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Home My WebLink AboutSWP272264(23) L CASCADE TESTING LABORATORY, INC. FIELD p9G 179 32862 TESTING & INSPECTION / ENGINEERS REPORT No. 12919 N.E. 126TH PLACE DATE QE .NO. KIRKLAND, WASHINGTON 9803d )d25) 823-9600 • EVERETT td251259-0817 7 PROJECT �J 1 u�OGCJ �e� LOCATIOff 36za TO: BLDG.PERMFT NO. P , � OWNER A) u-10 1zk s WEATHER TEMP. AT AM C I C 44V-- B40,0 AT 39 S' PM ENGINEEt,., "T�((�� ARCHITECT ATTN: THE FOLLOWING WAS NOTED: CONTRACT FIELD TEST DATA (;_G1 �`C_ Ce, 2 TRUCK SAMPLED ✓ TRUCK TICKET NO. MIX NO. 5-3& BATCH DATA FOR 1 CU.YARD SLUMP , UNIT CEMENT TEMP. DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS TIME ASTM C-143 �O AIR WEIGHT YIELD FACTOR ASTM C-1064 low ASTM C-138 CONC AIR 71 Z v CEMENT S-E)o FA. 7 a O AIR TEST METHOD: ❑PRESSURE ASTM C-231 OR ❑VOLUME ASTM C-173 CA. 145D TYPE OF BREAK: (a)Cone (c)Cone and Shear (e)Columnar WATER Z D (b)Cone and Split (d)Shear TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE AREA TOTAL STRENGTH TYPE NUMBER MADE TESTED DAYS SIZE (SQ.IN) LOAD PSI BREAK 9T.7 7 &t 9LY10 29 12 yy -30 ❑ ASTM C-1231 Lj s ❑ ASTM C-617 SAMPLING IN ACCORDANCE WITH SAMPLE P/U DATE / TEST METHOD C -3/ APPLICABLE CODES&SPECS. PRODUCERS: CONCRETE CEMENT 1 It l CU.YARDS PLACED / r wQflA AEA �- ADMIX. 3a CAC12 % DESIGN STRENGTH 41000 0O0 //�- PLACEMENT AREA&NOTES ��1 t'{�- S`��`c e�� l C)00C.ee e�4C-cv'9 \0 G�» �e �aSA��4A�,!- CU $ i,,,a C(er_ ()1� L INSPECTOR: COPIES TO.- efiC-d-' alz��E NED: CASCADE TESTING LABORATORY, INC. FIELD 33173 TESTING & INSPECTION / ENGINEERS REPORT No. 12919 126 I PLACE DATE ' Q CEBT.NO.KIR l Z 1 L9N N.E.. WASHH GTONPLACE 9803d (425) 823-9800 7 (TZT.N(N EVERETT (425) 259.0817 PROJECT M A-e le LOva'Q (�� S�. �JeJeQSro..a LOCATION nn o . � J l v A2 5 C- BLDG.PE MIT NO. OWNER TO: WEATHER TEMP. AT AM G/(JCQ AT 5- -PM ENGINEER ATTN: ARCHITECT THE FOLLOWING WAS NOTED: CONTRACTOR FIELD TEST DATA r ` TRUCK SAMPLED TRUCK TICKET NO.to 62�1 MIX NO. ?3ro BATCH DATA FOR 1 CU.YARD DESIGN % ADJUSTED SLUMP UNIT CEMENT TEMP. WEIGHTS MOIST WEIGHTS TIME ASTM C 143 %AIR WEIGHT YIELD FACTOR ASTM C-1064 ASTM C-138 CONIC AIR 57D 7 r .2> �5 ��• �� CEMENT 560 FA. 1 Z 0 0 AIR TEST METHOD: ❑PRESSURE ASTM C-231 OR ❑VOLUME ASTM C-173 CA �f 5O TYPE OF BREAK: (a)Cone (c)Cone and Shear (e)Columnar WATER 7210 (b)Cone and Split (d)Shear TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE AREA TOTAL STRENGTH TYPE NUMBER MADE TESTED DAYS SIZE (SQ.IN) LOAD PSI BREAK ro261 9 18 0,-z5- -'�iZ c�96bc) 5� Z to- 116 2-0 70 zfr3 10 - 10 z 6 60 ❑ ASTM C-1231 _ f ❑ ASTM C-617 SAMPLING IN ACCORDANCE WITH SAMPLE P/U DATE Z ` TEST METHOD e'+ APPLICABLE CODES&SPECS. C-31 PRODUCERS: CONCRETE 170 is t CEMENT ��Pe CU.YARDS PLACED 3� W f-O P, +4 w a I— AEA 'Z ADMIX. +S•00 CAC12 % DESIGNSTRENGTH Y00c) PLACEMENT AREA&NOTES ��' IS JeL�F A-P-e 4' �j p p L �4c- df INSPECTOR: COPIES TO�/ l� SIGNED: Jllllkj LHV ILL NU .4z_l,> ,.LZ)2LUJ Jun 1J .yy 14 :12 Ni. .00f P.01 i r CASCADE TESTING LABORATORY, INC. FIELD 34389 • TESTING&INSPECTION/ENGINEERS REPORT No. 12916 N E. 126TH PLACE DATE CE 11 NO. .11*9 ND.WASHINGTON 96034 1425)423.9800 — � ( NEIL TT (426)2foAt17 ` L PROJECT Ic LOCATION 130.10 TO: IC` BLDG.PERMM NO. OWNER A . 6-eecf^,H CoA•i-rev rL-oQ �(Oo7 — I7ta^.1 S-r S(-j WEATHER TEMP. 70 ATit)jm AM L y,1r1w O e 4 F G+�A 7.0 Q j"7 LeNq AT PM ENGINEER ARCHITECT ATTN: THE FOLLOWING WAS NOTED: CONTRACTOR FIELD TEST DATA _ TRUCK SAMPLED TRUCK TICKET NO. MIX NO.53�'2 BATCH DATA FOR 1 C J.YARD UNIT DESIGN % ADJUSTED SLUMP CEMENT WEIGHTS MOIST WEIGHTS TIME ASTM G C-1 YIELD 143 96AIR WEIGH FACTOR 1 ASTM 1 NO AIR «� e a CEMENT $v e ^1 KJ FA I.—Leo AIR TEST METHOD: ❑PRESSURE ASTM C-231 OR❑VOLUME ASTM C•173 CA )ISO — TYPE OF BREAK: (a)Cono (c)Cone and Shear (a)Columnar WATER —J.1 b (b)Cone and SPIN (d)Shear TOTAL So 4 C COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE AREA TOTAL STRENGTH TYPE NUMBER MADE TESTED DAYS SIZE (SO.IN LOAD PSI DREAX 4521 '(-�9 to-� � G•r� r47 by0 � o a•s -z-� ASTM C•123i RDANCE SAMPLE PA)DATE q'�� TEST METHOD G-39 ASTM C B17 A�IPCABLE CODES&SPECS. �'✓� t PROOUCERS:: CONCRETE ST°I'JF VQ CEMENT CU-YARDS PLACED ��d ` AEA I.s S o L. ADMIX. S O Z w?(,L4 CAC12 %__ DESIGN STRENGTH PLACEMENT AREA b.NOTES ►JALL // INSPECTOR: (A2� Rey.•Ids COPIES TO:elk'_ REVISED-9•197 2uCASCADE TESTING LABORATORY, INC. FIELD 3 4112 TESTING & INSPECTION / ENGINEERS REPORT No. O�S�oZyS 12919 N.E. 126TH PLACE DATE CERT.NO. KIRKLAND, WASHINGTON 98034 (425) 823-9800 G �j EVERETT (425) 259-0817 c^_T -( 1 PROJECT MNFtCwCr-D CK-C-K RSA Cut\tvNCL LOCATION fD TO: BLDG.PERMIT NO. OWNER /WEATHER TEMP. Ej'3� AT (Z�� /- ,L'p P CC• AT PM ENGINEER 1rLf OC ATTN: ARCHITECT THE FOLLOWING WAS NOTED: CONTRACTOR FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. MIX NO. BATCH DATA FOR 1 CU.YARD UNIT TEMP. DESIGN % ADJUSTED SLUMP o WEIGHT YIELD CEMENT ASTM C-1064 WEIGHTS MOIST WEIGHTS TIME ASTM C-143 ��AIR ASTM C-138 FACTOR CONNC I ,rAIR \140 '?J.Q) N rA NIA N >A S SK. �Q jC 1C3 CEMENT FA. AIR TEST METHOD: El PRESSURE ASTM C-231 OR ❑VOLUME ASTM C-173 CA. TYPE OF BREAK: (a)Cone (c)Cone and Shear (e)Columnar WATER (b)Cone and Split (d)Shear TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE AREA TOTAL STRENGTH TYPE NUMBER MADE TESTED DAYS SIZE �(SO.IN) LOAD PSI BREAK (06t S 443 -1 O-! s `7 ��x 1Z�� Z D 7 �� g 9(o0Q 3171D G4sy �i�s ass II380c�, 630 ?N 1 419 54 v ❑ ASTM C-1231 DANCE SAMPLE P/U DATE _ f TEST METHOD 3 ❑ASTM C-617 APPSAMLICABLE CODELING IN S&SPECS.WITH PRODUCERS:p CONCRETE S��C4ti � GNU ' CEMENT S3 U4&VJA/ CM,- CU.YARDS PLACED DES AEA I ADMIX. N�� CAC12 �4(6 % 1 r6 DESIGN STRENGTH C PLACEMENT AREA&NOTES 5P' LI AAjNy INSPECTOR: �� COPIES TO: `�>�C SIGNED: A REVISED-9/97 CASCADE TESTING LABORATORY, INC. FIELD REPORT34799 TESTING & INSPECTION / ENGINEERS REPORT N0. 12919 N.E. 126TH PLACE DATE CERT NO. KIRKLAND, WASHINGTON 9803A (d25) 823-9600 p p EVERETT (d25) 259-0817 �D —�O^ / 8 I��— ' Z PROJECT P "W CleEE{L FSH CHA-j QEC-., LOCATION / �N=rt 0 mU � t,.a c t'oG1c P C s� TO: l (�bo0 M A#Q Co l-1.S`TP_t cC TTp BLDG.PERMIT NO. OWNER �Cn 3Z N� � Sp•(�J . WEATHER TEMP. AT AM L-/t11J Lzoc,q) tn�A 9 Bo 3-7 If L.f AT PM ENGINEER ATTN: 11•�ET 14 ARCHITECT THE FOLLOWING WAS NOTED: CONTRACTOR �^+ FIELD TEST DATA C• Gc':::)0/11A14( TRUCK SAMPLED TRUCK TICKET NO.&,—7 Sg�{°► MIX NO. BATCH DATA FOR 1 CU.YARD UNIT TEMP. DESIGN % ADJUSTED TIME SLUMP %AIR WEIGHT YIELD CEMENT ASTM C-1064 WEIGHTS MOIST WEIGHTS ASTM C 143 ASTM C-138 FACTOR CONC I AIR CEMENT SOo FA. 1 Z BO AIR TEST METHOD: ❑PRESSURE ASTM C-231 OR ❑VOLUME ASTM C-173 CA. l9 Sa TYPE OF BREAK: (a)Cone (c)Cone and Shear (e)Columnar WATER ZI O (b)Cone and Split (d)Shear [ TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE AREA TOTAL STRENGTH TYPE NUMBER MADE TESTED DAYS SIZE (SO.IN) LOAD PSI BREAK /o -3o 7 28 I Z.-1 3-5-0 Ll Z 7---7 7 z 5S yz / IKASTM C-1231 SAMPLE P,'U DATE El TEST METHOD ASTM C 6 i7 APPLICABLE CO EOS&SPECSNITH PRODUCERS: CONCRETE 770 SEW Ay CEMENT 221 CU.YARDS PLACED 3�o Y C s AEA <'Zscz, ADMIX. ` q 5'OG7—• CAC12 % DESIGNSTRENGTH PLACEMENT AREA&NOTES C PLACE T o P SR LADP E (A A U S. o �-r� 2t,1 nn rF p g,I D i Q E U , Cry nl S o C.a D A ME,0 INSPECTOR: DEC 1998 COPIES TO / I SIGNED: REVISFD-9/97 C.A. GOODMAN CONST. CO. 3607-132nd St. S.W. t " Lynnwood, WA 98037 DATE' 6/23/99 11011 No" 98004 J U N 2 5199 =—"oN DANIEL CAREY (P) (425) 743-7423 RE: MAPLEWOOD CREEK (F) (425) 743-7417 Ci l'Y Cr � FISH CHANNEL 1= TO: CITY OF RENTON/PUBLIC WORKS DEPT. 1055 S. GRADY WAY RENTON, WA 98055 WE ARE SENDING YOU: X Attached Under separate cover via the following items: _Shop Drawings _Prints _Plans _Samples _Specifications _Copy of letter _Change order X Other Copies Date No. Description 1 Concrete Test Results THESE ARE TRANSMITTED as checked below: For approval _Approved as submitted _Resubmit copies for approval X 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 19 PRINTS RETURNED AFTER LOAN TO US REMARKS: Let me know if you need anything else. 1 COPY TO: FILE SIGNED: Acc��J CITY OF RENTON h ?14Nb'r-06' MAPLEWOOD CREEK FISH CHANNEL PROJECT Project No. SWP-27-2264 SUBMITTAL #01 Water Line Pipe & Accessories Engineer HARZA Engineering Company Bellevue,WA General Contractor C.A. GOODMAN CONSTRUCTION CO., INC. 3607-132°d St. S.W. Lynnwood, WA 98037 Phone: 425-743-7423 Fax: 425-743-7417 Contents: • M & H Style 4067 Resilient Wedge Gate Valves, NRS • Waterman Model C-1Of Canal Gate • Pacific Western PVC Solvent Weld Pipe-IPS Size • Griffin Ductile Iron Pipe, MJ, C/L • Griffin Ductile Iron Pipe, TJ, CAL • Griffin Field Lok Gaskets • Grinnell Casing Pipe • Tyler MJ SSB Ductile Iron Fittings, C/L • Ebas Iron Megalugs • Romac Style 501 Straight and Transition Couplings • Romac 90 Degree Eye Bolt • Romac Style 702 Compression Coupling • Romac Style 400 Steel Coupling • Continental Eastern Cor-Ten Rod, Rod couplings, Nuts & Washers • HDFCO Seattle Style Cast Iron Valve Boxes CERTIFICATION It is hereby certified that the material shown and marked in this submittal is that proposed to be incorporated into this contract is in compliance with the contract drawings and specifications, can be installed in the allocated spaces and is submitted for the Owners approval. n Reviewed by: Date: & ! T: M&H RESILIENT WEDGE VALVES (1993) M&H VALVE CO. M&H VALVE Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C509 UL-262/FM-1120/1130 Water Working Bubble-Tight Hydrostatic Shell Size Range Pressure psi Test psi Test psi 2"-12" 250 250 500 14"-24" 200 200 400 ULFM 4" - 12" 200 200 400 Available in eithe non-rising stem r outside screw& yoke. Figure No. Figure No. with Available End Connections & Size Range (STD) Post Plate Flg. End (NRS) 2" - 24" 4067-02 (3" - 12") 4067-02P NJ_-, 2" - 24" (except 2 1/2 4067-01 (3" - 12") 4067-01P Flg. &M.J. 3" - 24" 4067-13 4067-13P Push-on for PVC (SDR) 2" - 8" 4067-03 (3" - 8") 4067-03P Fig. End (OS&Y) 2 1/2" - 12" 4068-02 N/A M.J. for Tapping 4" - 24" 4751-01 4751-01P Push-on for D.I. & C900 PVC 4" - 12" 4067-22 4067-22P M.J. Cutting-in 4" - 8" --- (Consult K.V.) Push-on D.I. x Flg. 4" - 12" 4067-23 4067-23P Threaded 2" - 3" 4067-07 (3" only) 4067-07P Accessories Indicator Posts Handwheels "T" Handles Extesion Stems Stem Guides Floor Boxes 2" Sq. Operating Nuts Chain Wheels Floorstands (non-rising stem) RESILIENT SEAT GATE VALVE N.R.S. ASSEMBLY M & H VALVE CO. STYLE 4067 R-1 R-2 R-3 R-3 R-5 R-6 R-16 R-7 - y— — — R-4 - - R-11 R-8 R-10 R-9 R-14 R-12 = - R-10 R-13 R-15 O O O O DET. NAME OF PART MATERIAL ASTM SPEC. R-1 Hex Head Bolt Zinc Plated Steel ASTM A307 R-2 Flat Washer Zinc Plated Steel ASTM A307 Operating Nut Cast Iron ASTM A126 Class B R-3 Handwheel Cast Iron ASTM A126 Class B R-4 Hex. Bolt & Nut Zinc Plated Steel ASTM A307/A563 Stuffing Box 2" thru 8" Cast Iron ASTM A126 Class B R-5 10" and 12" Ductile Iron ASTM A536 Gr. 65-45-10 R-6 O-Ring (Stem) Buna - N --------------------- R-7 O-Ring (Stuffing Box) Buna - N --------------------- R-8 Thrust Washer Deirin --------------------- F3-9 Stem AWWA Grade C Man aneze Bronze ASTM B584 CDA 867 R-10 Hex. Head Cover Bolts & Nuts Zinc Plated Steel ASTM A307/A563 R-11 Cover Cast Iron ASTM A126 Class B R-12 Stem Nut(AWWA Grade A) Bronze(Low Zinc) ASTM B584 CDA 844 R-13 Wedge Disc Cast Iron/Rubber Coated A126 Cl. B/D2000 R-14 O-Ring (Cover) Buna - N --------------------- R-15 Body (All Types) Cast Iron ASTM A126 Class B R-16 Plate Cast Iron ASTM A126 Class B LI TED 3";fLA " �L{Al VALVE NGE X MJ. ® 888H APPROVED GENERAL DIMENSION A.W.W.A Standard C509 M & H VALVE CO. . 4067-13 Standard 4067-13-P with Post Plate Optional Handwheel K 2" S4- Optional Post Plate I G D '{ 7� E — — i ►. I No. &Size _0 125 lb. of bolts std.drilling C H-Flanged Ends B-16.1 Flanged End F J-SMJ End A-21.11 SMJ End B I A ON VALVE SIZE A B C D EJ34 G H J K Weight* 3 8-1/4 4-1/4 2.50 7-3/4 7-1/212-3/8 4-5/8 4-5/8 10 61 4 9-1/4 4-3/4 2.50 9-1/8 9 14-3/4 8-5/8 4-3/4 10 65 6 10-1/4 5 2.50 11-1/8 11 19 8-3/4 6-3/4 12 137 8 11 5-1/4 2.50 13-3/4 13-1/2 22-1/2 8-3/4 6-3/4 14 203 10 12-1/2 6 2.50 15-3/4 16 26-1/2 12-7/8 8-3/4 18 320 12 13-1/2 6-1/2 2.62 18 19 30 12-7/8 8-3/4 18 485 *Add 16#for Indicator Post Plate RECOMMENDED SPECIFICATIONS FOR RESILIENT WEDGE GATE VALVES M&H VALVE COMPANY RESILIENT SEATED GATE VALVE 2" - 12" The valve shall conform to the latest revision of AWWA Resilient Seated Gate Valve Standard C-509 and be UL listed, FM approved. All internal parts shall be accessible without removing the body from the line. The wedge shall be cast iron, completely encapsulated with resilient material. The resilient sealing material shall be permanently bonded to the cast iron wedge with a rubber tearing bond to meet ASTM D429. NRS stems shall be cast bronze with integral collars in compliance with AWWA. OS&Y stems shall be bronze. The NRS stuffing box shall have two 0-ring seals above the thrust collar and one below. The top two O-rings shall be field replaceable without removing the valve from service. There shall be low friction thrust bearings above the stem collar. The stem nut shall be independent of the wedge and of solid bronze.The waterway in the seat area shall be smooth, unobstructed, free of cavities and for valves 4" and larger at least 0.19" greater in diameter than the nominal valve size. The body and bonnet shall be coated both interior and exterior with a fusion bonded heat cured thermo setting material meeting all the application and performance requirements of AWWA C-550. The gasket seal between two surfaces shall employ the use of composition ring type gaskets retained to prevent the possibility of blow out. Each valve shall be hydrostatically tested to the requirements of both AWWA and LJL/FM and be rated for 250 psi AWWA service. Red Top MODEL , i CANAL GATE 2 r i f10 This gate is designed for use on canal and pipeline sys- tems which operate at low"heads"and where a moderatelyAL priced gate is desired. Typical installations include: farm i _. turnouts, control of industrial wastes, drainage and for I ° I tide control.These gates should not be used in systems of E "medium" or"high" head. ! ; I Construction is of grey cast iron with an all-bolted steel ': I o '? f frame. The standard stem is of a special leaded steel _ which resists corrosion. The stem is operated at the structural frame top by a heavy cast-bronze lift nut and a cast iron wheel. ! f I F_..F Adjustable cast iron wedge blocks, held securely in place by two machine bolts,assure a dependable seating closure f { with a practical degree of water tightness. The cast iron seats are machined or ground. A locking device at the lift nut and a solid rim "easy-grip" handwheel are standard features. Optional materials include: bronze seats; stainless steel structural frame and bolts; stainless steel or brass stems; and special epoxy, coal tar or ASTM galvanized coatings When desired, design variations in stem diameter, pitch l and thread rotation are available to match existing j equipment. Extended stems, special lifts, oil seals, stem guides and limit nuts are a few of the optional items — —; , available for use with these gates. ! if IaR ti i See price list for sizes, weights and optional extras. See specification pages for detail. Special variations quoted { upon application. I. Note.-Br onze Lift Nut furnishe"d as standard-on all . Waterman Canal Special materials available include: "Ni-Resist" iron cast "—Gates. s- ings, stainless steel structural frame and assembly bolts, total galvanizing per ASTM A-123; coal tar, and epoxy coatings. Recommended Maximum Seating Heads 1!! f I 6" - 24' 23 foot head 30' - 36" 11 foot head �r-- 42" - 48" 9 foot head I i f 54' - 72" 6 foot head I i Recommended Maximum { I Unseating Head - 0 Frame Types for Various Installation Requirements F Flatback for headwall mountin . <-0100 SB Spigotback for annular or recor spiral corrugated pipe. CIP For solvent cement mounting onto plastic pipe. C With galvanized steel tapered setting collar for concrete or asbestos cement pipe. _ aterman Model C-10 wedging SA Spigotback for annular corrugated pipe. W s stem R R-Seal Spigot offers two point adjustment and larger L f Y j TYPE 4 For mounting on plastic pipe utilizing special ' wedging surfaces for a more positive, two part epoxy. contact - (see following pages for more detailed information) 0 INDUSTRIES, INC. O ZK1U 18. Parts for C-10 ' . GATECANAL 8 �D PARTS LIST IT/ -- 9 No. Name 7 $�$ S 1 FRAME ' 2 COVER 3 WEDGE R&L) f i 4 GUIDE RAIL R&L) 5 HEADRAIL o Is 4 6 STEM e 13 7 HANDWHEEL 9< 8 THRUST COLLAR _ 9 LIFT NUT �• �,�\ Is 10 WEDGE BOLT • �'✓ �� 11 WEDGE NUT /j ° \ ✓ / o c 12 FRAME T 13 FRAME NUT 14 COLLAR BOLT \ 15 COLLAR NUT © > 16 STOP BOLT&NUT 17 LIMIT NUT �Qaa 2 (W/SET SCREW OPTIONAL) II 3 AT COVER (SLIDE) WI SQUARE BOTTOM ( - I I I ' Waterma CL-10 Canal Gates are identical to our m el ` C-10 Gates 'th the exception of the cast iron cc slide) which is of a fla late type construction with rib einforcirIV its face, to withsta the maximum heads noted for our ( 1 177 C-10 gates. This gate ver also featuje a square bottom I ) design,which allows a m open " log-free"flow at points of initial opening. The seat b ' only slightly raised above the cover plat:surface he p ent trash from collecting behind the coc an cause ' iculty in operation. Availableeaded thrust nut true NRS applicati All parts are interchangeabl with our Staod� rd C-10 gate. See price list for sizes available and prices. i I � 0 INDUSTRIES, INC. O NOTES 12 ] Type 2 lubricated ball bearing 10 lift used on 48' and larger G gates. 8 I 20 Applies to spigot back gate only. Optional spigot, shown F in separate detail. ° ° 11 3b 3. All dimensions are also ap- ° ° AEC plicable for model CK-10, y CL-10, & CM-10 gates. —1 ® Add grout pad thickness to B ;. r; anchor bolt projection. Type 3E-2:1 lift used,mounted H F - L to dual headrail. (MIN) BOLT CIA = O b E PROJ = NEE AS o I CIA 1 INCH THICK REO'D 7 I GROUT PAD 4 STOP BOLT BY OTHERS P 3 D RED TOP Piz r, fUW° WATER ° ----- YODEL C-10 J A M CANAL GATE SIZE xx J O S min au► -----;� BOLT DIA = iQ' PROJ = N 2 4 PLCS B 1 K CORRUGATED PIPE C ATTACHED TO SPIGOT BACK FRAME GATE DIMENSIONS IN INCHES GATE 4ZE A B C D E F G H J K L M 02 N P 20 Q PARTS LIST 6 8 97/8 4 �18 27a 10 24 3 31/2 25/a 7 31/2 21/4 1/2 No. Name 8 10 12 47/a '/a 278 10 24 3 33/4 21/2 9 31/2 2'/4 1/2 1 FRAME 10 12 137/a 6 7/8 27/a 10 24 3'/2 33/4 21/2 11 31/2 21/4 1/2 2 COVER 12 14 15'/a 7 7/8 21/8 10 24 4 31/2 3 13 4 2'/4 '/z 3 WEDGE-RIGHT 8 LEFTTE STEM 14 16 177/a 8 '/8 27/8 10 271/2 43/4 33/4 31/4 15 4 21/4 1/2 q 4 WEDGE E BOLTS 15 17 1878 87/8 7/8 27/8 10 30 5 41/2 3'/2 16 4 2'/8 1/2 6 GUIDE RAIL 16 183/4 205/8 978 '/a 27/8 10 32 51/2 41/2 31/2 17 41/2 21/4 5/8 7 STEM SUPPORT 8 21 227/8 101/2 1 31/8 12 34 6 41/2 41/4 19 41/2 2'/4 5/a 8 HEAD RAIL 20 231/4 251/8 113/4 1 31A 12 38 7 43/4 4 21 41/2 21/4 5/e 9 LIFT COL LAR 21 24 257/s 125/16 1 31/8 12 40 7 43/4 4 22 41/2 21/4 5/e 10 HANDWHEEL 24 2 71/4 291/8 13'/a 1 31/8 12 44 8 53/4 41/8 25 41/2 2'/4 5/a 11 LIFT NUT 30 333/4 361/a 173/a 1 1/8 4 15 1 54 10 1 6 41/2 31 6 21/4 3/4 12 LIMIT NUT 36 393/4 421/8 201/2 11/8 4 15 1 62 12 1 61/4 53/8 37 6 21A 3/4 42 453/4 483/8 235/8 11/2 5 18 84 14 7 6 43 6 21/2 3/4 aT 48 513/4 543/8 263/4 11/2 6 24 1 90 16 73/8 61/8 491/8 6 21/2 3/4 ANG1f,*. &OL-r5 54 581/2 611/2 30 2 6 30 10 100 18 77/8 61/2 551/8 7 3 1 If V 60 65 68 34 2 6 30 1M 102 20 81/a 71/8 611/8 8 3'/4 1 AKA N-57— 72 771/2 801/4 41 2 13 5 121 1251/2 10% 83/4 731/4 8 33/a 1 IN�c-�DEv MODEL C10f C-10sb CANAL GATE SCALE CATALOG DWG. NO. REVISION NO. ° INDUSTRIES, INC. NONE M-25 3 Liu IIlIIIIWNOTE:FOR PRELIMINARY DESIGN PURPOSES ONLY DO NOT USE FOR INSTALLATION UNLESS PART OF CERTIFIED 8,APPROVFI7)SURM17TAI n e Typical Specifications Waterman Model C-10 Canal Gate General The gates shall be self-contained with yoke mounted bench stand operators with rising stem, or self- contained with either non-rising stem extension (NRE) or rising stem extension (RSE), or with separate stem guides and operators, in accordance with the requirements of these specifications. Specific gate design and configuration shall be as noted in gate schedule or shown on plans. Frame and Cover (Slide) The frame and cover(slide) shall be cast iron with machined seating faces. Seating surfaces of both frame and cover shall be assembled so that maximum clearance between seating faces shall be .004 when in fully closed and wedged position. The frame shall be flatback or spigotback,or other special mounting configuration as specified herein or shown on plans. Grooves shall be cast on the vertical sides of the cover to match guide angles.The cover shall be of domed design to withstand maximum seating head as specified following: Gate Size Max. Seating Head (ft) 6"-24" 23 30"-36" 11 42"-48" 9 54"-72" 6 The guide rails and head rails shall be minimum 1/4-inch thick structural steel, designed and built to withstand the total thrust of the gate slide due to water pressure and wedge action. There shall be one adjustable cast iron wedge per side, located on the horizontal centerline of the gate. The cover wedge shall be integrally cast with the cover,while the other half of the wedging system shall be attached to the guide rail with two bolts. The wedges shall have smooth bearing surfaces and shall be adjustable to insure effective contact between gate seating surfaces. Stem The stem shall be cold finished steel of suitable length and ample strength for the intended service. The stem diameter shall be capable of withstanding twice the rated output of the operator at 40 pound pull, and shall be supported such that the L/r ratio for the unsupported part of the stem shall not exceed 200. When rising stem extension is used, the stem extension shall be supported with clamp type (Type SK) stem guides such that a rigid installation shall be provided. Bearing type collars shall be attached to the stem to reduce clearance between pipe I.D.and stem,and shall be so spaced that the L/r ratio of the stem does not exceed 200. Operators Manual operated lifting mechanisms shall be as indicated on the plan drawings or in the gate schedule. Handwheel type lifts shall have threaded bronze lift nut to match stem. Threads shall be machine cut, acme type, and right hand unless otherwise specified. An arrow shall be cast on the handwheel to indicate the direction of rotation to open the gate.A maximum effort of 40 pounds shall be required to operate the gate after it is unseated, based on the maximum specified head. The canal gates shall be Waterman Model C-10 or approved equal. Materials rame, Cover(Slide), handwheel - Cast Iron -ASTM A-126; Class B Rails and Yoke-Structural Steel -ASTM A-36 Stem - Leaded Cold Rolled Steel -ASTM A-108, Type 121-14 Lift Nut- Bronze-ASTM B-584,Alloy 844 or 865 Assembly Hardware and Fasteners-Galvanized per ASTM A-153 Paint-Manufacturer's Standard Optional Items Include: Galvanized Steel or 304 or 316 Stainless Steel Rails and Yoke Type 304 or 316 Stainless Steel or Brass Stems Stainless Steel Assembly Hardware Structural Steel Pipe (w/cast iron brackets) NRE and RSE Stem Extensions Total Galvanizing per ASTM A-123 (Frame, Cover, Rails, Lift, Etc.— Special Paint Finish: Coal Tar Epoxy, Polyamide Epoxy, Etc. Fl INDUSTRIES, INC. LOCO- 26. PWMpe , Data Sheet : Streamline Solvent Weld Pipe- IPS Size IPS Pressure Rated PVC 1120 August 1985 Streamline P.R. 160-SDR 26 Conforms to: ASTM D2241,D1784 cell class 12454-A, B Nominal Minimum Approx. Approx. List Price Pipe Outside Inside Wall Weight Crate Crate Per 100' Size Diameter Diameter Thickness Per 100' Quantities Weight Bell End 1'h 1.660 1.532 0.064 21.0 3920 823 $ 1'/2 1.900 1.754 0.073 27.4 3020 827 2 2.375 2.193 0.091 42.7 2100 897 21/2 2.875 2.655 0.110 62.5 1460 913 _ 3 3.500 3.230 0.135 93.4 1500 1401 4 4.500 4.154 0.173 153.9 960 1477 5 5.563 5.135 0.214 235.4 660 1554 6 6.625 6.115 0.255 334.0 360 1202 8 8.625 7.961 0.332 566.1 300 1698 10 10.750 9.924 0.413 877.8 240 2107 12 12.750 11.770 0.490 1235.2 120 1482 Streamline P.R. 200-SDR�21 Conform�to: ASTM D2241, D1784 cell class 12454-A, B Nominal Minimum Approx. Approx. List Price Pipe Outside Inside Wall Weight Crate Crate Per 100' Size Diameter Diameter Thickness Per 100' Quantities Weight Bell End 3/4 1.050 0.930 0.060 12.2 8100 988 $ 1' 1.315 1.189 0.063 16.2 6300 1021 11/4 1.660 1.502 0.079 25.7 3920 1007 1'/2' 1.900 1.720 0.090 33.5 3020 1012 2' 2.375 2.149 0.113 52.6 2100 1105 21/2' 2.875 2.601 0.137 77.1 1460 1126 _ 3 3.500 3.166 0.167 114.4 1500 1716 4 4.500 4.072 0.214 188.6 960 1811 5 5.563 5.033 0.265 288.7 660 1905 6 6.625 5.993 0.316 409.9 360 1476 8 8.625 7.805 0.410 692.5 300 2078 'Ind¢ates IAPM0 acceptance Streamline P.R. 315-SDR 13.5 Conforms to: ASTM D2241, D1784 cell class 12454-A, B Nominal Minimum Approx. Approx. Pipe Outside Inside Wall Weight Crate Crate List Price Size Diameter Diameter Thickness Per 100' Quantities Weight Per 100' 1/2 0.840 0.716 0.062 9.9 10.000 980 $ 3/4 1.050 0.894 0.078 15.6 8100 1264 1 1.315 1.121 0.097 24.3 6300 1531 11/4 1.660 1.414 0.123 38.9 3920 1525 1112 1.900 1.618 0.141 51.0 3020 1540 2 2.375 2.023 0.176 79.6 2100 1672 21h 2.875 2.449 0.213 116.6 1460 1702 3 3.500 2.982 0.259 172.6 1500 2589 4 4.500 3.834 0.333 285.3 960 2739 'Indicates IAPMO acceptance. General Notes: 1. All pipe NSF listed. 2. Bell end-20' length overall except PR. 315 has plain end. 3. All orders subject to final acceptance at Eugene office. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 2220 Nugget Way, Eugene, Oregon 97403 503/747-4255 Telex No. 151040 PWPIPE Griffin, • Products • ONE S Technical , 1 ta Sheet No , Ductile Iron Pip Mechanical Join wm Thickness Class Designation Specifications Pipe shall be ductile iron manufactured in accor- dance with the requirements of ANSI/AWWA --- -- --------- C151/A21.51. Mechanical joints for such pipe shall be in accordance with ANSI/AWWA C111/A21.11. Pipe shall be Griffin or equal. Pipe thickness shall be designed in accordance with ANSI/AWWA C150/A21.50 and shall be based on laying condi- tions and internal pressure as specified in the project plans. Pipe shall have cement mortar lining and seal ------ --1 coating, where applicable, in accordance with __ _____:_:_----________ _ _ x Y ANSI/AWWA C104/A21.4. Dimensions & Weights Pipe Barrel Laying Length Super Bell-Tite 18 ft. 20 fL Mechanical Joint A B C D X Y Y rSize Thick. Nom. Nom. Gland Dia.Bolt Socket Socket Defl. Wt Per Max. Wt Per Max. Class Thick. O.D. O.D. Circle O.D. Depth An le L h. t Defl. L .t Defl. in. in. In. in. in. in. In. deg. lb. In. lb. in. 51 0.25 3.96 7.69 6.19 7.62 2.50 8°-18' 170 31.0 52 0.28 3.96 7.69 6.19 7.62 2.50 8°-18' 185 31.0 3 53 0.31 3.96 7.69 6.19 7.62 2.50 8°-18' 205 31.0 54 0.34 3.96 7.69 6.19 7.62 2.50 8°-18' 220 31.0 55 0.37 3.96 7.69 6.19 7.62 2.50 8'-18' 240 31.0 56 0.40 3.96 7.69 6.19 7.62 2.50 8°-18' 255 31.0 51 0.26 4.80 9.12 7.50 9.06 2.50 8°-18' 215 31.0 52 0.29 4.80 9.12 7.50 9.06 2.50 8°-18' 240 31.0 4 53 0.32 4.80 9.12 7.50 9.06 2.50 8°-18' 260 31.0 54 0.35 4.80 9.12 7.50 9.06 2.50 8°-18' 285 31.0 55 0.38 4.80 9.12 7.50 9.06 2.50 8°-18' 305 31.0 56 0.41 4.80 9.12 7.50 9.06 2.50 8°-18' 325 31.0 50 0.25 6.90 11.12 9.50 11.06 2.50 7°-7' 305 27.0 340 30 51 0.28 6.90 11.12 9.50 11.06 2.50 70-T 340 27.0 375 30 6 52 0.31 6.90 11.12 9.50 11.06 2.50 70-T 370 27.0 410 30 53 0.34 6.90 11.12 9.50 11.06 2.50 7°-7' 405 27.0 445 30 54 0.37 6.90 11.12 9.50 11.06 2.50 7°-T 435 27.0 480 30 55 0.40 6.90 11.12 9.50 11.06 2.50 7°-T 470 27.0 520 30 56 0.43 6.90 11.12 9.50 11.06 2.50 7°-T 500 27.0 550 30 50 0.27 9.05 13.37 11.75 13.31 2.50 5°-21' 435 20.0 480 22 51 0.30 9.05 13.37 11.75 13.31 2.50 5°-21' 480 20.0 530 22 8 52 0.33 9.05 13.37 11.75 13.31 2.50 5°-21' 525 20.0 580 22 53 0.36 9.05 13.37 11.75 13.31 2.50 5°-21' 565 20.0 625 22 54 0.39 9.05 13.37 11.75 13.31 2.50 50-21' 610 20.0 675 22 55 0.42 9.05 13.37 11.75 13.31 2.50 5°-21' 650 20.0 720 22 NOTE. 12"THRU 24" 56 0.45 9.05 13.37 11.75 13.31 2.50 50-21' 695 20.0 770 22 continued on back. 50 0.29 11.10 15.62 14.00 15.62 2.50 5°-21' 575 20.0 635 22 51 0.32 11.10 15.62 14.00 15.62 2.50 50-21' 630 20.0 695 22 10 52 0.35 11.10 15.62 14.00 15.62 2.50 50-21' 685 20.0 755 22 53 0.38 11.10 15.62 14.00 15.62 2.50 50-21' 735 20.0 815 22 54 0.41 11.10 15.62 14.00 15.62 2.50 5°-21' 790 20.0 875 22 55 0.44 11.10 15.62 14.00 15.62 2.50 5°-21' 845 20.0 935 22 56 0.47 11.101 15.62 14.00 15.62 2.50 5°-21' 895 20.0 1 990 22 Plants and Regional Sales Offices: Council Bluffs, Iowa 51501 Florence,New Jersey 08518 Lynchburg,Virginia 24505 2601 Ninth Avenue 1100 West Front Street Adams St.-Upper Basin,Box 740 712/325-5131 Fax 712/325-5139 609/499-1400 1-800-272-2006 804/522-4742 Fax 804/522-4739 Fax 609/499-4868 Ductile Iron Pipe Mechanical Joint Dimensions & Weights Continued Pipe Barrel Lavino Len th Super Bell-Tite 18 ft. 20 ft. Mechanical Joint A B C D X Y Y Size Thick. Nom. Nom. Gland Dia.Bolt Socket Socket Dell. Wt.Per Max. Wt.Per Max. Class Thick. O.D. O.D. Circle O.D. Depth Angle L tht Dell. Lgth.1 Dell. in. in. in. in. In. in. in. deg. lb. In. lb. in. 50 0.31 13.20 17.88 16.25 17.88 2.50 5°-21' 730 20.0 805 22 51 0.34 13.20 17.88 16.25 17.88 2.50 5°-21' 795 20.0 875 22 1 52 0.37 13.20 17.88 16.25 17.88 2.50 5°-21' 860 20.0 1 950 22 53 0.40 13.20 17.88 16.25 17.88 2.50 5°-21' 925 20.0 1 1.020 22 54 0.43 13.20 17.88 16.25 17.88 2.50 5°-21' 985 20.0 1 1,095 22 55 0.46 13.20 17.88 16.25 17.88 2.50 5°-21' 1050 20.0 1 1165 22 56 0.49 13.20 17.88 16.25 17.88 2.50 5"-21' 1115 20.0 1 1235 22 50 0.33 15.30 20.25 18.75 20.25 3.50 3°-35' 915 13.5 I 1,010 15 51 0.36 15.30 20.25 18.75 20.25 3.50 3"-35' 990 13.5 I 1095 15 52 0.39 15.30 20.25 18.75 20.25 3.50 3°-35' 1065 13.5 1180 15 14 53 0.42 15.30 20.25 18.75 20.25 3.50 3°-35' 1,145 13.5 1 1265 15 54 0.45 15.30 20.25 18.75 20.25 3.50 3°-35' 1,215 13.5 1 1345 15 55 0.48 15.30 20.25 18.75 20.25 3.50 3"-35' 1,290 13.5 1 1,430 15 56 0.51 15.30 20.25 18.75 20.25 3.50 3°-35' 1365 13.5 1 1510 15 50 0.34 17.40 22.50 21.00 22.50 3.50 3°-35' 1,080 13.5 1 1190 15 0.37 17.40 22.50 21.00 22.50 3.50 3°-35' 1165 13.5 1285 15 oi�66 52 0.40 17.40 22.50 21.00 22.50 3.50 3°-35' 1,250 13.5 1380 15 / 0.43 17.40 22.50 21.00 22.50 3.50 3°-35' 1335 13.5 1475 15 1 54 0.46 17.40 22.50 21.00 22.50 3.50 3"-35' 1,420 13.5 1570 15 55 0.49 17.40 22.50 21.00 22.50 3.50 3°-35' 1,510 13.5 1 1,670 15 56 0.52 17.40 22.50 21.00 22.50 3.50 3"-35' 1,595 13.5 1 1,760 15 1 50 0.35 19.50 24.75 23.25 24.75 3.50 3"-0' 1,375 12 51 0.38 19.50 24.75 23.25 24.75 3.50 37-0' 1480 12 1 w 52 0.41 19.50 24.75 23.25 24.75 3.50 3°-0' 1,590 12 `S!J 53 0.44 19.50 24.75 23.25 24.75 3.50 3-41,695 12 54 0.47 19.50 24.75 23.25 24.75 3.50 3"-0' 1,805 12 55 0.50 19.50 24.75 23.25 24.75 3.50 3"-0' 1910 12 56 0.53 19.50 24.75 23.25 24.75 3.50 3"-0' 2,020 12 50 0.36 21.60 27.00 25.50 27.00 3.50 3"-0' 1,570 12 51 0.39 21.60 27.00 25.50 27.00 3.50 3°-0' 1690 12 20 52 0.42 21.60 27.00 25.50 27.00 3.50 3°-0' 1,810 12 53 0.45 21.60 27.00 25.50 27.00 3.50 3°-0' 1,930 12 54 0.48 21.60 27.00 25.50 27.00 3.50 3°-0' 2,050 12 55 0.51 21.60 27.00 25.50 27.00 3.50 3°-0' 2,165 12 56 0.54 21.60 27.00 25.50 27.00 3.50 3"-0' 2,285 12 50 0.38 25.80 31.50 30.00 31.50 3.50 2"-23' 1,980 10 51 0.41 25.80 31.50 30.00 31.50 3.50 2°-23' 2,125 10 24 52 0.44 25.80 31.50 30.00 31.50 3.50 2"-23' 2,270 10 53 0.47 25.80 31.50 30.00 31.50 3.50 2"-23' 2,410 10 54 0.50 25!801 31.50 30.00 31.50 3.50 2°-23' 2,555 10 55 0.53 25,801 31.50 30.00 31.50 3.50 2°-23' 2,700 10 56 0.56 25.801 31.50 30.00 31.50 3.50 2°-23' 2,840 10 t Including bell. Pipe is normally manufactured with a cement-mortar lining. Above weights do not include lining. Standard lining thickness for 4"- 12' diameter pipe is'tie"minimum: for 14"-24"diameter pipe is 3132" minimum. Weights are shown less accessories. Refer to technical data sheets ! 102 or 103 for accessory weights. • a ' 1 Griffin " Products Co. INOUSTRIES Technical Data Sheet No. ' . • A onP'pe ton° Joint Thickness Class Designation Specifications Pipe shall be ductile iron manufactured in accor- dance with the requirements of ANSI/AWWA C151/A21.51. Push-on joints for such pipe shall be in accordance with ANSI/AWWA C111/A21.11. Pipe B shall be Griffin or equal. Pipe thickness shall be designed in accordance with ANSI/AWWA A C150/A21.50 and shall be based on laying condi- tions and internal pressure as specified in the project plans. Pipe shall have cement mortar lining and seal _______---- ------ Y coating, where applicable, in accordance with --- --------- X ANSI/AWWA C104/A21.4. T Dimensions & Weights Pie Barrel Lavina Len th Tyton Joint 18 ft. 20 ft. A B X Y Y Size Thick. Nom. Nom. Bell Bell Defl. WL Per Max. Wt. Per Max. Class Thick. O.D. O.D. Depth Angle L th.t Defl. L th.t Defl. in. in. in. in. In. deg. lb. in. lb. in. 51 0.25 3.96 5.48 3.15 5 168 19 52 0.28 3.96 5.48 3.15 5 186 19 3 53 0.31 3.96 5.48 3.15 5 2 44 19 54 0.34 3.96 5.48 3.15 5 1 221 19 55 0.37 3.96 5.48 3.15 5 238 19 56 0.40 3.96 5.48 3.15 5 254 19 51 0.26 4.80 6.52 3.38 5 214 19 52 0.29 4.80 6.52 3.38 5 236 19 4 A 53 0.32 4.80 6.52 3.38 5 258 19 54 0.35 4.80 6.52 3.38 5 280 19 55 0.38 4.80 6.52 3.38 5 301 19 56 0.41 4.80 6.52 3.38 5 1 321 19 50 0.25 6.90 8.66 3.69 5 1 304 19 336 21 51 0.28 6.90 8.66 3.69 5 1 337 19 372 21 6 52 0.31 6.90 8.66 3.69 5 1 370 19 409 21 53 0.34 6.90 8.66 3.69 5 402 19 445 21 54 0.37 6.90 8.66 3.69 5 1 434 19 481 21 55 0.40 6.90 8.66 3.69 5 1 466 19 516 21 56 0.43 6.90 8.66 3.69 5 497 19 551 21 50 0.27 9.05 10.82 3.75 5 431 19 477 21 0.36 9.05 10.82 3.75-5 475 19 526 21 8 52 0.33 9.05 10.82 3.75 5 519 19 574 21 53 0.36 9.05 10.82 3.75 5 562 19 622 21 54 0.39 9.05 10.82 3.75 5 605 19 670 21 55 0.42 9.05 10.82 3.75 5 648 19 718 21 NOTE: 12"THRU 24" 56 0.45 9.05 10.82 3.75 5 691 19 765 21 continued on back. 50 0.29 11.10 12.91 3.75 5 1 569 19 630 21 51 0.32 11.10 12.91 3.75 5 1 624 19 1 690 21 10 52 0.35 11.10 12.91 3.75 5 678 19 1 750 21 53 0.38 11.10 12.91 3.75 5 732 19 810 21 54 0.41 11.10 12.91 3.75 5 785 19 870 21 55 0.44 11.10 12.91 3.75 5 839 19 929 21 56 0.47 11.10 12.91 3.75 5 892 19 988 21 Tyton®Joint is a registered trademark of U.S. Pipe and Foundry Co. Plants and Regional Sales Offices: Council Bluffs, Iowa 51501 Florence,New Jersey 08518 Lynchburg,Virginia 24505 2601 Ninth Avenue 1100 West Front Street Adams St.-Upper Basin,Box 740 712/325-5131 Fax 712/325-5139 609/499-1400 1-800-272-2006 804/522-4742 Fax 804/522-4739 Fax 609/499-4868 Ductile Iron Pipe Tyton Joint Dimensions & Weights Continued Pie Barrel Laying Length Tyton Joint 18 ft. 20 ft Lel B X Y Y Size Thick. Nom. Nom. Bell Defl. Wt Per Max. Wt. Per Max. Class Thick. O.D. De th An le L th t Dell. L th.1 Defl. in. In. In. in. deg. lb. In. lb. in. 50 0.31 13.20 15.05 3.75 5 724 19 801 21 51 0.34 13.20 15.05 3.75 5 790 19 874 21 1 52 0.37 13.20 15.05 3.75 5 854 19 946 21 53 0.40 13.20 15.05 3.75 5 919 19 1,017 21 54 0.43 13.20 15.05 3.75 5 983 19 1,089 21 55 0.46 13.20 15.05 3.75 5 1,047 19 1,160 21 6 0.49 13.20 15.05 3.75 5 77111 19 17230 1 50 0.33 15.30 17.62 5.00 5 909 19 1,004 21 51 0.36 15.30 17.62 5.00 5 985 19 1,088 21 14 52 0.39 15.30 17.62 5.00 5 1,060 19 1,172 21 53 0.42 15.30 17.62 5.00 5 1,135 19 1,256 21 54 0.45 15.30 17.62 5.00 5 1,210 19 1,339 21 55 0.48 15.30 17.62 5.00 5 1,285 19 1,422 21 56 0.51 15.30 17.62 5.00 5 1,359 19 1,504 21 50 0.34 17.40 19.74 5.00 5 1,066 19 1,177 21 51 0.37 17.40 19.74 5.00 5 1,152 19 1,273 21 1 w 0.40 17.40 19.74 5.00 5 1,239 19 1,369 21 b1 b3 0.43 17.40 19.74 5.00 5 1,325 19 1,465 21 54 0.46 17.46 19.74 5.00 5 1,410 19 1,560 21 55 0.49 17.40 19.74 .00 5 1,496 19 1,655 21 56 0.52 17.40 19.74 5.00 5 1,581 19 1,750 21 50 0.35 19.50 21.86 5.00 5 1,356 21 51 0.38 19.50 21.8 55.00 5 1,464 21 1 52 0.41 19.50 21.86 5.00 5 1,572 21 53 0.44 19.50 21.86 5.00 5 1,679 21 54 0.47 19.50 21.86 5.00 5 1,787 21 5 0.50 19.50 21.86 5.00 5 1,894 21 56 0.53 19.50 21.86 5.00 5 2,000 21 50 0.36 21.60 23.98 5.50 5 1,542 21 c'S 1-32 0.39 21.60 23.98 5.50 5 1,662 21 0.42 21.60 23.98 5.50 5 1,782 21 53 0.45 21.60 23.98 5.50 5 1,902 21 54 0.48 21.60 23.98 5.50 5 2,021 21 55 0.51 21.60 23.98 5.50 5 2,140 21 56 0.54 21.60 23.98 5.50 5 2,259 21 50 0.38 25.80 28.16 5.95 5 1,953 21 51 0.41 25.80 28.16 5.95 5 2,097 21 4 52 0.44 25.80 28.16 6.95 5 2,241 21 53 0.47 25.80 28.16 5.95 5 2,385 21 54 0.50 25.80 28.16-, 5.95 5 2,528 21 55 0.53 25.80 28.16 5.95 5 2,671 21 56 0.56 25.80 28.16 5.95 5 2,814 21 t Including bell. Pipe is normally manufactured with a cement-mortar lining. Above weights do not include lining. Standard lining thickness for 4'- 12' diameter pipe is'/a"minimum: for 14"-24"diameter pipe is'h2' minimum. �,� ' • INSTANT RESTRAINT WITH GRIFFIN'S FIELD L0K®. . • GASKET SYSTEM* Griffm's FIELD LOK gasket system is a truly unique means of providing instant joint restraint for 4" through 12" Ductile Iron TYTON JOINT® pipe and fittings. By simply inserting a FIELD LOK gasket into the socket, joint restraint is provided. No pipe surface preparation is required. Stainless steel locking segment the FIELD LOK gasket gripthe pipe to revent se aration FIELD LOK askets are suitable for maximum working res sures of 250 si. There are definite advantages associated with the use of the FIELD LOK gasket system. Field cut pipe are no longer a problem to restrain, as no acces- sories are required other than the FIELD LOK gasket. Field cut ends must be beveled in the same manner as field cut ends are prepared on push-on joint pipe. With the FIELD LOK gasket in place, the joints are restrained without thrust blocks, bolts, grooves, rods, clamps, or retainer glands, resulting in savings of labor, material, and time. Although new in the United States, the FIELD LOK gasket joint restraining system has had years of successful experience in Europe. *U.S. PATENT NUMBER 3963298 _1 FIELD LOK3, TYTON3 &TYTON JOINT° are registered trademarks of U.S. J Pipe & Foundry Company (J Grinnell, comparative specification data ,79" CAS/NG P I PF- 3175 WA LL:) Specification A53 NPS '/a — 26 STD, XS and XXS,ANSI Schedules 10 through 160 Scope Covers Seamless and Welde Black nd hot-dipped galvanized nominal(average)wall pipe for coiling,bending,flanging and other special purposes and is s e for welding.Continuous-Welded pipe is not intended for flanging.Purpose for which pipe is intended should be stated on order. Kinds of Steel Open-hearth Basic-Oxygen Permitted For Electric-furnace Pipe Material Hot-Dipped Sets standards for coating of pipe with zinc inside and outside by the hot-dipped process.Weight of coating must not average Galvanizing less than 1.8 oz.per square foot and not less than 1.6 oz.per square foot. Permissible The minimum wall thickness at any point shall not be more than 12.5%under the nominal wall thickness specified. Variations in Wall Thickness Chemical C max% Mn max% P max% S max% Requirements Seamless ERW Grade 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Continuous-weld — — 0.08 0.06 Tensile Continuous Seamless and Electric- Requirements Welded resistance-welded Grade A Grade B Tensile Strength,min.,psi ........................... 45,000 48,000 60,000 Yield Strength,min.,psi ............................ 25,000 30,000 35,000 Hydrostatic Hydrostatic inspection test pressures for plain end and threaded and coupled pipe are specified.Hydrostatic pressure shall be Testing maintained for not less than 5 seconds for all sizes of seamless and electric resistance-weld pipe. Permissible Plus or Minus 10% Variations in Weights per Foot Permissible Outside Diameter at any point shalll not vary from standard specified more than— Variations in For NPS 11/2 and Smaller Sizes For NPS 2 and Larger Sizes Outside Diameter 1/64'over 1/3e under 1%over 1%under Mechanical Tests Tensile Test—Transverse required on ERW for NPS 8 and larger. Specified Bending Test(Cold)—STD and XS-NPS 2 and under XXS-NPS 11/4 and under. Degree of Bend Diameter of Mandrel For Normal A53 Uses 90 12 x nom.dia.of pipe For Close Coiling 180 8 x nom.dia.of pipe Flattening Test—NPS 2 and larger STD and XS.(Not required for XXS pipe). Number of Seamless and Electric-Resistance-Welded—Bending,flattening,tensile on one length of pipe from each lot of 500 lengths Tests Required or less of a size. Continuous-Weld—Bending,flattening,tensile. NPS 11/2&smaller NPS 2&larger one/25 tons one/50 tons Lengths Standard Weight Single Random—16'-22'.5%may be jointers.If Plain Ends—5%may be 12'-16'. Double Random—Shortest Length 22',minimum average for order 35'. Extra Strong&Double Extra Strong Single Random—12'-22'.5%may be 6'-12'. Double Random(XS and lighter)—Shortest Length 22',minimum average for order 35'. Lengths longer than single random with wall thicknesses heavier than XS subject to negotiation. Required Markings Rolled,Stamped or Stenciled(Mfgrs.option) on Each Length Name or brand of manufacturer. (On Tags attached to Kind of pipe,that is,Continuous Welded,Electric-Resistance-Welded A,Electric-Resistance-Welded B,Seamless A;or each Bundle in case Seamless B;XS for extra strong,XXS for double extra strong. of Bundled Pipe) ASTM A 53. Length of pipe. General Couplings—Applied handling tight.Couplings,2'and smaller straight tapped,other sizes taper tapped. Information Thread Protection—Applied to pipe 4'and larger. End Finish(unless otherwise specified)—STD or XS,or wall thicknesses less than 0.500 in.(excluding XXS):Plain end beveled.All XXS and wall thicknesses over 0.500 in.:Plain end square cut. NOTE:This general information is from ASTM Standards and API Specification 5L. Please refer to the specific Standard or Specification for complete details. ,TJ�LEQ MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS SAMPLE SPECIFICATIONS EMI r L 3" THRU 24" MECHANICAL JOINT DUCTILE -� IRON FITTINGS shall be produced in - x • accordance with all applicable terms and 28° provisions of ANSI/AWWA CI53/A21.53 '° s NSI/AWWA C11 1 A21.1 1. NOTE: Fittings are cement-lined and seal T coated in accordance with ANSI/AWWA o.12i". 2' C104/A21.4; so avai a e double cement 0.75in. 0.31 in. 1ne or are. See list price sheet for details. s K 1 D C F A K JOINT DIMENSIONS IN INCHES Size A Dia. B C Dia. D Dia. F Dia. J Dia. K' Dia. K'Dia. L M S T X Dia. Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 3/. s/8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 7/8 3/4x3'/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 7/8 3/.x3'/2 6 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 7/8 3/.x3'/2 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 7/8 3/,x3'/2 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 . 7/8 3/4x3'/2 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .47 7/8 3/.x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 7/8 3/,x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 7/8 3/ex4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.44 - .69 .57 7/8 3/.x4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 7/8 3/,x41/2 16 BENDS R f R R a / 1 A A I T 4A'I T�P� LT� A� A 90' Bends (1/4) 45 Bends (1/8) 22'/2° Bends (1/16) 111/.0 (1/32) Dimensions Dimensions Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 .34 4.5 4.0 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 .37 6.5 6.0 48 3.50 7.25 38 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 .41 9.5 9.0 107 5.01 10.88 81 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 111 3.86 16.90 80 2.56 20.90 79 14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17.25 148 2.59 21.25 131 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 15.5 14.0 410 7.50 14.50 289 7.50 30.19 292 7.50 60.94 287 20 .60 17.0 15.5 505 8.00 16.88 348 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 475 9.00 37.69 460 9.00 76.12 457 10-16-95 Tyler Pipe/Utilities Divisicn •P.O.Box 2027•Tyler,Texas 75710•(903)882-5511 i Iti1E16 G SPECIFICATIONS &�DATA SAMPLE SPECIFICATION .__,.__ Mechanical joint restraint shall be incorporated in the design of the / ewer gland and shall include a restraining mechanism which,when X ' .aced,imparts multiple wedging action against the pipe,Increasing O / its resistance as the pressure increases.Flexibility of the joint shall be maintained after burial.Glands shall be manufactured of ductile iron conforming to AST .A 536-80.Restraining devices shall be of ductile iron heat treated to a minimum hardness of 370 BHN.Dimensions of the gland shall be such that it can be used with the standardized mechanical joint bell and tee-head bolts conforming to ANSVAWWA A21.11 and ANSUAWWA CI53/A2153 of latest revision.Twist-off nuts C shall be used to insure proper actuating of the restraining devices. F The mechanical joint restraint device shall have a working pressure of 1 at least 250 psi with a minimum safety factor of 2:1 and shall be EBAA \ 1 Iron,Inc.,MEGALUG or equal. KZ BRIEF SPECIFICATIONS FOR 1100 SERIES t � NUIU`{AL SERIES APPROX. RATED PIPE NUP BER SHIPPLNG PRESSURE SIZE Wr.(LBS.) 2:1 3 1103 I 6.50 350 4 1104 7.00 350 6 1106 12.00 350 10 1108 i 1550 350 12 1112 34.0) 350 REAR VIEW FRONT VIEW 12 1I12 I 34.C�3 350 14 1114 43.30 350 I6 1116 56.00 350 M 1 *C3 18 1118 I 59.CO 250 20 1124 1 39.50 250 24 1124 i 139.00 250 I I 30 1130 I 199.00 250 36 1136 230.00 250 0.75P i0.7542 1142 383.00 25048 1148 472.00 250For Test pressures above the rated pressures shown,consult theengineering department of EBAA Iron,Inc.,for recommendations. 0 12 I EBAA•Seal gaskets are provided with the 30'through 48"MEGALUGS. 1 j F C Also provided with the 42'and 48"sizes are extra length T-bolts.The SECTION A-A t SECTION B-B gaskes and bolts are provided to facilitate easier assembly of the 0.12 mechanical joint and are required on the above referenced sizes to obtain the pressure ratings and safety factors shown. For projects using large diameter restraints,please contact this office 1D NUT QQ SPACER for our design recommendations. Q2 SHOULDER BOLT ®WEDGE S"RES C I D F I J M I X I 1`10.OF I NO.OF P I P WiTICTS' Kl ` WEDGES I BOLTS TWISTED OFF 1103 4.84 227 4.06 i 6.19 0.621 V4 2 4 936: 9.06 t 7.6y 1104 5M 227 490 730 0.751 '/a 2 4 1020; 9M i.12 6 S02 227 7.00( 930 0.881 '/a 3 6 1230' 12.00 '11.12 1106 IM7 231 9.151 11.75 1.00 i 7/3 4 6 14.45 1 14.15 33 1222 237 1120 114CA I.00' '/a 6 8 16N 1620 j 3. 1112 14-32 237 1330 16.25 1.251 1/a 8 8 N, 1830 .7.28 1114 16.40 169 15.44 18.75 1.50 7/a 10 10 20.641 20.94 120251 I 1116 1&50 169 17N 2IM 1.56 7/a 12 I 12 22 60; 229U I c`��^�7 I H.D. FOWLER COMPANY I 1118 22.70 2.69 29.74 2530 1.63 Vs 12 12 2470 i 27.10 24.r 1120 2270 169 21.14 2530 1.69 7/a 14 I 14 2680 27.10 27.00 1124 269 212 2594 30-CO 1.81 7/a 16 16 32.94 j 3264 j EN j t LT0 3329 338 3117 36 88 2 25 1 Va 20 20 39.17- 38.87 -9.12 Bellevue,WA Olympia,WA Beaverton,OR 1I36 3939 338 3547 4775 21s lye 24 24 45.41; 45.17 ;4cC0 (206)746-8400 206 459-730a 503)626-2466 1142 45.79 136 50.67 50.62 388 t�5 28 29 V-17: 5557 «=48 ( ) ( 1148 5109 436 5097 5730 3.88 14'a 32 32 6117; 61.87 i 5736 j Sumner,WA Vancouver, BC Portland,OR A DOEySONS ARE pyrKMAND ARE BpWECTTOCr wmipUTfC7tCE (206)863-8600 (604)421-6844 (503)656-3900 LISTINGS AND APPROVALS FOR SERIES 1100 bIEGALUG Sizes 3-through 24"are listed by Underwriters Laboratories,Inc.,category FrJKF"Fittings, Retainer Type,"with a deflection angle of five degrees(3' through 12")and two and a half degrees(14"through 241.The listing file number is EX2836.Sizes 3"through L'"are Factory Mutual approved. P. • Box 857 Easdand, EBAA*, IRON CALL TOLL FREE 800433-1716 l , Phone:8171629-1731 RNP-June 1, 1996 ROMAC INDUSTRIES, V INC. Style- c6 501„ Straight, Transition 6W1-800-426-9341 and Long Barrel Couplings N Center Rings: Ductile iron per ASTM A 536, Grade 65-45-12.Yellow pshopcoat. Epoxy and special coatings available on request. A ROMAC ORIGINAL - 1970 �. The First Color Coded Ductile Iron Coupling CC v End Rings: Ductile iron per ASTM A 536, Grade 65-45-12. Color coded Interchangeable Gaskets and RED for O.D. and Std. Stl., BLACK for cast iron and YELLOW for A/C. End Rings Reduce Inventory Gaskets: Virgin SBR per ASTM D 2000 MBA 710,compounded for water C- and sewer service.Other compounds available on request. `n � HSf. � Bolts and Nuts: Trackhead bolts, heavy hex nuts, UNC s/a" rolled thread, high strength, low alloy, corrosion resistant steel per AWWA C111. . .... Other materials or special coatings available on request.CC certified to ANSI/NSF 61 Options: For other options and specifications, see Page 2-24. A ARNING:Flexible couplings do not provide protection against possible pullout of pipe 6"501 endsin unrestrained conditions. See Page 6-4 for appropriate restraint system. Coupling NOM. ONE END BY OTHER END BY CTR APPROX PIPE COLOR GASKET APPROX. COLOR GASKET APPROX. RING WEIGHT SIZE CODE RANGE USE X CODE RANGE USE X LGTH (lbs.) 2" 2.38-2.55 Std.Stl.,D.I.&PVC X 2.38-2.55 Std.Stl,D.I.&PVC X1 5"' 9# 777727277277=7-- 3 ;, 3.48 3.65 Std.Stl.&PVC X 3.48-3.65 Std.Stl.&PVC X 5"1 13# z 3.65-3.82 C.I.&PVC + 3.65-3.82 C.I.&PVC 101, 17# t 3.80 4.05 O.D.Stl. 3.80 4.05 O.D.Stl. 4.06-4.31 Riv.Stl. 4.06-4.31 Riv.Stl. 5" 16# 4.50-4.70 Std.Stl. 4.50-4.70 Std.Stl. 7" 22# 4„ 4.50-4.81 Std.Stl.,D.I.&PVC X 4.50-4.81 Std.Stl.,D.I.&PVC X 4.80-5.00 Cast Iron&PVC 4.80-5.00 Cast Iron&PVC 10" 27# 4.74-5.10 C.I.&A/CME 4.74-5.10 C.I.&A/CME 12" 28# 5.11 -5.30 A/C R.B. 5.11 -5.30 A/C R.B. YELLOW 5.11 -5.40 A/C R.B.CL.200 YELLOW 5.11 -5.40 A/C R.B.CL.200 14" 36# 5.40-5.60 2 Std.Stl.&PVC 5.40-5.60 2 Std.Stl.&PVC 5.60-5.79 2 Std.Stl.&PVC 5.60-5.79 2 Std.Stl.&PVC 5.80-5.98 2 Std.Stl.&PVC 5.80-5.98 2 Std.Stl.&PVC 5"1 23# F= Rs, 5.80-6.10 O.D.Stl. 5.80-6.10 O.D.Stl. 't 6.05-6.30 Riv.Stl. 6.05-6.30 Riv.Stl. 7' 31 # 6.55-6.76 Std.Stl.&PVC 6.55-6.76 Std.Stl.&PVC 6 6.60-6.91 Std.Stl.,D.I.&PVC X y` 6.60-6.91 Std.Stl.,D.I.&PVC X 10" 37# 6.90-7.10 Cast Iron&PVC 6.90-7.10 Cast Iron&PVC 12" 45# 6.86-7.20 C.I.&A/CME 6.86-7.20 C.I.&A/CME 14" 53# 7.15-7.35 A/C R.B. 7.15-7.35 A/C R.B. YELLOW 7.36-7.60 A/C R.B.CL.200 YELLOW 7.36-7.60 A/C R.B.CL.200 7.80-8.10 O.D.Stl. 7.80-8.10 O.D.Stl. OYELLOW 8.05-8.30 Riv.Stl. 8.05-8.30 Riv.Stl. 5.,1 31 # 8.55-8.75 Sid.Stl. 8.55-8.75 Std.Stl.&PVC 740# 8, 8.60-9.06 Std.Stl.,D.I.&PVC 8.60-9.06 Std.Stl.,D.I.&PVC9.05 9.30 Cast Iron&PVC X 9.05-9.30 Cast Iron&PVCX 10" 54# 8.99-9.40 C.I.&A/CME 8.99-9.40 C.I.&A/CME 12" 57# 9.31 -9.50 A/C R.B. 9.31 -9.50 A/C R.B. 9.51 -9.79 A/C R.B.CL.200 YELLOW 9.51 -9.79 A/C R.B.CL.200 14" 67# 1 Standard Center To Order: Determine O.D. of pipes to be coupled. Example: To couple Ring length. Select proper gasket range for each pipe from above 4"A/C rough barrel and 2 Requires special table. Insert high range of each gasket into catalog 4"O.D. steel, order 5"end ring. number as follows: 501 -one end x other end. 501-5.30 x 4.05 2-2 RNP•June 1, 1996 aKINDMUST'131 OA ES, Style "CGFA" Common Groove Fl ge soo-4 -9341 Coupling Adapter for CM N Flanged Body: uctile iron per ASTM A 536, Grade 65-45-12. o Yellow shopcoat. ge in accordance with ANSI Class 150 v drilling. Flange Gaskets: Flanged ng gasket is neoprene rubber. Other compounds available on re est. U) Bolts and Nuts: UNC 5/a" UNC rolled ead, heavy hex nuts, , u high strength, low alloy steel per AWWA 1. Threads � protected with plastic caps on each bolt end. " and 12"flang a bolts and nuts are mild steel, electro-galvanized w a hex M head. NOM. FLANGE BOLTS APPR PIPE O.D. W/NUTS CATALOG E(GHT SIZE (inches) NUMBER:SIZE NUMBER (Ibs.) 411 4.81 8:5/a" x 3" CGFA- .81 17# The 4", 6", nd 8" style "CGFA" may be used 6 if 6.91 8:1/4" x 3 '/2" XFA-6.91 24# on IPS sized C pipe by using Romac's AC x IPS Transition Ga ets, See page 6-5. 8" 9.11 8:3/4" x 3 ' z' CGFA-9.11 29# The 4"thru 12" style "C A" may also be used on D.I. (C-900) pipe by usin Romac's AC x Cl 0" 11.66 12 x 4 CGFA- 11.66 41 # Transition Gaskets, See page 12 13.92 12:7/a° x 4" CGFA- 13.92 69# To Order: Specify catalog number. *style 11702" Compression Coupling CAI = Body: 69000 PSI steel tubing Nut: Malleable iron, ASTM A47 0 s Gasket: NBR Finish: Galvanized c� c f Q ' There will be a $2.00 Cl)CL net fee for each i broken carton ordered. I a t .CD To Order: Specify catalog number. B NOM. O.D. CATALOG CARTON APPROX. OVERALL DIMENSIONS PIPE (inches) NUMBER QTY,' WEIGHT SIZE (lbs.) A B C 1/2" 0.84 702 - 084 25 .80# 1.625" 3.75" 4.375" 3/4" 1.05 702 - 105 25 1 # 1.875" 3.75" 4.375" 1 if 1.32 702 - 132 25 1 # 2.188" 4.125" 4.75" 1 1/4" 1.66 702 - 166 12 2# 2.563" 4.50" 5.125" AF, - 1 1/2" 1.90 702 - 190 12 3 # 2.813" 4.688" 5.375" WARNING:Flexible couplings - do not provide protection against 2" 2.38 702 - 238 12 3# 3.313" 5.063" 5.75" possible pullout of pipe ends in unrestrained conditions. 2-14 RNP•June 1, 1996 ROMAC INCUSTRIES, Style "400" Steel Coupling 1-800-426-9341 (For 12" and Larger Pipe) Use: To flexibly couple pipe of the same diameters. See Style TC400 on Page 2-20 for limited range if O.D. is not known. Specials: Center ring length and thickness N not shown; special linings and coatings ' C desired, diameters and pressure ratings not .}, shown. Prices and availablility on request. v Center Rings: Beveled, flared or formed .5 carbon steel with minimum yield of 30,000 PSI. Q End Rings: Contoured rolled mill section W carbon steel. End ring thickness determined by pipe O.D. and pressure rating. , a) Gaskets: Rubber per AWWA C219, com- ca pounded for water and sewer service. Other ' compounds available on request. Bolts and Nuts: Trackhead bolts, heavy hex Paint: Romac shopcoat for corrosion protection in nuts, e/e" UNC rolled thread, high strength, low , alloy corrosion resistant steel per AWWA transit. /1,b7't , LrPoX Y c oq!EQ. C111. Threads protected with plastic caps on Options: For other options and specifications, see each bolt end. page 2-24. Information for Style "400" couplings to fit nominal pipe sizes 12" to 48" on pages following. Larger sizes are available POA. T DIMENSIONS + Refer to chart on following page A A Center ring thickness B Center ring length D D Overall coupling diameter L Overall coupling length. � g � To Order: Determine pipe size, center ring thickness, and length. Any special gaskets, linings or coatings, nuts and bolts should be described in full. WARNING: Flexible couplings do not provide protection againstpossible pullout of pipe ends Example: To couple 16" O.D. steel pipe with a coupling in unrestrained conditions. wall thickness of .250 and 7" long, order 400-16.00-1 ■ 2-15 RNP•June 1,1996 P.-OMAC INDUSTRIES, i INC. Sty1 «400»e Steel Coupling 1-800-426-9341 (For 12" and Larger Pipe) STYLE "400" STEEL COUPLING FOR STEEL PIPE O.D.s AND DUCTILE IRON O.D.s NOM. OUTSIDE CENTER CATALOG BOLT' MAX PSI END LENGTH APPROX PIPE DIAMETER RING WORK RING OVERALL' WEIGHT SIZE O.D. (A)x(B) NUMBER rvuMeeR:size PRESS. O.D.(D) (L) (Ibs) 13.20 '/<"x 7" 400-13.20-1 8:5/8"x 11 1/2" 390 12" 65# 13.20 '/a"x 10" 400-13.20-1A 8:5/8"x 15" 390 151/2" 77# 12�f 13.20 3/e"x 7" 400-13.20-2 8:5/8"x 11 '/2" 390 17.5 12" 76# 13.20 3/8°x 10" 400-13.20-3 8:5/8"x 15" 390 15'/2" 92# 14.00 '/a"x 7" 400-14.00-1 8:5/8"x 11 1/2" 368 12" 68# 14.00 '/a"x 10 400-14.00-1A 8:5/8"x 15" 368 151/2" 80# 14.00 3/8"x 7" 400-14.00-2 8:5/8"x 11 1/2" 368 18.3 12" 79# 14 14.00 3/8"x 10" 400-14.00-3 8:5/8"x 15" 368 151/2" 96# " 15.30 '/a"x 7" 400-15.30-1 10:'18"x 11 '/2" 423 12" 75# 15.30 '/a"x 10 400-15.30-1A 10:5/s"x 15" 423 151/2" 88# 15.30 3/8"x 7" 400-15.30-2 10:5/8"x 11 1/2" 423 19.6 12" 87# 15.30 3/8'x 10" 400-15.30-3 10:5/8"x 15" 423 15'/2" 106# 16.00 '/a"x 7" 400-16.00-1 10:5/8"x 11 1/2" 405 12" 77# 16.00 '/a"x 10 400-16.00-1A 10:5/s"x 15" 405 151/2" 91 # 16.00 3/8"x 7" 400-16.00-2 10:5/8"x 11 1/2" 405 20.3 12" 90# 16.00 3/e'x 10" 400-16.00-3 10:V x 15" 405 15'/2" 110# 16" 17.40 '/a"x 7" 400-17.40-1 10:5/8"x 11 '/z° 374 12" 82# 17.40 '/a"x 10" 400-17.40-1A 10:5/e"x 15" 374 151/2" 97# - 17.40 3/8"x 7" 400-17.40-2 10:5/e"x 11 1/2" 374 21.7 12" 96# 17.40 3/8"x10" 400-17.40-3 10:5/8"x 15" 374 151/2" 117# 18.00 '/a"x 7" 400-18.00-1 10:%"x 11 '/2" 362 12" 84# 18.00 1/4"x 10 400-18.00-1A 10:%"x 15" 362 22.3 15'/2" 100# 18.00 3/8"x 7" 400-18.00-2 10:5/8"x 11 '/2" 362 12" 99# 18.00 3/8"x 10" 400-18.00-3 10:%"x 15" 362 15'/2" 121 # 18" 19.50 '/a"x 7" 400-19.50-1 12:5/8"x 11 1/2" 402 12" 92# 19.50 '/a"x10" 400-19.50-1A 12:%"x 15" 402 151/2" 109# 19.50 3/8"x 7" 400-19.50-2 12:%"x 11 1/2" 402 23.8 12" 108# 19.50 3/8"x 10" 400-19.50-3 12:5/8"x 15" 402 15 '/2" 131 # 20.00 '/a"x 7" 400-20.00-1 12:%"x 11 1/2" 392 12" 94# 20.00 '/a"x 10 400-20.00-1 A 12:%"x 15" 392 24.3 15'/2" 111 # 20.00 %"x 7" 400-20.00-2 12:1/8"x 11 1/2" 392 12" 110# 20" 20.00 3/8"x 10" 400-20.00-3 12:5/e"x 15" 392 15'/2" 134# 21.60 '/a"x 7" 400-21.60-1 12:%"x 11 1/2" 364 12" 99# 21.60 '/a"x 10 400-21.60-1A 12:5/8"x 15" 364 15 '/2" 118# 21.60 3/8"x 7" 400-21.60-2 12:%"x 11 1/2" 364 25.9 12" 117# 21.60 3/8'x 10" 400-21.60-3 12:5/8"x 15" 364 15 '/2" 143# 22.00 '/a"x 7" 400-22.00-1 12:%"x 11 '/2" 357 12" 101 # 22" 22.00 '/a"x 10" 400-22.00-1 A 12:5/8"x 15" 357 26.3 15'/2" 120# 22.00 3/8"x 7" 400-22.00-2 12:5/8"x 11 1/2" 357 12" 118# 22.00 3/8"x 10" 400-22.00-3 12:%"x 15" 357 15'/2" 145# 24.00 '/a"x 7" 400-24.00-1 14:5/8"x 11 1/2" 333 12" 110# 24.00 '/a"x 10" 400-24.00-1A 14:5/8"x 15" 333 15'/2" 131 # 24�t 24.00 3/8,x 7" 400-24.00-2 14:5/8"x 11 1/2" 386 28.3 12" 129# 24.00 3/8"x 10 400-24.00-3 14:5/8"x 15" 386 1 15'/2" 1 158# ' For O.D.s under 42", subtract 1" from bolt length and overall length if using stainless steel bolts and nuts. 2-16 RNPC93 ROMAC INDUSTRIES, INC. ►.J 900 EYE BOLT -. MATERI ECIFICATIONS EYE-BOLT: 3/4" national coarse roll thread, high strength low 2.75 alloy steel meets AWWA C-111-80 composition specifications (Cotten or Mayari-R). NUT: 3/4" heavy hex, high strength low alloy steel. 5.60 ITEM CATALOG QUANTITY APPROX. NUMBER 200 400 600 800 1000 WEIGHT(lbs.) 3/4" EYE-BOLTS EYE-3/4 — — — — — 200#/crate 3/4" NUTS t`HH 3/4 40#/crate TO ORDER: Specify catalog number. Bolts and nuts are packaged 200 per crate. 6-8 hone: Continental Eastern Corporation 205) 983-5.678 3501 Oxmoor Industrial Blvd. c800)443-3159 Dothan, AL 36303 =ax: :205) 983-6059 SPECIFICATION SUBMITTAL For Cor-Ten® Spec. Cor-Ten® IS TWICE AS STRONG AND LASTS 8 TIMES THE LIFE OF A-36 STEEL. Material : Same spec. as TEE BOLTS ASTM A242-81 corrosion resistant high strength, tensile 70 ,000 min. yield point 50 , 000 min., low-alloy Table Of Tensile Requirements - ASTM, A242-81 MIN. OUR MILL TEST Tensile Strength, ksi [MPa] 70,000 100,000 Yield Strength, ksi [MPa] 50,000 80,000 Elongation in 8" 18% 20% Cor-Ten° 3/4" Cor-Tel HY HEX NUTS ROD COUPLINGS Cor-Ten® o ROD [ALL THREAD] aY � Cor-Ten EYE BOLTS Cor-Ten® EONTITE° TEE BOLTS W/ NUTS \ n' 2.75 ate_ PAGE 1 Serving the Waterworks Industry Nationwide phone: Continental Eastern L:orporation :205) 983-5678 . 3501 Oxmoor Industrial Blvd. '800)443-3159 Dothan, AL 36303 -ax: 205) 983-6059 SPECIFICATION SUBMITTAL For All Thread Rod Cor-Ten Spec. Material: Same spec. as TEE BOLTS ASTM A242-81 corrosion resistant high strength, tensile 70,000 min. yield point 50,000 min., low-alloy Dia. 3/4" Length 6, 10 or 12 ft. Weight 120 lb. per 100 ft. You may order rods cut to desired lengths at 10% premium aY _ olde�t,�od.N Engineer Recommendation Specification: All rod used for clamping shall be 3/4" rolled thread and conform to ASTM A242-81 and shall be gold in color for identification pur- poses as rolled by Continental Eastern ASTM A242-81 Marketed as brand names of: • Cor-Ten°, usS • YOLCYHSX°, LTV • MAYARI-R° BETHLEHEM STEEL CORP. • Other Steel Mills who produce according to ASTM A242-81 without specific trade marks. We reserve the right to purchase according to ASTM A242-81. PAGE 9 Serving the Waterworks Industry Nationwide H. D. FOWLER COMPANY VALVE BOXES POST S. E. E BOX EET 160 POST OFFICE BOX 160 BELLEVUE, WASH. 98009 COVERT PHONE (206) 746-8400 GROUND SURFACE • � c TOP SECTION f' S edncatlons: $ VALVE BOX eta,* ateria s conform to the following specifications:ASTM A48-76;VAVP401; EXTENDED and CS-188.The typical chemical analysis Is:carbon 3.4 —3.6%;Silicone 1.6 — BURY LENGTH 2.1%;manganese.4— .8%;sulfur.15% max;and phosphorus 25% max.Tensile (TOP OF PIPET strengths average 30,000 P.S.L.However,alloys can be added when special strengths are specified. Coating:Unless specified,all castings are coated with a standard outside coating TRENCH DEPTH for general use,a G.P.D.asphalt varnish or similar bituminous material that Is a rust protective coating.Coatings are applied with a minimum mil thickness and are con- BASE tinuous,smooth,and without a tendency to scale or become brittle. 1 BOTTOM OF BOX TO BOTTOM OF TRENCH HEA V Y DUTY SLIP TYPE WITH TOP FLANGE Overall length 10' 'RECESSED HANDLE'CCVER 6.3/4"INSIDE DIAMETER COLUMBIA A SLIP TYPE WITH TOP FLANGE 'LUG'TYPE COVER Overall lengths 8%14',18' 'A'ONLY WILL ACCEPT 9251 LOCKING COVER 5.7/8"INSIDE DIAMETER SEA TTLE A cl MODE L 9 yoe size : SLIP TYPE WITH LOWER FLANGE Lip /�1ARKL_p Overall lengths 8'.18' L� 1 ,e T-E2 laJn LUG'TYPE COVER 5.7/8"INSIDE DIAMETER Waterline Casing All work to conform to the details as found on the contract construction drawing entitled "Relocation of 16"Water Line"with the following proposed modifications: • As an alternate to the 30"I.D. steel casing we propose to use a 36"x .375"wall steel casing. • As an alternate to the Calpico skids we propose using 4"x4"x5'0"treated lumber banded around the sewer pipe at even intervals. This material is easily available, it is standard practice among Boring Contractors and will allow us the option of performing this work early in the contract schedule. • We propose to grout the casing ends with an concrete grout mix to seal the pipe ends. a F+ t_F 3 /27/V CITY OF RENTON MAPLEWOOD CREEK FISH CHANNEL PROJECT Project No. SWP-27-2264 SUBMITTAL #05 Concrete Reinforcement Bar Placement Drawings Engineer HARZA Engineering Company Bellevue, WA General Contractor C.A. GOODMAN CONSTRUCTION CO., INC. 3607-132°d St. S.W. Lynnwood, WA 98037 Phone: 425-743-7423 Fax: 425-743-7417 WARZA Engineers and Scientists LETTER OF TRANSMITTAL TO City Of Renton DATE SEPTEMBER 2, JOB NO. 7163G 1998 Municipal Building FILE 7163.110 1055 S Grady Way ATTENTION Dan Carey Renton WA 98055 RE: Fish Channel Project WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ® Submittals COPIES DATE NO. DESCRIPTION 1 9/2/98 SUB-5 Concrete Reinforcement Bar Placement Drawings knFeA Meter! CI EngineEm ; JEPL THESE ARE TRANSMITTED as checked below: ❑ For approval ® Conforms with design ❑ Resubmit copies for review ® For your use ❑ Conforms with revisions noted ❑ Submit copies for distribution ® As requested ® Revise and resubmit ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 1998 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Hi Dan, Submittal Vs 1, 3,4, and 6 were reviewed lightly but not returned with the understanding that Renton was taking the lead on these. For#4(Proposed Project Schedule),we noted that there was no mention of the Rock Walls. Otherwise, nothing else appeared amiss for Vs 1,3 and 6. Nabil said the impervious layer gradation submitted(#7)was acceptable. There are a number of comments and corrections on#5(Rebar Placement) which will require revision and resubmittal. Please call if you have any questions are comments. Craig COPY TO: SIGNED ZZ Post Office Box C-96900 2353 130th Avenue N.E., Suite (425)602-4000 Bellevue,Washington 98009 Bellevue, Washington 98005 Fax(425)602-4020 CITY OF RENTON MAPLEWOOD CREEK FISH CHANNEL PROJECT Project No. SWP-27-2264 SUBMITTAL #05 Concrete Reinforcement Bar Placement Drawinas -'2 7 By 2g6fiaL DATE 4 Engineer HARZA Engineering Company Bellevue, WA General Contractor C.A. GOODMAN CONSTRUCTION CO., INC. 3607-132 nd St. S.W. Lynnwood, WA 98037 Phone: 425-743-7423 Fax: 425-743-7417 ,RUG-31-1993 07:52 425 743 7417 P.02 A ki . CITY OF RENTON MAPLEWOOD CREEK FISH CHANNEL PROJECT Project No. SWP-27-2264 SUBMITTAL #08A Precast Concrete Box Culverts Engineer HARZA Engineering Company Bellevue, WA General Contractor C.A. GOODMAN CONSTRUCTION CO., INC. 3607-132°4 St. S.W. Lynnwood, WA 98037 Phone: 425-743-7423 Fax: 425-743-7417 AUG-31-1990 07:53 425 743 7417 P.01 UTILITY VAULT"' 00mcasitu Prat,Inc. P.O.Box 588 Auburn, WA 98071-0588 253-839-3500 800-892-1538 Fax 253-735-4201 09/31/98 Destination: C.A. Goodman Construction Attention: Keith Ainsley Telephone Number: 425-743-7423 Fax Number: 425-743-7417 From: Ted Reynolds Number of Pages Including Cover Sheet: 1 Comments: Responding to the Engineers comments: Item 1 : The inside height of the 6070 Trench is 4'-0" Item 2 : The inside height of the 1050 Trench is 4'-11" not 4'-1" Crossing 2A will be made with (1) 8'-0" long section. If you or the engineer have any questions please feel free to call me. Thinks , Ted TOTAL P.01 AUG-31-1990 07:51 425 743 7417 P.01 C.A. Goodman Construction Company, Inc. 3607-132" St. S.W. Lynnwood, WA 98037 Fax Cover Sheet DATE; August 31, 1998 TO: Daniel Carey PHONE; 425-430-7293 City of Renton FAX 425-430-7241 FRM Keith Ainsley PHONE. 425-743-7423 C.A. Goodman Const. Co., Inc. FAX 425-743-7417 RE' Maplewood Creek Fish Channel Project CC: File Number of pages including this cover sheet: 3 Message: Attached you will find Utility Vaults' response to your continents concerning their submittal, if you have any questions feel free to give me a call. FI l f Cl CITY OF RENTON MAPLEWOOD CREEK FISH CHANNEL PROJECT Project No. SWP-27-2264 SUBMITTAL #08 Precast Concrete Box Culverts Engineer HARZA Engineering Company Bellevue, WA General Contractor C.A. GOODMAN CONSTRUCTION CO., INC. 3607-132"`' St. S.W. Lynnwood, WA 98037 Phone: 425-743-7423 Fax: 425-743-7417 08/28/98 08:20 FAX 253 735 4201 UV-AUB TED IZO03/005 UTILITY VAULT'" ookkmseeprecWinc. P.O. Box 588 Auburn,WA 98071 253-839-3500 253-735-4201 Fax Certificate Of Compliance project: Maplewood Creek Fish Channel Date: August 28&, 1998 Customer: C.A. Goodman This letter is to certify that the precast concrete trench structures to be supplied by Utility Vault Co. for the above referenced project are design to withstand a AASHTO H-20 design load and will be manufactured in compliance with approved shop drawings and Utility Vaults Quality Control program. Ted Reynolds 08/28/98 08:20 FAX 253 735 4201 UV-ALB TED Z 004/005 • 6070 TRENCH �A r t � �L 4-Ton Lift t Anchor 4 Piaces In Top I; a r TRENCH ® IT No.6070-T t0,700lbs. '0 6'-3- TRENCH No.6070-8 n 20,SW lbs. f�O N fr a .o 6' 7--4- `4-Ton Lift Anchor a}q 4 Pkmes In Floor UTILITY VAULT COMPANY P.0 BOX 5B8 Pttorn'(208)839 35OU 'ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. ! Auburn,WashinOt0f) 9B071-05d8 Fax(206)735-4201 FOR DETAILS SEE REVERSE SIDE. C mtg95 O au RigritsRvsanW 61 ra �xf-3 January, SHB oDY�9ht ., t,:., t v 'tii' ..s..-.,..11�i�?"��r�t<,TE..iCro',t3lft3�„";;l- .,.�WvN•.1 t'.rY'ii,; Issue 08/28/98 08:20 FAX 253 735 4201 Ull-AUB TED Z 005/005 � y . ' 1050 TRENCH '. • L I t> ,u 4-Ton Litt Anchor 4 Places 1n Top f r L Y t•-yyy2• t, COVER No. 1050-T •� •p .. 21,700 bs. a o .0 Lt F 4 ' dil � 4.14 TRENCH Maximum S g 1 No.1050-8 �ti H I s ra e + 25.1001ba *✓ a S? i tl f �` Z� fiy 4..YYi 1,fi"`G Cay-• :� t r7`t5" � 7 �^ i rs'�.,8 ,�LLf,z�$/`* F'•y y is�1 M t MS.�; •a DVS" *t,� k f� � }�-�� -.:'4.,,.0.-.- 3'Jn*� .y71✓ }„'rl';r",f ji,�V--�y�k}�YiS- s e 4-Ton Lift Anchor 4 PleccS In Hoor 0 Q 4 ® CON TRACTOR IS RESPONSIBLE FOR SUPPLYING CRANE FOR OFF-LOADINt UTILITY VAULT COMPANY AND ASSEMBLY OF TRENCH SECTIONS P O.BOX 588 Plwne(206)830-3500 'ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. AVourn,WaShmgton 98071.0580 Fay(2,)5)7354201 FOR DETAILS SEE REVERSE SIDE. c ,l o tees 0 . .,P f All Rghc Asnad issue:January,1996 iIae�:'� 4�. ,'::��.',t : Xr`ti�1ti:�,. WARZA Engineers and Scientists LETTER OF TRANSMITTAL TO City Of Renton DATE SEPTEMBER 8, JOB NO. 7163G 1998 Municipal Building FILE 7163.110 1055 S Grady Way ATTENTION Dan Carey Renton WA 98055 RE: Fish Channel Project WE ARE SENDING YOU E Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order E Submittal COPIES DATE NO. DESCRIPTION 1 9/8/98 SUB-9 Concrete Mix Design THESE ARE TRANSMITTED as checked below: ❑ For approval E Conforms with design ❑ Resubmit copies for review E For your use ❑ Conforms with revisions noted ❑ Submit copies for distribution E As requested (,, Revise and resubmit ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 1998 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Hi Dan, I've communicated with Greg McKinnon of Stoneway and he has resubmitted the mix design directly to us by fax. The%air was increased from 5.0 to 5.8 which meets the 1996 WSDOT Spec 6-02.3(4)E Air-Entrainment. In general,the contractor may submit an alternate mix design to that provided in the WSDOT Spec's Contracting Agency-Specified Mix Design as long as it meets the air, water and 28-day strength requirements which this one does. Therefore, the submittal is approved. Craig COPY TO: SIGNED Post Office Box C-96900 2353 130th Avenue N.E., Suit (425)602-4000 Bellevue,Washington 98009 Bellevue, Washington 98005 Fax(425)602-4020 425-2284924 STONEWRY CONCRETE 998 Pal SEP 0E '98 10:37 Stoneway Concrete 1915 Maple Valley Hwy Where Quality Cowlis Renton,WA 98055 Office;(425)226-1000, Fax(425)228-4924 Fm To: Craig Garric From: Greg McKinnon Fam 425 602-4020 Pages: 6 PFwo 425 602A000 bete: September 8, 19N Re: MapieAcod Fish Channel CC: ❑ urgent O fFot Review ❑ Pismo Commerrt ❑ Please Repty ❑ Please Recycle s Comments: Craig, this is the revised mix as discussed With back up data. The daravair dosage will be adjusted to meet the air%listed on mix design. Aggregates listed meet WSDOT gradation as listed in spec and are from pft#A280. If there are any other questions pfesse call me. Thank you DOCUMENT REVIEW WNTRACT �nS( W TO fDEM MWITAL OOf1iC1�T ❑00WOfMg m inEslf04�CONIM VM FEVOM NDIF® ❑FEVISEMD F EWI MT Tt� :.vrlsw for perMrd oa�lanria trll6 r oonospt rnd oo�t doaxio ft er st>� not be aontrued a� t�Ywirq tlis �+ oomptia+os%th wood Own end cwvjw or In PQ%I b tto."we end ao�xwsoy, gpruans " raid>br +rwtc In. one tlnely m.nnar r ARZA NEER{f�!(3 CO. 425-2284924 STONEWRY CONCRETE 998 P02 SEP 06 198 10:37 STONEWAYVt C O N C R E T E CONCRETE MIX DESIGN MIX ID 5362 [ ] 4000 PSI 09/08/98 CONTRACTOR C.A. Goodman PROJECT : Maplewood Fish Channel SOURCE OF CONCRETE : Plant #2 Renton, #4 Tukwila WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I ASTM C 150, LB 500 2. 54 Pozz.olanic NW Fly Ash ASTM C 618 Class F, LB 100 0.71 Concrete Sand ASTM C 33 , LB 1236 7 . 62 3/411 ASTM C 33 067, LB 1920 11.40 WATER, LB (GAL-US) 210 ( 25 . 2) 3 . 37 TOTAL AIR, 5.8 +/- 1. 3 1.56 TOTAL 27. 20 W.R. Grace WRDA-64 ASTM C 494 Type A, OZ-US 30. 00 W.R. Grace Daravair ASTM C 260, OZ-US 3 . 0 WATER/CEMENT RATIO, LBS/LB 0.35 SLUMP, IN 4 .00 CONCRETE UNIT WEIGHT, PCF 145.8 PREPARED BY . Gr Mc innon S E A T T L E R E Pq Ti O N T U K W I L A .77 �', 4_ PC tiNTt3 �RLPftl�lJf��h'SEtl�r. f 'B�gY,., 6'16 �2gbp IFAki ;s� $ 425-2284924 STONEWAY CONCRETE 998 P03 SEP 08 '98 10:38 Stoneway concrete 1915 Maple Valley Highway Renton, WA 98055 U.S.A. 206-226-1000 ACI 214 Summary of 5362 C 4000 psi] ACI 214 SUMMARY Statistical Strength Summary ---------------------------- Average strength based on 85 tests 5269 psi Overall Standard Deviation 520 psi Control is Good Overall coefficient of variation 9 . 87 Overall within-test coefficient of variation 2 . 38 Control is Excellent Chance of strength falling below 4000 psi 0. 7 Chance of strength falling below 3500 psi - Chance of "Average of 3" below 4000 psi - ACI 214 Minimum Recommended Strength 4712 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 425-2294924 STONEWAY CONCRETE 998 PO4 SEP 08 '98 10:38 Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 U.S.A. 206-226-1000 Concrete Mix Submittal Mix: 5362 F'c: 4000 psi 09/08/98 MIX DESCRIPTION �_�s�azsss�C�=2 5362 ---------- 4000 psi ---------- 6/30/92 Description 4000 P.S. I. W/AEA - 7/8 - WRA Source ALL PLANTS Moving Moving Within Avg: 3 StD: 3 C of V Con 7 day 28 day 28 day 28 day 28 day Sample Slump Tmp Comp Comp Comp Comp Comp Date in deg F psi psi psi psi 10/14/95 4. 00 67 2910 3410 - - - 10/16/95 4. 00 71 4150 5290 - - - 12/28/95 5.00 74 4090 6190 4963 - - 1/11/96 5. 00 70 4010 5505 5662 - - 4/16/97 2 . 50 74 3650 5100 5598 - - 4/23/97 5. 00 59 3950 5560 5388 - - 5/ 9/97 4. 00 61 4380 5675 5445 - - 9/11/97 4. 00 58 3370 4230 5155 - 9/11/97 3 .75 62 3480 4380 4762 - 9/15/97 4 .25 72 4590 5790 4800 - --- -- 9/19/97 4 .75 72 3480 4650 4940 - - 9/19/97 4 .50 71 3800 5095 5178 - 1.5 9/26/97 4 . 00 77 3740 4910 4885 - 1.4 10/ 1/97 4 .50 67 3910 5345 5117 - 1. 3 10/ 1/97 3 . 50 66 4280 5810 5355 - 1. 4 10/ 1/97 5.00 - - 4900 5352 - 1 . 7 10/ 3/97 5.00 68 3570 5000 5237 - 1 .8 10/ 3/97 3 .75 70 4460 5535 5145 - 1.7 10/10/97 4. 00 63 3890 5065 5200 - 1.7 10/22/97 3 . 00---------68----3930----_5-55-----5352---------------1-6-- 10/23/97 3 .50 68 4000 5995 5505 - 1. 6 10/30/97 5. 00 62 3300 4725 5392 - 1.4 12/22/97 5. 00 52 2610 3870 4863 - 1. 4 12/31/97 3 . 50 54 3500 5080 4558 - 1.4 1/ 8/98 5.00 52 3610 5415 4788 - 1. 6 2/13/98 5 . 25 57 3340 4997 5164 - 1. 5 5/ 7/98 4 . 50 69 4280 5897 5436 - 1.4 5/ 7/98 4 . 00 70 4420 5687 5527 - 1. 5 7/ 2/98 3 . 00 80 3960 4985 5523 - 1. 6 7/ 7/98 1.75 82 4490 5965 5546 638 1.8 P. 1 425-2284924 STONEOAY CONCRETE 998 P05 SEP 08 198 10:38 Concrete Mix Submittal Moving Moving Within Avg: 3 StD: 3 C of V Con 7 day 28 day 28 day 28 day 28 day Sample Slump Tmp Comp Comp compCom$ Comp Date in degF psi psi psi psi � Count ---------------------------------------- -------- ------- ---- 30 29 29 30 28 1 19 Average ------------------------------------ -- ------ ------ ---- 4. 13 67 3833 5184 5208 638 1. 6 Standard Deviation -------------------------------------------- ---- 0.84 8 475 638 294 - 0. 1 Range -------------------------------------- - ------ ------ ---- 1.75 52 2610 3410 4558 638 1 . 3 5.25 82 4590 6190 5662 638 1 . 8 Coefficient of Variation -------------------------------------- ---- 20. 3911. 58 12 .40 12. 31 5. 65 - 8 . 52 P. 2 FI Ll CITY OF RENTON FAX TRANSMITTAL Dept. of Planning / Building / Public Works 1055 S Grady Way Date: 12 / 01 / 98 Renton, WA 98055 Number of Pages (include. cover) TO: Ross Fletcher -Teufel Landscape From: Daniel Carey - Surface Water Utility FAX (425) 482-1113 Keith Ainsley - C.A. Goodman FAX# (425) 743-7417 FAX # (425) 430-7241 Phone # (425) 745-1666 Phone # (425) 430-7293 Subject: Plants for Group 2 - Maplewood Creek Fish Channel Ross, Keith, After consulting with the Parks Dept. and Fisheries we have agreed to use the following plants for Planting Group 2 (plan sheet 19). 33% Salix Hookeriana 33% Spireas Douglasii 33% Cornus sericea Size, spacing, location as shown on the plan sheet. Other Items 1. Two of the trees that were transplanted have fallen over. They should be replanted and stabilized so they won't fall again. 2. Additional plants are needed along lower section of the bank for Planting Group 1 (plan sheet 19). The plants have been placed in a single line along the top of the slope. Some species in the group are supposed to be placed at 3' to 4' oc. Since the bank is that wide in many places a second line of plant should be placed lower down the bank. They can be placed in a rough triangular pattern with the upper plants. The locations should vary so it appears more natural. Please call me at (425)-430-7293 if you have any questions. Thanks, Daniel Jz� TEUFEL .;M, ME= Oct. 5th - 1998 Attn: Mr. Keith Ainsley C.A. Goodman Construction Company, Inc. 3607.132°1 St. S.W. Lynnwood, WA 98037 RE: Maplewood Creek Fish Channel Dear Keith, Enclosed, please find 6 copies of our plant material submittals for your review and approval. If you have any questions please contact our office. Sincerely, Teufel arse y, Inc. v L doss;etcher,her, Operations Commercial Landscape Division A Division of Teufel Nursery, Inc. 6303 233RD PLACE SE •WOODINVILLE, WA 98072 • Phone 425/482-1112 • FAX 425/482-1113 Oct-01-98 03 : 52P TEUFEL NURSERY, INC. 503-646-1112 P .02 TEUIFEL Maplewood Creek Fish Channel Plant Materials Subinittal Storm Lake Growers rt•, f Corn,.J S-FolpY�i•�rrn !n s�1c `• Snohomish, IVA Comus sericca 795 ea. 36"-48"cuttings 1 - Gaultheria shallon 146 ea. 2 gallon 3� 1 - Malionia aqu folium ✓ 219 ea. 2 gallon 3 - Philadelphus lewisii 33 ea. 2 gallon 3 - Physocatpus,�apitatus 132 ca. 2 gallon Salix Iasiandra 398 ea. 36"-48" cutting Salix scouleriana 397 ea. 36"-48"cutting tl - Sambucus rac:etnosa 397 ea. 36"-48"cutting -3 - Symphoricarpos albus 132 ea. 2 gallon Container material is available now, cuttings mu,t be harvested in mid November. Estacada Nursery Estacada, OR 5 _ � r Pseudotsuga meiiziesii 19 ea. 4' B&R - Thuja plicata W(' . 8 ea. 4' B&B Material will be available mid-October, Peters Meridian Nursery Aurora, OR 1 -Aoer circinatum 23 ea. 3-4' B&B Plants will be available in mid. October. A Division of Teufel Nursery, Inc. 12345 N.W. BARNES ROAD-PORTLAND.OR 97229-Phone 503;646.1 1 11 -FAX 503/641 5:356 www.tc:trfel.com Oct-01 -98 03: 52P TEUFEL NURSERY, INC. 503-646-1112 P .03 We have been unable to locate the following items, and respectfully suggest these substitutions; - Cornus 'Kelse,vi' 682 ea. 36"-48"cuttings Suggest suhstirution of(.'orjtu.v stolon#-era, 2 r Spirea x Pyraiindata 682 ea. 36"-48"cuttings Suggest substitution c fSpirea douglasii. 2- Salix brachyca)-pa 1365 ea. 36"48"cuttings Suggest substitwion of Salix hookeriana Submitted by eff Timberman Plant Buyer Teufel Nursery Inc. F1 (v/ TEUFEL. _ A C(e�W — sa�sftfu�e1 �tt O G�lfbVo d Oct. 5th - 1998 Attn: Mr. Keith Ainsley C.A. Goodman Construction Company, Inc. 3607-132°d St. S.W. Lynnwood, WA 98037 RE: Maplewood Creek Fish Channel Dear Keith, Enclosed, please find 6 copies of our plant material submittals for your review and approval. If you have any questions please contact our office. Sincerely, Teufel Norse , Inc. s- L. /k4ossetcher, Operations Commercial Landscape Division A Division of Teufel Nursery, Inc. 6303 233RD PLACE SE • WOODINVILLE, WA 98072 • Phone 425/482-1112 • FAX 425/482-1113 Oct-01-58 03: 52P TEUFEL NURSERY, INC. S03-646-1112 P .02 TEUFI�IL - MR Maplewood Creek Fish Channel Plant Materials Submittal Storm Lake Growers Snohomish, WA Comus sericca 795 ea. 36"-48"cuttings Caultheria shallon 146 ea. 2 gallon Mahonia aqui folium 219 ea. 4 gallon Philadelphus lcwisii 33 ea. 2 gallon Physocarpus capitatus 132 ca. 2 gallon Salix lasiandra 398 ea. 36"-48" cutting Salix scouleriana 397 ea. 36"-48" cutting Sambucus ra(:emosa 397 ea. 36"-48"cutting Symphoricaq)os albus 132 ea. 2 gallon Container material is available now, cuttings must be harvested in mid November. Estacada Nursery Estacada, OR Pseudotsuga rnenziesii 19 ea. 4' B&B Thuja plicata 8 CFI, 4' B&B Material will be available mid-October, Peters Meridian Nursery Aurora, OR Acer circinatum 23 ea. 3-4' B&B Plants will bf!available in mid. October. A Division of TeuW Nursery, Inc. 12345 N.W. BARNES ROAD-POWLAND.OR 97229•Phone 503.'646.1 t 11 •FAX 503i641 5356 www.teufel.com Oct-01 -98 O3: S2P TEUFEL NURSERY, INC. 503-646-1112 P.O3 We have been unable to locate the following items, and respectfully suggest these SubstitutiOns; Cornus 'Ke1scyi' 682 ea. 36"-48" cuttings Suggest substitution of C rna-v stolonifera. Spirea x Pyramidata 682 ea. 36"-48"cuttings Suggest substitution c fSpireu douglasii. Salix brachycai-pa 1365 ea. 36"-48"cuttings Suggest substitwio►t gl"Saa hookeriana Submitted by /effffTimberman Plant Buyer Toutel Nursery Inc, S `�-�. 4OV-13-1990 15:27 425 743 7417 P.02 C o Green 11 7- 9 t un� T U R F F A R M 5wo 4j�. S"� • 7725-B Yelm Hwy, SE; Olympia, WA 98513 aP�rev•�1 1.7 Q«wJr i� November 13, 1998 Teufel Commerical Landscape 6303 233rd Place SE Woodinville WA 98072 Dear Ken, As per your request for submittal, enclosed is the no-net sod specifications for the following job: Maplewood Golf Course. Sod mixture shall consist of the following mix (% are by weight): 60% Perennial Ryegrass 20% Fescue 20% Kentucky Bluegrass The sod is grown on a black loamy sand soil (see enclosed soil analysis). i Thank you for the opportunity to provide our product to your company. If you have any questions, please call us at 1-800-300-1763. Sincerely, J�-" - Doug Kinnaman DK/dp ' Q Local (360) 456.1006 FAX(360) 459.9688 n,aroy.,. 1-800-300-1 SOD in�nw°uiwu.t Committed To Outstanding Service TOTAL P.02 ,40U-13-1990 15:26 425 743 7417 P.01 ounbryGreen T U R F F A R M S • 7725-B Yelm Hwy. SE: Olympia, WA 98513 Thank you for the opportunity to introduce Country Green Turf Farms as a potential turfgrass supplier for your business. There are some specific reasons why Country Green has rapidly earned a reputation for quality and service that is second to none. Country Green's turf is cultivated exclusively on black sandy loam soil -- the best for growing premium turfgrass. This sandy loam produces a turf product that is lightweight and pliable for easy installation. Ocher benefits include shock free interfacing, absence of shrinkage and a much denser root structure for rapid knitting down. This results in an instantly appealing landscape and the elimination of costly follow-up work. Top quality turf is great, if you can get it. Again sandy soil affords us consistent year round harvesting while others may be stuck in the mud. We offer "Fast Grass" service and because we recognize your need to schedule your business operations, we'll notify your office of an exact delivery time. At Country Green we view our relationship with every customer as a partnership. Our responsibility as your partner is to provide you with the best value and get it there when you need it. Country Green will not be a weak link when it comes to providing your customers with the excellence they demand in a timely fashion. In other words,- we strive to be your greatest asset rather than a liability. We believe that we grow and harvest the finest turfgrass in the Pacific Northwest and invite you to experience the difference of Country Green Turf. Local (3601 456 �r� FAX 1350)459 8 ■s"` L� i-aoasoo-i SOD PA Committed To Outstanding Service 40U-13-1999 15:25 425 743 7417 P.02 CountixGreen am T U R F F A R M S 7725-B Ye)m Hwy, SE; Olympia, WA 98513 GEOTECHNICAL TESTING LABORATORY "PHYSICAL ANALYSIS REPORT Gectechnical Testing Laboratory 1011 Blomberg Strert SW Date Testes: 7-7-97 (My npis,WA 55312 Submitted By: Engineering Geologist Tested by: Harold Parks Tho following results are from a sieve analysis from mteriai twsty by our lab technician July 7, 1997. Sieve Number WMIgbt %Retained % Passing Wr 1.3 .3 99.7 1W 1.7 .4 89.6 94 2.7 .6 99.4 1f8 5.8 1.00 99.0 tl$ 7.9 1.70 98.3 #10 9.0 1.90 98.1 $16 13.9 2.90 97.1 020 28.7 6.0 94.0 $30 69.7 14.7 85.3 A40 197.7 41.7 58.3 #50 329.3 69.4 30.6 #60 358.7 75.6 24.4 #80 3915 82.5 17.5 0100 404.1 85.2 14.8 $200 417.3 Oslo 12.0 Pan 417.8 100 0 If you have any questions concerning the test results,the procedures used, or i1 we can be of any further assistance.please tall on us at{360)754-"12. Local (360)456,1008 FAX(360) 459•9688 Tuuc+Usi 1-600.300.1 SOD Committed To Outstanding Service NOL.j-13-1999 15:25 425 743 7417 P.03 CountryGreen himJ&gJam" T U R F F A R M S 7725-B Yelm Hwy, SE: Olympia. WA 98513 COUNTRY GREEN TURF FARMS PREMIUM NO-NET SOD MIXTURE 60% PERENNIAL RYEGRASS 200/e HARD FESCUE/ 20% KENTUCKY BLUEGRASS LOT M12-7-115 ORIGIN - OREGON VARIES PURITY G198M TEST DATE SHERWOOD Perennial Ryegrass 30.64 90% 12/97 L OWGROW Perennial Ryegrass 28.32 90% 3198 SPARTAN Hard Fescue 19.45 8500 8/97 AMERICA Kentucky Bluegrass 9.91 90% 8/97 INDIGO Kentucky Bluegrass 9.76 89% 7197 CROP 0.00 INERT 1.92 WEED 0.00 NOXIOUS WEED - NONE FOUND AMS 655 1=21(300)450.1005 FAX(360)459-9688 nra►cusr ]-SvG-70Q-i SOD Committed To Outstanding Service TnTAI P.M) TEUFEL 30-Sep-98 Mr. Keith Ainsley C.A. Goodman Construction Co. Inc. 3607-132nd St. S.W., Lynnwood, WA 98037 RE: Maplewood Creek Fish Channel Project Landscape Submittals SUBMITTAL REPORT NO. 1 LANDSCAPE ITEM PRODUCT/MANUFACTURER SPEC SECTION/REF SUPPLIERS 1 Channel Bank Seed Mix, Item#43 Section 9-15.2(3) DF Marks 2 Hydroseed Mulch, Conwed Item#43 Section 9-15.2(3) DF Marks 3 Tackifier, Earth Bond Item#43 Section 9-15.2(3) DF Marks • 4 **Goundcover Seed Mix Item#44 Section 9-16.2 DF Marks 5 Hydroseed Mulch, Conwed Item#44 Section 9-16.2 DF Marks 6 Tackifier, Earth Bond Item#44 Section 9-16.2 DF Marks 7 **Sod, 3 Way Rye Item#45 Section 9-17.2 JB Sod 8 Fertilizer, 10-20-20 Item#45 Section 9-17.2 DF Marks 9 Plant Materials Submittal list Pending ** Proposed substitution from specified product. Please provide written approvals as required. If you have any questions contact our office. SINCERELY, TEUFEL URS RY, INC. L. ROSS FLETCHER, OPERATIONS COMMERICAL LANDSCAPE DIVISION A Division of Teufel Nursery, Inc. 6303 233RD PLACE SE •WOODINVILLE,WA 98072 • Phone 425/482-1112 • FAX 425/482-1113 — ScF.24 " 8 11 SSAM L'rMARKS 36G7_bb8 4285 206 485 4285 F.?. Marks com «�l YCHR5E0 & GARAIN SOURCE . • LETTER OF SUBMITTAL y� DATE: September 24, 1998 TO: Larry Nnrger— Teuiel's Nursery FROM: Kris Swartz, Commercial Sales JOB: Channel Hydroseeding This letter iS to confirm that at this time all seed components of the fiboNNe mentioned job Consisting of 30% Red Fescue 30% Highland Colonial Bentgrass 20% Omega III Perennial Rye 20% Birdsfoot Trefoil • are available and meet the minimum specified requirements.f Purity Not Stated,97°/n minimum Germination Not Stated,90% minimum Sincerely, <�u��t' Kris Swartz Commercial Sales ■ b>i0.�?xl!by laud / m'wo mlit,WA 98(,% ■I !rl ,�U.G6d.;i?0; R f.�36i1 fi6!{.•t1$S SEP.28 '98 11:59AM DFMARKS 360_668 42e5 206 4e5 4285 P. 1 D FSM arks Co mpa ray U., TO: Larry Harger-Tetifels Nursery 9/Z8/98 FAX; (425)482-1113 Sending 4 pages JOB: ChanneUCround Cover Hydroxeeding FROM: Kris Swartz,Commercial Sales PRODUCT VARIETY PRICEJUTPiIT N UNITS TOTAL PRICE Seed Channel Mix-custom mix based on 114 acre priced per pound $ 3t)%Red Fe�x; /a Higbluxl C<lordal tgrass 2 cat T(T Pcrcn Rya 20%13i foot T'ref Seed Ground Coe ix-custom mix based o .5,2 ft total price cr pound $ 75% tin M P ; sl 250/ ighlnnd Colonial Rrntgr, FertElizer r(Aesaional's Choice'Outfleld' 10-2 ' blend • based on 50 19,000 sq ft,36,152 tots fL priced per 50 N bag j I Mulch Conwcd Hy4ro Mulch-approx .83 acre Recommended 2,000 lbslacre Priccd per 5(W bale $ inch Conwcd Hydro Mulch 2000-approx .8 e Recommended 2,000 lbs/acre >e.4�;agiA df b91cn(0 c) i Txckifier cWfkr �ular polynxrylnm lbs pes acre depending 1, 8510 Maltby Road,Woodiaville,WA 58072 360.668,3802 or 800.767.3802 Fax:360.668.4285 SEP.28 '98 11:59AM DFMARKS 360_668 4285 206 485 42e5 P. 1 DlFsMarksCo?nPany i .. TO: Larry Harger-Teufels Nursery 9!28/98 FAX: (425)482-1113 Sending 4 pages JOB: Channel/Ground Cover Hydroxeeding FROM: Kris Swartz,Commercial Saks PRODUCT VARIETY PRICEIUNIT #UNITS TOTAL PRICE Sccd Channel Mix-custom mix based on 1/4 acre priced per pound $ 3001a Red FevAx: 10%Highland CVlor&d Dentgas 200/-Omega M Pcrc nni�l Rya 20%Birdsfoot Trefoil Seed and Cover Mix-cus m mix ed on 25,262 sq total pn d per pound $ 750,6 Om MP al Ryc 25%,I lighin ('olc 81 R mtg,*abs Fertilizer Profissionai's ce'Outneld' 10-20-20 blend based on I 00 sq ft,36,152 total aq ft. Priced 5O N b $ I Mulch Conwc vdro 11lulch-up x .83 acre Re mmended 2,000 lbs/ac P ccd per SON bale $ Mulch awed Hydro Mulch 2000-approa 83 acre Recommended 2,000 lbs/acre Priced per 604 baler Purger bale) $ $ Mulch with tacicifier added i Tacicifier Eartb Bond Ta Wfler 3 lb jug-granular polyaocrylamide T JNw-ge is I 3 lbs pes acre depending on oppl, 8510 Maltby Road,Woodinville,WA 98072 3450,668,3802 yr 800.767.3802 Fax:360.668.4285 • SEA'.30 '98 '_3:32AN DFi ARKS 363_668 4285 485 4225,-1 F'- ..3 YOUP.HED & GARDEN 3OUR-IPA Letter of Submittal DATE: 9-30-98 TO: Teufel Nursery FROM: Ken Doubrava JOB: Maplewood This letter is to confirm that at this time all seed components of the above mentioned job consisting of: Groundcover Hydroseeding Seed Mixture 2.5% Panther Perennial Ryegrass 25% Elf Perennial Ryegrass 2517o Brightstar II Perennial Ryegrass 25% Highland Colonial Bcntgrass arc available and meet the minimum specified requirements for: Purity : Not Stated, 97% min. Germination: Not Stated, 9017o min. Sincerely, • i 3 l6 Ni a Itb.!tong N 'v Uodinr�l I,.`?'A 4507: NitI gbj 6bh.,jAoz N f— .inO.66N.47- } r '98 KS 6 ?85 ! P.c10:_11AM LrMAP 60_68 4 e, G 435 4285 List of Turfgrasa Cultivars Evaluated In Western Washington and Oregon In Recent Years • e The list of varieties included below is in constant revision as new varieties are released or become available on the market. Nat all varieties are listed as information is not always available for all varieties. When it is felt that insufficient observation or inconsistent observation of a variety is the only information at hand, then those varieties may not appear on the list until more reliable information is available. Also many varieties that performed very well in tests, in past years, may now have been moved out of the'best' performance group Into the 'next lower' group (italics). The cultivars, in bold print have the best test records during recent years in western Washington and Oregon. They should be used where high quality va turf is expected. The cultivars in Italics print have the next best records and will provide good to excellent quality turf but may be more susceptible to local diseases or may become discolored and less dense more often than the best cultivars_ We suggest use of the best cultivars where they are available.. Kentucky « bluegrass is not well adapted to western Washington, so only the best cultivars should be used. Other cultivars of Kentucky bluegrass may soon disappear from the turf. The turftype tall fescues are less well understood and have been very inconsistent between locations. Consumer trials of tall fescue and Kentucky bluegrass are under evaluateach cun for rltivah isreas this year,a general designation fo the r colornes r. the VD nlvery dark: Dt= a have been listed. The letter following dark: MD = medium dark, M = medium. SR=short rhizomes. ! Perennial Ryegrass Top Hat MD Monterey D Repell III VD Panther D ! Calypso II D t Elf D Laredo MU Imagine VD Brightstar It D Palmer III D Nighthawk D Prelude !I D 4 SR 4204 MD Prizm D Affinity MD Assure M D Sherwood D MD Dimension D Manhattan 11 D Charger 4 APM IVID Palmer D Commander D Omega 11 MD MD Birdie It MD Blazer II vD Stallion Sol MD Tara MD 1 Saturn D SR 4100 MD Fiesta It D Edge ' Citation ll MD Morningstar MD Repell/t MD Navaho MD Dandy D Dasher It MD Repell MD SR000 p # Riviera D Aquarius vD Premier D Seville ds MD f Omega 3 MD yorktown MD Lindsey p M Prel PrelU ue D Acclaim D Derby D Rival D 1 Cockade MD Competitor MD All`Star D Barry D Rodeo VD Cutter I VD Cowboy D fiesta Cupido M Diplomat M ManhPennattan ine M Crown MD I Elka M Ovation MD Manhattan M D I Barrage M Vintage 2OF M Dasher D Regal + " Note; Brown Blight is not fully evaluated on many of these varieties Fine Fescues Creeping Red MD Jasper MD Salem M Flyer MD Cindy MD Ens Iva M Smirna M Lovisa M Marcrowtt M Robot M Boreal MD Pennlawm M Ruby Commodore M is 30 SEP.28 '98 11:59RM uFMARKS 360_668 42e5 206 485 42e5 P. 1 057 DF Marks Cornpany r0VA569P i 0ARDeN SOUCCE ,. TO: Larry Harper-Tetzfels Nursery 9!28/98 FAX, (425)482-1113 Sending 4- pages JOB: Channel/Ground Cover Hydroxeeding FROM: iris Swartz,Commercial Sales PRODUCT VARIETY PRICE/UNIT N UNITS TOTAL PRICE Seed channel Mix-custom mix based on 1/3 acre priced per pound $ 301,10 Red Fe etk; /n Hi€hlgrd 0.4.01uiel 13 a$s 2 ega M PercnniA ye 20%$ foot Trefoil Seed Ground Cove r-custom mix based on"' .2 q ft total priced pound $ 75% M Pan renal 25% Nand C oloni8l R mtg. Fertilizer frssional'a Choice'Outfield' 10- -90 blend • based on 50N19,000 sq ft,36,152 cats ft priced per 50 M bag j $ 1 Mulch Contivcd 1lvdro Mulch-approx .83 acre Recommended 2,000 Ibs/acre Priced per 50#bale $ ulch COAwcd Hydro Mulch 2000-appro' acre Recommended 2,000 lbs/acr ccd p c r C#t balcn r bale) $ Mu tackifiR. ed i - Tackifier Eartb Bo ackifki Cit�Qr� 31 ' -granular polyaocry >; 1 tc:age is 1 3 lbs per acre depertdi 1. 8510 Maltby Road,Woodinville,WA 98072 360.669,3802 (r 800.767.3802 Fax:360.668.4285 SEP.28 '98 11:59RM DFMPWS 360_668 4285 206 485 4265 P. 1 DFMarksCompany 1 0 V U Si6P A GARDEN S O U K C E TO: Larry Harger-Tetsfels Nursery 9128/98 FAX; (425)482-1113 Sending 4- pages JOB: Channel/Ground Cover Hydroaeeding FROM: kris Swartz,Commercial Saks PRODUCT VARIETY PRICE/UNIT #UNITS TOTAL PRICE Sccd Channol Mix-custom mix based on 114 acre priced per pound $ P.Red Fesetw 30 igkiland ColOniel Bertgmss S(�1n uga TTT Pcrenni.91 Ryo 2C%Bi sfoot Trefoil Seed Ground C( r Mix-wsto mix based on .262 6q ft al priced per and $ 75°/,O mew M P gut. Ryo 25%i l lighlamd C<il; ' R mtp- Es FertlliY,er Frvh»5i0n31'5 C ice' Meld' 10-20-2D blend i based on 5 19,000 y ft,36,152 total sq ft. priced pe 0 N bag Mulch Conwc dro Mulch-approx 3 acre Re mmended 2,000 lbs/ocre P ccd per 504 bale Mulch onwcd Hydro Mulch 20-00-approx . acre Recommended 3,000 lbs/pere priced per 604 Wen(larger bale) • s $ Mulch with tackif1er added Tackifier El rib Bond'Tackifkr 3 lb jug-granular polyaocrylnm;de T lec;age is i 3 lbs pff acre depending on appl. 9510 Nfaltby Road,Wooditrviile,WA 98072 360.668.3802 a: 800.767.3802 Fax:360.668.4285 SEP.2e '9e 11:59gM DFMARKS 360_668 428S 206 4e5 42e5 P. 1 M s �-- UFMarksComPan, Mf, TO: Larry Hamer-Teofels Nursery 9!28/98 FAX: (425)482-1113 Sending 4 pages JOB: ChunncUCround Cover Hydroxceding FROM: ]iris Swartz,Commercial Sales PRODUCIN, VARIETY PRICEJUNI'T M UNITS TOTAL PRICE Seed C:h at Mix-custom<Ry, bas on 1/4 acre priced pound 300%lied Fe, 100/.Hight C . 'al 204/.Omo"a TTt Pcrs n 20%Birdsfoot 7 ref ' Seed Ground C:n• iY-c base 21,262 sq p ' d per pound $ 7 C ev M Pc�ruiia 5°/o i li hland C ciloni8l rizer Prvfinsionai's Choice'Outfield' 10-20 20 blend based ou 50M19,000 sq ft,36,152 total sq ft. priced per 50 M bag $ lvltdch vved Hydro Mulch-appro/acre mmended 2,000 lbs/oc Price •r 504 bale $ 114u1ch Conwcd Hyd inch 2000- Recommende. 00Ibs rc Priced.per 60#No rger bale) S $ Mulch with tackifi Tactifier Earth Bond ner �x' 'rl { 3 Ib j snWar polyaocrylnmir b 1 8 T1 is 1 31bs per acre deperuii opp1. 8510 Maltby Road,Woodiiwille,WA 98072 360.668.3802 or 800,767.3802 F", :360.668.4285 SENT BY: XEROX Teiecopier 7019 2068210613-+ 1 Van&TT 1 INSTANT LAWN aQD SPECZEIC.ATTQ ' JB SIGNATURE PERF.NNIAL RYEGRA.SS BLED 50% JB II Perennial Ryegrass 25% Patriot 11 Perennial Ryegraaa 25% Evening Shade Perennial Ryegrass JB SIGNA=Z is a blend of 100� Perennial Ryegrasses which are • specifically recommended for this area. They have been proven to outperform other grasses in the cool, damp Pacific Northwest climate . l x� Rye _ T � ,. ...,,�,., -� -t,m,,�max-.. ..,.-��a:.��;--• JB SIGNATURE' s main attributes are as follows : r - Rapid germination a establishment Wear resistant - Winter hardy - Good green color - Fine blade, dense turf Better adaptation to cool, damp climate - Disease resistant Requires less maintenance than Bluegrassea - Eaae of prevention a control of poa annua Ability to fill in laterally 1=i L r. 2 L/- CITY OF RENTON MAPLEWOOD CREEK FISH CHANNEL PROJECT Project No. SWP-27-2264 SUBMITTAL #12 Misc. Metals (Embeds) COCUMENT REVIEW CCNTRACT a ` SUBMITTAL @ " CO CONFORMS TO DESIGN CONCEPT aKrNFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED O REVISE AND RESUBMIT The review Is for general conformance with the design concept and contract documents. Markings or comments shall net be construed as relieving the Contractor from compliance with project plans and specifications. Cwdractor remains tesponsible for details and accuracx quantities and dimensions. machining and fabrication processes. assembly techniques. and for performing work in a safe and timely manner. HARZA NOR WEST, INC. BY TE Engineer HARZA Engineering Company Bellevue, WA General Contractor C.A. GOODMAN CONSTRUCTION CO., INC. 3607-132"d St. S.W. Lynnwood, WA 98037 Phone: 425-743-7423 Fax: 425-743-7417 `f n-i�-�� CITY OF RENTON MAPLEWOOD CREEK FISH. CHANNEL PROJECT Project No. SWP-27-2264 SUBMITTAL #12A Misc. Metals (Handrail, Grating, Ladders) DOCIJINT REVIEW CW%Wr r O C0 F W TO DE"CONCEPT TO DESIGN CONCEPT WITH FE1flSIDNS NOTED N�RESUMT The rzview is for general ooniorrnarroa WM fa design oonoept and contract document. MwWr ps or comments she;! not be oonsbued as re�ie g ft cw*sctor tram compliance with project Plana and spedreations. Contractor remains responsible for details and accuracy, quantitizs and dimensions, machining and fabrication processes,assembly techniques,snd for pwfawng work in a sale AW limey manner. RING CO. DATE l' 11 Engineer HARZA Engineering Company Bellevue,WA General Contractor C.A. GOODMAN CONSTRUCTION CO., INC. 3607-132°d St. S.W. Lynnwood, WA 98037 Phone: 425-743-7423 Fax: 425-743-7417 �' - • 4 1 , f. •F yy. . 4'� . • _ , _ - • •� ' 1 !: " '• �. .1l�M�1•irY..�. ,y h1�•l.. v"_ `tirl/ `1` ti„-; r�if ` moo kd - •, 1 t ' ' • A t/ � " ' - , , i•,I.;� '� f 2 w /-:, -s• +�,ri71 �,. fi ."•••( t � ' ; �•' a '•� �,� , � �; � t� ';• ji I • 4 y V • .'' �. �'�: ' A r F • r �t� \ •Oi�; 1o' .S xt �q .a .t". , • A � :v.Il. ` M ,•'Ay/' � �/ 1 i r , t t '�"rlAy4{t '�-'.�c+ fir•. �A ��1'y 'I I t ;��} e.4,. �; + - i• A •l �� . . 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COPIES 189t-►ED t�� : ` 1� r .. . t M 06 E TL'OILTEO SP_ EOWAY N DATE r ' ' �' i WA. 98275 Cl. FOR _ L - - - - - ---- --- ' 1 ► tj f I — - _ [;HONE ('266),7•43-0279 -d 8 APPRUU EJSN PR9, t T DRAWN BY Jum Lucptriar A t IURE DATE '�' _ i ►. ,,� � For+ _ ;,[)t ITTER STRUC +-- .. 4• , , r � � •�,,•�'. r 'At,L RETNF i �r t�rti r, �•+' ,♦ T • 1 " • y jA Ah 1 • t • ' • ' 2 r Er,' -- - — �• ` ' sw . . • i` , i _ _-,_,—,-___ —ram _ ---- - _ _ ♦ WT 44""t "k ;oil t C - ` � k y .�__._. __ -- — . 9 0 � } Y _ - , Z o �analze ►zEF SECT I A-A J �- M1K�-�o t►n�7-,�, ' G <� E � ;� ,, . ' ► � P ; � }I a P_��_9 1 Z -- - _. -_- —_ � _ _ . �_ ._ ____.__.__..___ _ ,, a - - — - --_ db ci 4 • T+-.—.. `• ,.._. ! .' ��A 1 � r ,t I ._.. _.__..-_-__...._._-...__...._--__._ __.. .—._—.__._.__....-._-. _._—...—__.-...___L.._ __ •..._ _ ._._ _._ _._..__ __- _. -_ J_ __ — _ ._ter ..._. .L P ' -- . 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'�'1 T-11 HORIZ R 12 -` _ ► 1 1 / 2-0 k"Ts5B, 2/436 Q 11K 131 y� �, 4• i t { _ .. t' • ' ` • 11 , 12 02 -- ---- rule 1 _ o -8- - _ ' 5 hK824 MILS Q 12 CF' s ' 429 4 � 17 -8 � _ �- — _ - 10-10 2 h ' ' 432 kWl�l r J � ty 2-6 SECTION E-E Sf:CT[ON -F ,' ' • , r _ f? r, t' y • ; 4� NAp1 t 2 1 17 -9 i r 4 M �_ 17 _ • 436 J r 4 17 14 N1 nV4?? P ' l ' ♦✓ " t? l2 2 tn► 439 4 V 8 p _ - ? +f 4 nw+28 CONT. ' t , . � 9r1`A(14p $ MC�14' 4 — 17 4-11t • 441 — — 17 ' 0- / r P • j /yam- P ' -__' --- -- �- - , 1 •n I MPW WRLL COIN f3 [> AIL fief + ' ' NOTESt EIELO CUT QEINFORCI116 AT OPENINGS. �' AI,1 -IF!) rONSTRL7C'TION 9't_TPPL.Y Cn..INC. y ,' r + � , • r Z 12406 MUKILTEO SPEEDWAY 0, FOR _ P ' CTION 4i:N _ — '" MUKI L T EO WA. 98275 -- DATE DHONE C266)743-0279 _ -- 8-23-98 APPPOUAL • aloo � i 309 T DRALIN B� . 1q - r` � �E�' . . , • r r ` F# • ►P. { i. t r1ApU _00 CpEFj(._Fj�H PRQ.. 7 Pi �ocnTtoN- RENTON�WA. _------------ -• JONN -- - scrlorl o-o FOPDM TE ► c Q^� O. ouo. Nn _ GD. 60 • :� .• .., ; J •� . ., . . - ., � • • t Al i, cusTors�a ALL RE1NF• ONT T N 2 R I , r P • t h � l � 1 50 #5 UERT 212 EF 2 EA. 8-10 8-9 8-7,8-6 8-4 8-3 8-2, 68 #5 UERT A 12 EF ► 2 EA., 8-1, -a, -i t,7-ld,7•-q,;%-�, Q 8-2,8-f4 8-�7 8-9,8-11,9-1 9-4, 16 7-4 9-6 5_81 9 - 1 -��10-10�'II- 1,II-3,I3-0 13'1 16 #5 24-7 HQRIZ @ 12 8,EF • --_____• - -- ___ --r- _ _�._ II TOW-a NO 4 #5 20RI Z 2 #5 15-6 LAP 2-6 1 r iI 2 #5 16-10 HQRIZ 9 12 EF - #5 -4 HORIZ 2 EF 20 #5 22-4( HOQI Z 12 EF ' B - 50 #5 MK524 UE41 OWLS ,'? 12 IF 1--- 18 #5 12-0 HOPIZ Q 12 E r 1 2 5 12 8 HOPI @ 12 EF/, G -r3'# ii ? ` 22 #4 9-6 @ 12 11 T&!3 s _�__ - - - - C _ _--- C 22 #4 MK+ 23 > 5 2 Q 1 > ir. >'&a y.____-._ ' ------ - - --► 68 #5 IlKb25 SLAB OWLS -2 12 J&8 ! E' --12 44 MK422 UERT @ 12 - • #4 MK421 UERT @ 12 • , - - • 2 } V �. 6 44= 40-8 HQRIZ. R I� EF - _ 2 #5 19-0 HQRIZ @ 12 EF t SECTION A-A �" ---- -- 4 #4 16-4 HQRIZ 012 EF -y I �' 68;#5 MK524 UERT OW;.S r? 12Lo � • - G } ___ --6 #4 16-2 LONG - --- • 34 #4 2-8 TRANS 212 T&B , . T N PLAN 2 #4 3-6 HW 2ai2 EF H ci 110 #„ UERT @ 12 F.F lE #5 12-2 HORI2 @ 12 EF 2 #5 13-1[) HORIL} TOW ` ---*----. _. I � ., •• •� 68 #5 UERT @ 12 EF ' - 26 8-9 2 EA. 8-1fa a-I1,9-Tl,9�1,9-2' - 24 #5 7-4 UER` @ 12 EF � 4 14-6 2 EA, 14-5 14-1 14- 14-1 `�--- 18 #5 f2-0 HQRIZ Q 12 EF -4 9 _�,9-6 9-7 �-8 �-8 9-11 lu-0 10-1, 14-0,1�-11,13�10 12-11,11-9, 1 -6, ' lfl- ,10-3,Id-4,l'O-6,,'10-7'104. 10-Y,,10-i0,] -11 i 10-1,11-2 11-3 1t-4 �) -5,{1-6,?1-7, 18-4 12-1 11-1i f1-9 1~6,11-4 11=1 � • A #4 6-0 1I '. 4 EF • + 11-8,11-1�,11;1'1 & �$ '�-9 lO-l1' 10-�,1D-d 10-� 10-1 9- 1,9- , 18 #5 23-2 HQRIZ (? 18 ! s-6,�-4,s-z,a-i1,9-�,a-�,e- & 8-2 1 24 4t5 MK524 �3T�LS @ 12 JEF ek :> 14 #5 2�•3 HORI @ l2 EF8 #4 3-6 DIAGo 4 Ef 18 #5 14_9 kOR12 C� t2 EF ••, .� / .• -._ .. 2^t #5 23-2 HQRIZ @*�12 EF8 #5 20-5 H9QIZ 2 12 EF34 #5 MK525 SLAB OULS Q 12. T& •, 2 # 7-6 HOPIZ 2 12 FF__-__ -- - 68 #5 1'IK5?4tkg-t- �2 -- 2 # =3 .HORIZ A 12 EF_ - - -- . _ 110 #5 MK524 UERT' r -__ -L - -. _ 1- •28 #5 12-2 @ 12 T&8 _,_�_ ----,_.�___ '_______•�-_ t 26 #4 13-0 @ 12 T8B - z #5 15-6 HaRIz Q 12 EF I -T -� •� - 22 #4 24-4 1? T&B• -'- _ 1 -- _ -- 2 #5 8-3 HOPI R 2 EF 2 #5 8-2 140PI Z @ 12 E� --�- -� � ZO #5 19-3 @ 12 &8 68 #5 10-3 (? 12 T&8 - -r-� ---- 22 , 4 MK427' Q 12 T&B + �- - 18 #4 9-6 1? 12 T80 L. - 41 » --- - -- 50 #5 10-3 @ 12 T&B s Hrz� --:,--. `j -= 22 #4. 13-10 @ b2 T&B , :.� _� - -1---...2B #4 10 � 12 T&B - - --- 1! #1 MK42o STEP BARS @ 12 -- 14 #4 Mh:426 STEP 9AQS @ 12 22 04 10-2 Q 12 r?B j ' 22 #1 13-9 @ 12 TaB i. • , ,� i --- 22 #5 21-2 e 12 •T&B s ' SECTIOQi D-C' 1 SECTION G-C 2 #5 18-8 HQRIZ TOW ! i f4 #5 HQRIZ Q 12 EF 2 EA. , 15-8,9-0,12-2 & 15-3 8 #5 HQRIZ t? 12 2 EA, i , 1 ? #4 6-6 TRI K 5-3,8-4,11-6 & 14-8 \ i t #4 5-� T 1M t 2 #5 19-6 HOP.IZ IOW ---_ - -__�,__--�--- !! 2 #4 �MK432 NORIZ,@ 1 B�____�p •g�4 H � e JH 2 #4 MK433 HQRIZ L� 12 TYPE 17 �O D TYPE T3 TYPE_ _ TYPE 2C TYPE 19 YPE 12 34 #5 UERT, C 2 2 EA. , I + - � • t MARK S2 �T►+ TY 'A'A e c O � F G H J k o '�R 11 -- r 34 05-UEPT'@ 12 2 EA. 12.-6- 12-2,11-10,11-6 11-3,10-11 :� 50Q 5 1T i - 2-7 2-7 - _ 6-6,6-1f) 7-1.1 7-5i 7-%8-1,8-5, �` 1d 7.'10-3 9-•1r1•,9-•,- � 4,9-O,8-d' I 8 #4 MK431 OWLS @ 1;. t� - -{ 8-8 9-li b-4,9-8 10-0,10-3,1a'7, E q-4,g-0,f-9 8 7-5 ;, _ ' ' 42T� 4' ' 19' 1_0 • 2-6 R 3 ## 7-11 HQRIZ >? 12 - 0 1 .f �1 422 4 ' 19 i , � i^a 2'1 U--1 - 16 #5 MK525 HOIZ OWLS Q 12 Er 423 4 ! 19 ' 1-7 16-6 0-2 20 $5 r'ilC5O0 CORNER ERRS _-• r_ ---�__ t - .__-_ �_____ _-__.__. .__-._ - -------}.----- - -- _ _. _ _ 1 _ ----i 8 #4 UEPT 94i 2 EA. 524 5 17 - - ' 0-10 1-9 I 16 #5 17 7 HQRIZ @ 12 EF i MK434,MK435,MK436 e MK437 i s- 14 #5 18-7 HORI @ 12-EF _ 4 I5 17 0- 0 36 . WAiL #1 ____ 10 PLACES `- - :� - - ------ - 426 4 12 l-7 1 -4 1-7#5 nK50U CORNER BARS � _____ � 427 4 - 19 ' � i-7 12-3 0-2 _ 44 6-6 TRI 428 4 -- -T3-J�` 14-2 _ I. 2-0 4-6_ -- 34 #5 MK524 UEP OWLS C 12 EF 34 #5 MK524 'JERT OWLS @ 12 EF ! 1 #4 5- T Ih+ ! 429 g _ i17 - 0-8 1-B t I _ 530 5 17. 0 l U 2-? / ? #4 MK 432 40QI Z @ ? 431 4 1l ! O-8 ?_-6 R. J - 2 #4 MK433 NORIZ Q :% SECTION UE _ _ -' - SECTION -F - - 1-9 r 432 4 17 8 +► f ; s i - --i 433 4 1? Q'8 3-6 8 04 MK431 OWLS A 1 r 434 4. �•? - 0-8 �- i i 17 4-8 r. , 1 • 3 #4 .7 1', HQRIZ @ 12 436 4 17 - - --- -- --- 0-8 4,1 • i 437 4 17 3-7 438 4 �176- • 14 44 MK429 I? 1? -, 2 ER. 4"39 8 #4 UERT C� 2 4 1 Y D-8 5-6 - _ 2,#4 MK426 C�', - MK4'9E, MK4?9,MK4'40 & MK441 r 44Q 1 17 -_ 0-8 4-I1 - -- - j- r PLACES �4 4 --+--�--- _._ _ _ _- _._ 1 17 0 9 4- 5 r ' 16 #5 UERT C 1 r l2 EA. N �_1 7-5,7-8,7-9,7 1 8-¢,8._3,8-5,8_7 1 II c ' _;1T QkA NF�OPC I NG All OPENINGS. i i � - WALL CORNER DETAIL- �:vTF.� F,f. O `' 20 #5 9-7 IZ. Q 12 EF ALLIED CONSTRUCTION SUPPLE` Cd.,I'NC. � �r _ CDI?IES 1S, UEUH. .'SECTION_ H-H _ + 12406 MUKILTEO SPEEDWAY ;'AT PHGNE.JC 206)743-027J r N - 20 $5 MK 8R R-BARS,. � - -.- -z---�-.�-� -.- -�- MUKILTEO WA. 982?5 O' - �_-- FfJR APpR JOB 1 t T DRAWN BY' CURL ___MAGI. D CRE _F..�_-.�.Q;�_._.______.__. It ' 16 #5 MK524 LIE'PT OWLS @ 12 IF * LOCATION JOHN r • NTON, WA. SECTION G-G - _E _- _-_.-_-_- _ _..-----._-.. FOR FISH LADDER DATE 8-23-98 • ` CUST01 tER ALL P. � I NF. - --- CONTWNCT NO. ,<-11 2 QWG.NO h< -- GD. 6� ? ,-- 48 #4 MK402 VERT DWS C 12 - 36 1!4 11-8 P "2 T9B ' ` 1 _-----.. 6 #4 6;-0, L ON6 8 3 TRG • t— 13 #4 MK401 2 12 TOP ,,r L 3 #4 13-9 B 1.2 BnT 1 , 1 . —"-*= !' 6 #4 11K402 .UERT � 12 .- - �- ---- 10 '#4 3-t3 TRANSQ 1�i 5 T&B - 48 04 3--4 UERT OWLS - /� --- 6 #4' 30-0 LONG 'P16 3 Tog • 6 IM 21-7 LAP 1'-7 • , 68 #4 3-0 TRANS R 14 T8B � 3 ct 6 #4 11-9 LONG C 18 3 TaB 11 #4 3,4 VERT OWLS Q 12 s, 3 L-- 16 #4 3-0 TRANS R 18 FLAN-SPLITTER STRUCTURE PLAN • __ _ _ _ �. { 9 #4 ? IOH IZP12 ` _.,, _.�._1 #4 MK4 faj� TOW � � 1i8 #4 MK408HOPIZ P 12 .-� 9 #4cNC411 HORIZ 8 11i 1 11 #4 ?--10 UERT P 12 8 #4 MK40? HORIZ 9 12 — 9 #4 MK409 HORIZ 2 12 9 #4 MK406 HORI? L� .2 i #4 7 3 HORIZ'TOW 1 1--- k -1 ik4MK419HORIZ91 44 7 -9 HOPI? TOW _ 1G #4 20-0 PIORIZ C 12 s t --- 9 #4 MK404 HORIZ 2 12 i i i i ii i l ` 5 ## 12-4 LAP 2-0 I , t t i i t ,_ ► � , - 11 #�► 7-1Q t T 3 12 • i i � - 4 #4 - RT � � ; _. --,` /� ----- -'� 3 #4 H�(�RIZ 2 12 ' EA. � p� #4 MK417 'QRIZ I! 12 1 _ _ 4 y K 13 t1K4141MK415 t-- 12 #4 ! iQ UERT 12 i t t 2 ? 10 t>E E 4 #4 VERT p 12 , . M .' .. ! 4 U RT 5 #4 MK41 CURNER BARS '' EE f 41 #4 4-4 VERT R I2 2. - ,h-Z,6- , 2,7-8,•6-2 .: 14 I #4 MK405 HORIZ 8 12 � �.''. ". � 2 #4 MK410 HORIZ 1J 12 4 #4 4ERT P 12 1 EP. - 1 #4 MK419 HORIZ P 12 1 #4 MK406 HOW E.12. +` 7-B 6-iO 6.0 5-1, WALL #1 + , , , -_1 #4 MK420 HORIZ @ 12 _ wALL #2 _ • 4(ALL #3 '' 1'JAL #4 -WALL #5 R WALL #7 r .. _ • , t f i , i . - i t B 0 $ C 0 p 1, 0 ` ~� C TYRE 17 TYPE♦ 24 TYPE 11 -TYPE , FSZ LFNM TYP A B C n F G M4- 17 2-9 2-9 401 4 — 17 3-0 13-'5 3-0 A- 4 4 17. 0-8 2-4 , f y 13 1-7 _1-7 _ 1-2 , 4 - -- i---- ` { .. 404 4 17 0-8 10�-8 �. 405 4 d7 ! -__ 0-8 6•-9 0-8 407 4 17.t O_8 ,--3 2-6 -�-- �• 408 4 17 409 4 - 17 0-8 2-9 - 410 4 2-2 1-8 2-2 8-10 1-4 0-7 41 4 19 2-0 2-0 c ' 413 4 19 2_.3 1_1 414 4 19 2-10 1-3 s 415 4 19 __ 2--0 3-4 4 416 _ 1 0-'11 5-4 If 1417 ' 19 -0 5-4 F- _ 41 19 -Ci 420 4 19 --' —0 — FAL £D CONSTRUCTION SUPPLY C;O.,INC• .. coF�IES ISst1ECL - — - - 12406 MUKILT'EQ SPEEDWAY a Np. Df�TE p MUK I L TE O WA. 98275 a 4 0 HONE C 266)7 33 -027E ,_ . ApPpOvnL I _ i • J I?4`iN Jm • RENTON, WA.SPLITTER STRUCTUREn r " C T ND. Pi 12 QWG.NO 4:� .._ 1 6PAQr 60 I A 8 C D F 14 KM N P a T V W xY `4 BILL OF MATERIAL NO TO SHIP ASSY NO SECTION LENGTH TOT UNIT ` SHIP MARK MARK PCS FT, IN. FT. yyT. REMARKS oN c I A ► . 12 A ►2 3ITss r -r 30 4 CL 4 8 a v L I I I � I� iii i I I TYP. i I I III CIA i Fr 12 ' J o.uc /A 6,U i DE - I i 13 I it i 12 CERT. WELDERS PRINTS aJ 0 W SUP. REO'D. DATE ALT. Q ti W END 8 EDGE DIST. 8/S I OPEN HOLES 55 WELDS BOLTS -.. GU SS T. ►� IZ G� k I? T� k b " PAINT 01�1t lS IDE_ - T3 �4 DEL. PROMISE 6 EAST WASHINGTON AVE. PHONE (509) 57! P.O. BOX 1369 IMA ST YAKIMA, WN 98907 ��K' �'i �aBRICATORS INC. MERV WARK, GEN. MGR. 223-02 YA•KI-MI.2340D LEONARD JETTON, , ITEM 5T4 l AJ Lt s s D ET,4 11, S JOB M,1pr.CwoaD C�2�E err PieQT cT LOCATION RcNTaN , w� CONTR. STL. EREC. Y.S.F.,JOB NO. T. DRWN. BY CHKO. BY DRWG NO. S, 5. _ _ .__ ._.. ...__._._.. ._ A B C D F H K M N P 8T V W XY BILL OF MATERIAL NO TO SHIP ASSY NO SECTION LENGTH TOT UNIT SHIP MARK MARK PCS FT, IN. FT. WT. REMARKS 4 2A a B 2"4 PI b 8 Fc� 9 -k2 D '7s4 iz:a 4 2IL o 8 d 4 p- 4x28 o 5 ' ¢ 3 oD l o (c) IF. a I a 4 2 3 7N & S. I I 0. PE 8 2 1/2 I 4 q_ TO q_ I11 12 I (b) I (b) 12o \ I \ 2 C IPc— I lul I I fliTill _ I d lui I � I I I \ I 1 � •! co \ I I I co I I 2 4 2 g U 2 I IIII I I I I I I I 1_ 2 3 /W O IIII I 00 I I i I � I I (1 b I lul I I I I I I I 1 lul I lul I typ' 3 16 V 1 -8 d h 2 2 a 2 2'' PIPt O typ. 3 16 2" tyP' 3 16 2 k 2 3 16 2 (f) 1 7/16 1 7/16 1 7/16 1 7/16 K2 5 "1 2 ON CL 4,. 4„ N (E d) 1 '-0 (f) >> 2 2C HANDRAIL SLEEVE 2 STD . PIPE 4 2 A HANDRAIL. SLEEVE 2 " STD . PIPE ( GALVANIZE AFTER FAB. ) ( GALVANIZE AFTER FAB. ) N & F.S. a ' I BEND UP 45* 1 /2 T0 I a I FLAT LAYOUT R- "b " K I IIII I I I 1 IIII I I I ~ I IIII 1 I I I IIII I = \ I 00 IIII I00I 1 I I I/y' �Gw N Si0E5� I IIII I I uu I I l i I 3 16 typ. 3 16 1 —8 Ii IIA11I1 II d II1 Il II 00� 'IIiII IIIII II, PRINTS 3 16V2" CERT. WELDERS w U hQtyp. 3 16 SUP. REa'D. DATE ALT. Q uj h ON CL \ END 8 EDGE DIST. 5" 3/i6 2" OPEN HOLES 9 (E� d) typ' 3 16 V2 (k) WELDS NOTCD BOLTS 1 7/16 1 7/16 1 '-0 4„ 4„ ON PAINT DEL. PROMISE (f) 6 EAST WASHINGTON AVE. PHONE (509) 575-1 P.O. Box 1369 KIMA STD YAKIMA, WN 98907 �� EL i 4 2B N HANDRAIL SLEEVE 2 " STD . PIPE 2 ' 2D HANDRAIL SLEEVE 2 " STD . PPE FaBRicATaRS NC. ( GALVANIZE AFTER FAB. ) ( GALVANIZE AFTER FAB . MERV WARK, GEN. MGR. 223-02 YA-KI-MI.2340D LEONARD JETTON, JR ITEM i9ND�r'1/L �OGKEr 1��`IJLS JOB /1)12P/ r-u>ooD CHEEK ICISH /P2LJ E&7" LOCATION CONTR. STL. EREC. Y.S.F.JOB NO. G.A. o 2 21 1 DRWN. BY CHKD, BY DRWG NO. .. ..,.._...ate j A 8 C D F H K M N P 9 T V W X Y BILL OF MATERIAL NO TO SHIP AS8Y NO LENGTH TOT. UNIT SNIP MARK MARK PCS SECTION FT, IN. FT. WT. REMARKS r 3'-6 ,'-0 3'-6" 'lr 15 " 12 3Fl 3 R 12 SST R 8 8 4 I I . S S T 6., aL I z do 4 2 5 16" 1 1 2" 3" 1 1 2" b 2 d U I 6 �� 2�`t' 4 GA . (ssr� D 3 4Er sow, H 4 NOTE FORM R TO 1/2" INSIDE oP ER"AL 1�42 RADIUS ;.� �1 1 1 NE 3(3 I ��ul^n I 4 x18 3 o c,o �.l - 7•v o a 1/4 x 3 6 HOLES OAje L I ALUr'rl �q k 1f SQPG � 6,r ;n TSST C.A. STUD I�rhw 2 3 0 a R I s= N d 3 0 6 I6 I a 9 / ° ;.�' U j 3��" � oNE 3D I ALLAM 1 L4 x 3 0 �\ A � i� � � � ONE 3Dr--j ( ALUM . R- 1 /4) 6 7/8 v -' y 6 / SECTION A— A Ei 3F 1 4 x '3 a o I� AL.v. 12 �\ A 12 I ONE 3H I }`� ix 3 p CALF, 00 b 6" 6" typ. 1 HOLES C.P. 1 9/16" 1'-0 1 9 16" 1 7/8 2 1 L4 1'-3 3 16" 4 7/8 2 7/8 f 10" �- fd HOLES 3 8 X U RIFY) 4 12 3A WEIR EMBEDDED FL ( SST F� / ) ' 1 2 4" _ c uj c ri ail Nil I 2„ 2" ' c (d) ONE 3F-r-'j LOCKING BRACKET ( L 4 x 3 x 3/8 ) 1'-6 1 2 ( GALVANIZE F}Fra FA&- ) 1 4 1 '-6 1 4 HOLES THRO,jGH 3 4" V-4 1 2" 3 4" 4 ALUM. R- & U.H.M.W. N i I � I I I 3 16 (f I 1 I to L cV � - ;((U�JJ I II I I 0 � N I I - 1I I I M to I 1 1 1 d 0 HOLE Lo 4 I I I I I I I I CERT. WELDERS PRINTSa t W V I - 1 DATE ALT. d 1: ccI Q N W 7" SUP. REO�D. 1 1 2" 4" 1 1 1 1 2" END 8 EDGE DIST. OPEN HOLES V0TED j HOLES 3" 1 c NO rEp 16 MK 3B ONLY 4 COUNTERSUNK HOLES WELDS BOLTS 9" IN ALUM. R— DRILL & TAP 1/4-20 PAINT /up J T LV. ort:D IN U.H.M.W. DEL. PROMISE 6 EAST WASHINGTON AVE. PHONE (509) 575-1 P.O. BOX 1369 KIMA STE YAKIMA, WN 98907 �� Ei ( x 157� ONE 3B � AS SHOWN ORIFICE ( ALUM . 1 /4 ) ONE 3H � BRACKET (� 1 /2 3) FAB ATORs RIC INC. MERV WARK, GEN. MGR, 22102 YA•KI-AI.VMOD LEONARD JETTON, JR ONE 3CN AS SHOWN 8c f OTED ORIFICE R ALUM . R 1 /4 /UALQ�NIZE HGreP- Fgi3, ITEM l E�r�BED De�rAi i-S JOB Mf}�LE Gv00 (7 CHEEK FISH PRD�EC.T LOCATION RENTv u wA, CONTR. STL. EREC. Y.S.F.JOB NO. C,A' 2-2 1 l (o DRWN, BY CHKD, BY DRWG NO. 2 „-,..,, ..._., _..,,....,,. :s+r.,_ .::.,,;:�e,,.w�i'aJtoAl±tw,.:..,,eM.ariyaa►-:.:.Sw._-•u:'... ...ASk4.iYi1MINls4:3w:: .. ,JYI�S.^ :Y;,_._ -.ae.11i= , f.3T"A930.J.._ — 1 1 I 7AX 7A 75 5A i II i a �4A 4A 4B 6A I ! _ I ! I I - - - - - - -- - - - - - - - - - - - -- - - - - - - - - -- -- - - - - - - - - - - - - -1 I ! ! ! I IF- SPLI T ER STRJC -FURA i I I i ! I I I i I 5B 613 ! � ICI 4A CERT. I ELDERS PlR NTS a O � 4A A 4A 4- A 4B 4C SUP. RfyO'D. DATE SALT. Q v� w END & EDGE DIST. OPEN HOLES WELDS BOLTS PAINT - I DEL. P DMISE S 6 EAS"IVASHINGTON AVE. PHONE (509) 575- 57G YAKIIMA WN 98907 ��` �T� � I i `�=ate, LADDER AND HANDRAL PLAN - � 574- INC. MERV tPVARK, GEN. MGR. 223-02 YA-Ki-MI.2340D LEONARD JETTON, -� :u, V.P. ITEM f-1,7 w p,E'/9 < t- JOB LOCA71?ON CONTR. STL. EREC. Y.S.F.JOB NO. R I AL . DRWN. BY CHKO. BY O. .: .L O ' A I� . NO TO, SHIP AM NO LENGTH SECTION TOT ualr REMARKS SHIP ',. 4ARK MARK PCS zT, IN. FT. WT. i 7 1A "7 1 20 P);96�� Z 2 0 + LC C. R LV 2 t3 2 1 i r-,, 2 c� o I (� ( u cl?� EG 4 k 2 0 3 .� 3'-5 © 4A 8'-0 NE I?_ P/pc J 0 LF AL!1. 4B — 7'—1 l I 0 = tr /t r 3 � _ 12 � "' 12 � 12 12 r- 8 (0) q N (4) �y IF d 0 I ' 1 i ' I i 7 4A REMOVEABLE RAIL 1 1 2 0 PIPE I i 2 413 N REMOVEABLE RAIL 1 1 2 PIPE ONE 4Cr--i REMOVEABLE RAIL 1 1 2 0 PIPE 3 7/8 8'-0 2 5/8_1 i � I I 6'-0 3,-0 6'-0 i 15/16 ! - i I N i I J 9 I coLn \ �. \ I 00 b EL. 116.2' \ 0[) 11 " 1 1/2� 1 1/2 ' (b) 5 2 2 6„ (b) 1/ 5 1/ 3 13/1 6 4„ 4' 12 (b) co N I I \ \I \ .— I 5 ti EL. 1 10.8 �2 4" CERT. WELDERS PRINTS a O w U 1 1/2" SUP. REa'D. DATE ALT. q y W Q 1 1/2" 7 6 END & EDGE DIST. I 5 �2' �� r� OPEN POLES S d WELDS A1076P BOLTS l PAINT C)AL001Vlzz- N DEL. PROMISE ONE 4D HANDRAIL ( 1 1 /2 PIPE ) \ 6 EAST WASHINGTON AVE. PHONE (509) 575-157P.O. BOX 1369 0 YAK MA, WN 98907 �p►KIMt� ST,E,EL DETAIL P- ( b) x ]PA11111c It% 'rt INC. y:. MERV WARK, GEN. MGR. 223-02 YA-KI-MI.2340D LEONARD JETTON, JR,, V ITEM JOB LOCATION I Fj } C ONTR. STL. EREC. Y.S.F.JOB NO. Mlle L�C�f;� 071/ . BY CHKD.BY DRWG NO. 1 a Ap' .S A 8CDFHKMNPST 'v >E81XY BILL OF MATERIAL NO TO SHIP AS$Y NO LENGTH TOT UNIT ate■ SHIP MARK DARK PCS SECTION REM11AK9 FT, IN. FT. WT. 011 QNE 17'-6 1 1 i srD. pt Pe 3` 0 - L_F 2 90° 6L. 6'-6 1/2 6'-6 1 /2 4'-5" x3 p it b i 4, 3'-1 3/1 6 oNE a ti „ 3 8 9 1 ��6 12 F - EL, CD Gj1 16„ — mom mom f i rn N N I r7 I ..r EL. 1 12' 91Z - �i N 3 1/8 1� 0 }- 12 EL. 107.6' ONE 5A HANDRAIL 1 1 /2 V PIPE �a) I I I 9'-0 1 I � ! i 4'-6" 4'-6" M 9'-'1 7�16 4'�-6 9/16 11 " 4'-6 9/16' ►70 12 5 1/2 5 1/2 4" 4„ I _ N I N 0 _I T CERT. WELDERS PAINTS a p w z EL. 116.2' DATE ALT. Q H w G _ T SUP. REQ'D. N I END 8 EDGE DIST. OPEN HOLES s _I oo I I WELDS U r6 BOLTS r4� (a) DETAIL f'� a E L. 1 '14. � �'�� f � j PAINT v�t 1 Z E F E� C ) 8 _ J DEL. PROMISE (a) 6 EAST WASHINGTON AVE. PHONE (509) 575 6570 0 I P.O. BOX 1369 (a) I I YAKIMA, WN 98907 ONE 5B HANDRAIL 1 1 /2 PIPE �, S VA INC. MERV WARK, GEN. MGR. 223-02YA-KI-MI.2340D LEONARD JETTON, Jr., V.F ITEM 14,E N I At�.S JOB &)Iq pLez"Joop ^� �r Fsff Rv�c�T LOCATION CONTR. STL. EREC. Y.S.F.JOB NO. (- A' 6 oo ,'1 v Hcrez '2 1/ (11 DRWN. BY CHKD. BY DRWG NO. F A B G 0 F H K M N P 3 T V W XY BILL OF MATERIAL NO Toi SHIP As:BY NOSECTION LEN(iTN TOT UNIT REMARKS SHIP I MARK MARK PC3 FT, IN. FT. WT. i .2 C rL i �• 3 I I i b 4 i i ck- I ► 3 i r CVC14 ' r�P. I I t i i I Q0 I I I n o I I I o I 1 o cn Q Q a- C/O Icl- L' I 10-.4- X E P o cr) p ` SST I X `'- I I I SIOE5 EL. 107,6 b) EL. 1 16.2' CN � I C\ T 2 1 2" 2 1 2„ X ( X / / 2 1/2 2 1/2 4„ 4„ 7" 00 4„ 4" � 00 00 � 7 r 0 o I 00 I i l i II I m o m LL _ a_ o cn TYP. cn I I w C, � i� o Q o_ I � a- I Z 0 00 I � I Q0 pq EL. 100.1 ' ' EL. 107.3' 0 Li z PRINTS 0. o W Z CERT. WELDERS 1 1 4 O 0 SUP. REO'D. DATE ALT. 1 1/4 Q H W a 2 1/2" 2 1/2" 2 1/2 2 1/2" 2 1/2" 2 1/2 END 8 EDGE DIST. OPEN HOLES 8 4" 1 '-4 7 . 4" 4" 1 '-4 4" WELDS BOLTS PAINT <3 ALV E, r"f F, DEL. PROMISE 6 EAST WASHINGTON AVE. PHONE (509) 575-15 P.O. BOX 1369 E*� IMA ST eL YAKIMA, WN 98907 K 57b/ i F�BRICEI'i'O�S INC. MERV WARK, GEN. MGR. 223-02 YA-KI•Ml'*2340D LEONARD JETTON, J ., � ITEM L/1 4-)6k Z)E T-1 r L.S � JOB LOCATION R6- i+J TO CONTR. STL. EREC. Y.S.F.JOB NO. DRWN. BY CHKD. BY DRVVG NO. A B C D F H K M N P S T V W X Y BILL OF MATERIAL NO T'7 SHIP A"YY NO SECTION LENGTH TOT. UNIT REMARKS SHIP MARK (NARK PCS FT, IN. FT. WT. HA v} LF LU Z o` L &x2x J U lJZ. ------ . . .__ .. - 2'-10 Z SAFETY' C�+A(!J 7'-10 1/8 i Z (,/Nk\ 3/16 3/16 D E SAX I r' T — N _ aL I — i N PtPiE 40 * LF 1 r (a)L 1 t )R a R (a)L �L '( ) IZ U N t0 o 2 L.4x3 1 3;'4 �c 3/16 N ,A�K — 11 A. x4 13 3.. ,— ONE 7A.X POST 1 1 2 PIPE ONE 7A HANDRAIL 1 1 2 PIPE V/ 7 -o 6" 3 SPACES C� 2'-0 0'--0 6" _� 4 3 7'-10 1/8 _- - - --- - - - - - - - - — w -- — I CV I \ 7 1 1 1 -; N 2 7C ( L 4 x 3 x 3/8 ) x 7 - 0 I (a L (�) 00 _ 7'-1 1 3/4 1 (a)R 11 7/8 3 spaces ® 2'-0 = 6'-0 11 7/8 i - 4„ I N 2" 15 16" 4 1 2" 4 1 2" 4 1/2" 9" q HOLES 1 3/4 3/1-6-8—� - - - - - - -- - - - - - - - - - - - - - - - CERT. WELDERS z aid; PRINTS a v _ 3.. ' SUP. REO'D. DATE ALT. Q y j END 8 EDGE DIST. i OPEN HOLES 3 r WELDS BOLTS ONE 7B HANDRAIL 1 1 2 PIPE PAINT DEL. PROMISE LAID I�c f' �C 6 EAST WASHINGTON AVE. PHONE (509) 575-1 P.O. BOX 1369 UIMA STE YAKIMA, WN 98907 �� 6 7D GRATING PLANKS 11 GA. x 4" x 13 3/4 Z*WATORS INC. MERV WARK, GEN. MGR. 223-02 YA-KI-MI.2340D LEONARD JETTON, JR, ITEM 5 -L: :sPL17TE K ST JOB m,q L Cwo O- r,S 1J -C, LOCATION CONTR. STL. EREC. Y.S.F.JOB NO. DRWN.BY CHKD. BY DRWG NO.