCUI..ATIONS. Dear Rick! Gary, Here is the diversion trench flew calculations that you requested. I am showing that a 10' wide by 8' high tMnch is more than adequated for the cities flow requirements. I also show that a 10' x 5' high also Exceeds thi✓flow requirements. For the record the spocified (2) 48' pipes have a full capacity flaw of 170 c.f_s_. Please call if you have any questions. Thanks, Jim - (206) 954-9631 ile Z0 39yd 00 VI-1V -I a 6b98-9ZZ-5Zb b0 :60 2Leez/GZ190 2g07-06-20 06:50 FRONrg&T DESIGN +4255570765 T-944 P 002/004 F-209 �-- B & T DESIGN & ENGINEERING, INC., P.O. 80X 595 O ISSAQUAH, WA 98027 (425) 557-0779 a (425) 557-0765 (FAX) DIVERSION TRENCH FLOW CALCULATIONS FOR THE ALTERNATE 10,-0" x 8,-0" HIGH TRENCH VS. THE SPECIFIED (2) 48" DIAMETER PIPE S FOR CITY OF RENTON S.W. 34TH STREET CULVERT" REPLACEMENT PROJECT RENTON, W'AS HINGTON PROJECT NO, SWP-27-32231 FOR R. L. ALIA COMPANY 107'WILLIAMS AVENUE SOUT14 RENTON, WASHINGTON 98055 [(425)326-8100-OFFIC9/(425)226-8649-FAX[ [RICK ALIA, PRESIDENTI ,TUNE 28,2007 [B & T JOB NO.070701 c'© 39VJ 00 vi-iv 7 a 6b99-9Zz-5Zb b© 60 La0Z16Z190 2001-06-29 08:60 FROM-B&T DESIGN F-209 PROJECT SHeET NO. OF 8 T DESIGN & ENGINEERWI, INC. DESCRIPTION c- 't DES -J-1-C DATE --4! (206) 557—0779 v CHK—JOB NO. I ................. 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ALL4 COMPAArY GENERAL CONTRACTORS PUMPING STATIONS 107 WU LIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E-MAIL ADDRESS: G-JPAZ4-K@RLALIA.COM CONCRETE STRUCTURE< (425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: TO: 4CL&V FAX #: 100- 72V/ FROM: REFERENCE: Sc,✓ ` /�✓EQs�°,� NUMBER, OF PAGES INCLUDING THIS COVER SHEET: ---- ��- If you do not receive all pages or a failure has occurred please call at 425-226-8100- Pages will be re-sent to you, ] URGENT [ ] REPLY ASAP [ ] PLEASE COMMENT [ ] PLEASE REVIEW [ ] F/Y'/I R,EAIARKS: OF T 6ZL25 _ //y-/s / "Zf- 7,-*v A-iD�-k u "THANxyou, TO AD d 00 yI-1v -1 d 6b98-5ZZ-5Zb b0:60 LOOZ/6Z/90 daa Pankiewycz �tJ �� � CUf/ From: Allen Quynn [aquynn@ei.renton.wa.usJ Sent: 06/29/2007 9:46 AM To: Gary Pankiewicz Subject: Revised Creek Bypass Gary/nick, Please send me a revised sketch of the bypass proposal since it has changed somewhat from the sketch submitted as part of submittal #27 . Thanks, Allen L I' 0 �U ao =pa fz r- '13o a X ? lkti V �- n°,4'6 S 1t,5 r ,�s� Z0 39Hd 00 I-1v -1 a 6b92-9ZZ-5Zb 6Z:TT L00ZIZOIL0 Re L. ALIA COMPANY �= �- GENERAL CONTRACTORS _ 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 ��"� (425)-226-8100 OFFICE (425)-226-8649 FAX L\ N T O N SUBMITTAL SUMMARY SHEET Submittal #: 21 Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: 7 Subcontractor or Supplier: C T 5 Sheet of I C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: >,ww Page: 1 SOLD P O BOX 570 ~ u C RI CERTIFIED MILL TEST REPORT. a TO: WOODINVILLE,WA 98072-1570 BAR MILL GROUP 2 NUCOR STEEL SEATTLE, INC. Ship from: Nucor Steel Seattle, Inc. a 2424 SW Andover a SHIP SALES 7227 DI BO SEATTLE,WA 98106-1100 Date: 13-Jun-2007 TO: WOODINVILLELE, RD WA 98072-0000 206-933-2222 B.L. Number: 340048 Material Safe Data Sheets are available at www.nucorbar.com or contacting presentative. Load Number: 1$4707 Safety y g your inside sales re PHYSICAL TESTS CHEMICAL TESTS HEAT NUM. DESCRIPTION YIELD TENSILE ELONG r5DEF C Mrr P S Si Cu P.S.I. P.S.I. %IN B" BEND Ni Cr Mo V Cb Sn C.E. a U PO#=> Dave-May Lf SE0710281601 Nucor Steel Seattle,Inc. 66,230 104,810 14.1% OK -4.6% .41 1.20 .013 .042 .21 .32 .63 16/#5 Rebar 60' 457MPa 723MPa .052 .10 .11 .020 .007 .003 A615M Gr 420(Gr60) ASTM A615/A615M-06a GR 60[420] PO#=> Dave-May SE0710281801 Nucor Steel Seattle,Inc. 65,420 104,130 10.9% OK -5.1% .42 1.18 .012 .042 .21 .32 .64 16/#5 Rebar 60' 451 MPa 718MPa .045 .09 .09 .020 .006 .003 A615M Gr 420 (GI-60) ASTM A615/A615M-06a GR 60[420] C, All steel products produced at Nucor Steel Seattle _ are manufactured with over 98%recycled materials. Cr. r rr. U D r. fr is t` I HEREBY CERTIFYTHATTI jE ABOVE FIGURES ARE CORRECT AS CONTAINED IN THE RECORDS OF THE CORPORATION. q Q ALL MANUFACTURING PROCESSES OF THE STEEL MATERIALS IN THIS PRODUCT,INCLUDING f QUALITY .E MELTING.HAVE OCCURRED WITHIN THE UNITED STATES. ALL PRODUCTS PRODUCED ARE WELD FREE.' ASSURANCE: G.Giraldo MERCURY,IN ANY FORM,HAS NOT BEEN USED IN THE PRODUCTION OR TESTING OF THIS MATERIAL. Page: 1 SOLD CT SALES r4 U= 0 M CERTIFIED MILL TEST REPORT CS P0 BOX 1570 BAR MILL GROUP Ll TO: WOODINVILLE,WA 98072-1570 Ship from: NUCQR STEEL SEATTLE, INC. p Nucor Steel Seattle, Inc. a 2424 SW Andover SHIP C T SALES SEATTLE;WA 98106-1100 7227 W BOSTIAN RD 206-933-2222 Date: 15-May-2007 TO: WOODINVILLE,WA 98072-0000 B.L. Number: 338357 Load Number: 184723 Material Safety Data Sheets are available at vAm.nucorbar.com or by contacting your inside sales representative. CHEMICAL TESTS PHYSICAL TESTS HEAT NUM.' DESCRIPTION YIELD TENSILE ELONG wT% C Mn �C� SSI Cb Sn P.S.I. P.S.I, %IN 11 BEND DEF Ni V a U �C PO#=> Dave-May SE0710181001 Nucor Steel Seattle,Inc. 65,650 100,680 14.8% OK -3.9% .37 1.15 .011 .041 .22 .34 .58 22/#7 Rebar 60' 453MPa 694MPa .051 .10 .07 .020 .016 .004 A615M Gr 420(Gr60) ASTM A615M-06a GR 420 PO#=> Dave-May SE0710185101 Nucor Steel Seattle,Inc. 64,530 103,620 11.7% OK -5.6% .40 1.16 .018 .041 .23 .37 .6 22/#7 Rebar 60' 445MPa 714MPa 052 .10 .16 .020 .007 .004 A615M Gr 420(GI-60) ASTM A615M-06a GR 420 All steel products produced at Nucor Steel Seattle U are manufactured with over 98%recycled materials. x r rT U x c R 0 G I HEREBY CERTIFY THAT THE ABOVE FIGURES ARE CORRECT AS CONTAINED IN THE RECORDS OF THE CORPORATION. G ALL MANUFACTURING PROCESSES OFTHE STEEL MATERIALS IN THIS PRODUCT,INCLUDING QUALITY G.Giraldo MELTING,HAVE OCCURRED WITHIN THE UNITED STATES.ALL PRODUCTS PRODUCED ARE WELD FREE. ASSURANCE: .___.. ..._.._____•,.,.,_.,,.,r.,�.,�„� .-r�.no T.QTIUf-'nc TN is MATFRIAL Page: 1 SOLD C T SALES,' N V C C3 P O BOXI570 CERTIFIED MILL TEST REPORT: a TO: WOODINVILLE,WA 98072-1570 BAR MILL GR O UP, NUCOR STEEL SEATTLE, INC. Ship from: Nucor Steel Seattle, Inc. 2424 SW Andover 6 SHIP 7 T SALES SEATTLE,WA 981 06-1 1 00 227 DI BO 206-933-2222 Date: 13-Jun-2007 70: WOODINVILLELE,WAA 98072-0000 ., B.L. Number: 340048 r: Material Safety Data Sheets are available at www.nucorbar.com or by contacting your inside sales representative. Load Number: 184707 t PHYSICAL TESTS CHEMICAL TESTS HEAT NUM.* DESCRIPTION ° C Mn P S Si Cu YIELD TENSILE ELONG WT/° P.S.I. P.S.I. %IN B" BE DEF Ni Cr Mo V Cb Sn C.E. � 01 PO#=> Dave-May L" SED710281601 Nucor Steel Seattle,Inc. 66,230 104,810 14.1% OK -4.6% .41 1.20 .013 .042 .21 .32 .63 16/#5 Rebar 60' 457MPa 723MPa .052 .10 .11 .020 .007 .003 A615M Gr 420(Gr60) ASTM A615/A615M-06a GR 60[420] PO#=> Dave-May SE0710281801 Nucor Steel Seattle,Inc. 65,420 104,130 10.9% OK -5.1% .42 1.18 .012 .042 .21 .32 .64 161#5 Rebar 60' 451 MPa 718MPa .045 .09 .09 .020 .006 .003 A615M Gr 420(Gr60) ASTM A615/A615M-06a GR 60[420] e: All steel products produced at Nucor Steel Seattle are manufactured with over 98%recycled materials. U r rr U T D rT rr ti I HEREBY 6ERTIFYTR4Yt E ABOVE FIGURES ARE CORRECT AS CONTAINED IN THE RECORDS OF THE CORPORATION.- r Q ! rLL ALL MANUFACTURING PROCESSES OF THE STEEL MATERIALS IN THIS PRODUCT,INCLUDING ! QUALITY MELTING.HAVE OCCURRED WITHIN THE UNITED STATES. ALL PRODUCTS PRODUCED ARE WELD FREE., ASSURANCE: G.Giraldo MERCURY,IN ANY FORM,HAS NOT BEEN USED IN THE PRODUCTION OR TESTING OF THIS MATERIAL Page: 1 _r- SOLD OT SALES N U C C3� CERTIFIED MILL TEST REPORT CS Q P 0 80X 1570 TO: WOODINVILLE,WA 98072 1570 BAR MILL GROUP Shl from: LE NUCOR STEEL SEATTLE, INC. p Nucor Steel Seattle, Inc. 6 2424 SW Andover SHIP C T SALES SEATTLE;WA 98106-1100 Date: 15-May-2007 7227 W SOSTIAN RD 206-933-2222 TO: WOODINVILLE,WA 98072-0000 B.L. Number: 338357 Load Number: 184723 l Material Safety Data Sheets are available al www.nucorbar.com or by contactin your inside sales representative. PHYSICAL TESTS CHEMICAL TESTS HEAT NUM.' DESCRIPTION YIELD TENSILEF%1�71N:81 BEND % C Mn P S Si Cb Cu Sn C.E. P.S.I. P.S.I. DEF Ni Cr Mo V a U u: PO#=> Dave-May SE0710181001 Nucor Steel Seattle,Inc. 65,650 100,680 14.8% OK -3.9% .37 1.15 .011 .041 .22 .34 .58 F 221#7 Rebar 60' 453MPa 694MPa .051 .10 .07 .020 .016 .004 A615M Gr 420(Gr60) ASTM A615M-06a GR 420 PO#=> Dave-May SE0710185101 Nucor Steel Seattle,Inc. 64,530 103,620 11.7°1° OK -5052° 10.40 1.16 020 .007 .004 37 .6 221#7 Rebar 60' 445MPa 714MPa A615M Gr 420(Gr60) ASTM A615M-06a GR 420 C. All steel products produced at Nucor Steel Seattle are manufactured with over 98%recycled materials. rr U r U Z G FT 6 G 1 HEREBY CERTIFY THAT THE ABOVE FIGURES ARE CORRECT AS CONTAINED IN THE RECORDS OF THE CORPORATION. G QUALITY ALL MANUFACTURING PROCESSES OFTHE STEEL MATERIALS IN THIS PRODUCT,INCLUDING G.Giraldo MELTING,HAVE OCCURRED WITHIN THE UNITED STATES. ALL PRODUCTS PRODUCED ARE WELD FREE. ASSURANCE: .___-- ..._.. ____.....,_.....r. n.---inki no—ZT)U('nC T14M MATERIAL. A R L. ALL4 COMPANY,, GENERAL CONTRACTORS PtZWING STATIONS 10-1 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E.MAIL ADDRESS: GJPANK@RI,AI,LA-COM CONCRETE STRUCTURES (425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE IDEWATERING EQUIPMENT ,FAX TRANSMITTAL, DATE: -7" 1 7 ° 7 TO: �qL'L-Cy AW119.V FAXI#: FROM: Rla- REFERENCE: sw NUMBER OF PAGES INCLUDING THIS COVER SfIEET: -----------_ If you do not receive all pages or a failure has occurred please call at 425-226-8100. P4-es will be re-sent to you. C ] URGENT [ l REPLY ASAP I I PLEASE COMMM,NT [ I P!I..EASE REVIEW I I F/Y/I REMARKS: 144 L EV, ya ,�Q�zzu� � ►�lv�� N����� �c v�� OF �ram, VFn Y/mow . I�FA-5E f=-eN,6 IF �rR �. "THANK YOU" i0 719VJ 00 VI-1v -1 a 6b98-KZ 1-5Zb 95:80 ceez}LZ/La ZOO T-aT-15 12:00 FROM-00 DESIGN +42555TOT56 T-S96 P-002/004 P-289 B & T DESIGN & ENGINEERING, INC. P-0. BOX 595 - ISSAMIAM, WA 98027 [L-7c (425) 557--0779 - (4.25) 557-0765 (FAX) RECEIVE® .1 L 17 2007 STRUCTURAL SHORING CALCULATIONS CITY RENTON UTILITY TY SYSTEMS SYSTEMS AND SHORING. SECTION FOR CITY OF RENTON S.W. 34T" STREET CULVERT REPLACEMENT PROJECT RENTON, WASHINGTON (PROJECT NO. SWP-27-3223 I FOR R- L. ALIA CON 1p A,, y 107 WILLIAMS AVENUE SOUTH RENTON, WASHINGTON 98055 1025)226-S100-OFIFICL/(425)226-86494AX] [RICK ALTA, ''RESIDENT] July 12,2007 [g & T r09 No. 07037-11 Ze 39vd 00 vI-i7 -1 d 6b98-9ZZ-5Zb 95 2© !eez��i;;,© 07/17/2007 08:56 425-226-8649 R L ALIA CO PAGE 03 .... .. = ; , E E : •........... .. ..' ..� ........ i ••i .. .. ..• , • , .....,..••.. .. .•• .. f .. ..... . I- j... :...... I.. :' .. ... �...• i f •. i.. _ .. • r :... .......i.......:.......?. ... ; i' •j. .. • •' • ..• .. .. :..•,...:....••.:...••,,: a .�, ....••, '�� ... ., .., ., n.. ... I.....1....... .. •i ;. �,.• �.-.,.....,.. .z .................... ...... ; : , L. i : �. .............. ;.,. . :,,,,••:.... . s j ;..,,,._ .. i 1' , .. ...ice:. :.......:......: , i...... i i • f.. ... . •...- ..:.. ..:.. t j... , j.,.. i. ... ,. _ . ; , ..i...............: :......:.......:.......:.......:.......:.......j......a ,.. ... i i i .. .. :.......:...............:...............:.,,.,..= .:.......:.,.,,. •..,....i...•,•.i...... ,.. ., ... , ; : .,,.,.......,.1.. : i...... :......: ... : ... .. „ .,� • ...I...r„�2.-.•... . : <.1:e4�� ;...,.•, ON eor 'CHI ................ ... 1 tf4 S3Q NOI�d1�OSa 6LLO•-!5S Jo r , � 0 133HS" � � -� 133roH l -ONI 1MIJ33MON3 'R NJ1S34 1 � 8 f $92-1 ti00/E00'd 959,1 99101Sa�9Z>r� _ �. k NJIS,�Q i'P9-WOad IO�ZI 9i-1a-10oZ FROM-S&T DZSlaN +4265670T85 T-896 P-004/004 F-209 T MIGN & ENGg&gRIK INC. PROJECT SHEET OF, (206) .557-0779 DESCRIPIMI I DES DATE AZ-!-. _ ....... ....... CHK�JOB NO. ..... .............................. ....... .............. ............... ............... .......... ...-Al............. ........ .............. ............. ....... ............................ ...... ............... ............. ........... .... ...... .................... ................................... ............. ............. ....... ............. . ........ .... ... .... .. .. ILM ........... ......... 4u ...................... ....... ..... ....... ............................... ..... . .... ...... ....... ....... ...... .......... .......... ............. ............... ...............i....... ...... ....... ...... ...... ....... ....... ...... ..................... ...... ...... . . . ......... ....................... ............. ............. ... .............. .................... ............... . ...... ........ ............. ............ .............. ........... ...... ............... ......... 2... ........ .......... ............... ................... . . ........ ............... .......... ...... ........... ...... ..... ................. .... If. . .................... .......... ... .......... 4-9 .. .. ... ..... ................ ...... .....1............. ....... ............... ... ....... .......... ...................... ..... . . .......... ........... ....... ...... ...... ....... ....................... ................ . . . . . ..... . .. ....... .................... ..... .... N.,...I: - 11. 1........:--........... . . ........... . ...... ................ . ........ ... .............. ....... ............... ....... .. ..... ....... ............. . .................... ................................. ......I....... . ... ... ...... . it ............. ...... . .... .......... ....... ........ ................. 00 3!DVd 00 VI-1v -I d 6t798-9zllz-9zv 99:80 ZOOZ/LT/LO R Re ' L. ALL4 COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107 WILLLAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E- MAIL ADDRESS. GJPANKORLALIA-COM CONCRETE STRUCTURES (425) 226 .8100 OFFICE UNDERGROUND UTILITIES (425) 226.8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL RECEIVED DATE: �� -7 JUL 2 0 2007 CITY OF RENTON UTILITY SYSTcMS FROM: � / REFERENCE:. 5 3!W1V- Su P�.nrrr�- NUMBER OF PAGES INCLUDING THIS COVER SHEET: .............. Ifyou do not receive all pages or a failure has occurred please call at 425-226-8100. Pages will be re-sent ro you. [ ] URGENT [ KI REPLY ASAP ( ] PLEASE COIVOIENT ( ] PLEASE REVIEW [ ] F/Y/I REN ARKS: r 47 OU" ZB 3E'Vd 00 VI-1v -I d 6b98-9ZZ-5Zb LI:5Z L0aZIOZILO Ro L. ALIA COMPANY izGENERALCONTRACTORS N © '107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 Lij (425)-226-8100 OFFICE (425)-226-8649 FAX R F- N T O N ==L D %INV au n• 1111 CCivl Submittal SUBMHTAL SUMMARY SHEET #: .�Z Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Afia Company Date: 7-;I-o o7 Subcontractor or Supplier: _Mt-w Sheet I of D Special Description of Item submitted ONLY FOR OWNER USIA Item i1 paragraph copies copies Review Response Required U P of draxing Name of article,mfr., subcontractors submittal no. catlDwg 4 submitted required Results of contractor H J �crrnp��� GAF r7'Iie LO 1 UJ I �D N N I LC i N V r-1 In f`- m m N CD 04 Legend: C=complete Submittal 1= No Exceptions Taken 3= Rejected(Resubmit 5=Confirm m P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittar Reviewed by. Date: 07/20/2007 13:09 2537701201 MLW PAGE 02 Washington State w� Department of rransportatiolh Request for Approval of Material Contract Number SR Date 8ectioJ y� County Contractor Subcontracts L� ALM C°.cm A41 For W8007 Use Only For assistance in completing, see Instructions and Example R4M aid Material or Mme and Locatlon of Fobrloator, $pecifirutian APE Appr1 File Item No. Manufacturer's Produ�ype Manufacturer or Pit Number Reference ppr'l coderl No. OodQProject Engineer Date State Materiels Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1, Condltianally Approved: Acceptance ba6od upon'Satlafaatoryr Teat Report for samples of materials to be Ineorpvrated Into project. 2. Conditionally Approved: Submit Mfg,Cort.of Compliance for'Appravall prior to use or material, 3, Conditionally Approved: Submit Catalog Cuts for'Approvel'prior to use of material. 4, Conditionally Appmwd: Submit Shop Drawings for'Approval'prior to fabrication of material- 5. ConditbnaIly Approved: Only'Approved for Shipment'or'WSDOT Inspected'malarial&hog be used. S. Condlilonally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Rending: Request TrMnsmlrted tit ftiu Materials L.eboratory for Approval Aotlon. 8. SauTW Approved: S. Approval Withheld; Submit samples for preliminary evaluation. 10. Approval Withheld; 11, Remarks: Project Engineer Distribution State Materials Engineer Distribution 0 Contractor ❑Region Motenals L General File 0 Signing Inspection []Reglan Operations ingineer ❑State Materials Lab ❑Fabrication Inspection 0 Other DQT Farm 35U•u71 eF 8© 39Vd 00 l7I-lV Ta 6b98-9ZZ-5Zb !T ST LBBZ/aZ/L© a7/20/2007 13:09 25377d18K MLW PAGE 03 77/ao12007 FAI zaa s5 FAX _ u` �OOLla03 H ,4�1M 7 Cadman,Inc. 7594 165th AWWWR NP PQ UM kly 20, 2007 1�9tl WO.WA W7Z rU 429 M7.1234 ,4a2n,m�i,4o�n M L W CancmW Construchon wvw.radman_mm Attn: Sandi 3005 Meridian Ave E Edgewood,WA 98371 Project: SW 344'Street CUlyert Replacement Des 'Sandi, Cadman,Inc,proposes to deliver the following concrcte raix deem for the alcove referenced project: Mix Dmeim De rind Use 110022 Pro Flow V ft p—24 Flour CDF Upon approal,kindly return a copy of the approved submittal to Cadman. Also,approval of this submittal carries with it approval for timely copi cis of all concrete test reports lac fnrwdded tb Cadrnaa.Early notification of the testing laboratory responsible for this project to include Gadman on its report distribution mailing list is appreciated.Cadman coutinuolly monitors the status of cacti project,5orno6=es providing that data for future projects. MSDS' and other technical data are available upon request_ Tor any additional questions regarding this submittal or project,please co)atact: Gerry Sordon Prepared By: Sales Representative Cadman,lue. (421S)961-7121 Kathy Fn lin Sates Administrator b0 39vd 00 VI-1y '-1 d 6b98-9ZZ-5Zb LT:19T L00ZIBZILO 97/20/2007 13:09 2537701001 MLW FADE 04 17/20/2007 FRI 14135 PAX �0021043 July 20,2007 M L W Col'o"e Construction i SW 34t'St Culvert Replacement F1396 2 of 3 c Mix Design. 110022 DesoMption! Pro Flow 4" Pump—24 Hour Plant(s): Seattle (54) All Plants(spe footnote)* Specified Use: CRF I S.S.O.Weights per Cubic Yard Portland Cement, Type Illy 50 lb Fly Ash 2 350 lb Fine Aggregate, Concrete Sand 14.95 cu, i"t.* Foaming Agent q As Req. ml. Wafer 5 325 lb IPro Flow achieves less than 500 PSI and is not suitable for comprewilve strength 'testing. Conforms to ASTM G150 Conforms to ASTM C-618 a WSDOT Approved Pit 4 Conforms to ASTM C-494 Potable,Weil, and/or Recycled Multiply by the unit weight an the last page to deterrnine the actual batch welght a technical service by CadMah, Inc. 50 �J�d 00 VI-1V7 a 6b98-9ZZ-SZb LT:9T LOOZ/OZILO 07/20/2007 13:0'3 2537701001 MLW PAGE 05 , 07/20/2001 VHZ 14135 FAX f�J0o3/OG3 1 July zo, 2007 M L W Ooncrete Construction SW 3e St Culvert Replacement Page 3 of 3 i AGGREGATE UNIT'VI GHTS BY PLANT—POUNDS PER CUBIC FOOT Sky River(30) Redmond (50) Seattle(54) l 1 Y2` 168.48 1 h 168.48 3/" 168.48 3"4" 168,48 Y4" 168.48 167.86 3/8" 167,86 3/8, 167.86 B.S. 165.36 B.S. 164.,11 B.S. 169.73 Mill Creek (31) Issaquah (51) Black Diamond (40) 1 h 'fl" 166.48 1 A" 157,23 3/" 168.48 68,48 YV 167.23 3/8" 167.86 3/8" 167.86 318" 168.04 iB,S. 165,36 B.S. 164,11 8.5. 162.86 Bellevue (53) 1 YF 168,48 VV 168.48 11 ` 3/8" 157.66 ' B.S. 165.36 *Multiply tPja volume ai the specified materi&l on the previous page by the unit Weight of 'that material forth a plant of delivery in order to determine the total weight for That material at that plant. a taohnlcal servlct by Cadman, Inc. 90 39vd 00 VI-1C ' l d 6b92-9ZZ-5Zb 11T:9T �eeZ/eZ/�e R � R. ALL4 L. COMPANY,, GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E- MAIL ADDRESS: GJPANK@RLALIA-CO_M CONCRETE STRUCTURES (425) 226 .8I00 OFFICE UNDERGROUND UTILITIES (425) 226 -8649 FAX LARGE DEWATERING EQUIPMENT .FAX TRANSMITTAL, RECEIVE® DATE. 7 J U L 2 0 2007 CITY OF RENTON UTILITY SYSTIEMS TO: 40-c- yNA/ FAX. #: FROM: -9 REFERENCE: SV&nl rT ft_ AMot4#tW 6 NUMBER OF PAGES INCLUDING THIS COVER SHEET: -------------- If you do not receive all pages or a failure has occurred please call at 425-226-9100. Pages will be re-sent to you. j ] URGENT j ] REPLY ASAP [ ] PLEASE COMIYIENT [ ] PLEASE REVIEW [ ] F/Y/I RETV ARKS: Sub "THANKYO U ' 10 39vd 00 vI-1v 1 a 6b98-9ZZ—_;ZV 60:TT L00Z/0Z/L0 Re Le ALIA COMPANY iF N GENERAL CONTRACTORS © 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 �\ w (425)-226-8100 OFFICE (425)-226-8649 FAX N T O N Submittal SUBMITTAL S Y SHEET #: �/ Project Title: SW 34th Sheet Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: '7—;'- -a7 Subcontractor or Supplier: /!]emu/ �;,�ctzt=-ram / ,n,g„� Sheet �_ of C Special Descr[ption of Item submitted FOR OWNER USE ONLY o Item# paragraph copies copies Review Response Requlred v P of draw[ng Name of art[c[e,mfe., subcontractor's submittal no, CatJDwg 9 submitted required Results of contractor a C0�1C-2� /l�117�' ��b^/ 1�2. CDF a LD co I N N I j lP N [t Q1 m - r-I r-, N m m N m Legend: C=complete Submittal CD1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal(partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date, 0712bf2007 08:54 2537701081 MU41 P-GE 02 Amok W'fsWashirtstairs Ste Departme t of Transportation Request for Approval of Material Contract �Number SR Date S®ctiQ County Contractor Jl�11�1atp ��^ For WSOOT Use Only Fol'Assistance In completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification APpE'1 HAppel dgte File Item No. Manufacturer's ProducUType Manufacturer or Pit Number R6fot46W Cade Code No. Projoct Engineer Data State Materials Engineer Date Approval Action Godes for u$e by Project Enginoor and Stale Materials Lahotaitoey 1, Condidonalty Approved, Acoaptarlox btxsaq upon'Smtiofo010ry'Toot Roport for sampler of rnmriolo to bo Incorporotad Into project. 3, CondMonally Approved: Submit Mfg,Cort.of Compliance for'Approval'prior to use of material. 3. Conilitlonolly Approved: Submit Catalog Cuts for'Approval'prior to use of material, 4, Conditionally Approved- Submit Shop Drawing3 for'Approval'prior to fabrication of material_ 5. Conditionally Approved: Only'Approved for Shipment'or'VJ500'r Inspercded'materlel sha11 be used. tip Conditionally Approved: Submit Materiels Cordticale orOrIgIn to Project Engineer. 7. Approval Panding: Request Transmitted to State Materiels Laboralwy for Approval Action- B. Source Approved: B, Approval Withheld: Submit samplos for prollminary evaluation. 10. Approval Wuhhoid; t'I, Remarks; Project Engineer Distribution State Materials Engineer Distribution ©Contractor d Region Materials ©General File rl Signing Inspection 0 Region Operations Engineer ❑State Materials Lab E3 Eabrlcation Inspection p bthett 007 Form 360.071 Eli CO 39VJ 00 VI-ly -1 a 6V98-9�;Z-S7-V 613 :IT 2013ZIK120 07/20/2007 08:54 2537701001 MLW PAGE 02 07/19/2107 THU 11: 14 PAR IAOOI/003 actrN s.�rr,rM w�m,p, Cadman, Ime. SWO IN 7�54 M81N Ayonao NF. �0 nib 07038 July 19,24l?7 Radmwd.wa 990M S d3G.94'f,laaa M 425.861.ands M L W Concrete Comsttrucdon wwmwidman corn Attn: l3 arb 3005 MtAidiart Ave E L?dzewood, WA.98371 i Project: SW 34°i Cuil'vrrt Replacomcnt-Renton Dear Barb, CadMan, Inc,proposes to deliver the follovving concrete mix dosiSw for the above referenced project., Mix Dcsis esciiption Use 100701 `JVSDOT CDF Culvert Slab Upon approval,Kindly return a copy of the approved submittal to Cadman.Ail'�o,approval of this submittal carries with it approval for timely copies of all mmerate test reperu jbe forwarded to Cadni m.Early noitficatiou of the testing laboratory responsible for this proaept to include Cadman on its sport distribution retailing last is apprecia..d. Cadman cattinu4lly monitors the status of each,project,sometimes providing that data fnr future projects. M51V anal other technical data are avai'Jable upon requost. For any additional questions regarding this submittal or project,please contact., Gerry Eordon Prepared 5y; Soles Representative Cadman,Jac. (425)961-71-71 iCatby Fr in Wes Adm;nistrxtor b0 39VJ 00 VI-1b -1 a 6b98-9ZZ-5Zb 60:TT L00Z/K/1.0 07/20/2007 08: 54 2537701001 MLW PAGE 04 07/19/2007 THU 11e14 VAX �002/003 July 19,2007 M L W Concrete Construction I! SW 34"Oulytrt Re0arement Page 2 of 3 jMix Design: 100701 Description: WSDCT CDF Plant(s): Issaquah (51) All Plants(see footnote)"' Specified Use: Culvert Slab S.&D.Weights per Cubic Yard Portland Cement Type 1111 50 lb Fly Ash (Slag)2** 300 lb Fine Aggregate, Concrete Send 3 18.57 cu. it." Air Entrainer 4 As Req. oz Water a 300 lb Slump 41' * 1« Entrained Air 6% ± 1.5% Conforms to ASTM C-15o `Canfomi;to ASTM C-618 2 W SDDT Approved Pit R Con rmo to ASTM G'160 r'Potable,Well,and/or Recycled "Multiply by tht unit weight on the fast page to determine the actual batch weight Slag may be Used in place of fly ash in the event of fly ash shortage w technical ziervioe by Cadman, Inc. 90 3Jdd 00 dI-1v -I a 6b98-9ZZ-5Zb 60:TT LBBZIeZILO 07/2a/2907 08.54 2537701001 MLW PAGE 65 07/10/2007 xnv 1�11d Ft�t 1�j009/009 July 19,2007 M L W Concrete Construction SW 34"'Culvert Replacement AGGREGATE UNIT WEIGHTS BY PLANT—POUNDS PER CUBIC FOOT Sky River(30) Redmond (50) Seattle (54) 1 ',2" 168.48 1 'y 168.48 " 168.48 Y" 168,48 f" 168.48 318" 167.86 3/8" 167,86 3/8" 167.86 B.S. 105.36 13.5. 164.11 B.S. 169.73 Mill Creek (31) Issaquah(51) Slack Diamond (40) 1 it" 168.48 1 'I2" 167.23 4" 168.48 - Y" 167,23 3/8" 167.86 3/8" 167.86 3/8" 168.04 B.S. Z5.36 B.S. 154.11 B.S. 162.88 Bellevu (53) 1 '!" 166.45 3%" 168.48 3/8" 167,6(y B.S. 165.36 -Multiply the votume of the specifier) material on the previous page by the unit weight of that material for the plant of delivery in order to determine the total weight for that material at that plant. a terhnieai 3erv)cb by Cadman.Inc. 90 AJyd 00 CI-1V -1 a 60 :TT L0aZI0Z/!0 R R L4, ALL4 COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107'VITILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E-MAIL ADDRESS: GJPANK®RLA1jA-00M CONCRETE STRUCTURES (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL, DATE: JUL 0 637 CITY OF RENTON UTIL ITY SYSI;-—IS TO: 14-LFN QuV V / FAX #: FROM: REFERENCE: $q-�J -�V 74 sr YgGTEZ 7- r - NUMBER, OF PAGES INCLUDING THIS COVER Sa IEET: .............. It you donor receive all pages or a Failure has occurred please call at 425-226-8100. Pages will be re-sent to you. [ ] URGENT (X] REPLY ASAP ( ] PLEASE COMMENT ( l PLEASE REVIEW [ ] FIYII REMARKS: / �eojS,5- 4 _ 'C V •" D `57 YS k vQW !f 7;f'l s "T OU" 10 39Vd 00 dI-1v -� a 6b98-971Z-5Zb IZ :TT L013ZI90IL0 It. L. ALIA COMPANY � GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 - w (425)-226-8100 OFFICE (425)-226-8649 FAX � N T O N <:L SUBMITTAL SUMMARY SHEET Submittal #: 3 D Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Aka Company Date: 7-6_0 i Subcontractor or Supplier: Sheet of C Special Description of Item subrnitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required p P of drawing Name of article,mfr., subcontractor's submittal no, CaUDwg# submitted required Results of contractor U a H Ly co N N Ln N [t e--I N f N , r L m Legend. C=complete Submittal I= No Exceptions Taken 3= Rejected/Resubmit 5= Confrm m P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Re�riewed t7y_ Date: 07/06/2007 09:36 3608931664 WAROCKOUARRIES PAGL 02/62 I * HINOTON inL7�K i Gradation Test Report I Plant P003-King Creek Product 040-Stream Lied Gravel 4ciFlcation Stream Bed Gravel 152a396oe5 iSamole Information Sample NO 1524346005 Weather Date Sampled 07/06/2007 10:25 Temp [date Cgmpletud 07/08/200710:25 Split sampla❑ Sequence Sampled By Megan Vinyard Resample❑ code j Tested By Megan vnyard Borahele Type Production Depth ToplBottom 1 Method Stockpile Location Test Note Process Ledge Other Gradation Results Unit Molst Maus Dry Mass Wags+Mass Moisture% Waeh Loss% Procedure lb 33,60 Cure Mass Intl% 5iuyu Mass Retained Retained Retained `Yr Rotalned Passing Target Specification Comment 5"(125mm) 100-100 3"(75mm) 2.4 2.4 TO 7.0 03-0 90-95 1 1/2"(37.5mm) 7.4 9.7 2.2.0 29.0 71,0 56-80 1 1/4"(31.5mm) 7,8 17,5 23,2 522 47.8 46-60 #200(75um) 15.5 33.1 46.18 98.36 1.04 0-2 PAN (Oum) 0.6 33.6 1.64 100.00 0_ao Cf 3 '77 - 3 f Cl-d agggc Washington Rook gUItlrPies,Inc. 60 AD d 00 ti IdH -1 a TZ:T T Z.OK 1901La 61//25/2007 06:23 2537701001 MLW PAGE 01 I mIY,� W Concrete Construction, Inc. 3005 Meridian Ave, E. 206.343,3952 Edgewood,WA 98371 253,770.7790 Fax 263.770.1001 TO: /'f I rCVI�yGuYty�- DATE/TIME: COMPANY: FAX NO,: FROM: I IUl(�1(Sl/ FAX NO.: 253.770-10.01 NUMBER OF PAGES INCLUDING COVER PAGE 4 Please deliver to the above-named person as soon as possible. If you have any problems with the copy or do not receive all pages, please cell 20(3-343-5952. Thank you. Ma IL ftV I) tv V V _r CONFIDENTIALITY NOTICE This message and/or any documents transmitted herewith Is intended only for the use of the individual or entity to whom it Is addressed and may contain information that Is privileged,confidential and exempt from disclosure under applicable law. If the reader of this message Is not the Intended recipient,you are hereby notified that any dissemination, distribution or copying of this comrnunicatlon Is strictly prohibited. If you have received this communication In error please notify us Immediately by telephone and return the original message together with any documents attached, RW 25/Z*007 06: 23 2537701001 MLW PAGE 02 07/24/2007 TUE 16: 57 FAX f�J001/00� H6�oxlLYnNa:a-'—— Cadman,Inc, S01,4 1 W 7554 155th Avenue NP .holy 24, 2007 Po Box 9703E Redmond,WA WM-Mo a�s.eer,�zad JI r.,a7,5Q61 4Cti?G M L W ConoretC ConstruGtiorl vnrnv.rntlmgn,com Attn: Barb 3005 Meridian Ave Est Edgewood, OVA 95371 Project: SW 34Lh Street Culvert Replacement,Renton Dear Barb, Cadman, Inc. proposes to deliver tI1e following concrete Unix designs for the above referenced project: Mix Desi_;�n Description Usc 110025 WSDOT Pro Flow Pumpable CDF Upon approval, kindly return a copy of the approved submittal to Cade-nmi. Also, approval of this submittal carries with it approval foy timely copies of all concrete test repons be forwarded to Cadman. Early notification of the testing laboratory Tespansible for this project to inehrde Cadman on its report dist6bution mailing list is appreciated. Cadman continually monitors the status of each project, sometimes providing that data for future projects. MSDS' and other teclirical data are available upon request. For any additional questions regarding this submittal or project, please contact: Gerry Bardon Prepared)3y: Sr. Sales Rep:resentativc Cadman,Inc, (425)96I-7121 Lcnka Lockwood Technical Servicing 07?125/2907 06: 23 2537701001 MLW PAGE 03 07/74/2007 TOE 16: 57 FAx f 40?/R43 July 24, 2007 M I-W Concrete construction SW 34"Street Culvert Replacement-Renton Page 2 of 3 Mix Design: 110025 Description: WSDOT Pro Flow Plant(s). Issaquah (51) All Plants (see footnote)" Specified Use: Pumpable CDF S.SX, Weights per Cubit: Yard Portland Cement, Type 1/11 50 lb Fly Ash 2 300 lb Fine Aggregate, Concrete Sand 3 1575 cu. ft.* Foaming Agent' As req. oz Water 5 300 lb Pro Flow achieves less than 500 PSI and is not suitable for compressive strength testing, ' Conforms to ASTM C-150 z Conforms to ASTM C-61s WSbOT Approved Plt Rheocell 30—Added at Job site before delivery Potable,Well, and/or Recycled "Multiply by the unit.weight on the last page to determine the actual batch weight a technical service by Cadman, Inc. 671/25/2007 06:23 2537701001 t U,-1 PAGE 04 07/24/2017 TUB 16t57 PAY 4003/003 July 24, 2007 M L W Concrete Construction CADMM SW 34"'Street Culvert Repla;ament-Benton Page 3 of 3 I AGGREGATE UNIT WEIGHTS BY PLANT^ POUNDS PER CUBIC FOOT Sky River (30) Redmond (50) Seattle (54) 1 'ia" 168.48 1 �f2" 158,48 1" 168.48 1/4" 168,48 3% 168.4 315" 167,86 3/8" 167.86 3/8" 167,86 B_S, 165.36 B.S. 164.11 B.S. 169.73 Mill Creek (31) Issaquah (51) Black Diamond (40) 1 ',!" 168A8 1 %/" 167.23 '168.48 '/b' 168.48 3/" 167.23 3/8" 167.86 3/8" 167,86 3/8" 168,04 B.S. 165.36 B_S. 164.11 B.S, 162.86 Bellevue (53) i 1 %" 168,48 3/," 168.48 3/8" 16i,86 B.S. 165.36 *Multiply the volume of the specified material on the previous page by the unit weight of that material for the plant of delivery in order to determine the total weight for that material at that plant. 2 technlcal service by Codman, Inc_ R R.. L.0 ALL4 COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E- NAIL ADDRESS; G-jPANK®RI.AL1A.CO31 CONCRETE STRUCTURE' (425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226 -8649 FAX LAR.G�,DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: g- }-a7 TO: ALL*ka FAX #: 5,4)o-7.W FROM: REFERENCE: Six) 3V r7' J-T- /°ulieu- 6go a rr JZ t.4In / 7-71 t— NUIVXBER OF PAGES INCLUDING THIS COVER SHEET: -----S-------- if you do not receive all pages or a failure has occurred please call at 425-226-8100. P39es will be re-sent to vou. f�] URGENT [ ] REPLY ASAP [ l PLEASE COMMENT [ ] PLEASE REVIEW ] F/Y/I REMARKS: / ela, Jalck- R�r/��✓ /Tu�w 2e�✓o "TH OU" TO 39Vd 00 vi-1J -1 d 6b98-9ZZ-5Zb 50:ZT L0aZ17,0180 Ro L. ALIA COMPANY 1: �- GENERAL CONTRACTORS © 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 T (425)-226-8100 OFFICE (425)-226-8649 FAX E N T O N a �. 1141 AU uI TI[! CCwI Submittal #: 3'�-it SUBMITTAL SUMMARY SHEET Project Title: SW 34t1i Street culvert Replacement Contract#: Contractor: R. L. Alia Company Date: F- z o 7 Subcontractor or Supplier: /Y)icFr iVA-77—, 7-,u Sheet 1 of c Special Description of[tern submitted Item# paragraph FOR OWNER USE ONLY copies copies Review Response Required oU P of drawing Name of article,nifr., subcontractor's submittal no. Gat/Dwg# submitted required Results of contractor iQf7ESiGn1 /vri� c2a�[� o � �oK C'uur J CY - � S%(�U1177/- � --3 r7 I O� v LD 00 I tD CV CV u� I I N V In m N m m CV ti N m Legend: C= complete Submittal m P partial submittal (partial submittal may be rejected) 1= No Exceptions Taken 3= Rejected/Resubmit 5=Confirm y 1 ) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date. r STRENGTH TEST EVALUATION Company: Miles S&G Mix: 10650 Spec'd Str.: 5000 PSI ACI 214 Strength Analysis Page 2 Average Strength, X� 5959 PSI Min Strength 5005 PSI No. of Tests, n 32 Avg Strength 5959 PSI Max Strength 7250 PSI Average Range, R 125 PSI Min Slump 9.00 IN Standard Deviation, s 581 PSI Avg Slump 9.64 IN Coefficient of Variation, V 9.8 % Max Slump 10.00 IN Within-Test Std Dev 111 PSI Min Air Content 0.0 % Within-Test Coeff. of Var, 1.9 % Avg Air Content #DIV/0! % Max Air Content 0.0 % Batch-to-Batch Std Dev 571 PSI Batch-to-Batch Coeff. of Var. 9.6 % Min Conc. Temp. 70 F Avg Conc.Temp. 78 F Max Conc. Temp, 88 F ACI 318 Performance Approval VALID, >15 TESTS MODIFICATION FACTOR = 1.000 s = 581 PSI fcr=fc + 1.33 s = 5773 PSI fcr= f c+2.33 s- 500= 5855 PSI Conc. 7-Da v 28-Day Stir. Slump Air Temp. Str. Cyl.#1 Cyl.#2 Strength Moving Avg Moving Avg Test# Date in. % F psi psi psi Range psi of Three of Ten AVG 9.64 #DIV/0! 78 4274 5931 5987 125 5959 5964 5892 1 09/07/04 70 4710 6190 6160 30 6175 2 09/02/04 10.00 72 4390 5720 5750 30 5735 3 08/30/04 10.00 75 4930 5990 5950 40 5970 5960 4 08/18/04 10.00 78 4240 5890 5820 70 5855 5853 5 08/17/04 10.00 78 4420 5860 5830 30 5845 5890 6 08/16/04 10.00 73 5350 6550 6650 100 6600 6100 7 08/13/04 10.00 72 4980 6530 6420 110 6475 6307 8 08/12/04 10.00 76 4940 6320 6370 50 6345 6473 9 08/11/04 10.00 78 4680 6270 6220 50 6245 6355 b© A9Vd 00 VI-1v -I a 6b98-9ZZ-9Zb 50 :ZT ZOOZ/Z0188 10 08/29/03 77 3170 5000 5010 10 5005 5865 6025 11 08/28/03 88 3410 5350 5240 140 5310 5520 5939 12 08/27/03 86 3410 5320 6300 20 5310 5208 5896 13 08/26/03 79 3660 5260 6250 10 5255 5292 5825 14 08/25/03 72 4100 5080 5150 70 5115 5227 5751 15 08/25/03 77 3870 5220 5420 200 5320 5230 5698 16 08/22/03 77 5000 7000 6820 180 6910 5782 5729 17 08/20/03 83 3790 5550 5610 60 5580 5937 5640 18 08/19/03 76 3140 5000 5010 10 5005 5832 5506 19 08/19/03 77 3400 5000 5120 120 5060 5215 5387 20 08/15/03 72 4200 6190 6050 140 6120 5395 5499 21 08/12/03 74 3240 5000 5120 120 5060 5413 5474 22 08/12/03 73 3940 6140 6270 130 6205 5795 5563 23 08/11/03 83 4890 6240 7050 810 6645 5970 5702 24 08/11/03 84 4970 7120 7380 260 7250 6700 5916 25 08/08/03 78 4830 7350 7070 280 7210 7035 6105 26 08/08/03 83 4540 6490 6840 350 6665 7042 6080 27 08/07/03 9.00 84 3360 5260 5350 90 5305 6393 6053 28 07/31/03 9.00 80 4760 5960 5965 5 5963 5978 6148 29 07/31/03 9.00 80 5130 6500 6510 10 6505 5924 6293 30 07/25/03 9.00 75 5030 6680 6690 10 6685 6384 6340 31 07/25/03 9.00 75 4810 6630 6800 170 6715 6635 6515 32 07/21/05 10.00 75 3470 5090 5400 310 5245 6215 6419 r r , 90 35Vd 00 vi-iv -1 d 6b98-9ZZ-5Zb 50:ZT 'LaeZ/ZO/80 August 2, 2007 National Grouting Job: Renton Project Gentlemen, We hereby submit the following mix design for use on the above-mentioned job. 5000 PSI-10 Sack Auger Cast—Mix fD#10650 Cement(Ash Grove Type 1-11)------------------940 lbs/cy Fine Aggregate (sand)---------------------------2560 lbs/cy Delvo Stabilizer------------------ _-,_----47 oz/ey Water---------------------- -----------------------383.2 lbs/cy Slump: Flowable This mix meets or exceeds current ASTM and AC1 standards for ready mix concrete, Included are actual test results and or statistical data from a similar mix. If you have any questions, or need any additional information please call. Sincerely, Miles Sand &Gravel Company Scott Woodard Phone: 360-791-1519 Fax:360-459-1291 60 39vd 00 VI_1V -1 a 6b98-9ZZ-SZb 90:ZT LOaZ/Z0/80 Ro L. ALIA COMPANY �- GENERAL CONTRACTORS N 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 RE w (425)-226-8100 OFFICE (425)-226-8649 FAX N 'i' O N TirL «.,.L SUBMITTAL, SUMMARY SHEET Submittal #: Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Afia Company Date: 5 -/-o 7 Subcontractor or Supplier: Ss ,o ¢6pAve Sheet �_ of / C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Requfred o P of draVxing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor LD OD I LQ CV I LL7 N 7r V -I N m ' m N © Legend: C= complete Submittal 9 p 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm m P= partial submittal (partial submittal may be rejected) 2= dote Markings 4=Comments Attached Submittal Reviewed by: Date: ;B/01/2007 14:08 FAX 2538404588rC �j00'I/043 NGS , Inc . National Grouting Systems, Incorporated Date: August 1 2007 Company: RL Alin CornpgM , Attu: Gary Phone: 425-226-81 d0 Fax; 425-226-8649 Total Number of Pages transinitted: 3 RE: City of Renton SW 34`4 St Project Deer Garry: Following is the Miles Design mix we would lace to use. We would raced to add the Aluminum Oxide to make it non,-shrunk. Please call if you have any questions. I can be reached at 253081-7763 cell_ Thank you, Dave M'orell National Grouting Systems,Inc. P.Q.EIOX 745% + PUYALLUP,WASHINGTON 99373 • (253)845-4555 • FUx(253i)3444010 - NATIOGS081KE -J 80 39Vd 00 CI-1y 7 a 6b98L9ZZ-5Zb GT:VT L00Z/T0/80 ��. Uprjd - 4 z _ r August 1, 2007 National Cnouting Job: Renton Job Gentlemen, We hereby submit the following mix design for use on the above-mentioned job. 3500 PSI— 7 1/2 Sack—Mix ID#0375030 Cement (Ash Grove Type I-II)------------------705 Ibs/cy Coarse Aggregate (3/8's)-------------------------870 lbs/cy Fine Aggregate (sand)---------------------------2050 lbs/cy Water-------- --------------------------------------3 41.5 lb s/cy Water/Cement ratio - .48 This mix meets or exceeds current ASTM and ACI standards for ready mix concrete. Included are actual test results and or statistical data from a similar mix. If you have any questions, or need any additional information please call. Sincerely, Miles Sand& Gravel Company Scott Woodard Phone: 360-791-1519 Fax:360 459-1291 b0 39Vd 00 VI-1d -I d 6b9a-9ZZ-SZb GT :VT L00Z/Ta/80 f • S R L, ALL4 COMPANY, GENERAL CONTRACTORS PUT-APING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E-MAIL ADDRESS: GJPANK®RLALIA-COM CONCRETE STRUCTURES (425) 226-8100 OFFICE 'UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL, DATE: TO: l�� QuyAYA FAX 1#: 1430-72# FROM: REFERENCE- NUMBER OF PAGES INCLUDING THIS COVER SHEET: -------------- If you do not receive all pages or a failure has occurred please call at 425-226-8100. Pages will be re-sent ro you. C ) URGENT [ ] REPLY ASAP [ ] PLEASE CONDIENT C ] PLEASE REVIEW C ] F/Y/I REMARKS: "Tffi OU" TO 39Vd 00 JI-1v -1 a 90:9T L0aZ/90!80 Ro L. AL1A COMPANY '� GENERAL CONTRACTORS CD co 107 WILLIAMS AVENUE SOUTH, RENTON, WA 980550 '� N T O N ri (425)-226-8100 OFFICE (425)-226-8649 FAX SUBMITTAL SUMMARY SHEET H Submittal #: .36 CD Project Title: SW 34th ,Street Culvert Replacement Contract#: Contractor R. L. Asia Company Date, N Subcontractor or Supplier: 61-A<(M A/yv/ Sheet �_ of / Cn CD C Special Description of Item submitted FOR OWNER USE ONLY X, Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. catlDwg 9 submitted required Results of contractor VP F / 7 6 r Rv N Fa-d m cGt_,¢u ca Al w n B€ use r2 Bra � ✓1 s 57 FTYI WADS Sy- r r� F. n m m Legend; C=complete Submittal 1= No Exceptions Taken 3= RejectedlResubmit 5= Confirm ^' P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=0omments Attached Submlttal Reviexed by: Date_ 8/06/4007 03:10 2069330379 GLACIER NW PAGE 02/02 Glacier Northwest - Aggregate Submittal June 'I, 2007 � ec Date: � L 4 C I G R Product Number: g128 " Y it W " Product description: Mineral A regate, Type 17 Specification Number: City of Seattle, 9-03.16 5aurce: Pioneer Aggregates Location: 'DO —nt,WA WSDOT Pit Number, 13-335 Specification: 31' 95-100% % Fracture 114" 25-75 sand Equivaleot 60 min. #200 0-5 L.A.Wear .. ]Degradation, Dust Ratio 2!3 gnax. Specific Gravity: 2.72 % Fracture: - Absorption. 1.1 Sand Equivalent: L.A. Abrasion: 16.00/0 Dust Ratio: PAS$ Degradation! $3 100 60 10 ` 40 30 20 10 3" MIt 100 78 5 - 100 8128 —^Lower Limit sieve Size 80 dJyd 00 VI-IV d 6b58-9ZZ-SZb 90:9T LOOZ/90/80 R Pm ­- L, ALL4 COMPANY, GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E- MAIL ADDRESS: GJPANK®RLALIA•GOM CONCRETE STRUCTURES (425) 226 - 8100 OFFICE 'UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE ;DEWATERING EQUIPMENT .FAX TRANSMITTAL, RECEIVE AUG 0 8 2007 DATE: 9-7"07 CITY OF REN7ON UTILITY SYSTEMS TO: u aw FAX #-. FROM. �� REFERENCE: NUMBER OF PAGES INCLUDING THIS COVER SUEET: -------------- If you do not receive all pages or a failure has occurred please call at 425-226-8100. PaWes will be re-sent to you. [ ] URGENT ( ] REPLY ASAP ( ] PLEASE COMMENT [ ] PLEASE REVIEW [ ] F!Y!I REMARKS: l/Usr4- _ri�iS (AJI�tZk �o/L B/D - 0 V P-ri1 V to Ccj 67 OU" TO 39Vd 00 VI-1d -I a 6b98-9zz_9ztb TE:60 I-OK/80/80 06/06/2007 23:35 2059330379 5LACIER NW PAGE 02/02 Glacier Northwest w Aggregate Submittal 1 Date: June 1,2007 G Ir C I ER Product Number. 8128 ��� " ' " V '"I "" k, $ s Product Description: Gravel Borrow Specification Number: Pioneer A re atos Location, n Du ont,VIlA WsoOT Pit Number: B�335 Specification:3.4 95�1 % Fracture DC1alo 1/ ", 26-76 Sand Equivalent 60 m1r). 114P 0-6 L.A.Wear #200Degradation: Dust Ratio 213 max. specific Gravity: 2.72 % Fracture. Absorption'. 1.1 Sand Equivalent: 65 L.A.Abrasion: 16.0% Dust Ratio: n.25 Degradation: 63 100 so .0 60 50 20 10 0 3" 1 1/2" 3W 518" 112" 1/4" -#a12, 100 100 84 74 71 !70 85 1,3.E3 4.5 �� •1 --- Sieve Size .�. Z0 30yd 00 VI-1V 3 d 6b98-9ZZ-5Zb i6 60 LaOZ/80/80 Gary-Pan[dewicz From: Allen Quynn [aquynn@ci.renton.wa.us] Sent: 08/07/2007 9:11 AM To: Gary Pankiewicz Subject: Submittal #36 for Bid Items#57, #58. #59 Gary, The material is acceptable for Bid Item #57 and #58. I can't tell for Bid Item #59 since the sieve analysis does not include a 1.5" or 1" sieve as shown in Section 9-03 .12 (3) in 2006 WSDOT Standard Specs. Please include with Bid Item #59 submittal additional sieve sizes per WSDOT specs. Thanks, Allen ca 39"d 00 VI-IG -1 a I6 :60 20ez180180 ' R ri , L. ALL4 COMPANY a pp,,,,��,,,,,,�c4nh�,�,� �Y t.RJl GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E. MAIL ADDRESS- GJPAN-KORLALYAXOM CONCRETE STRUCTURES (425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL, DATE: o-7 TO: C c.E/v &��.v FAX;#: 1C3v—72-34/ FROM: /Fict-&C41 REFERENCE: NUMBER OF PAGES INCLUDING THIS COVER SHEET: ---6 If you do not receive all pages or a failure has occurred please call at 425-226-8100. Paves will be re-sent to you_ ( ) URGENT [� REPLY ASAP [ I PLEASE COMMENT [ I PLEASE REVIEW [ ] F/Y/I REMARKS: Seam t rr*- * 35- 11V-4 "T OU' TO AD"d 00 CI-1v -1 a 6b98-9ZZ-5Zb TO:TT LOOZi190/80 Re L. ALIA COMPANY GENERAL CONTRACTORS © 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 w (425)-226-8100 OFFICE (425)-226-8649 FAX R E N T O N Submittal SU 3NUTTAL SUMMARY SHEET #: Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: e 7 Subcontractor or Supplier: CC4b/✓rA^/ Sheet / of C Special Description of Item submitted FOR GINNER USE ONLY Item# paragraph copies copies Review Response Required o P of drawing Name of article mfr., subcontractor's submittal no. Cat]Dvrg# submitted required Results of contractor H onor-fz�T� /—orz wi,v «r J <I J ry CT 7 LD co I L N N I In N V m N _ m m N tD m Legend: C= complete Submittalco 9= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm © P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date 08/03/2007 FRI 15: as �IAx I�oo�/ooa I :1810{ILa¢AG,hiL,i Cadman, INC. cube 100 T66.4 imh Avonuo NE August 3,2007 VO Box 97038 Redmond,WA980739738 42a86I.1 9,314 { m.425.06lAcmi 1.L Ali Corapany WWW,Odnliln.OQM Attu: Gary 107 Williams Avmuc S Renton,WA 98055 Project: SW 3e Street Culvert Replacement Renton Dear Gary, Cadman, Inc,proposes to deliver rhs following concrete mix designs for the above referenced project: Mix Desi Description 111se 661283 5000 PST 6"Slump Air Wing Walls Upon approval,kindly return a copy of the approved submittal ro Cadman. Also, approval of this submittal carries with it approval for timely Gopias of all concrete test reports be forwarded to Cadman.Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continu4lly mosutors the status of each,project, sometimes providing that data for future projects. MSDS' and other technical data are available upon request. For any additional questions regarding this submittal or project,please contact: Jamey Ingersoll Prepared By: Sales Representative Cadman,file. � (425)961-7124 (&/V Lenka Lodkwood Technical Services 8e 39Vd 00 GI-1V 7 d 6b98-9ZZ-5Zb' TO:TT LOaZ/90/80 oe/os/2oo7 N1111 15128 FAX U5002/004 August 3, 2007 R.L. Alia Company SW 34`4 Street Culvert Replacement-Renton Page 2 of 3 Mix Design: 661283 Description. 5000 PSI 6"Slump Air Plant(s). Issaquah (51) All Plants (see footnote)' Specified Use: Wing Walls .I S.S.D. Weights per Cubic Yard Portland Cement, Type VII ' 550 lb Fly Ash (Slag) 2 `* 105 lb Coarse Aggregate, '/" Top Size 3 8.43 cu. ft_* Coarse Aggregate, /d"Top Size d 2.60 cu. V Fine Aggregate, Concrete Sands 7.28 cu. ft." Water Reducer, Type F s As req. oz Air Entrainer 7 As req. oz Water B 262 lb Slump 6"t 1"" Entrained Air 5%1 1.5% ' Conforms to ASTM C-150 Z Conforrn&to ASTM C-618 WSOOT Approved Pit 4 WSDOT Approved Pit s WSDOT Approved Pit Conforms to ASTM C-494 7 MBAE 90, BASF Admixtures, Inc. b Potable, Well, and/or Recycled `Multiply by the unit weight on the last page to determine the actual batch weight "Stag may be used in place of fly ash in the event of fly ash shortage a technical service by Cadman, Inc b0 39Vd 00 VI-1V -1 a 6b98-K71-57�b T© :T T 2LMV90/80 08/03/2007 FURY 15., 29 ?Ax r�oo9/o0a August 3, 2007 R,L,Alia Company NC"PHICLKC_I"11N SW 34.'r'Street Culvert Replacement-Renton Page 3 of 3 f' AGGREGATE UNIT WEIGHTS BY PLANT— POUNDS PER CUBIC FOOT I Sky River (30) Redmond (50) Seattle (54) 1 "/" 168.48 1 '/2" 168.48 3/" 168.48 %'" 168.48 Y47 168.48 3/8" 167.86 3/8" 167.86 3/8" 167.86 B,S, 165,36 B.S. 164,11 B.S. 169.73 Mill Creek (31) Issaquah (51) Black Diamond (40) 1 "/2" 168.48 1 '%2" 167.23 3/" 168.48 3/0" 168.48 3/a" 167.23 3/8" 167,86 3/8" 167.86 3/8" 188.04 B.S. 165.36 B.S. 164,11 B.S. 162.86 Bellevue(53) 1 'W 168.48 %4" 168.48 3/8" 167,86 B.S. 166.36 *Multiply the volume of the specified material on the previous page by the unit weight of that material for the plant of delivery In order to determine the total weight for that material at that plant. a technical service by Cadman, Inc. 50 3!DVd 00 VI-1V -I d TO:TT LOOZ/90/80 Cdd=a4 Break Data for 1-fix8/3/2007 Page: 1fix 6E1283 a m © Product Code Statistics \ Age(days}2 3 4 5 6 7 13 29 56 0 w Vv.Sp-cs:7 4 2 3 1 32 1 56 s ea Imo; Str -3000 3900 4080 1160 3830 6440 9900 B320 752C w C3 0 Bin.Str :2670 3720 4000 3710 3630 3400 1M 0 5160 7290 ikr9_Sts :2875 3620 4046 3913 3630 9976 4500 6731 7385 SD Str _114 78 57 228 0 592 D B36 142 Ihensity :0_0 0.0 0.0 0.0 0,0 0.0 D.0 0.0 R.0 H r Batch records analysed; Last 95 records, cn m ndividual SaWl_es Pace Eicket Sample Hart Aaes, Strengths, Densities y '914ar07 40D0 712003 51 7 5450 29 7830 28 7690 28 720L K 19t4ar07 4000 712016 51 19GSar07 4000 712DI6 + 51 2 2960 2 3000 , 3 3860 3 3900 7 1850 , 7 5030 , 28 650D 01 12AprO7 4000 719DO7 51 4 4D00 7 5610 28 795D 20 7.98 , 12Apr07 4000 719163 51 4 4DBO 7 5420 28 751D 28 7850 , 28 8290 1ZApr07 4000 119207 5050 28 7390 , 2B 780D , 17A.prD1 4000 720302 5 7 495D , 0 17AprD7 4000 720387 50 6 3630 13 4900 U Way07 4000 725761 54 7 5200 20 6070 2B 6290 , 4Hay07 400C 725E86 54 7 4910 28 6210 28 6410 H SXayO7 4000 726673 54 1 478D 28 6170 20 5970 S 10,Sey07 4000 727377 54 7 4510 28 52BO 28 5710 , 1014ay07 4DOD 727490 54 7 3400 28 531C 28 5160 J IWay417 4D00 721614 54 7 4240 , 28 5950 28 5790 ry IWay07 400D 727BB3 54 7 4930 28 5000 28 5960 IIHay07 4-000 727967 54 7 4740 28 5Z7D 28 5570 i619ay07 4000 729013 54 7 9720 28 5910 29 5910 f 1Elbay07 4000 729009 55 7 4920 161lay07 4000 729117 51 7 5040 28 6950 26 735D , 26 6760 , 1614dyG7 4000 729Z00 5i 2 2.900 2 2960 3 372D 3 3800 1 4810 7 4810 , 28 6410 Av'ay07 4000 729200 + 5-, ' 1bT:ay07 4000 72920E. 51 2 2860 5 4160 7 5470 28 7540 26 7260 , 28 7230 16M2yD7 9000 729258 vl 2 2800 5 3870 7 5290 28 6980 20 6670 , 28 6100 , 16Zfay07 4000 729285 51 2 2670 5 3110 , 1 4600 , 28 6200 28 6660 28 5900 7lXay07 L000 730758 54 l 6440 20 7810 , 28 8320 , 28 B240 CT) 22May07 4000 730939 51 7 6441) 28 7720 26 7720 , 78 7680 v 22May07 4000 730974 51 7 546D 28 6730 2E 6720 26 6620 I N 22`%yO7 4DOG 731047 51 7 526D 2E E460 20 6700 26 6530 , I 3IUay07 4000 133487 54 7 44-D I iJun,07 4 D00 734042 54 1 4480 N 1Jun07 4D00 734124 54 1 5190 1aur:07 01) 73-12-20 54 7 4131D ; N 1Sun07 4000 734361 54 7 4710 , 7r EN D OF REPORT m CD m I.� N � o lD o P co m R R L. ALL4 COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E- bWL ADDRESS: GJPANR®RLALIA.COM CONCRETE STRUCTURES (425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE;DEWATER.ING EQUIPMENT FAX TRANSMITTAL, RECEIVED DATE: 0'�`�: 7 AUG 14 2007 CITY OF RENTON UTILITY SYSTEMS TO: A(- c.�v akAy,Vti FAX,#: 1430 " 7 a q/ FROM: REFERENCE: S'61(J -3 z4 r' ST /ZO &-T-7' NUMBER OF PAGES INCLUDING THIS COVER STREET: --—------ If you do not receive all pages or a failure has occurred please call at 425-226-8100. Pzges will be re-sent to you. [X URGENT I ] REPLY ASAP [ ] PLEASE COMMENT C l PLLEASE REVIEW J F/Y/I REMARKS: l-(�LtWJ y6C- /f Yf>16- �o s�uJ -ram �re/_r OF yo,�,R CONC6 41 - F�i4✓� P� *Aoy coo Teo.rc-- 7L--ms, Lam- In CC "T OU' TO 39VJ 00 vI-1d -I a 6b98-9ZZ-5Zb 51?:t?T L00Z/bT/80 CADMM S / er i rr;ft �5 HFID YCEMEN Cadman,Inc. suite 100 7554 185°i Avenue NB P ,r 110 aox 9708 Redmond,WA 98073-9738 J 1 425,867.1234 v Pax425.861.4U46 www,cadmun.cum August 14, 2007 ` I/ R.L. Alia Company Attn: Gary 107 Williams Avenue S Renton, WA 98055 Project: SW 34t1i Street Culvert Replacement - Renton Dear Gary, Cadman, Inc. proposes to deliver the following concrete mix designs for the above referenced project: Mix Design Description Use 661283 5000 PSI 6" Slum Air Wing Walls Upon approval, kindly return a copy of the approved submittal to Cadman. Also., approval of this submittal carries with it approval for timely copies of all concrete test reports be. forwarded to Cadman. Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project, sometimes providing that data for future projects. MSDS' and other technical data are available upon request. For any additional questions regarding this submittal Or project, please contact: Jaxney Ingersoll Prepared By: Sales Representative Cadman, Inc. (425)961-7124 CWe, ;��Wd Lenka Lockwood Technical Services Z0 39Vd 00 VI-1V -I a 6b98-9ZZ-5Zb 5b :VT LOOZ/bT/80 October 16, 2006CADMM R.L. Alia Company SW 34"' Street Culvert Replacement - Renton Page 2 of 3 Mix Design: 661283 Description: 5000 PSI 6" Slump Air .40 w/c Plant(s): Issaquah (51) All Plants (see footnote)* Specified Use: Wing Walls S_S.D. Weights per Cubic Yard Portland Cement, Type 1/11 ' 550 lb Fly Ash (Slag) 2 ** 105 lb Coarse Aggregate, W Top Size 3 8.43 cu. ft.* Coarse Aggregate, %"Top Size 4 2.60 cu. ft.* Fine Aggregate, Concrete Sand 5 7.28 cu. ft,* Water Reducer, Type F 6 As req. oz Air Entrainer 7 As req. oz Water 6 262 lb Slump 6" ± 1" Entrained Air 5°/ ± 1.5% AGGREGATE UNIT WEIGHTS BY PLANT— POUNDS PER CUBIC FOOT ' Conforms to ASTM C-150 2 Conforms to ASTM C-618 3 WSDOT Approved Pit a WSDOT Approved Pit 5 WSDOT Approved Pit 5 Conforms to ASTM C-494 MBAE 90, BASF Admixtures, Inc. e Potable, Well, and/or Recycled " Multiply by the unit weight on the last page to determine the actual batch weight '* Slag may be used in place of fly ash in the event of fly ash shortage 60 ]19Vj 00 'I-I -I a 5b :bi L00Z/bT/80 October 16, 2006 • R.L. Alia Company SW 34 h Street Culvert Replacement - Renton Page 3 of 3 Sky River (30) Redmond (50) Seattle (54) 1 Y2" 168.48 1 '/z" 168.48 3/" 168.48 W 168.48 3/" 168.48 3/8" 167.86 3/8" 167.86 3/8" 167.86 B.S. 165.36 B.S. 164.11 B.S. 169.73 Mill Creek (31 Issaquah (51) Black Diamond (40) 1 '/2" 168.48 1 Y2" 167.23 3/" 168.48 3/" 168.48 3/" 167.23 3/8" 167.86 3/8" 167.86 3/8" 168.04 B.S_ 165.36 B.S. 165.36 B_S. 162.86 Bellevue (53) 1 Y2" 168.48 3/a" 168.48 3/8" 167.86 B.S, 165.36 *Multiply the volume of the specified material on the previous page by the unit weight of that material for the plant of delivery in order to determine the total weight for that material at that plait. b0 39vd 00 dI-1V -1 d 6b98-9ZZ-5Zb 5b :bT LOOZ/bT/80 R Ro" L., ALL4 COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107 W-fLLIAMS AVENUE SOUTH ROAD CONSTRUCTION R.ENTON,'W'A 98055 E- MAIL ADDRESS: GJPANKORLA.LIA-COM CONCRETE STRUCTURE: (425) 226-8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE;DEWATERING EQUIPMENT FAX TRANSMITTAL, RECEIVED T-�Aq& w FEB 2 8 2008 DATE: 2— Z S I CITY OF RENTON N L �C� UTILITY SYSTEMS TO: 4'IAV IAA h y-� FAQ, #: 40 7 / FROM: REFERENCE: NUMBER OF PAGES INCLUDING THIS COVER SHEET: ----`c--------- If you do not receive all paces or a failure has occurred please call at 425-226-8100. Pages will be re-sent to you. C ] URGENT [ ] REPLY ASAP [ ] PLEASE COMMENT C ] PLEASE REVIEW [ J F/Y/I REMARKS: S "T OU" TO 39dd 00 dI-1v -1 b 6b98-9ZZ-5Zb 80:0T 800Z/8Z/ZO R. L. Alia Company Work for City of Renton SW 34TH Street Culvert Replacement Trail Improvements LABOR Hrs/Units Rate Subtotal Total Superintendent $57.43 $0.00 Operator $49.74 $0.00 Pipelayer $41.35 $0.00 Truck Driver $45.99 $0.00 Flagger Laborer $35.21 $0.00 $40.78 0.00 29% markup $0.000.00 $0.00 COMPANY E UIPMENT 200 Komatsu $64,86 $0.00 950 Loader $33.67 $0.00 580 Case $25.70 $0.00 10 CY Dump Truck $35.96 $0.00 I-Ton $12.39 $0.00 3/4•Ton pickup $10.00 $0.00 JD 160 $58.17 $0.00 Equipment trailer $16,89 $0.00 Compressor $8.10 $0.00 0.00 21% markup $0.00 0.00 $0.00 SUCONTRACTORS Lakeside Industries 1 $2,700.00 $2,700.00 77ug -71 $0.00 0.00 $2,700.00 12% markup 324.00 $3,024.00 MATERIALS RENTALS OTHER z $0,00 $0.00 $0.00 $0,00 $0.00 8.9% use tax on materials $0.00 o_ao 21% markup $o,000.00 IQ,00 Total U,024.00 Za �19yd 00 vI1V -1 d 6b98-9ZZ-5Zb 80:aZ 80aZ/8Z/Za tGary Pankiewicz From: Craig Nickel [CraigN@lakesideind,com] Sent: 02/28/2008 8:49 AM To: Gary Pankiewicz Subject; RE: SW 34th Street Culvert Replacement Project-Trail Repair Attachments: FA-Trail & Repair.pdf FA-Trail& Repair,pdf(251 K.,. Gary - attached are two cost breakdown sheets. One for the trail imp,-ovements and the second for the driveway repair credit. The net total is e:losc; to $2700. 00. Let me know if this cost is approved by Renton; we would like, to (to the work on Monday (March 3rd) weather permitting. Thanks, r Craig Nickel Esimator/Project Manager Lakeside Industries 18506 SE 257th Street Covington WA 98042 Ph: 253-343-7375 Ph: 206-343-7375 NoFax. 253-630-2011 ' v 60 39Vd 00 t1I3C -I a 8b98-9ZZ-5Zb 80=0Z 800Z/8Z/Z0 LAXESIDE INDUSTPUES Gen.Contractor: RL Aiia Project Name,, SW 34th St Culvert Date' Project Number: 127017 Work Description: Trail Improverraents per Allen [Teamster lassification L¢rbar Cbsfa -----�-�------ Regular Overtime Arnount Hours Rate Hours Rate operator 1 10 $50.00 er �+ SG0.00 !ro a 2 $45,00 $ A50;00 ,)r Z $46,50 $ 93.00 1 3 3 f !_abor Total S 1043.nn Nzy s' gctipmarwt--Costs [Aa Hours Rate Regular Standby Regular Standby Arnount ck vv!lrquipment Trailer 2 $ 55.00 Truck 2 $ 65,00 $ 1.30.00 aver $ 50,00 oller $200.00 $ AOO.GO P/U w/Equipment Trailer 3 $ 45 00 $ 90,U0 r Grinder $ 40.00 $ 120.00k 2 $ 75.00 $ 150.00 $ 25.00 $ 50.00 $ E ui rnrant Total $ non nn Malarial Material Casts Asphalt Unit Quantity Price Amount Tons 10 $52.00 $ 33-2.00" ��< Material Sub-Total $ 832.00 Use Tax 8.90% $ 74,05 0-11 Matalrlal.Total Cast SUJnMary FEJ Overhead profit $ 1,043.00 2g% $ 3D2.47 t3. i ent ®nhead&Profit 21% $ 990.00 l $ 207,90 erttaad&AroFit 21o/u $ 90li.05 $�9t727, I�G. I _�_GRdal�D EQTAlr ._� . $ 3 639.69 �- ( 7) b8 39 d 00 7I-Id -1 a 6b98-9ZZ-5Zb 80 :aT 80aZ/8Z/Za 1 LAKESIDE INDUSTRIES Grin. C011:tractor: RL Alia Project Name: SW 34th 5t Culvert Date' Project Number. 127017 Work Description: Credit for Driveway Repair [ab Ctas$iticatlon Labor Cots Regular Overtime Amount Operator Hours Rate }-tours Rate rer 5l7'00 $ 200.00 ster 4 $45.00 $ iti0.00 Latbor Total $ 380.00 t"qulpm nt Type Hours Rate Amount Regular Standby Regular Standby 8010 Truck wr[Quipment Trailer $ 65.Oq Foreman Truck $ Asphalt Paver $ 25.00 $ 50.gl? l3ompg Roller $200.00 $ - Onu Ton P/U w/Equipment Trailer 2 $ 45.40 $ 45.00 Skid Steer Grinder $ 40.00 $ 80. 10 1 $ 75;00 Flag Truck $ 25A0 u 75.00 y . ui went Total Material --�-"-" Asphalt Unit Quantity Price Amount Tons 2 $�s2.00 $ 104.00 Material Sub-Total $ 10�2.00 Use Tax 8-90% Material Total $ 9.26 $ 113.2E Cost summairy, re $ 380.00 Overhead&Profit 29%0 $ 110.20 7errt verE►�sad&Profit o 250.00 al21�0 $ 52.' Iverhead$Prout 211% $ 113.28�8 GRAND TOTAL 929.7�t S0 39dd 00 VI-1d -1 a 6b98-9Z71-5Zb 80:0Z 800Z/8Z/Z0 ' R `.R. L. ALL4 COMPAATYmilm cmhft GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E- MAIL ADDRESS; GJPANK@RLALTAXQ.M CONCRETE STRUCTURE (425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE DEWATEIRNG EQUIPMENT FAX TRANSMITTAL RECEIVED DATE: MAY 3 0 2007 CITY OF RENTON UTILITY SYS-r",AS TO: 4LeW d�-tVAIN FA,-K #: �3Q --2a �z FROM: REFERENCE: NUNMER OF PAGES INCLUDING THIS COVER SHEET: ----�------ If you do not receive all pages or a failure has occurred please call at 425-226-8100. Pages will be re-sent co you. ( ] URGENT f ] REPLY ASAP f ] PLEASE COMMENT f ] PLEASE REVIEW [ ] F/Y/I REMARKS: fe-yL yOuIL "THANKYOU ' TO 39Vd 00 VI-1d -1 a 6b98-9ZZ-5Zb OT :TT !00z/06/50 04/02/2007 10:23 1rAX 253 95 PETERSEN BROS 0 001 2008 FAST VALLEY HIGHWAY SUMNER,WASHINGTON 98380 (253)833-2544 (253)863-81.36 FAX(253)863-5951. r Contractors# C"l PETERBI1BINZ SC)�THWES7C,3.���,STREET�i�ULv�R�!, Project Name: REPI ACEMENT BID D.Wrr: 04/03/07 Itorn Plan QTY DESCRIPTION TOTAL,51 1.00 LS BEAM GUARDRAIL FLARED TERMINAL $ $ PLAN SHOWS NO TRANSITION OR FLAR60 TERMINAL NOTES MY SPEC.FI ARED TERMINAL MIKE W/ENGINEER SAID HAVE TO DfS g TIME OF CONSTRUCTION 206-696-4507 R.L.ALIA COMPANY 425�226-8100 F 425-226-8640 TOTAL Is **Pxice does not iucln.de traffic control unless sprcificd. **Prices include ma#erial&instaYlztion,bond a:ud insurance, 13oum Cuardma is available in 12.5'and 0,23'lCnOths, "Prnctu are gDod if ConU^att is received within 30 daps after award of jobs after 30 dabs pricry mud bo renagotiated. IF ACCEPTED PLEASE SIGN AND FAX BACK TO 253-863-5951 NO WORK WILL BE PERFORMED WITHOUT PROPER AUTHORIZATION By: Date: Title_ Company Name: Phone: Addrms Fax zo 719-vd 00 VI-1v -1 J Gb98-9ZZ-SZb ©i '.ZT ' . Le ALIA COMPANY �= �- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 (425)-226-8100 OFFICE (425)-226-8649 FAX E N T O N SUBMITTAL SUMMARY SHEET Submittal #: Z Project Title: SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date: C - 5- 7 Subcontractor or Supplier: Sheet of C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Review Response Required P of drawing Name of article,mfr., subcontractor's submittal no. Cat/Dwg# submitted required Results of contractor A/ Legend: C= complete Submittal 1= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by: Date: 06/22/2007 08:15 4258812003 PAGE 02/02 NORT'4MT LABORATORIES of Seattle, Incorporated ESTABUSH0 1896 76Chr7kel SpMcea for Indv,0r)4 oon7r mig,Legal Profession&InsuranCQ lndU3lry 241 South Holden Striet • Seattle, WA 96108.4359 - Phone: (206) 763-6252 • Fax: (206) 763-3949 www. nwI8tMI6H,Cnm Report To, P,N. Hest& CoMpany Date: Juno 20, 2007 Attcotinw, Jim Report On, Steel Lab No. E81242-1 iLDNTIFICATION: 22"x 0,312 Wall Pipe Material Type Unknown JET PROCEDURE Test Fer ASTM A.370/A53 Or. B TE 5YU,TEST PXSM S: Mire sl cl +:a 3Gr. I3 Pipc 0D, (in.) 22,0 Width (ire.) 0,510 Tlaicltiicss (iri.) 0.311 Area(in. sq.) 0,159 Yicld Strength (1bs,),0.2% offset 7,000 Yie,id strength (psi) 44,100 35,000 Ultimate Load(lbs.) 13,000 Tensile Strength (psi,) 82.000 60,000 Elongation in 2(in.) . 0.60 Elongation(°!o) 30.0 This report aMplics ordy to the actual samples te,,aed..Northwest Laboratories does not certify, warrant, or gt_tamtee inty products manufactured by oth - Samples will be discarded widlin thirty(30) days unless otherwise requested in writing by you. N'ORTHWI✓ST T ABORATOR.tFS,1NC. n.J C .d J. SO 5k C c 1 • Ln ine,;r ,. 60 ical Manager whin R., Le ALIA COMPANY �= �-�- GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 CID (425)-226-8100 OFFICE (425)-226-8649 FAX R E N T O N N kill %V II, I IIL LVIVl CD SUB1IVHTTAL SUMMARY SHEET Submittal #: 33 Project Title', SW 34th Street Culvert Replacement Contract#: Contractor: R. L. Aiia Company Date: -/ -o7 Subcontractor or Supplier: AJty L,ArIIUGs Sheet / of ! C Special Description of item submitted FOR OWNER USE ONLY A Item 9 paragraph copies copies Review Response Required `O P of drawing Dame of article,mfr., subcontractor's submittal no. CaUDwg 9 submitted required Results of contractor RALv 70 o i ti OF. - ica � r r- H n 0 m Legend; C=complete Submittal 1= No Exceptions Taken 3= RejectedJResubmit 5=Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Reviewed by. Date: 1 "s■.' :i` }r�` f}�f rr�x S'I � I 1•t��'�C a�! �p•,�,� 1t C .w WIN W a r.! c�+Tit la.+',, w• ap^Y��`ku i 11 I�ilx^'�Ji�i • �M`p+, �� S• C�5tt,i�t X '4y,7�' tY'$t�1 `� 'itstc��-S!fk ''L �Ic.9^�t�� f�t � ht 1'k1 kl%'•l 'f` r' ,r T n r A 3,•kpA? _ �r. rf%l �1*�I "R •• `fr C JT1;j + ;•,.:. t t,�'.i�trr•ti, , 55 ,r '1}`c ! 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'? 1!:' };r+{1':' l!• L ° •`tf 'r, 'R y �is S. {T i7+ n '�.•S :l .'M`:g ' M:• t, 11 "ty 7 1Y Itp •�r••,fl'' � •t{•e �(,„ •(�,�8 " 'i�yYRA I 1`YK�ty�^�d A•�-�,A• A+" 7,v1 x� [' •p- 1 r`l fi fa { ;D MINT,N' 1:.-'M. B• i �i � R 1R rr:1't^,jKa'ti'I��.'!'r6fZ Sc t-'ll"f W -k•ffly:u: $F y, �'flhl' .1.. ;(>;r.. _F+� K.P4 s;� •A.� .�•���� :'C�. f.K, y • • • • • r .a• •• 2 o.i, :• 4475 l0i—Vm'2 Pur r • • i. • • ! ♦• e • • ••Gr �!- r.,1., •• e r • 16.51, ♦ • • +• • • -- — �� • • • • �• III S14 19f! ••A A Wk*Ml1 Ya • • ••� a` T mom -� A�1 no ::� i i� ■ i ;Prdfabrt6ated'- Praincige.:Composlites 'q A.PPLICA7DONS , PLAN fERS ROOF GARDENS PLAZA DECK; — SPLIT-SLABS I i imuRaine ioo sefle SECTION 02622 J loh0i0 190 &elves Performs a multi-faceted role by,pr>jvidlhg protactlon for waterproofing systcams and cQllecNng' , =sxgess water In'planters, roof top gardens,'and other.horizontal surfaces. :Planting,soil.is retalnedwhile allowing. ` vicrter to pass Into the drainage core. %Tiie Collected Water is then conveyed,to a proper oollectlorlsYsferri;: . r )-onaln loo. 1WDR11111n 120 Consists of a heavy duty impermeable The identical r 0 p operties as J-DRaIn 70 polymeric sheet cuspated under heat with the addition of of protection sheet t: s 's'`? pressure to form a high flow dimpled < bonded to the hack side of the drainage core, The core Is then bonded Y: cuspated core providing protectlon for, r _ . to a layer of woven fitter fabric. 71ie filter :'; ` soft membrane waterproofing systEms fabric 7etalm soil or sand particles as well '' ti; ' JrDl�aln 720'.Is compatible with. ' �� _ -:i; air ds freshly placed concrete or grout, waterproofing wlfhoutl the use of a' dilokng fitters w d her a' to pass Into the protectlQn board. , drainage core. : nc prises 292 south main street, suite 200, alpharetta, georgia 300Q4-1950 ' - £0 3E)Vd 00 VFW -1 a GP98-9ZZ-9ZP £S:TT L00Z/T0/80 R � . L. ALIA COMPANY, GENERAL CONTRACTORS PLWING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E- MAIL ADDRESS: GJPANK@R.i IA.COIVI CONCRETE STRUCTURES (425) 226 - 8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE DEWATERING EQUIPMENT .FAX TRANSMITTAL. DATE: TO: At-cew uy..Vv' FAX #: Y30—���/ FROM: REFERENCE: �`�'� �`� S7 NUMBER. OF PAGES INCLUDING THIS COVER SHEET: -----r Ef you dv not receive all pages or a failure has occurred pleasc call at 425-226-8100. Paves will be re-sent to,you. [ ] URGENT [ ] REPLY ASAP [ ] PLEASE COTYiMENT [ ] PLEASE REVIFW [ ] F/Y/I REMARKS: �L ,+P�u�ct , � Z—r 4S . "T OU ' TO 39Vd 0D VI-1C -1 d 6b98-9ZZ-5Zb 65:ZT LOOZ/9Z/OT Re L. ALIA COMPANY - GENERAL CONTRACTORS N © 107 WILLIAMS AVENUE SOUTH, RENTON, WA 98055 w (425)-226-8100 OFFICE (425)-226-8649 FAX E N `I' O IV SUBMITTAL SUMMARY SHEET Submittal #: 3-7 Project Title: STET 34th Street Culvert Replacement Contract#: Contractor: R. L. Alia Company Date'. Subcontractor �� /1'?L CoNcIL�"E �oNs�/zuc{��. Sheet of �. C Special Description of Item submitted FOR OWNER USE ONLY Item# paragraph copies copies Rev law Response Required o P of drawing Name of article,ink, subcontractor's submittal no. CatlDwg# submitted required Results of contractor U J J �u� �(au TTBZ ,S B E►11�'rtic- �<Z Ural . c N I N I In N V 0� In N m N In N CDLegend: C=complete Submittal 9= No Exceptions Taken 3= Rejected/Resubmit 5= Confirm P= partial submittal (partial submittal may be rejected) 2= Note Markings 4=Comments Attached Submittal Rethewed by: Date: 10/24/2007 08:58 2557701001 MLW PAGE 02 ' •' VW��hiiltgtton:lt�Itte 0 Request f0 " ;parttlrrilentt of Transportation eq�ues r Approval of Material 60ntraat FA ivuntber 5R Date Section count 1. Contractor Su;contractor & Art h�trtc�fr n �. For WSDOT Uso Only ftr assistance in completing,see Instructions and Example RAM# Bid Material or Nome and Location of Fabricator, Supeeitcation Anil 7 Apgf7 Flip Item No. Manufacturer's ProducvType Manufaottirerr or Ph Number IZofsronca p No. Code Cade ry n IQ�rr►ryy r�s fr; F� f yansrcm:;icrn� l� 71���1 ac.��•a o� ! ,a�:�i��trio 1 i r,0. r l"� ni9n c., Project Engineer Date State Materials Engineer Date Approval Action Codes for Uve by Project Engineer and Stato Materials Laboratory I. Conditionally Approwd: Acceptance based upon'SsaWfadory'Teer Roporl for tovmples of materials to be Incorporxeo into project 2, Conditionally Approved: Submit Mfg.Ceri.of Compliance for'Approvar prior to use of material, 3. Condklonaily ApArvvsd: 80M)l Catalog Cuts for'ApproVal'prior It use of materiel. 4. Conditionally Approved; Submit Shop Drawings for'Approvr8'prior to labrtratlom of material. S. Conditionally Approved; Only'Approved for Shipment•or USCOT Inspacted'material shall be ueod, d, Conditionally Approved: Submit Materials C®rffcate of Origin to PmjoOl Englneerr. 7. Approval Pending; Request Transmitted to State Wtedals laboratory for Apprmvei Action. 8, 9vurue Approved: 9. Approval wilhhefd: Submit samploa for prellminary avaludtiori, 10, Approval VVkhhold: 11. Remarks: Project En;glneer bistribution State Materials Engineer distribution ❑Contractor p Region Materials ❑General File ❑Signing Inspection 0 Region Operations Engineer 0 State Materials Lab ❑F'abricatlon Inspecton Q Other DOT FOM UQ471 EF ry —.:..4 A'.. 6© 39VJ 00 "aI-tv -1 a 6b98-9ZZ-5Zb 65=ZZ L00Z/5Z/et Cadrrnan, Inc. swua 1UD 7554 1a5dhAvorww NE PO Box 97048 Octot)er 25,2007 liudmond,WA WU73AM8 uy.ae7.1z:� x Q5.$61 AAAH M L W Concrete Construction, Inc. W"Vwr:aolvn.Qni Attn: Barb 3005 Meridian Ave East Edgewood, WA 98371 Project: SW 20'Culvert Replace meat-Denton Dear:Baal, Cadman, Inc.proposes to deliver the fallowing concrete anix designs for the above referenced project: Mix Design De cri Lion Use .E. _ 100741 WSDOT CL 3000 Air 3000 PSI Curb &Sidewalk Upon approval,kindly return a eapy of the approved submittal to Cadman. Also,approval of this submittal carries with it approval for timely copies of all concretes test reports bu torwxrded to Cadman.Early notification of the testing laboratory responsible for this project to include Cadman on.its report distribution mailing list is appreciated. Cadman continually monitors t1•ae status of each project,sometimes providing that data for future projects. MSDS' and other technical data are available upon request. For any (additional questions regarding this subtittal or project, please contact. Gerry Bet-don Prepared By: Sr. SWes Repr ese[ntative Cadman, lne• (425) 961-7121 , Lanka.Lockwood Technical &,tykes b0 39VJ 00 VI-1d 7 J 6b98-9ZZ-5Zb 65 :ZT L13BZ/5Z/13T October25, 2007 M L W Concrete Construction, Inc. SW 34�h Culvert Replacement- Renton Page 2 of 3 Mix Design. 100741 Description: WSDOT CL 3000 Air Plant(s). Issaquah (51) All Plants (see footnote)* Specifier! Use: 3000 PSI Curb & Sidewalk S.S.b. Weights per Cubic Yard Portland Cement, Type I/II 480 lb Fly Ash (Slag) 2 ," 85 lb Coarse Aggregate, 3/a"Top Size 3 7.34 cu. ft,* Coarse Aggregate, %"Top Size 4 3,66 cu. ft." Fine Aggregate, Concrete Sand 5 7.34 cu. ft.* Water Reducer, Type A s As req. oz Air Entrainer As req. oz Water a 258 lb Slump 4" ± 1•0 Entrained Air 6% ± 1.5% 'Conforms to ASTM C-150 Conforms to ASTM C-618 WSDOT Approved Pit WSDOT Approved Pit E WSDOT Approved Pit a Conforms to ASTM C�494 'MBAE 90, BASF Admixtures, Inc. 8 Potable, Well,and/or Recycled Multiply by the unit weight on the last page to determine the actual batch weight ""Slag may be used in place of fly ash In the event of fly ash shortage a technical service by Cadman, Inc. 5a 39dd 00 VI-lV -1 a 69:ZT !eeZ SZ�eT October 25, 2007 M l W Concrete Construction, Inc, SW 34 'Culvert Replacement- Renton Page 3 of 3 AGGREGATE UNIT WEIGHTS BY PLANT- POUNDS PER CUBIC FOOT Sky River (30) Redmond (50) Seattle (54) 1 '/" 168.4E 1 %" 168.48 3/4" 168.48 3/" 168,48 3/," 168,48 3/8" 167.86 3/8" 167.86 3/8" 167.86 B.S, 165.36 E.S. 164,11 B.S, 169.73 Mill Creek (31) Issaquah (51) Black Diamond (40) 1 '/a" 158,48 1 Y2" 167,23 9/" 168.48 `/a" 168.48 3/a" 167.23 3/8" 167.86 318" 167.36 3/8" 168.04 B.S. 165.36 B.S. 164,11 B.S, 162�86 Bellevue (53) 1 Y" 168,48 3/" 168,48 3/8" 167.86 B.S. 16536 'Multiply the volume of the specified material on the previous page by the unit weight of that material for the plant of delivery in order to determine the total weight for that material at that plant. a techrical service by Cadman, Inc. 9GJ dJdd 00 dI-IV 7 a6b96-9ZZ-5Zb 65 ZT !eez�5z�ai Cadman _0)25/2007 rage; 1 Break Data on Mix 100741 ProducL Code Statistics m Age(days)2 3 < ; 26 56 74 NIG.Specs:4 2 2 ifs 30 4 1 T Max.Str -2840 2610 3660 6280 8240 6780 6960 Li Fliri.Str :1920 2510 3660 3220 4610 5170 6960 Avg.Str :2396 2560 3660 4339 5665 6025 6960 SD Str :490 71 0 955 690 865 0 Density :0.0 0.0 0. 0 0.0 0.0 0.0 0.0 Last 215 records, Individual Samples Date f'c Docket Sample Plant Ages, Strengths and Densities ( = Excluded Results ) 4Jari07 3000 693965 51. 7 1190 28 6260 28 6120 , 9Jan07 3000 694898 54 7 6280 30Jan07 3000 699320 54 7 5600 28 8240 28 6200 , EtebO7 3000 7020fi4 51. 2 2800 2 2840 4 3660 CD � 4 3660 7 4420 v 8Feki07 3000 702084 + 51 9t:arO7 3000 709772 50 7 3340 28 5810 28 5640 74 6960 Q 6jun07 3000 735353 54 7 6020 7 5720 , J 6Jun07 300C 735366 50 7 3900 26 4940 , 28 4720 28 5230 ry 6JIM01 3000 735518 50 7 3600 28 4830 28 4810 28 4900 6Jun07 3000 735631 50 7 3630 28 5130 28 4-940 28 5310 / 18Jun07 3000 739364 51 ? 4010 26 5040 , 26 5220 19Jur•Ci 33000 739682 50 2 1920 2 2030 3 2510 f 3 2510 7 3660 19Jun07 3000 739682 50 1GJu107 3000 746238 50 7 3220 16Ju107 3000 748454 50 7 4760 28 5910 28 6280 28 6160 , GAug07 3000 755310 50 7 4010 26 5500 26 6320 28 6390 GAug07 3000 755459 50 7 3660 28 5580 28 5340 28 5780 m MM OF REPORT v Ln �n N N I Lr) N V CT) lP N m m N Ln N r-I 10/24/2007 08:58 2537701001 M0.1 PAGE 03 1+It R. MEADOWS �_ LLI Fibre - #.'xcansion JoInt SPECIFICATION AND SIZE INFORMATION CONFORMS TO SLAB STANQARD WEIGHT 135R Type SppGPichTroNS THIr KNESSiW bTHSA LENGTHS so.FT.­ MIRE RE AST w d 1751 114",3z' 36",48" 10, 1.241bs, FEDERAL SPECIFICATION HH-F-341 F- Type I Ila"•3!d" Alrio _ r AASHTO M 213 1" available FAA SPECIFICATION Item P-610.2.7 5',6', "3' Corps of Engineers CRD-C 508 'Pre-cut joint furnished in any desired width Based dry Ii2"thlcknuis + TYPICAL APPLICATIONS - i uSE IN SIOEWALK$ I ANo DRIVewAY$ G I i16CbtiTINHItN U56 ASCUN6 AND Iu,I 51QfwaLKs,57 pS GVTTEA JOINTS PORCHES.PLANTERS J � AND pTfiGR V$9 P9TWQbN AeUTTTNG STRUCTURE,$ 51DEWALKS AMO I .,Ill; "�' ,,.., '� u6Y A6 A 51LL oRIVEWAv9 .�`-�Y "' '-�'�" ,T.I, PLATE IN HOME; GAAAGR9,INGU5T"IAL 9Ut1.DJN4$•ETC; Um1'�BTwpgN rr.' Liss INCONCPGTG STOWS ANDUSEASA r"'I� '� FLOOR yLAfd$AN❑ Ct1lRgpp(plJY7 R CRASS.STOP `� VSEBETWESN AROUNUSUPPORTING j AROUND slnewALK$ PILLARS,GRAINS.ETC, LANDSC.4 PI70 ANlvt'WAYta D , AR15A6 MVILDING5 l USE BETWEEN CONCRETE pLOCIR SLAl16 AND WALLS j USE AROUNL7 011AIIN1 4YO44105, USE IN SXDEwA LKS LAMPS.SIGN POLES AND OTHER AND DRIVEWAYd 0%r10NARY ODdECTS i I iI MEADOWS...AN INDUSTRY LEADER SINCE 1926 .'�_ 377, -_= 1 Founded in 1926 to serve the highway industry with the bout Auphait Expansion Joint. MF—ADO W5 wlUnt url to become the first major manufacturer MILTON.ONT to br M2111,m2nufactUre and market SEALTiGHT Fibra Expansion Joint In the ; early 30's..Otten Coplvd. >ut never equated. SEALTIGHT Fibre Expansion ,joint mm�tlna the standard of the industry today jvst as it way over 86 years ELGIN.IL YOSK PA age. psis initlrinUtion about SEALTIGHT Asphalt Expansion Joint, request � I Catalog Na.320. QE3N101A,CA YIAMRG1HtWL,1L 1.0:;ANOrMCS.CA a000vlsAr;,Az AUSTstL,CA L1MIT140 WARRANTY..,-W.R,Mppdours,Inc.w1lrlunlb(Tlbl.at 9tC 1NnV and place we nlnk MAtIRE;AO,LA tpm o ���� , shom,oar nlule"di will bb 61 Rood quUlily and mu cwt;m.11r1 our pumma sped c2uans r lit irr I'Mil an rha d410 of the aceaptbnca nI kha ardAr:RogJ contplVly Wdlydrlty.Copy 7bRll3hem "Pam nb ubbl, D'CCLAMR..,TAe Inlbtmm fan cpnlpined harsh,a WcOuded for IIIUbtrbtiva pUrpa_aa only and. +I hr 10 rho tteat GI out hniawdodpa,11 Vcmeaw and retlWiI.W,R.Mewowa,I".CaoM,l VONww ,>� r��"4 under any rOWnIOMMUA I1WQ Wq V Artllllab of r9HUR9 or 41JUrre any.obagadon ot 1Wbdlty in mrtnnr-'don-Ah IM Lies or MIS InIn":i an.Af W.R.Mni,*"P.Inq,hen no cornrol ovor Ih9 We to whgT 01ft"may put III pfonklS.IL+S r0cymm6nd0d lhal tna arodUata be raaiad to dbiomtlre p 16=14 Ior a spilcnc-'ppacallon andtor 9Vr In1`9rhtl III t2 vUllU In a ptvdeular W. R. M jE A D O W Sr I N C. WCV"6141MA.1390onsibllur ramadm vapl the ar'Olutt%j or vnWi"r,arnlraClor artd OyMe(iaf tr,L,ttwt aa9.P17iiIN,QD0729.7tlt1/pel9�dUotl It-dAat4W.401#11 odun bnd Proo*S inbloliUrl9rr,9t vdCh.proquCt. Spool1w and user shall del-mino stniablllty of prr 443 lot 700011�aPPI[Caaon and assume.yl rorponslblllllob 41 0M.pwa 1 II4IP Ift.IL I AUUELt,aft aonnoptlpn ulurlrmih. YOM Pr. 1 Muhl'wof M rx I aOuMA,CA a L"A>O"Lt7.W 1 OOMEAM,Ai 1 z AMK ON[ ounum UP M W.p_butwwi by r A NL n.FARO n a+'TA W.",MAbaae no GA A N,MfaabldrJ bi 44 INC. W.IL Muaanb all CAMAUA LM 201 n0 4 Avuy1 7706 Ikraol Gina .556 kt,MR!two +sib 11�loft" b6aa Sauln nenhU Mrwe IQI1L Eowo Nelvr 7N IfawwN Cowl P91113. Ae30091 MV,IWA VON 0U_you n&2 PO,Oftp67 l",A."M CA VW.* "A Ooo 134 Wipn,aN rnp 'bIR-PA it4o rI.vmnb-TX 19111 gwwL CA g0to I1,bmbr..21UM2.Aalp rooRya.4 A(tlwzo Cpd Or SCI Y1N71tvlrp'�Q/,Urk loaf TnWbMe 7Ifn9T.7677 (ybalfnne1 z17M7�•i96➢ I4hcncn�;Yb'rYJ+yMtWW PAX 2tSYl7l.1azb ra.ei,m6WtpsblA" n,lnonn.r arnniru.df yr WX4MMit•1M1 ��.rurre�-n... e..-a..,i....,. .. ... 8E� 3J"d 00 JI-i" -1 a 65 :ZT ?007,/S; 1/OT 10/24/217M 08:59 25277F110ff71 h1Li1 PAGE 04 W. R.MEAUOWS� Advantages and • often copied..,but never Beriefit: equaled Provides the ideal product for • Remains the standard of the the majority of all expansiort/ industry today-with over 70 contraction Joint requirements years of proven and ■ Non-extruding.-.versatile.., .atisfaaory performance offers a minimuen of 7056 racovery after eampressian Applieation • A tough,lightweight,easy- SEALTIGHT FIBRE iWANSIQN Application Tool to-use,seal-rids joint filler l41NT Is positioned against:the availMble in strips and shapes forms,at Interrupting oi7jgas or fabricated to your columns,dnd dyJinst abutting ''AVAILANJ THQt WH A rMAsloNWlnu reouiremenis Structures prior to the r&MQHK of jL44'nlGNr mpHistirr is Easy to cut...dimensionally placement of Concrete,It shouid strap.M MOM IMgpt*WS MINE stable—not sticky 1n summer, be in5Wlled 'b"('12.7mrn) Utility ORMAGWALLY tnreren pLMM or brittle in winter below the concrete surface and Knife ,l,oR Provides neat,finished joints scaled with a suitable sealant. requiring no trimming aurae yam,f ■ Manufactured in the U,S.A. •YIrr3A il, ti by a special patented process • (patent No.a,364,975) •anee[■y K �lLLsn�ll.aK R.l.aN4 i�r TYPICAL APPLICATIONS o5e krrrtar +�'� M&MVIAM. T 5k1rVl9rfrlp \\\ OaeNA�4 l Y f A L OLAW ulO 1UTAM.r.lgqw N.'� (. �/5alol�rLO�Crlfrw[ �alrluW YM ,rf[Mr i !�' ytMlr� niW Oc`.cNr�riukS IrY DAMV�AtlYS.Va7 I!WII�CIMM71 l7C. NC. tlUlY�6S 5 �nnu ^"i-A. �1 LIM!Ph114C nt A!o`o Dare.ry.o.A S R 6 raw P. A r� Ia air ■.mwA Nbre Specifications and Size Information uattren wan,uurrv_ Conforms to or meets: 5144 5tartdard 1Neight per "W.'IL WDditwl,kx,wilmnu 1hal,it Specifications Thtcknw W tftfls Ungths Sq,Ft, the time end Doc*"rnahe shlyar nr[, mn rn:lWLL4 will be ar goad quaYty and va cmForm with cur pubraned • ASTM D 17s 1 114-,W,111' 36',48' i D 0,05 m) 1.241tis, 94011 Word Irl fdrev—the data of . WHIM M 213 5/4 1" (,91,1.22rnj Also available (6,06 g/rn1) acotaancrof theaden Old wr15e1�ft . FAA Specification (6.4,9.5,12,)' 51,9',12'(1.5, yWnc -W furatatad uour reaue3t Wic-r`h0'i*W'V"�'f' Item P-610-2.7 19.1,25.4mm) 1,8.3,66 m) Qarfmintd homm,n in UCW for f i4mrall w wrmmc gnlyhnd,ao the Corps o Engineers bftTolowknvwl6dgeymKgrrAtvD nd 500 rtllabtc W_R,6AMe6aK%,Inc Cbrnr6t r,owd,k„tudrr•arprdraimtrArrc�make �9'Duuanteno!•te5411p,"ori�ymet wry I�b1ip0.1kur urliubUlty�uccannctriarr with 0*4seOYIwyl wrrnadcrmAS w:A:MMdWVMjtr.trmrnmamrd To assist you In the spetifitation of w,a MPADOKrs or AL me W.L auaowh or No,CA oMnneuaetawrlidrmfrps"Wour 2aoac.sa� lAP.a. oGsrcdlCtivc thi,produtt,Guidespedfications 4pitida�11lltsr arerrdadulaathe- Pa.uwI� ro.e%gar are available through your local .0■AMIL4t-b=tcd6tmdpWm1nc If r00oreo4 AZ Irst.38 BwAl k CA u45r6 Sui�4kfA�a t(a21932,15M SEMaUIGHT L)Wbutor,or Contact SF>editCAppliCoWlrand/or• (AXV 747 our@rtarmititrlSt�itWinatrnrtkuar FhY:sewlvaa-1se7 wcnoflvaiiauu W.l{,Meadows, Inc.direct. drGlmntarim Rapntnlhi{4r6eWnr Nk1t,AftiAGOW$Oilsa,rx ur1Cr4AnowsoF CJ1 Phone, l-B00-3d,2-!j9n tl6 W VA i hrrth�a Gtsa gMetr:. 23 . aey aaYmA 3a56 PA.&A.— W R MLADGWY 9N w m t1 netoo�yledaa grq o Pemrw,..CA V1766 ra,aos]� ft'4 vA 71 ko5aeet apf> 7dara6 dP�ImadiYkn!4Mid f Z Pa fli E67 boss,GA a000r Mal w:"M 8!77A 4 WWAtiL CA 91794 IAail14'tA+tpW Yak,PA 174M Y.000Mpradol cd rtcttidkgp'Shalft" r I904*uo6 4A NU 941IWO ��l Ofy}71r7d11CtY'tta' ! FAX i969146A.i611 rAk:{Na77 74Z.a151 '. aA '®rrrre'dl' AISPxq mw4ftifPC0Twt'brrstrr.wlll� I W,F<.ME"Qwsornt vea,Hw titr OW4OFUWAna. � '�N ...•. „'f fiMlla' 21.55 rd;33rd 5Mf.i k614W HAOmt r po."iltS Mthor,0K mL9TSQI Ft,V*fk Tx 7tl111 DADA o"wRew r rUlrgN.!L,Adfmyar uVX:% Q171i969 rNOY)61tid122 4firk.ra,'u"wan,�n r eftrm- t:t61T414arsa kAit;196u7c.a1YS Knw.�u —rw.Ar,uaiw.arr, O VYf R,Meidp.!F995 C9S 1tlM MRt01r1 V.Ss1. 00 yI_1V -1 a 6b92-9ZZ-SZb GS ZT ZOKVSZ/eT 10/24/2007 08: 52 2537701OU1 MLW PING! 89 W K.MFADOWS„ S,>�AtT >•hr . l - Resilient and economical multi-function expansion- � C Contraction joint. r z SEALTIGHT FIBRE Expansion Joint Is a Unique, multi-purpose, easy-to-use versatile, re ftnt and eConornlcaf expan5ton-Contraction joint filler applicable for small, medium or large i 'f ? scale construction � projects. t Technical bescription can efficiency and functional suroess SEALTIGHT FIBRE Expanslon)pint is In far greater proponlon than its composed of cellular fibers securely original cost.Breakage,waste and bonded together and uniformly functional failure resulting from the saturated with a.;phalt by a special use of inferior,fyrcign fiber materials patented process(Patent No• can cost you tirn:,dollars and ieSult in 4)36a,975)to assure Idngevity. a substandard finished job—thereby, Wherever a cost-effective joint filler is generating catly callbacks and re- m,Ouired, SEAI.?1GHT FIBRE Expanr on work expenses. Joint meets the need,Manurdetured Uses and mHrketed by W,R,Meadows since SEA LTiGHT FIBRE Expansion Joint is I� the early 1930%SEALTIGHT FIBRE &Odn5ion Joint is backed by over 60 ideal far use on highways,streets, 1 Years of proven application airport runways,sidewalks,driveways, Manufactured in the U-SA. experience.Fibre Expansion Joint Is flatw'ork and scotes of commerdal versatlle,resilient,flexible and non- and industrial a0lications subject to extruding.When compm%5ed to half padoa'trian and vehlcular traffic.Install of its original thicknv6 it will recover r/a" (12.7 mm)below the cancrete to a minlrrlum of 70%of its original surface and seat A+ith SEAL11GHT thld;nuts SEALTIGHT FIBRE Will not 9164,HI-SKC or SOF,SEAl_Polymeric deform,twist or break with normal Sealants for maximum protection from on-the-iob handling,The purchase water Inflltratlorii weathering and to and installation of Fibre Expansion assure proper fuciction.Refer to Joint may represent a small segment Catalog Nos.22QI,221,223 and 2,;a. of a projectt total cost, Iloweyer, top- quality SEALTIGHT F113RE Expansion Jalnr can contribute to both the final N 0T dJVd 00 LI-1J d a 6b98-9ZZ-5Zb 65 :ZT LeeZ/_Z/©T 10/24/2007 08:58 2537701001 MLW PAGE 06 �. ��'� � z,ws��iil ` !dtv:� d' � 'f��` 8 ,� •'i1 ` ��^ti.„,r.n �'� II � � � Y G �( 1 ail��1v� r�Y� � i,1S ��.7,�C�� �� � � �i S LA =L 1 s qn r r d n' k M I •(A •u rI r1 r1� ! ... ,�.Q .A6 y ++R S ', + I-1, . i NO. 367-PD AUGUST 1996 ! W. K.MEADOWS ' IVIED-CURE ., Concrete Curing Compound. DESCRIPTION .. . SEALTIGHT MED-CURE Cor►Crete Caring Compound was specially fannu fated to supplement the SEALTIGHT line of cursing compounds and provide the.contractos with a good, general-purpose curing compound'for construction applications where economy is of prime importance. It contains no'Wax,resin or acids. Iv ED-CURE is V.O.Cn connplia sit and environmen- tally friendly, USE, SEALTIGHT MED-CURE is ideal for curing,hardening and dustproofing exposed concrete floor stabs, sidewalks,driveways,beams,columns,etc, It can be used to provide a hard, a.• dust-free surface on concrete floors to be painted or covcrcd by resilient,carpetod,wood or synthetic ,w, flooring. "- FEATURES AND ADVANTAGES: • Penetrates,to cure and harden in one,easy application �I • Provides a low-waintene oe finished surface + , • Tint adds in identirying coverage na Ideal for new interior or exterior, horizontal or vertical concrete surfaces Dries fast and may be re-coated if desired • Application tools may be cleaned with water ��' S, 7 • V.O.C. content,0 PHYSICAL PROPERTIES, DRYING TIME. . Depends on weather conditions and coverage,but will generally dry in one hour. FLASH POINT Product will not flash (Continued) .1 �•e � � i�' 7 r� V rOM1n 10 FbM1wORn1!'fl! f SENVA CA �., 1 f,( Y�i ' '1 !. 1•: yk •�V,.I { . ni -5... ni 1. 41i<< �b.�� .. .II,1lA'r�,l ji -!'.�i;'(( .1,rl�lY .��r 1 M�,i•., WW� •r� ..J ry .i� M ,��37• 1.,L �,�. (.• i, ���1 IT 39Vd 00 vI-lH -1 d 6b98-9ZZ-5Zb 65 ZI zeez/5z/eI 11/24/2007 08:58 2537701081 PAGE 07 1 NO. 367-P'D . . . , Page Two . , . . . August 1996 DIRECTIONS: PREPARATION. . .Application equipment must be clears and free of any previously used materials. APPLICATION Apply SEALT1014T MED-CURT as soon as surface water has disappeared and the surface is dry to the touch or hard enough to walk tin; Apply one even coat with a pressure hand sprayer or paint roller. COVERAGE . . . BROOMED SURFACE: 400 sq, ft,per gallon(9-82 in'/liter) TROWELED SURFACE: 600 sq.ft.per gallon(14,73 m2lliter) CLEAN-UP. . ,Application equipment may be cleaned easily with soap and water, CAUTION .. ..If ME,D-CURE is accidentally sprayed or spillod on glass, brick,aluminum,painted surfaces,etc., flush immediately with water. Do not over-apply,pond or puddle, KEEP FROM FREEZING. Read and foll6w application information,precautions and Material Safety Data Cnfomaation. LIMIED WARRANTY "W.R,Meadows,Inc,warrants thnr at the that;and piuce we males shipment,our material will be of goal quality and will conform with our published specifications in force on the dare of acceptance of the order,"Read complete warranty.Copy furnished upon request. The Information contained heroin is included for illustrative purposes only,and to the brat of our knowledge,is ta"urate and reliable. W.R.MEADOWS INC,cannot howevor under any circumstances make any garuntec of resdlts or assume any gbbgatlon or liability in conm,ctiou with the usa of this Information,As W.R.MEADOWS,INC.has no control ever the use to which others may Pitt its product, it is recommended chat the pnoWco be tested to deterTninr:If suitable for specific application and/or our int'ormation is valid in a pirticular eiroamstaneo, Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product. Specifier and ttscr shall dcterminu the suitability of products for speeitic application and assume all responsibilities in connection thcrewith, ZT ]1JHd 00 VYIV -I 6b98-9ZZ-5Zb b5 ZL L©aZiSZi©I R LR A R L. ALL4 COMPANY, GENERAL CONTRACTORS PUMPING S'T'ATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E-]MAIL ADDRESS: GJPANK@RLALILA.CO CONCRETE STRUCTURES (425) 226 -8100 OFFICE UNDERGROUND 'UTILITIES (425) 226-8649 FAX LARGE DE'WATERING EQUIPMENT FAX TRANSMITTAL vr.: JUN 1 2007 DATE: l Z L'7 CITY OF RENTON UTILITY SYSZ; h,15 TO: G UU /V Al FAX #: ',430-72W FROM: �� �/ REFERENCE: Af �d NUMBER OF PAGES INCLUDING THIS COVER SHEET: ------- Ifyou do not receive ail pages or a failure has occurred please call at 425-226-8100. Pages will be re-sent to you. [ ] URGENT [ ] REPLY ASAP [ ] PLEASE COMMENT ( ] PLEASE REVIEW C ] F/YYI REMARKS: P yocl2 fi�i�ue�r GJI "T OU ' TO 39Vd 00 VI-1v -I a BT :BT L00Z/ZT/90 CITY OP UPINTON TRANSPORTATION SYSTEMS-TRAVVIC OPERATIONS TRAFFIC CONTROL,PLAN CONSTRUCTION COMPANY; APPL.DATE: 7 ADDRESS; 07 WI L LI.41 1 S' q Ve S; --' PERMrM- R u ILIA ' 9flbs-- Pl-ro�>�na:Cux.,r) zZ���iao CONSTRUCTION SUPERINTENDENT; ,4 N►ol3./CELL*(7-06) g23-35?✓ PROJECT NAME:Si' aY IIF Sr CLtr_v6tr fi6-P,LACa'mk5wl" PAX#! A•r16 o� s'w '�3 IL Sr $ min,/ PROJECT LOCATION: Li�n �, �o OAkas"c&AwNIEISIW OF; rQ62rt1 s'��+��i �/,�/r� L!}+rc� 6E ,LVJul-, / WORK TIME: 4 C1 L f f(a�._r�r� P /L 1y�r�l, AP IZOVED RY: �uN G . �•� U I✓rr1_,.1{Z WORK DAtE- APPROVAL DATE'.-� ��—�� NOTES: I. WOal x ZONE TRAFFIC CONTROL 51-1ALL BE IN ACCORDANCE WITH MANUAL ON UN/F0RM 77rAF F JC CONTROL D eVICJ'5(MUTCD). 2, CALL,911 (USING A LOCAL PHONE)OR 253-852-2121 (USING A CELL PHONE),FIRE AND POLICE DEPARTMENTS l EFORE ANY C1.oSURS WITHIN PUBLIC WGFIT-Orr-WAY. 3, CALL MSMO TRANSIT CONTROL.CLNTJE.R AT 206-684-2732 AT LEAST'CW2NTY-POUR(24) FLOURS BEFOR 3 AN STREET OR LANE CLOSURE AND 30 MINUTES B FOR[:'I'HS ACTUAL CLOSURE. 4. TI41S PLAN MUST BE SUBNII TED AT LEAST TFIREE(3)WORKING+DAYS PIciOR 1.0 WORK. S, APROVED TRAFFIC CONTROL PLAN MUST fig ATTNE WORIC SITE,DURING WORK HOURS. 6, ANY VE141CLE AND/OR EQUIPMENTTO BE USED FOR WORD W1'1'MIN THl3 Cl'rY lt(OHT-01-- WAY MUST DISPLAY A COMPANY LOGO(ANY LEGALLY ACCEPTABLE SIGN SHOWING A CO1vl(PANY NAME,ADDRESS,AND T13LEPRONI-s NUMEgR)AT A CONSPICUOUS PLACE ON THE VEmCLS OR EQUIPMENT_ COMNIENTS: SKETCH N 5E5 fF fr' �� EzcuCsr«� `� f7`ou(L tA-NI6 I have been inforMod of my resp si Rides for lxaffic control and OFFICECOPY � T. �77a 2 agree to cowiply with all arlorss of the City of Renton. CONTRACTOR DPV.S131MC).crisrlsc:rrOw K,xrrrRiclu SIGNATURE: DATE: 6-V- -2 DPV.,ERV CIn PLAN REVJI5W POLICE KAIIE MCCUNCY JIMaRAY/S'!'A.01! Z0 �J�Jd 00 �JI"11;1 -I cA GbJO 933 Sib SS'Ou !_�lU�i3© AEI ZB 39Vd OD yI-1b -1 b 6b98-9ZZ-5Zb 8T :OT 2LeeZIZTl9e 1, lQI ca'4 P-v L, �L.L} rc Xireber►ting 4/41 A t 11 71 P4:.I, agree to comply with uli traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That pluec sItall be iLnplatmentad for all strccst and lane closures,and the plan shall bO pctrforrtLe[I in compliance with the[Manual on Uniform Tree Control Devices, I shall notify emergency S6rviceS twenty-four(24)hours beforo tuty stretst or lane closure:,. 1 understand any ]vie or street closures not in confbrtr atice with tho spproved traffic aontrol plan ancl,A'or without notification of emergency services m4y reSult in my mocsiving a citation for violation of R.C.W.41.36200 through 47.36.220, 9A.36.050,Reckless Endangdrmctnt,and Other applicable State and City codes. I certify I Urn respoasiblG for tho project and the re'sponsible pasty to be cited for violiution of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State. and City codas, NAlvM: ]-TOME ADDRESS:_ _ l07 l�i�u,�r 4✓F S. l�En�-r�y, ltl� Y��S7 WORK AI)D ESS: WORK PHONE: HOME PHONE: COLOR EYES; WEIGHT: IrEIGITI"_ COLOR HAIR: WASI-UNCTON STATE DRAMRS LICENSE NUMBER: datacerrtrr/pw/t�utaonrrol/Uh E0 39vd M t1I-1'11 -1 ;�I 6h9B-9ZZ-5Zh 99 :eg LO©ZIQ2190 60 3JVd 00 VI-1y 1a £Z :0Z 2-00Z/ZZ/90 CITY OP RENTON TRANSPORTATXON SYnUMS-TRAF171C OPERATIONS TRA1:11AC•CONTIOL PLAN COX$TRTk71QN COMPANY: R L, A-14! Cg1jj d.¢uy AI PL.DATE- AbDIi.C'+sS• /o 5. PF'12Mrr :. /QE�L7 I�tlf� ' `��i7S7 PHONI2ff: 415 246--e1ai:' CONSTRUCTION SUPF_R1NTEND&srr: /f/VG f•i G/,q MOBJCEL.L:ff ��A'v �F��- 3SPC� PROJECT NAMB; Sul 35�Tk s�- cctWertr ��P�,,��,y1 wV Sul 3tih�( C�A7C#:,6'fzS� �Zli_ ' PROJECT LOCATION; e_.eja AoE' w . uA NIWSAY• OR-- WORK TIME -Qo APPIZOVM BY. ,J' 1 fa AT - ' q u1✓�J-- IC D `�_ TTd -D i-¢rK IN" � [jr c+ -� - > OR cLosv1z6�1P ROVALDAT& 1:_ a " ��"' NOTES: 1- .- 1VORY4 ZONL'TRAFKC CONTRoLsS LuL B►?IN ACCO"ANCE WITII MANUAf,ON UNIFOM TRAFFIC CONTROL DEVICES(MUPCD). 2. CA4L 911(USING A LOCAL PHONE)OR 253-ZS52-Z121(USING A Cry Y PHONE),ORB AND POLO UCt'AR1MPl,CIS BFFORS ANY CLOSURE W171M KMLIC 1UGHTOF-WAY. S_ CALL METRO MtANSiT CONTROL CENTM AT 2Q6-�2732-AT LjlViT 1WP.N1' -FOUR(24) HOURS BE FORE ANY YIPMET OR LANE GLoSURE ANA'30 kVyJM BM;()PX TiM ACTUAL CLDSURR 't. • TW-v PLAN MUST BE SUDMITr5D AT IEASr Z'I'IM(3).WORKING DAYS 1'iZIOR'J'0 W012YC, 5, APROVED T'ItAFI7C CONTROL PLAN 1,1USj 8R AT THE WORT{SI'1L''DURINa WORT{HOURS. G, ANY VEHICLE AMO/QR EQUIPMWI'T O IM USED C'OR WOU IyiTf- 9 THIS CYTY'1uQxT-0!i WAY MUST DISPLAY A CoMpANY LOGO CAN"1 LWALLY ACCEPTABLE SION SHOWINO A COI&ANY NARF ADDRESS,AM TELEPHONE M MMW)AT A CONSPICUOUS PLWS ON THE VEHICLE OR SQUIPMI:NC COIviIvX�NTS: n s k- -z Fa,2 S, N r N 4 D 7,¢11-S I have boon inforgAcel of my resp isibi ties-for traffic CQntrol and oCPFcr cory r_ �� 119"00 to COMply with all Lrafic cgult Ons Of the City of Renton. SIC1NATURL: f4v.s I VIC INsvcc�'r K,KITWCK/ DATE`.S!tY-a y DEV•$2RVICL_ PLAN RE\'pIPw r�Iclff�2� L �uA- /�2Er 1 pat 7' Fqm � Ict77p MctuxcY k.[.. , cruixrsrh r I lrctR'rlA m� ulrrn ZU �rJ�/d I1'l dl� -1 'J b0 39Vd 00 vi-iv 7 d 6b98-9ZZ-5Zb 8T:13Z L007/ZT/90 I. •�/«�I��,O G. ��,iil represetltinb -L• �� �/,✓Jl�4n agree to comply with all traffic rMlations of the City of 12znton. i ehall prCpare a traffic control plact uncl obtain City approval of that plan,, That plan shall•be ltUplot�cnted for all street and lend alosttras,acui the plan shall be perfarmrd in aompliancc with the,Manual oa UWarm.Tra is Control Devices. I shall ryotifY a�tuerEellCy services t'wr-aty- bur<24)houm bcfoe__any stowt or lane clmu=. I understAnd arty lane or street cloyu t�: not in coaformance wiW the apptnved tr'afflc coutml plan'and/or without hgtifcation of emergency services may rgUft in my receiving it dcadon foe viiolgion of R.CW.47 36.20U through 47.36,220,4A,36A50 Reckless En and other applieabla;Mate and City codes. I det(Ify I am responsible for the project and the responsiblo party to be cited for violation of R.C.W. 47.36.260 through 471,36,220 or 9A,36.050 9,-ckless codes. Endangcrruent,and other applicable State and City NAlwlat. /52--AI,44d L. 14-11 D_O.B. SS##: HOME ADDRESS: 10 7 4F;V7nV WORK A.DDPMS: S - o�>�rHOIYE:_C4 As) 2z 6 ZEL FIOIvIE PRONE .Zrn, COLOR RYA:- � OHT_ --HEIGHT. COLOR HAIR, WASXIVGTON STATE ll'hI ERE.[.LICENSE NUIv 13EI: d b t a c cat cr•/pW/fe�fo og cro ybh 00 V11d -I 400Z/LT/90 S0 3DVcJ 00 dI-1v -1 J 6b98-9ZZ-5Zb BI :aT LOaZ/ZT/90 ' A P, L. ALL4 COMPANY, P" GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E- MAIL ADDRESS: GJPAN1K T.4- O1V1 CONCRETE STRUCTURES (425) 226 - 8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE,DEWATERING EQUIPMENT FAX TRANSMITTAL, DATE: 7- `o 7 TO: A-L eW d UYVAI FAX, #: 1213'0- 7-1 FROM: FtLv' REFERENCE: k2c#&-D. NUMBER. OF PAGES INCLUDING THIS COVER SKEET: ----JP ------ If you do not receive all pages or a failure has occurred please call at 425-226-8100. Pages will be re-sent to you. j ] URGENT [ REPLY ASAP [ l PLEASE COM 1ENT j 1 PLEASE REVIEW j ] F/Y/I REMARKS: "THANKYOU' TO 39Vd 00 VI-1v -1 a 6b98-9ZZ-5ZV Lb :80 LOOZITTILO IN. Z. Aha Company GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA98055 E-MAILADDRESS: OJPANK@RLALlA.00M CONCRETE STRUCTURES (425) 226 8100 OFFICE UNDERGROUND UTILITIES (425) 226-8649 FAX LARGE DEWATERING EQUIPMENT July 10, 2007 City of Renton ��BV� 1055 South Grady Way Renton, WA 98055 JUL 1 1 2007 TO: Allen Quynn CITY OF RENTON RE: 96" CB UTILITY SYSTEMS Allen, The actual top of the flat slab of the 96" CB we set is at elevation 18 36. The actual top of the road where the casting for the 96" CB is at elevation 18 32. The design elevation of the 96" CB top of casting is 19 05, (See sheet 8) This means the road elevation where the casting for the 96" CB is actually 73/100th (81/2") lower than depicted on the drawings. Because of the "bust" there is virtually no space for adjustment (or casting) atop the 96" CB flat slab_ Had the elevation of the road at this point been 19 9-5 (as depicted on sheet 8) there would have been 81/2" for adjustment and (4") casting. What needs to happen now is to excavate and remove the 96" 2' barrel section. This will provide 24" for adjustment and casting. The City of Renton standards allow for 16' of brick and then a casting for adjustment = 20" total adjustment (vertical). Once the 24" barrel section is removed and the adjustment for bricks and casting are constructed the total adjustment will be 24" vertical. This will require a variance from the standards for the additional 4" of adjustment. This CB is basically a holding tank needed by the 14" casing passing thru it and there are still the existing CBS on either side of 34th for access. Please grant a variance to provide 24" total vertical adjustment in lieu of 20" also, please review plan elevations and let me knew source of"bust". Thank you R. L. Alia Company Rick L. Alia President CONTRACTOR'S LICENSE NUMBER RL-AL-IC` 104PT Z0 139vd 00 i-i-v _1 d Lb:80 LB©Z/TT/La CITY OF RENTON 3555 NE 2ND ST C RENTON,WA 98055 (425)430-7400 CUIES Site Data for Project: 5330W Site ID City Street Date Time 3 Renton 34th ST(Kind 05/21/2007 07:46:01 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5330032 5330031 9.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 11 8 11 12 1 Away-D aved Asphalt FRocky Comment Observation Data Obs ID Dist LD Code/Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidlD TapeCnt Comment 1 0 looking down mh 30.55 -pipes in mh#5330-032 2 7.0 INSPECTION BEGIN UPSTREAM 34.72 3 25.1 CONNECTION FACTORY LEFT 86.11 good connection 4 181.8 INSPECTION END DOWNSTREAM 291.29 pipes in mh#31 0� CJ r \\ Page 1 of 1 R �. L. ALL4 COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E- Y AIL ADDRESS: GJPANR R IA.C�01V1 CONCRETE STRUCTURES (425) 226 - 8100 OFFICE UNDERGROUND UTILITIES (425) 226 - 8649 FAX LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL, DATE: 7 TO: 4-t EM 6u VVAe FAX 7,2�/ FROM: REFERENCE: �77' fT-- 3 NUMBER OF PAGES INCLUDING THIS COVER SHEET: -------------- If you do not receive all pages or a failure has occurred please call at 425-226-8 WO, Pages will be re-sent to you. [ ] URGENT [ ] REPLY ASAP [ ] PLEASE COIVIIYIENT I l PLEASE REVIEW V�] F/Y/T REMARKS: Fog "THYCRKYOUI TO 39.1d 00 HI1v 7 d 6b92-9ZZ-SZb 8Z-LT ZJOZ/cT/TT 11(ra;Z & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 21, 2007 KA No. 066-07188 Permit No. SWP-27-3223 CITY OF FEN I`ON Mr. Gary Pank(pdf) RECEIVED R. L.Alia Company General Contractors NOV "a 12007 107 Williams Avenue South Renton,WA 98055 i`eY1 BUILDING DIVISION �L9 VA RE: Special Inspection SW 34`h Street Culvert Renton, WA Dear Mr. Pank, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, NRECEIV KRAZAN & ASSOCIATES, INC. O V 0 ea,6�o&� �'D 96Z77�_ "Llr z 20Ui Kathryn E. Gordon Sys EMN Project Manager S Puyallup Division KEG/pm CC: City of Renton Offices Serving The Western United States 922 Valley Avenue NW Suite l Ol •Puyallup,Washington 98371 •(253)939-2500•Fax:(253)939-2556 07183 Break COMPACTION TEST REPORT 139 i i 134 - - --- _ I w 129 CL C 'p L` ! _ ZAV for 0 Sp.G. _ 124 -- - - 2.65 i I I 119 114 0 2 4 6 8 10 12 Water content, i Test specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point Elev/ Classification Nat. % > % { Depth USCS AASHTO Moist. Sp.G. L.L PI 3/4 in. No.200 SP A-1-a 2.65 nv 15.7 0.1 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 131.8 pef 127.0 pef Grey gravel borrow Optimum moisture = 5.8 % 6.9 % Project No. 066-07188 Client: Remarks: Project: S%\,34th st.culvert Tested by Shawn Watson Checked by Tadd Nelson Specific gravity assumed a Location: SW 34th st. W- � Figure _.._..r�.� MOISTURE DENSITY TEST DATA Client: ,Project: Sw 34th st . culvert Project Number: 066-07188 Specimen Data Source: Sample No . : 07052 Elev. or Depth: Sample Length (in. /cm. ) Location: SDI 34th st. Description: Grey gravel borrow USCS Classification: SP AASHTO Classification: A-1-a Natural Moisture: Liquid Limit: nv Plasticity Index: Testing Remarks : Tested by Shawn Watson Checked by Tadd Nelson Specific gravity assumed Percent retained on 3/4 in. sieve: 15 . 7 Percent passing No. 200 sieve: 0 . 1 Specific gravity: 2 . 65 Test Data And Results For Curve 07052 Type of test: ASTM D 1557-00 Method C Modified Mold Dia. : 6 . 00 in. Hammer Wt. : 10 lb. Drop: 18 in. Layers : five Blows per Layer: 56 POINT NO. 1 2 3 4 139 ZAV SpG WM + WS 23 . 50 24 . 33 24 . 60 24 . 50 2.65 WM 14 . 37 14 . 37 14 . 37 14 . 37 134 WW+T 363 . 28 409 . 71 470 . 82 424 . 44 WD+T 358 . 21 395 . 93 443 . 74 391 . 49 TARE 34 . 73 139 . 49 90 . 37 81 . 52 129 MOIST 1 . 6 5 . 4 7 . 7 10 . 6 124 90 119 MOISTURE 1 . 3 4 . 5 6 . 5 9 . 0 DRY DEN 125 . 3 130 . 9 131 . 5 127 . 3 114 0 4 8 12 Max dry den= - 31 . 8 pcf Opt moisture= 5 . 8 Uncorrected Results : Max dry den= 127 . 0 pcf Opt moisture= 6. 9 ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Material = 2 . 65 Moisture of Oversize Material = . l Corrections Applied to Every Test Point Krazan & Associates , Inc . Particle Size Distribution Report _ C _ D (7 N it iF it iG it it 90 80 70 -_ r i w 60LL I' z I z 50 - I11 U I , W a. 1 30 1L it — !L 10 li I 0 100 10 1 0.1 0.01 0.001 _ GRAIN SIZE -mm. %+3" %Gravel % Sand % Fines - — ---Fine--- --- ------ - - - J Coarse Fine Coarse Medium Fine j Silt Clay 0.0 _ - --- 15.7 24.1 123.7 28.3 8.1 I 0.1 —--- T LL — PL D Drp ! D50 I D� D D G C 11 m np I 19.249� 4.7078 I 3.3861 1.5012 0.6943 0.4942 0.97 9.53 — -- - — It Material Description USCS i AASHTO ---------------------------------- c Grev Gravel borrow SP A-l-a !Project No. 066-07188 Client: 'IRemarks: I.Project: SA 34th st. culvert i c Sample no.07052 Sampled on 10i9107 Tested on 10/11/07 o Location: SW 34th st. Sample Number: 07052 Reported on 10/12/07 i (I Figure Tested By: Shawn Watson . _ -- - _ —_ _ Checked By: Tadd Nelson ____ GRAIN SIZE DISTRIBUTION TEST DATA 10/12/2.007 Project: Sw 34th st. culvert Project Number: 066-07188 Location: SW 34th st. Sample Number: 07052 Material Description: Grey gravel borrow Liquid Limit: n% Plastic Limit: np USCS Classification: SP AASHTO Classification: A-I-a Testing Remarks: Sample no.07052 Sampled on 10/9i07 Tested on 10/11i07 Reported on 10 12i07 Tested by: Shawn Watson �yp Checked by:Tadd Nelson q ¢ �, ..„a:s. a �.�..,.'`5a„xax,i..r �.",us.'�,�, .�'�.,.? �:' °ff, , yYPo�SfftQ.T .5 ' t, d s k3 r4U s u" :38 ..ri�k,ci(IV:,frce.. Post#200 Wash Test Weights (grams): Dry Sample and Tare=3103,17 Tare Wt.=848.02 Dry Cumulative Cumulative Sample Pan Sieve Weight and Tare Tare Tare Weight Opening Retained Percent ' (grams) (grams) (grams) Size (grams) Finer 2130.60 0i)u �i_��i� 11/4 0.00 100.0 1 75.55 96.5 3i4 334.40 84.3 5%8 599.66 71.9 lit 679.86 68.1 3i8 697.22 67.3 5/I6 703.59 67.0 114 719.80 66.2 #4 846.96 60.2 48 1279.37 40.0 #10 1352.90 36.5 916 1606.25 24.6 #18 1674.43 21.4 ##30 1859.76 12.7 #40 1956.69 8.2 #50 2026.99 4.9 #60 2052.66 3.7 4100 2093.35 1.7 #200 2128.06 0.1 w, r '^ "'"�,-s. t� nre� bt•x, r . �+ 3x '� ��. t3 i y`�'v "s z ®°'� � "�' r�*z�€'`"'� s Cobbles - _Gravel Sand Fines Coarse Fine Total Coarse Medium Fine Total Silt Clay { Totai 0.0 15.7 24.t j 39.8 23.7 28.3 8.1 60.1 j 0.1 D10_ D15 D20 _ D30 D50 -- D60 D80 D85 D90 D �� 0.4942 0.6943 i 0.9261 1.5012 3.3861 4.7078 ~ 17.9512 19.2492 21.0247 23.99,3 Fineness Modulus Cu Cc 5.04 9.53 0.97 Krazan & Associates, Inc. COMPACTION TEST REPORT 138 i 133 w 128 U Q T N C 'D 123 - — 118 ZAV for Sp.G. = 1131 2.65 5 7 9 11 13 15 17 Water content, % Test specification: AST'V1 D 1557-00 Method C Modified Oversize correction applied to each point _ Elev/ Classification Nat. % > w < Depth USCS AASHTO Moist. Sp.G. LL PI 3l4 in. No.200 SP A-1-a 65 11% 12.0 1.5 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Native dark brown sand with gravel Maximum dry density= 130.7 pcf 127.1 pcf I Optimum moisture = 10.2 % 11.6 Project No. 066-07188 Client: Remarks: Project: Sw 34th st. culvert Tested by Sawn Watson Checked by Tadd f Nelson Specific gravity assumed Location: SW 34th st. culvert � K'J uz;c-u'r-1 (=igi_tr� MOISTURE DENSITY TEST DATA Client: Project: Sw 34th st . culvert Project Number: 066-07188 Specimen Data Source: Sample No . : 07053 Elev. or Depth: Sample Length (in. /cm. ) : Location: SW 34th st . culvert Description: Native dark brown sand with gravel USCS Classification: SP AASHTO Classification: A-1-a Natural Moisture : Liquid Limit: nv Plasticity Index: Testing Remarks : Tested by Sawn Watson Checked by Tadd Nelson Specific gravity assumed Percent retained on 3/4 in. sieve: 12 . 0 Percent passing No. 200 sieve: 1 . 5 Specific gravity: 2 . 65 Test Data And Results For Curve 07053 Type of test: ASTM D 1557-00 Method C Modified Mold Dia. : 6 . 00 in. Hammer Wt. : 10 lb. Drop: 18 in. Layers : five Blows per Layer: 50' POINT NO. 1 2 3 ZAV SpG WM + WS 24 . 60 24 . 33 24 . 90 138 2.65 WM 14 . 37 14 . 37 14 . 37 133 WW+T 376 . 00 381 . 35 471 . 69 WD+T 333 . 03 337 . 24 436 . 96 128 TARE 144 . 78 138 . 89� 142 . 16 MOIST 11 . 0 12 . 1 11 . 8 123- 118 - MOISTURE 9. 7 10 . 10 10 . 4 DRY DEN 126 . 8 122 . 7, 129 . 3 113 5 9 13 17 Max dry den= 130 . 7 pcf Opt moisture= 10 . 2 Uncorrected Results : Max dry den= 127 . 1 pcf Opt moisture= 11 . 6 ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Material = 2 . 65 Moisture of Oversize Material = -­' - Corrections Applied to Every Test Point Krazan & Associates , Inc . Particle Size Distribution Report C O O O O O Q O 100 — — 90 80 - 70 A_ W 60 _Z Z 50 w U w ad _ . ._ 30 V, 20 10 d 100 10 1 0.1 0.01 O.0 _._ GRAIN SIZE -mm. +3" % Gravel ( %Sand %Fines Coarse Fine [Coarse Medium Fine Silt Clay c! 0.0 1 12.0 30.5 1 14.6 20.7 20.7 1.5 I I. —LL PL D85 I D60 I D50 D30 1 D15 DID I Cc Cu nv np 16.8821 ( 5.4825 I 3.2310 0.7675 0.2454 0.1656 I 0.65 I 33.t, Material Description USCS AASHTC c Native dark brown sand with cyravel SP j A-1-a Project No. 06647188 Client: Remarks: Project: Sw 34th st.culvert I Sample num. 07053 Sampi::d 10 9 07 Tested on i Oi 1 1,0 is Location: SW 34th st.culvert Sample Number: 07053 � Reported on 10,12;C7 J Figure Tested By: _Shawn Watson--__ C heck e+i BY: Tadd Nelson-_____-_ GRAIN SIZE DISTRIBUTICH TEST DATA 10/12i2007 Project: Sw 34th st. culvert Project Number: 066-07188 Location: SW 34th st.culvert Sample Number: 07053 Material Description: Native dark brown sand with gravel Liquid Limit: in Plastic Limit: np USCS Classification: SP AASHTO Classification: A-i-a Testing Remarks: Sample num. 07053 Sampled on 10/9%07 Tested on 10,11 07 Reported on I0.12;07 Tested by: Shawn Watson Checked by:Tadd Nelson ffiffisi�MEIII x Stein tjt3�t` t Post#200 Wash Test Weights(grams): Dry Sample and Tare=2692.01 Tare Wt.=844.46 Dry Cumulative Cumulative Sample Pan Sieve Weight and Tare Tare Tare Weight Opening Retained Percent (grams) (grams) (grams) Size (grams) Finer 1537.92 0.00 0.00 11,21 0.00 100.0 11'4 59.46 96.1 1 59.46 96.1 1`4 185.01 88.0 5/8 256.86 83.3 112 386.01 74.9 3/8 470.24 69.4 5%16 527.47 65.7 14 580.45 62.3 4144 653.46 57.5 #8 848.88 44.8 #10 878.62 42.9 #16 986.45 35.9 #18 1020.86 33.6 #30 1128.12 26.6 #40 1196.65 22.2 #50 1264.06 17.8 #60 1303.25 15.3 #100 1401.82 8.8 #200 1514.68 1.5 Cobbles Gravel Sand Fines Coarse t Fine Total ! Coarse Medium 1 Fine j Total Silt Clay Total 0.0 12.0 30.5 j 42.5 14.6 20.7 20.7 56.0 j 1.5 D10 D15 D20 D30 D50 D60 D80 D85 D90 D95 0.1656 0.2454 0.3557 0.7675 3?310 5.4825 14.5200 16.88_1 10.3179 '_3.8086 Fineness Modulus Cu Cc 4.51 33.10 0.65 krazan &Associates, Inc. GRAIN SIZE DISTRIBUTIOM TEST DATA 10/12=37 Project: Sw 34th st. culvert Project Number: 066-07I88 Location: SW 34th st.culvert Sample Number: 07053 Material Description: Native dark brown sand with gravel Liquid Limit: nv Plastic Limit: np USCS Classification: SP AASHTO Classification: A-1-a Testing Remarks: Sample num. 07053 Sampled on 10/9/07 Tested on 10 11 07 Reported on 10/120 7 Tested by: Shawn Watson Checked by:Tadd Nelson Post#200 Wash Test Weights (grams): Dry Sample and Tare=2692.01 Tare Wt.=844.46 Dry Cumulative Cumulative Sample Pan Sieve Weight and Tare Tare Tare Weight Opening Retained Percent (grams) (grams) (grams) Size (grams) Finer 1537.92 0.00 1)sir, 1 1/2 0.00 100.0 11/4 59.46 96.1 1 59.46 96.1 3/4 185.01 88.0 5/8 256.86 83.3 1/2 386.01 74.9 3/8 470.24 69.4 5/16 527.47 65.7 1/4 580.45 62.3 #4 653.46 57.5 #8 848.88 44.8 #10 878.62 42.9 #16 986.45 35.9 #18 1020.86 33.6 #30 1128.12 26.6 #40 1196.65 22.2 #50 1264.06 17.8 #60 1303.25 15.3 #100 1401.82 8.8 #200 1514.68 1.5 .. afi .> 1�" z ' Gravel I Sand Fines Cobbles Coarse ; Fine ! Total i Coarse Medium i Fine Total _ Silt Clay Total 0.0 12.0 30.5 I 42.5 14.6 20.7 20.7 56.0 1.5 D10 D15 D20 D30 D50 D60 D80 D85 D90 D95 0.1656 0.24 54 0.3557 0.7675 3.2310 5.4825 14.5200 16.8821 20.3179 23.8086 Fineness j Modulus Cu Cc r 4.J1 33.10 0.65 Krazan u Associates, Inc. ___J CIl Y Uh HLNIUN _Kxazan & ASSOCIATES , INC . RECEIVED NOV 6 007 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERIN,9`��N` DIVISION CONSTRUCTION TESTING & INSPECTION October 29, 2007 KA No. 066-07188 Permit No. SWP-27-3223 NL �% Mr. Gary Pank(pdf) /� Q R. L. Alia Company General Contractors C/ -y °68��� i Tr F 107 Williams Avenue South Uj/ Renton, WA 98055 U ILI Nil's RE: Special Inspection SW 34TH STREET CULVERT Renton, WA Dear Mr. Pank, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors from October 9 through October 17, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: City of Renton Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253)939-2500• Fax: (253)939-2556 07188 df, .,= FIELD REPORT NO: 7 PH 9 1 ='__V%..LeaZa1 & Associ ates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: la, ® � CONTRACTOR: e �y �y� /Zr 1617 PROJECT#: ���' y-7f 81V JURISDICTION: /00"+ V' — PROJECT: S Lt/ 3 41' S e/� PERMIT#: rf f 4 LOCATION: —7 ,Y0 S s- INSPECTOR: A7,;ica /14­-7 KRAZAN PROJECT MANAGER: ���9 WEATHER: Q4G/G°S� TEMP: `��' CDlyl.�a�•�aoh !�i"/����dr� L��G l®n����zs,-� _ /l7' %IG3�it/s� �'6i�l A/ro1✓ �a�'.o µ.-1 /��rrO1.✓ lee o'q_C h©lid ,- 1,*?s� 7 Equipment/Asset NUmber(s): To the best of my knowledge,the d�bov: A.S �N_OT�erformed in accordance•with the approved Mans,specifications,and regulatory requireme* Y- em s -;L+3 Superintendent/Representafive: > Technician: Serving the Western United States i50!Feld Rel>orr.dnr Recision I Effective Date:5;_=/05 Toe!monitation provided un this report prepared I'm the excl-i"',se of the:Bent This reporr may-tat'e-ernxiuced m anv format srthout the.vritten ixnnis.sion of the;firm and Krwan A Asstxial— _Wirm COMPACTION aZt`11^l & Associates , Inc . REPORT NO,: g6 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .____--___ ` �F-D ;7 CONTRACTOR: �h h PROJECT#:. —_.__� -_ ©��88 PERMIT NO:_ ,Ski 1 PROJECT: — ---- — --- ---- INSPECTOR:--� f — LOCATION: __ $_____ �LL S __ JURISDICTION: KRAZAN PROJECT MANAGER: _ ___— F� —___ WEATHER: pl1. � TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER LOCATION MAP d_.P iw Paved Areas (circle one): Sub /Agg /Asphalt71 — Building Pad (s) — [�r'Other , c�.a✓ ---- — ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt j 7 I Density I Moisture c�3 LL rd4/d orypw 1. ' Mode& Density Moist Percent Test i Elevation Location(Comments) Curve o Required /o Depth Compaction z s Ids� sw 3� s�- _ 9 8 _� �3 1 9s �, s 5 -III - - /z �a � � 0 5<17� -- - - - - : { Curve Test—Method: * This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Map Location: �,3 lS� 7 _-__ _ construction activities or rainfall events.The compaction tests were performed at the approximate ❑ Attached Daily Avg.Std ��/ locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area were determined by others.Our firm does not guarantee earthwork Daily Avg.Std Gr or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture o -- 3 S Y approved project plans and specifications. Gauge# -7 To the best of my knowledge, the above WAS AS N erformed in accordance with the approved plans,specifications, and regulatory requireme fir - Sss at*3 Superintendent/Representative: i 4 Technician: s Serving the Western United States 1501 Compaction Rcp m.dnc Rewaion I Effective Date:l I1 i06 The iniormation provided on This report is prepared for The exclusive,use of Iho client. Phis report ma}not be reproduced in env ritrmat without dte written permit lion Ott the client and Krazen&Associates. " FIELD REPORT NO: =_9�'aZal & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANG INSPECTICN DATE: C�' 1'"�JI CONTRACTOR: 1— PROJECT#: �d� I JURISDICTION: t����t ►N PROJECT: SW 3TTH51 LuLy� T ��+ PERMIT#: V\" _Tl __l)_L _ LOCATION: SW _T -;7 INSPECTOR: N 4c o , KRAZAN PROJECT MANAGER: WEATHER: 1r TEMP:S , _ oNME A No Q� A -� 50\A4 A r ALL CoNCQ_e7e 1V2 Rou 2S �t0t,\ N 7 1\Cib OGS NEO VLk GC \EKN OF M off; Cu 6Y— y P AS OP SbOO PSG- ChNCW Te S v P P I,IEQ C C DM RN. C\\ 7�,V D \1 oz ue- 5snat�j&l FCCs-� Equipment/Asset Number(s): To the best of my knowledge,the cbov WAS/WAS NOT performed in accordance with the opproved plans,specifications,and regulator/reauirems Superintendent/Representative: Technician: Serving the Western United States ,'501 F!eid Hrin�n..dut. Revision I Effective Date:S:75i05 The into mWinn provided%nt;his ream .a prepared.ur the exi I—e use of the client.Tltis report ma eV he'epn H7uced in.mt rnrmzt-.viihow the rtte pern,,w.A the lient and Kla—, k \Jsnci Wes. ,.,elates, Inc. -No. 066-07188 Cyl.Code 72904 Pour Date 10/17/2007 Report No. 21497 Weather Rain Jurisdiction City of Renton Permit No. SWP-27-3223 Protect SW 34th Street Culvert Replacement Engineer Location 34th Street SW Kent Architect Client R.L- Alia Co. General Contractors Contractor R.L. Alia Co. General Contractors Field Data CYLINDER REPORT Reported Batch Data Concrete (4) samples Other Design Actual Weights wolghts Supplier Cadman Plant No. 40 Site Mix Mix No. 661283 661283 cent-lbs. 550 549 Mix Air Unit F.Ash lbs. 105 105 Slump Temp. Temp. Wt. 3/4c.aglt.lbs.1 1173 1177 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) 313c.agg-lbs.2 676 682 17-15 77984.9 278 5 65 63 C-agg.lbs.2 Sand lbs. 1201 1215 wator lbs. 189 186 Placement Area Air Lint.(oz) Location Wing wall GLEN7500 160 oz 159 oz Concrete poured in heavy rainfall AEA 40 oz 41 oz "Break at 3 days* other(oz) 01Jier(oz) Water Added on Job pals. 0 Field Test Methods Remarks Concrete placed by boom x ASTM C143 ASTM C138 H/P vibrator used x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 Please refer to Field Report No. 76457 OTHER ASTM C231 Inspector M.H. Preciado Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Roc'd. Cyl, Test Field Max. Comp. Tested Break Laboratory Code bate Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type Test Methods 72904-1 10/20/2007 3 4xB 12,62 44080 3,490 1 TN ASTM C39 72904-2 11/14/2007 25 4x8 1 ASTM C109 72904-3 11/14/2007 26 4x8 1 ASTM C617 72904-4 H 4x8 1 ASTM C1231 ASTM G780 72904-5 72904-6 Other 72904-7 72904-7 Test Results Remarks Conforming Non-Conforming Results Reviewed By o�W Date Reviewed Codes for Break Types; 1; Cone 2: Cone& Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties:ASTM C-39 +/-8% Forth 071V1 11111111113 L'ff.01 w Doty W12104 T W IOIG,1nYlian otuvidod all ibis fvpo.1lu pwp..oj 10!th. JI 1110 G4.A.Thil I.PoA—v not L«Iwioduwd III NIIY 1.....t Wimout tho v i,,,purmksbll of 111u oil,,a ur4 1(1vq n a Axn0c,4iQP S0 39ud 00 VI-1V _1 d 611?98-97,7,-5Zb 8Z:Li 1e137,/Cz/zi -, NEW"* & ASSOCIATES , INC . NOV 13 20107 GEOTECHNICAL FN01NEERING • ENVIRONMENIAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 5, 2007 KA No. 066-07188 Permit No. SWP-27-3223 Mr. Gary Pank(pdf) R.L. Alia Company General Contractors 107 Williams Avenue South Renton, WA 98055 RE: Special Inspection SW 34"'Street Culvert Renton,WA Dear Mr. Pank, Enclosed are copies of the compressive; strength test resttlts regarding;the above referenced project. If you have any questions or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN& ASSOCIATES,INC. JJ, � Katlu-}ni E. Gordon Project Manager Puyallup Division X-EG/pm CC: City of Renton Offices Serving The Western United States 922 Vallcy Avcnuc NW Suite 101 p Puyallup, Washington 98371 •(253)939-2500 Fax: (253)939.2556 0718e isrcu Z© 39Vd 00 VI1v -1 a 6b98-9ZZ-5Zb 8Z :LT Z99Z/ET/TT 1 I<raZarZ & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 24, 2007 KA No. 066-07188 Permit No. SWP-27-3223 Mr. Gary Pank(pdf) R.L.Alia Company General Contractors 107 Williams Avenue South Renton,WA 98055 RE: Special Inspection SW 34T"STREET CULVERT Renton,WA Dear Mr. Pank, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors from September 11 through September 20, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN& ASSOCIATES,INC. ed;;t� Kathryn E. Gordon Project Manager Puyallup Division KEG/ptn CC: City of Renton Offices Serving The Western United States 922 Valley Avenue NW Suite 101 •Puyallup,Washington 98371 •(253)939-2500•Fax:(253)939-2556 0198 au FIELD REPORT NO: b, 1L U 17 =-142 .raZ;an & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: `�` �'�� CONTRACTOR: Q.,, Al-3' , S PROJECT#: JURISDICTION: Cn Op PROJECT: S, S_OU MU, PERMIT#: ZZ LOCATION: 7Z40 5W �4T�kS1 INSPECTOR: 1q, , KRAZAN PROJECT MANAGER: u WEATHER: �.h� TEMP: -130 ONS T-TE M; �E UST UwEcl W �- ,6,k a 10 QBS E 1 \)E.D PLAC C-I EV\T O 9 C Y005 OP SCOO PS. COKCQ &iV F-0JE1 oNTu�Elb 72_'-)( FO -�_Y - LjM Tug NI 1ES, h\)O CbNc,�zPIltll S l G S1 NON C I,UORS fCC 1 , 5�E C 2 2�!(�`�•I �o�c. C3�T '� �Pc 1 I�. Equipment/Asset Number(s): i To the best of my kncwledge,the above(e WAS NOT performed in accordance with the approved plans,specifications,and regulatory recuirem t Superintendent/Representative: Technician: Serving the Western United States l 50l rieid.Hqurr..im. Revision I Effective Date: i2505 The mto,mmtion Pnroioer, a!This r1P01t s Prepared "CA.he diem.rhis repro may not be repnxtuc'ed n any format without the written pennia..ion of the client and Kra/an& 1 sociatel. FIELD REPORT NO: 0 6 0 _� aZaZ & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - CONTRACTOR: PROJECT#: wn'Q l JURISDICTION: _ PROJECT:SW�3Lj7CI- A CQLV PERMIT#: �- LOCATION: 4T t INSPECTOR: S KRAZAN PROJECT MANAGER: _ WEATHER: TEMP: fa SPC �SCz- y 0 PAS—b)&D p UNCRvLE01 OP k G J!;TC `t1 W)S Or— SM0 t 3A-- C �EC 1 1-�1-" *10 W CAM M AND P uW EA) 1"L! MA PU -E $WF, Pjk4 BCE _ ? r--\6 .5;CLS2 SkAPU STQEN G-10 C' LRv EO-g F6►2 LOS TES-1U6-, SUF C Q Equipment/Asset Number(s): To the best of my knowledge.the abo WAS r VAS NOT performed in accordance with the approved plans,specifications,and regulatory requiremw Superintendent/Representative: Technician: Serving the Western United States 1501 Fietd Rrp�irtrin<. Revi,cinn I Effective Date:5/25/0i The:ntixntati—provided on this report is prepared ror•he exclusive ase of the Iirnt.Thi. report:nag not he reproduced In any.° urinal without the writtoi permission of!hc diem and Krtz:m& ss,wiates. -KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 10, 2007 KA No. 066-07188 �11 r(Ir HLi11,,, RECEIVED Mr. Gary Pank(pdf) SEP 17 2007 R. L.Alia Company General Contractors � , 13UILDING DIVISION 107 Williams Avenue South Renton, WA 98055 RE: Special Inspection SW 34T"STREET CULVERT Renton,WA Dear Mr. Pank, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors on August 21, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES,INC. � g6,�r7,0�. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: City of Renton Offices Serving The Western United States 922 Valley Avenue NW Suite 101 •Puyallup,Washington 98371 •(253)939-2500• Fax:(253)939-2556 07189 dfT d .FIELD REPORT NO: 1..K* raZa 1 & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I /0 -7 CONTRACTOR: �2 L PROJECT#: 666 6 `d 7/(j O JURISDICTION: K C'v-)4 PROJECT: `-� `�C l �E �gce.� PERMIT #: LOCATION: S 5 f c5 CtJ INSPECTOR:4j � KRAZAN PROJECT MANAGER: /���� WEATHER: TEMP: a �e5�7 �, ir r7Ce/-S rc 9, veSt4 (7op,crc4c 0�1,1gce-,,, n CSC�c C� b 11 ,6f, c/c�-f c 1rc T Cc.1 erc4,61, + e-5 1-2 s e r'U erc•Q c✓� . �� �' o d� �5 c a 6 4-9 n c e r,A-7, 4 vu-f be"3 Equipment/Asset Number(s): To the best of my knowledge,the above 6AR WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirerr . Superintendent/Representative: Te cian: � Serving the Western United States /50/Field Reporrdnr Revision I Effective Date:5/25/05 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates. =1M=:KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 20, 2007 KA No. 066-07188 Permit No. SWP-27-3223 Mr. Gary Pank(pdf) RECEIVED R.L.Alia Company General Contractors RE RECE G G 107 Williams Avenue South Renton,WA 98055 DEC 0 3 2007 CITY OF RENTON RE: Special Inspection UTILITY SYSTEMS SW 341h Street Culvert Renton,WA Dear Mr. Pank, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ya 4 �tp 7co7�— Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: City of Renton Offices Serving The Western United States 922 Valley Avenue NW Suite 101 .Puyallup,Washington 98371 •(253)939-2500•Fax:(253)939-2556 07188 Break r%1dcd11 a r%ssUGtdLes, fnG. iou i - ioin aueet ntvv suite Iu0,Auourn, vvA ytsuuL, (Los)uju-zwu a Project No. 066-07188 Cyl.Code 72904 Pour Date 10/17/2007 Report No. 21497 Weather Rain Jurisdiction City of Renton Permit No. SWP-27-3223 Project SW 34th Street Culvert Replacement Engineer Location 34th Street SW Kent Architect Client R.L. Alia Co. General Contractors contractor R.L. Alia Co. General Contractors Field Data CYLINDER REPORT Reported Batch Data Concrete (4) samples Other Design Actual Weights Weights Supplier Cadman Plant No. 40 Site Mix Mix No. 661283 661283 Cem.lbs. 550 549 Mix Air Unit F.Ash lbs. 105 105 Slump Temp. Temp. Wt. 3/4C.agg.lbs.1 1173 1177 Time Truck# Ticket# %Air (in.) (F) (F) (pcf) 3/8C.agg.lbs.2 676 682 17:15 779849 278 5 65 63 C.agg.lbs.3 Sand lbs. 1201 1215 Water lbs. 189 186 Placement Area Air Ent.(oz) Location Wing wall GLEN7500 160 oz 159 oz Concrete poured in heavy rainfall AEA 40 oz 41 oz *Break at 3 days* Other(oz) Other(oz) Water Added on Job(gals.) 0 Field Test Methods Remarks Concrete placed by boom x ASTM C143 ASTM C138 H/F vibrator used x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 Please refer to Field Report No. 76457 OTHER ASTM C231 Inspector M.H. Preciado Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Laboratory Code Date Cure Age Dim. Area C.F. Load Str.(psi) Set# By Type Test Methods 72904-1 10/20f2007 3 4x8 12.62 44080 3,490 1 TN ASTM C39 x 72904-2 11/14/2007 28 4x8 12.61 76984 6,100 1 MT ASTM C109 72904-3 11/14/2007 28 4x8 12.61 79707 6,320 1 MT ASTM C617 72904-4 H 4x8 1 ASTM C1231 x 72904-5 ASTM C780 72904-6 Other 72904-7 72904-7 Test Results Remarks X Conforming Results Reviewed By Date Reviewed Non-Conforming Codes for Break Types: 1: Cone 2: Cone&Split 3: Cone&Shear 4: Shear 5: Columnar(Split) Measurement Uncertainties:ASTM C-39+/-8% Form 03101 Revisbn 3 Effective Data 5112104 The information provided on this report is prepared for the—1—ve use of the client.This report may not be reproduced in any format without the written permission of the client and Kris—&Associates