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Home My WebLink AboutSWP272711 (6)APProv t A OV ow Ou' 6w c)L& GV-- a l� 0 a Z / I lti<r M `Print Form 7'16-o 7 Request for Approval of Material Contract FA Number SR Date Renton Village Storm 1 06-26-07 Section Contractor Subcontractor Laser Underground I n/a For assistance in completing, see Instructions and Example KING For Use Only RAM # Bid Material or Name and Location of Fabricator, Specification PE A r'I AA r'l ppr File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. 11 American DI Pipe AMIP - PO 2727,Birmi. Alabama 9-30.10 ) 11 12" MJ Gate V�4ue I f�C :q Mueller Company r/ 9-30.30 ) 11 `�� 12" x 8" DifLG Tee;; ??%O V TylerHpe P02027 Tyler,Texas 7-12 11 12" MJ x FLG Company 9-30.30 ) 11 8" M} ate valve Mueller Company 9-30.30 ) 11 Valve Box DP SKT CVR Tyler Pipe P02027 Tyler,Texas 7-12 11 18" Cl VLV Box Top w/Ring Tyler Pipe P02027 Tyler,Texas 7-12 11 24" Valve Box Bottom Tyler Pipe P02027 Tyler,Texas 7-12 17/18 RC 501 Couplings Romac Ind. Bothell,WA 9-05.21 lamond Plastic Corp. a ras a - Project Engineer 11111 pi" Date State Materials Engineer i Date Daniel Carey Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only 'Approved for Shipment' or 'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: �� K (j1fC o6 C,- [((Icy Project Engineer Distribution Contractor Region Operations Engineer DOT Form 350-071 EF Revised 8/04 State Materials Engineer Distribution ❑ Region Materials ❑ General File Signing Inspection ❑ State Materials Lab Ej Fabrication Inspection Other Print Form 10.16[Muellef Co. 2"-12" MUELLERO A-2360 RESILIENT Rev. 8-04 Shaded area indicates Change. WEDGE GATE VALVES - M.J. x M.J. ❑ Catalog number— A-2360-20 Mechanical joint ends (with mechanical joint unassembled accessories) A-2360-23 Mechanical joint ends (less mechanical joint accessories) A-2360-25 Mechanical joint ends (with transition gaskets) ❑ Sizes-2", 3", 4", 6", S", 10", 12" ❑ Meets or exceeds all applicable requirements of ANSI/AWWA C509 Standard and is certified to ANSI/NSF 61 ❑ Standard mechanical joint ends comply with ANSI/AWWA CI 11 ❑ Iron body with nominal 10 mils MUELLER' Pro-GardTm Fusion Epoxy Coated interior and exterior surfaces ❑ Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 Standard and is certified to ANSI/NSF 61 ❑ Iron wedge, symmetrical & fully encapsulated with molded rubber; no exposed 'iron ❑ Non -rising stem (NRS) ❑ Triple O-ring seat stuffing box (2 upper & 1 lower 0-rings) ❑ 2" square wrench nut (optional handwheel available) —open left or open right ❑ 2"42" sizes-250 psig (1723 kPa) maximum working pressure, 500 prig (3447 kPa) static test pressure ❑ UL Listed, FM Approved: 200 psig (1379 kPa) — 3"-12" sizes Options See pages 10.34 and 10.35 for more information on Resilient Wedge Gate Valve options J Position indicators ❑ Stainless steel fasteners: Type 304, Type 316 J ASTM 1398-C66100/1-102 stem ❑ Handwheel Resilient wedge gate valve parts i Catalog Description j Part No. Material Material standard G-16 Bonnet Bolts & Nuts Carbon Steel ASTM A307 Grade B, 7inc Plated G41 Stuffing Box Bolts & Nuts Carbon Steel ASTM A307 Grade B, 7.inc Plated G49 Stem O -rings (3) Rubber ASTM D2000 G-200 Wrench Nu[ Cap Screw Carbon Steel ASTM A307 Grade B, Zinc Plated G-201 Stuffing Box Seal Rubber ASTM D2000 G-202 Wrench Nut Cast Iron ASTM A126 CL.B — - G-203 Stem Bronze ASTM B138 G-204 _ _ Hand Wheel not shown Cast Iron ASTM A126 CL.B G-205 Stem Nut Bronze ASTM B62 G-206 Guide Cap Bearings Celcon G-207 Stuffing Box Cast iron ASTM A 126 CL.B G-208 Anti -friction Washers (2) Celcon G-209 Wedge, Rubber Ene sulated Cast Iron* ASTM A126 CL.B G-210•• Bonnet Cast Iron ASTM A126 CL.B G-211 •• Bonnet 0-ring Nitrile ASTM D2000 G 212•• Body Cast Iron ASTM A126 CLB • Fully encapsulated in molded rubber with no iron exposed •* Previous to 1999 these pans on 4%12" valves were designed with a gasket instead of an 0-ring and with additional bolt holes (2"-3" sizes retain neoprene gasket design affecting these parts). Confirm the type of seal when ordering a replacement gasket or 0-ring. G-49 A-2360-20 M.J. accessories shipped unassembled G-202 G-200 G-207 G-41 G-201 G-208 G-203 G-210- G16 G-211" G 205 G-212- G-209 G-206 SEE PAGE 10.39 FOR ORDERING INSTRUCTIONS 2"-12" MUELLER°A-2360 RESILIENT Mueller Co. 10. 17 WEDGE GATE VALVE - M.J. x M.J. ✓ Rev.8-04 RECOMMENDED OR APPROVAL AA A UTIL NCUGI►UEERING DATE Dimensions Dimension* Nominal size 2" 3" 4" 6„ 8„ 1011 12" A I-} 9.88 12.38 14.19 10.00 18.00 11.50 21.50 12.50 25.50 14.75 28.62 14.88 8.50 9.00 _ L 2.50 2.50 2.50 2.50 2.50 _ 2.50 2.50 rN 4.62 7.50 9.12 11.12 13.37 15.62 17.88 O (number and size of holes) 4-7/8 4-7/8 4-7/8 6-7/8 6-7/8 8-7/8 8-7/8 DD 3.50 14A0 5.00 6.50 7.50 19.75 9.88 (bore) 2.30 13.30 4.30 6.30 8.30 10.30 12 30 00 bolt circle diameter) 5.00 6.19 7.50 9.50 11.75 14.00 16.25 Turns to open 8 40 - - 11 14 20.5 26.5 33 38.5 Weights- -- 83 120 186 280 405 540 s All dimensions are in inches. All weights include accessories are in pounds and are approximate. Tyler/Union ,i MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment TEES CROSS Js Ti T q J' H H n FI- Ji i FI H t I J' i T T T T MJ Tee MJ x FE Tee MJ x Swivel Tee Cross Dimensions Weights Size T T' H J' J2 1' mi M1xFE MJxSt Cross 3 .34 .34 3.5 3.50 5.5 ... 26 29 ... 31 4x3 .35 .34 3.5 4.00 6.5 ... 35 34 ... 39 4 .35 .35 4.0 4,00 6.5 ... 36 39 ... 45 60 .37 .34 3.5 5.00 8.0 ... 51 54 6x4 .37 .35 4.0 5.00 8.0 ... 52 57 ... 62 6 .37 .37 5.0 5.00 8.0 10.50 66 68 77 79 8x3 .39 .34 4.0 6.50 9.0 ... 56 8x4 .39 .35 4.5 6.50 9.0 ... 72 82 ... 84 8x6 .39 .37 5.5 6.50 9.0 11.50 79 81 105 98 8 .39 .39 6.5 6.50 9.0 11.50 90 101 116 112 1Ox3 .41 .34 4.0 7.50 11.0 ... 80 ... ... ... IOx4 .41 .35 4.5 7.50 11.0 ... 82 92 ... 98 1Ox6 .41 .37 5.5 7.50 11.0 13.00 99 116 114 121 1Ox8 .41 .39 6.5 7.50 11.0 13.00 116 128 138 135 10 .41 .41 7.5 7.50 11.0 ... 132 144 ... 156 120 .43 .34 4.0 8.75 12.0 ... 99 ... ... 12x4 .43 .35 4.5 8.75 12.0 ... 108 118 ... 119 12x6 .43 .37 5.5 8.75 12.0 14.25 119 133 132 138 12x8 .43 .39 6.5 8.75 12.0 14.25 126 146 149 149 12x10 .43 .41 '-T.�' 8.75 12.0 ... 159 174 ... 187 12 .43 .43 8.75 8.75 12.0 ... 171 198 ... 202 14x6 .51 .44 6.5 10.50 14.0 16.00 183 205 211 210 14x8 .51 .45 7.5 10.50 14.0 ... 211 ... 231 14x10 .51 .46 8.5 10.50 14.0 ... 229 244 ... 255 14xl2 .51 .47 9.5 10.50 14.0 ... 245 284 ... 269 14 .51 .51 10.5 10.50 14.0 281 291 ... 299 16x6 .52 .45 6.5 11.50 15.0 17.00 222 230 243 250 16x8 .52 .46 7.5 11.50 15.0 ... 245 248 ... 264 16x10 .52 .47 8.5 11.50 15.0 ... 265 287 ... 286 16x12 .52 .48 9.5 11.50 15.0 ... 277 312 ... 312 16x14 .52 .51 10.5 11.50 15.0 ... 317 348 ... ... 16 .52 .52 11.5 11.50 15.0 ... 337 324 ... 457 RECOMMENDED t Weights include swivel gland FOR APPROVAL - '�(161 Gy 6'ATLR UTILITY ENGWEERING DATE Tyler Pipe/Ufilifies Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 4-4-2003 Union Foundry Company • P.O. Box 309 • Anniston, Alabomo 36202 • (256) 236-7601 3 T er Union �` MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" LIL Listed For Fire Main Equipment SAMPLE SPECIFICATIONS Mechanical Joint watermain fittings with accessories, 2" through 36" shall be produced in the USA of Ductile Iron in accordance with and meet all applicable terms and provisions of standards ANSI/AWWA C153/A21.53 ANSI/AWWA C111/A21.11 (current revisions). Ductile Iron Mechanical Joint Fittings 3" through 24" shall be rated for 350 PSI working pressure. 30" through 36" shall be rated for 250 psi working pressure NOTE - EXCEPTIONS: Mechanical Joint Fittings with flanged branches are rated for water pressure of 250 PSI. NOTE: Fittings are CEMENT LINED and seal coated in accordance with ANSI/AWWA C104/A21.4; also available double cement -lined, bare or epoxy coated. K, JOINT DIMENSIONS IN INCHES Size A Dia. B C Dia. D Dia. F Dia. J Dia. K' Dio. K2 Dia 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.08 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 BENDS BOLTS Size S/8x3 '/4x3'/2 3/4x3'/2 '/4x3'/2 '/4x3'/2 3/4x3'/2 '/4x4 3/4x4 '/4x4 3/4x4 '/ex4'/2 1x5'/2 1 x5'/2 T 7 No. 4 4 6 6 8 8 10 12 12 14 16 20 24 1 D c F A K' L M S T X .58 .62 .39 .33 3 .60 .75 .39 .34 7/8 .63 .88 .43 .36 7/8 .66 1.00 .45 .38 '/e .70 1.00 .47 .40 7/8 .73 1.00 .49 .42 '/a .79 1.25 .56 .47 7/8 .85 1.31 .57 .50 7/8 1.00 1.38 .68 .54 7/8 1.02 1.44 .69 .57 '/e 1.02 1.56 ,75 1 7/8 1.if' mm�2 � 1'/e . 1.45_owmg f3°'Ab 1 a 90' Bends (1/4) 450 Bends (1/8) 22'/20 Bends (1/16) l l'/4° (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 19 2.00 3.62 17 1.50 4.98 15 1.25 7.62 16 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 20 1.55 10.70 20 6 .37 6.5 6.0 49 3.50 7.25 39 2.59 10.50 31 1.81 13.26 29 8 .39 7.5 7.0 64 4.00 8.44 56 2.85 11.80 50 2.06 15.80 45 10 .41 9.5 9.0 102 5.01 10.88 78 3.35 14.35 66 2,32 18.36 59 12 .43 10.5 10.0 129 5.98 13.25 102 3.86 16.90 87 2.56 20.90 82 14 .51 12.0 11.5 214 5.50 12.06 155 3.93 17.25 142 2.59 21.25 136 16 .52 13.0 12.5 273 5.98 13.25 204 3.98 17.50 178 2.62 21.50 157 18 .59 15.5 14.0 411 7.50 14.50 292 7.50 30.19 286 7.50 60.94 283 20 .60 17.0 15.5 519 8.00 16.88 372 8.50 35.19 376 8.50 71.07 374 24 .62 20.0 18.5 721 9.00 18.12 490 9.00 37.69 512 9.00 76.12 487 30 ' (Available Soon see List Prices) ' (Available Soon see List Prices) ' (Available Soon see List Prices) ' (Available Soon see List Prices) 36 (Available Soon see List Prices) ' (Available Soon see List Prices) * (Available Soon see List Prices) * (Available Soon see List Prices) Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 4-4-2003 Union Foundry Company 0 P.O. Box 309 • Anniston, Alabama 36202 9 (256) 236-7601 1 2 Tyler/Union BENDS R AA1 MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment Y -I Y I--- Y �q T �T -I l.- I - 90' Bend MJ x PE (1/4) 45° Bend MJ x PE (1/8) 22' z Bend MJ x PE (1/16) 11'/4° Y -1 Bend MJ x PE (1/32) imensions Dimensions Dimensions Dimensions Size T A Y R Weight A Y R Weight A Y R Weight A Y R Weight 3 .34 4.5 10.0 4.0 18 2.0 7.5 3.62 17 1.50 7.00 4.98 19 1.25 6.75 7.62 15 4 .35 5.0 10.5 4.5 26 2.5 8.0 4.81 22 1.82 7.32 6.66 20 1.55 7.05 10.70 20 6 .37 6.5 12.0 6.0 45 3.5 9.0 7.25 38 2.58 8.08 13.50 33 1.80 7.30 13.26 32 8 .39 7.5 13.0 7.0 64 4.0 9.5 8.44 55 2.84 8.34 11.80 51 2.05 7.55 15.80 44 10 .41 9.5 15.0 9.0 108 5.0 10.5 10.88 78 3.35 8.85 14.35 66 2.31 7.81 18.36 60 12 .43 10.5 16.0 10.0 114 6.0 11.5 13.25 104 3.86 9.36 16.90 89 2.56 8.06 20.90 79 14 .51 12.0 20.0 11.5 219 5.5 13.5 12.06 165 3.93 11.93 17.25 152 2.59 10.59 21.25 137 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11.98 17.50 181 2.62 10.62 21.50 161 24 .62 17.0 25.0 15.58 710 7.5 16.2 14.69 460 9.00 17.00 37.69 455 9.00 17.00 76.12 475 30 ' voi able Soon see List Prices 1 on see list ' ble Soon see List Prices ) ' (Available Soon see List Prices) R FEDOMMENDED I- � I APPROUA 009 M �Ilc/ \ T �i \ A T 90' Bend MJ x Flange 4 en nge 22' z° en x ange ° (1 /4) (1 /8) (1 /16) (1 /32) F Dimensions Dimensions Dimensions Dimensions Size T A R F Weight A R F Weight A R F Weight A R F Weight 3 .34 4.5 4.0 5.5 21 ... ... ... ... 4 .35 5.0 4.5 6.5 28 2.50 3.56 4.0 34 1.75 3.81 4.0 34 1.50 5.12 4.0 19 6 .37 6.5 6.0 8.0 45 3.25 5.49 5.0 57 2.25 6.35 5.0 57 1.50 5.12 5.0 30 8 .39 7.5 7.0 9.0 73 4.25 7.93 5.5 83 2.50 7.62 5.5 83 1.75 7.70 5.5 50 10 .41 9.5 9.0 11.0 113 5.00 9.76 6.5 122 3.00 10.16 6.5 122 2.00 10.25 6.5 75 12 .43 10.5 10.0 12.0 141 6.0012.19 7.5 159 3.50 12.70 7.5 159 2.25 12.82 7.5 88 14 .51 12.0 11.5 14.0 217 5.5010.85 8.5 207 16 .52 13.0 12.5 15.0 280 6.00 12.02 9.5 290 B - - F- T - --� -.T 90' Swivel x Swivel Hydrant Ell E F ___ _ _ Dimensions j Size T A B C D E F R 'Weight 6 .37 10.5 15.5 6.90 11.2 6.81 7.98 6.0 74 A ' Weight includes two swivel glands. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company • P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 4-4-2003 Tyler/Union TEES (Contin p MMENpEp C�+ t APPROVAL I Z I T V W T /T MJ Tee MJ x FE Tee V MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" titru 12" LIL Listed For Fire Main Equipment MJ x Swivel Tee Size Dimensions T T' H J' J2 J3 NU Weights MJxFE tNUxS 18x6 .59 .44 6.5 12.5 15.5 18.0 275 261 279 18x8 .59 .45 7.5 12.5 ... ... 280 351 ... 18x10 .59 .47 8.5 12.5 ... ... 286 18x 12 .59 .49 9.5 12.5 ... ... 372 18x 14 .59 .56 10.5 12.5 ... ... 415 ... 18x 16 .59 .57 11.5 12.5 ... ... 445 18 .59 .59 12.5 12.5 ... ... 490 ... ... 20x6 .60 .44 7.0 14.0 17.0 19.5 335 362 358 20x8 .60 .45 8.0 14.0 ... ... 390 ... ... 20x10 .60 .47 9.0 14.0 ... ... 417 20x12 .60 .49 10.0 14.0 ... ... A60 ... 20x 14 .60 .56 11.0 14.0 ... ... 475 ... ... 20x 16 .60 .57 12.0 14.0 ... ... 530 20x 18 .60 .59 13.0 14.0 ... ... 560 ... 20 .60 .60 14.0 14.0 ... ... 605 ... ... 24x6 .62 .44 7.0 16.0 19.0 21.5 465 451 457 24x8 .62 .45 8.0 16.0 ... 475 24x10 .62 .47 9.0 16.0 ... ... 516 ... ... 24xl2 .62 .49 10.0 16.0 ... ... 549 580 ... 24x 14 .62 .56 11.0 16.0 ... ... 585 ... 24xl6 .62 .57 12.0 16.0 ... ... 625 744 ... 24x 18 .62 .59 13.0 16.0 ... ... 675 24x20 .62 .60 15.0 17.0 ... 740 ... 24 .62 .62 17.0 17.0 ... ... 844 ... ... 30x6 ' (Available Soon see List Prices) ... 30x8 ' (Available Soon see List Prices) ... 30x12 ' (Available Soon see List Prices) 30x16 ' (Available Soon see List Prices) ... 30x20 ' (Available Soon see List Prices) ... 30x24 ' (Available Soon see list Prices) ... 30 ' (Available Soon see List Prices) ... 36x16 ' (Available Soon see List Prices) ... 36x24 ' (Available Soon see List Prices) ... 36x30 ' (Available Soon see List Prices) ... 36 ' (Available Soon see List Prices) ... t Weights include swivel gland. MJ GLANDS Glands Size Weight Size Weight 3 3 12 10 4 4 14 17 6 5 16 21 8 6 18 22 10 9 20 32 24 37 Swivel x Solid Adapter with Swivel Gland Size by Wall Laying Length Thickness Weight 6xl3 .37 52 6x18 .37 65 6x24 .37 69 8x12 .39 52 VARIABLE 7 Swivel x Swivel Adapter Size by Wall Laying Length Thickness Weight 6xl2 .37 28 6x18 .37 49 6x24 .37 52 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 4 Union Foundry Company 9 P.O. Box 309 0 Anniston, Alabama 36202 0 (256) 236-7601 4-4.2003 {�f MENDEDMECHANICAL JOINT C 153 DUCTILE IRON Ty1er/Un'10G%T;W(0VAL COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment WYES Dimensions Size A / Y T T' Weights 3 2.0 8.5 .34 .34 36 4x3 1.0 9.0 .35 .34 39 4 2.5 9.5 .35 .35 45 6x4 1.5 11.0 .37 .35 67 6 3.0 13.0 .37 .37 85 8x4 0.5 13.0 .39 .35 86 8x6 2.0 14.5 .39 .37 109 8 3.5 16.0 .39 .39 117 1Ox4 0.0 15.0 .41 .35 112 1Ox6 1.0 16.0 .41 .37 129 1 Ox8 2.5 17.0 .41 .39 162 10 3.5 19.0 .41 .41 199 12x4 0.0 16.5 .43 .35 141 12x6 1.5 18.5 .43 .37 170 12x8 1.5 18.5 .43 .39 177 12x 10 3.0 20.0 .43 .41 216 12 4.5 22.5 .43 .43 269 t 14 6.0 25.0 .51 .51 476 16x6 0.0 21.0 .52 .45 300 16x8 0.5 22.5 .52 .46 349 t16x12 3.5 25.0 .52 .48 471 t16 6.5 28.0 .52 .52 635 ' Not included in AWWA C153. t Rated at 250 psi. 6 .37 .37 5.0 8x6 .39 .37 5.5 8 .39 .39 6.5 10 .41 .41 7.5 4-4-2003 ' 'Gtl'ti-c�)►dG DATE REDO ERS T T T T T T/ ✓ MJ x MJ MJSEBxPE ✓ MJLEBxPE V PE x PE ✓ Dimensions MJ SEB LEB PE Weights Size T T' L L L L MJ SEB LEB PE 4x3 .35 .34 4.0 9.5 9.5 15.0 18 17 60 .37 .34 5.0 10.5 10.5 16.0 28 25 6x4 .37 .35 4.0 9.5 9.5 15.0 28 26 8x4 .39 .35 5.0 10.5 10.5 16.0 36 34 8x6 .39 .37 4.0 9.5 9.5 15.0 39 38 1Ox4 .41 .35 7.0 12.5 12.5 18.0 53 46 1Ox6 .41 .37 5.0 10.5 10.5 16.0 59 48 1Ox8 .41 .39 4.0 9.5 9.5 15.0 54 52 12x4 .43 .35 9.0 14.5 14.5 20.0 67 61 12x6 .43 .37 7.0 12.5 12.5 18.0 64 58 12x8 .43 .39 5.0 10.5 10.5 16.0 57 62 12x 10 .43 .41 4.0 9.5 9.5 15.0 63 61 14x6 .51 .44 9.0 17.0 14.5 22.5 104 107 14x8 .51 .45 7.0 15.0 12.5 20.5 104 107 14x 10 .51 .46 5.0 13.0 10.5 18.5 100 102 14x 12 .51 .47 4.0 12.0 9.5 17.5 100 101 16x6 .52 A5 11.0 19.0 16.5 24.5 132 131 16x8 .52 .46 9.0 17.0 14.5 22.5 136 128 16xl0 .52 .47 7.0 15.0 12.5 20.5 128 124 16x12 .52 .48 5.0 13.0 10.5 18.5 120 123 16x14 .52 .51 4.0 12.0 12.0 20.0 140 139 18x8 .59 .45 14.0 22.0 19.5 27.5 201 180 18x 10 .59 .47 12.0 20.0 17.5 25.5 196 180 18x 12 .59 .49 10.0 18.0 15.5 23.5 175 170 18x14 .59 .56 8.0 16.0 16.0 24.0 180 181 18x16 .59 .57 7.0 15.0 15.0 23.0 194 180 20xl0 .60 A7 14.0 22.0 19.0 27.5 225 210 20x12 .60 .49 12.0 20.0 17.5 25.5 214 208 20xl4 .60 .56 10.0 18.0 18.0 26.0 208 198 20x16 .60 .57 8.0 16.0 16.0 24.0 225 215 20xl8 .60 .59 7.0 15.0 15.0 23.0 233 220 24x12 .62 .49 16.0 24.0 21.5 29.5 320 302 24x14 .62 .56 14.0 22.0 22.0 30.0 314 325 24x16 .62 .57 12.0 20.0 20.0 28.0 325 319 24xl8 .62 .59 10.0 18.0 18.0 26.0 325 310 24x20 .62 .60 8.0 16.0 16.0 24.0 315 305 30xl6 ' (Available Soon see List Prices) ... ... 30x18 ' (Available Soon see List Prices) ... ... 30x2O ' (Available Soon see List Prices) ... ... 30x24 ' (Available Soon see List Prices) ... ... 5.0 11.5 57 36xl6 ' (Available Soon see List Prices) 6.5 11.5 79 36x20 ` (Available Soon see List Prices) 6.5 12.5 83 36x24 ' (Available Soon see List Prices) 7.5 13.0 133 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company 0 P.O. Box 309 9 Anniston, Alabamo 36202 9 (256) 236-7601 17 18 27 20 27 26 36 33 39 30 51 ... 52 49 52 47 68 60 66 54 65 60 65 57 112 ... 108 ... 100 ... 100 100 141 128 136 136 128 123 119 113 138 133 195 ... 185 ... 190 ... 200 ... 190 ... 210 ... 210 ... 205 ... 222 ... 300 ... 322 ... 340 ... 5 Tyler/Union SOLID & TAPPED PLUGS & CAPS T T T T 3"-12" 14"-24" 3"-12" 14"-2411 MJ Plug MJ Cap Dimensions Max. Weights Size T Tap Plugs Caps 2 6 .46 cn , SA\ 10 18 8 : �®VR��25 10 .56 2 pr 32 12 .56 _2 A77 AG 46 14 :62 - 2' " 76 85 16 :62 2 98 94 18 .65 2 138 121 20 .66 2 158 149 24 .68 2 223 210 30 ' (Available Soon see List Prices) ... ... 36 ' (Available Soon see List Prices) ... MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment SOLID SLEEVES T T LZ Short Long Dimensions Weights Size T L' L' Short Long 3 .34 7.5 12 13 22 4 .35 7.5 12 19 25 6 .37 7.5 12 28 39 8 .39 7.5 12 38 55 10 Al 7.5 12 48 68 12 .43 7.5 12 62 81 14 .56 9.5 15 116 146 16 .57 9.5 15 138 174 18 .68 9.5 15 160 230 20 .69 9.5 15 212 269 24 .75 9.5 15 272 380 30 ' (Available Soon see List Prices) ... ... 36 ' (Available Soon see List Prices) ... ... ADAPTERS Li _ T TAPPED TEE ' - 1 MJ x FE ✓ Dimensions ;``L, reQ �iTiiJ `5 Size T L L2 FE x PE Weights MJxFE FExPE 3 .34 6 12 18 ... MJ Tapped Tee (2" Tap) 4 .35 6 12 26 23 Dimensions 6 .37 6 12 36 35 Size T L Max. Tap Weights 8 .39 6 12 50 50 3 .34 6 2 19 10 .41 6 12 60 69 4 .35 6 2 23 12 .43 6 12 88 88 6 .37 6 2 35 14 .51 6 12 127 ... 8 .39 6 2 54 16 .52 6 12 155 149 10 .41 6 2 68 20 .60 6 ... 275 ... 12 .43 6 2 88 30 .66 8 16 .52 6 2 164 36 .74 8 ... ,.. ... Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 6 Union Foundry Company • P.O. Box 309 9 Anniston, Alabama 36202 • (256) 236-7601 4-4-2003 Tyler/Union MECHANICAL JOINT DUCTILE IRON COMPACT SPLIT REPAIR GLANDS 0 c Q MJ Compact Split Repair Glands Size Inside Diameter (+.07-.03) Bolt Circle (+-.06) Weight Lbs. 4 4.90 7.50 4.0 6 7.00 9.50 5.0 8 9.15 11.75 6.0 10 11.20 14.00 7.7 12 13.50 16.25 10.2 Split glands work with standard MJ gaskets and standard T- head bolts. Glands are shipped in halves and do not need separate bolts. T-head bolts alone hold the halves together. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company • P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 4-4-2003 Fin APPROVAL WATER UTUTYENuiNEERING DATE FERGUSON" Waterworks V16;' V Import Valve Box -=-' Program Product INFORMATION ,IFERGUSON@ Waterworks Table of Contents II. Vendor Cross 0M D ;- /1/ _© ,PPRO L Reference Sheet Purchase Specifications Packaging Information Sheet TO --19,.___ IV. Submittal Drawings - 7 518 '--- 73e,�;�� : 1 1/2'EWER ' + V4" LETTER f a IMPORT- VALVE BOX DC PROGRAM ITEM FERGUSON FERGUSON # CODE DESCRIPTION TYLER SIGMA VENDOR GENERAL OLYMPIC STAR FOUNDRIES FOUNDRY DSI CASTINGS, D&L INLAND INC. SUPPLY FOUNDRY 1 FWWVBL40WTR 5-1/04 DROP VLV BX LID - WTR N/A VB2600 N/A N/A 13-5120 13-5120 N/A N/A N/A 2 FWWVBL35WTR 5-1/4 DROP VLV BX LID - WTR 5-1/4 DROP LID N/A VBLIDW VBLID 13-5800 13-5800 VB-CI LID WTR M-8044 WTR 2052-W 3 FWWVBL35SWR 5-1/4 DROP VLV BX LID - SWR 5-1/4 DROP LID N/A VBLIDS VBLID 1305801 1305801 VB-CI LID SWR M-8044 SWR 2052-S 4 FWWVB91DWTR CI VLV BX WTR LID F/ 910 N/A N/A N/A N/A 13-5050 13-5050 N/A N/A N/A 5 FWWVB910SWR Cl VLV BX SWR LID F/ 910 N/A N/A NIA N/A 13-5052 13-5052 N/A N/A N/A 6 FWWM1007CO 8X4 MON CO BOY & CVR N/A N/A N/A N/A 14-613ONSET (M1007) 14-613ONSET (M1007) N/A N/A N/A 7 FWWM1007SWR 8X4 MON CO BOY & CVR SWR N/A N/A N/A 14-6132NSET (M1007) 14-6132NSET (M1007) N/A N/A N/A 8 FWW1007SC 8X4 MON CO BOY & CVR DT N/A N/ N/A N/A 14-6130SET (M1007) 14-6130SET (101007) N/A N/A N/A 9 FWWM1007SCSWR 8X4 MON CO BDY & CVR DT SWR 'VIA N/{C N/A N/A 14-6132SET (M1007) 14-6132SET (M1007) N/A N/A N/A 10 FWWV8461A 2PC SLIP CI VLV BX 1OT/15B 461-A VB461 L V8461AWO/L 30461 N/A 461-A N/A N/A N/A 11 FWWVB562A 2PC SLIP CI VLV BX 16T/24B 562-A V8462L VB562AWO/L 30562 N/A 562-A CI-562-A N/A N/A 12 FWWVB564A 2PC SLIP CI VLV BX 16T/36B 564-A VB464L VB564AWO/L 30564 N/A 564-A CI-564-A M-8040 N/A 13 FWWVB664A 2PC SLIP CI VLV BX 26T/36B 664-A VB466L VB664AWO/L 30664 N/A 664-A N/A M-8042 N/A 14 FWWVB666A 2PC SLIP CI VLV BX 26T/48B 666-A VB467L V8666AWO/L 30666 N/A 666-A CI-666-A N/A N/A 15 FWWVB461S 2PC SC CI VLV BX 1OT/15B 461-S VB261L VB461SWO/L 32461 N/A 461-S N/A N/A N/A 16 FWWVB462S 2PC SC CI VLV BX 1OT/24B 462-S N/A VB462SWO/L 32462 N/A 462-S CI-462-S N/A N/A 17 FWWVB562S 2PC SC CI VLV BX 16T/24B 562-S VB262L VB562SWO/L 32562 N/A 562-S CI-562-S N/A N/A 18 FWWVB563S 2PC SC CI VLV BX 16T/30B 563-S N/A V8563SWO/L 34000/32563 N/A 563-S CI-563-S N/A N/A 19 FWWVB564S 2PC SC CI VLV BX 16T/36B 564-S VB264L VB564SWO/L 32564 N/A 564-S CI-564-S N/A N/A 20 FWWVB662S 2PC SC CI VLV BX 26T/30B 662-S N/A N/A 32662 N/A 662-S CI-662-S N/A N/A 21 FWWVB664S 2PC SC CI VLV BX 26T/36B 664-S VB266L VB664SWO/L 32664 N/A 664-S CI-664-S N/A N/A 22 FWWVB8450 2PC VLV BX CORPUS CHRISTI N/A VB106 N/A N/A N/A N/A N/A N/A N/A 23 FWWVB910TOP 18 CI VLV BX TOP ONLYN/A N/A N/A N/A 13-5057 13-5057 N/A N/A N/A 24 FWVVVB940TOP18 18 CI VLV BX TOP W/ RING N/A N/A N/A N/A 13-5235 13-5235 N/A N/A 2060 25 FWWVB940DSLID VLV BX DP SKT CVR WTR N/A N/A NIA N/A 13-5205 13-5205 N/A N/A N/A 26 FWW30006BSE #6 VLV BX BASE ONLY #6 BASE VB6306 VBBASE#6 30006 N/A N/A #6 BASE N/A N/A 27 FWW3016OBSE #160 VLV BX BASE ONLY #160 BASE VB63160 VBBASE#160 30160 N/A N/A #160 OVAL BASE N/A N/A 28 FWWVB24BOTONLY 24 VLV BX BOT 24B VB4622 VBB24A 30562E 13-5260 13-5260 940 - 24" M-8062 2060-1 29 FWWV836BOTONLY 36 VLV BX BOT 36B V84662 VBB36A 30664B 13-5270 13-5270 940.36' M-8064 N/A JASON WALSH 4106/05 ,qFERGUSONproduct Purchase Waterworks Specifications GENERAL: Cast iron valve boxes shall be manufactured as shown on the drawing and as specified herein. QUALITY CONTROL: The manufacturer shall establish the necessary quality control and inspection practices to insure compliance with these specifications. The manufacturer shall certify in writing that all products purchased by Ferguson Enterprises have been manufactured in compliance with these specifications. Each container shipped shall include the manufacturers' compliance certification. MATERIALS: All valve boxes shown on the drawings shall be manufactured in accordance with the provisions of ASTM A-48, Grade 30B. All valve boxes and related parts, other than stainless steel bolts, shall be coated on all surfaces with an ASPHALTIC VARNISH of 2 mils in thickness and shall conform to the latest revision of AWWA C-104. SHIPPING NOTIFICATION: Ferguson procurement shall be notified one week in advance of arrival of shipping containers at the required port of entry. SHIPPING CONTAINERS: Valve box shipping containers shall be steel, aluminum or wood gaylords conforming to FEI shelf requirements and as shown on FEI Program Packaging Sheet dated 4/6/05. ITEM # FERGUSON CODE FERGUSON DESCRIPTION VALVEIMPORT UNIT WEIGHT (Ibs) •PROGRAM* SMALLEST (in inches) 'PACKAGING SMALLEST PACKAGE WEIGHT PACKAGE PKG OTY NET (Ibs) GROSS (Ibs) LENGTH (in) PACKAGE HEIGHT (in) PKG UM 1 FWWVBL40WTR 5-1/04 DROP VLV BX LID - WTR 13 45 X 44 X 44 200 PCs 2600 2666 45 44 1 CRATE 2 FWWVBL35WTR 5-1/4 DROP VLV BX LID - WTR 9 45 X 44 X 40 200 PCs 1800 1866 45 40 1 CRATE 3 FWWVBL35SWR 5-1/4 DROP VLV BX LID - SWR 9 45 X 44 X 40 200 PCs 1800 1866 45 40 1 CRATE 4 FWWVB910WTR Cl VLV BX WTR LID F/ 910 14 45 X 44 X 40 150 PCs 2100 2166 45 40 1 CRATE 5 FWWVB910SWR Cl VLV BX SWR LID F/ 910 14 45 X 44 X 40 150 PCs 2100 2166 45 40 1 CRATE 6 FWWM1007CO 8X4 MON CO BOY & CVR 56 60 X 40 X 20 32 SETS 1792 1858 60 20 1 CRATE 7 FWWM1007SWR 8X4 MON CO BOY & CVR SWR 56 60 X 40 X 20 32 SETS 1792 1858 60 20 1 CRATE 8 FWW1007SC 8X4 MON CO BOY & CVR DT 54 60 X 40 X 20 32 SETS 1728 1794 60 20 1 CRATE 9 FWWM1007SCSWR 8X4 MON CO BDY & CVR DT SWR 54 60 X 40 X 20 32 SETS 1728 1794 60 20 1 CRATE 10 FWWVB461A 2PC SLIP Cl VLV BX 10T/15B 34 45 X 44 X 44 40 SETS 1360 1426 45 44 1 CRATE 11 FWWVB562A 2PC SLIP Cl VLV BX 16T/24B 55 45 X 44 X 44 25 SETS 1375 1441 45 44 1 CRATE 12 FWWVB564A 2PC SLIP Cl VLV BX 16T/36B 72 45 X 44 X 44 20 SETS 1440 1506 45 44 1 CRATE 13 FWWVB664A 2PC SLIP Cl VLV BX 26T/36B 87 45 X 44 X 44 20 SETS 1740 1806 45 44 1 CRATE 14 FWWVB666A 2PC SLIP Cl VLV BX 26T/48B 106 45 X 60 X 45 20 SETS 2120 2186 45 45 1 CRATE 15 FWWVB461S 2PC SC Cl VLV BX 10T/15B 34 45 X 44 X 44 40 SETS 1360 1426 45 44 1 CRATE 16 FWWVB462S 2PC SC Cl VLV BX 10T/24B 53 45 X 44 X 44 32 SETS 1696 1762 45 44 1 CRATE 17 FWWVB562S 2PC SC Cl VLV BX 16T/24B 55 45 X 44 X 44 32 SETS 1760 1826 45 44 1 CRATE 18 FWWVB563S 2PC SC Cl VLV BX 16T/30B 74 45 X 44 X 44 25 SETS 1850 1916 45 44 1 CRATE 19 FWWVB564S 2PC SC Cl VLV BX 16T/36B 72 45 X 44 X 44 20 SETS 1440 1506 45 44 1 CRATE 20 FWWVB662S 2PC SC Cl VLV BX 26T/30B 83 45 X 44 X 44 20 SETS 1660 1726 45 44 1 CRATE 21 FWWVB664S 2PC SC Cl VLV BX 26T/36B 87 45 X 44 X 44 20 PCS 1780 1840 45 44 1 CRATE 22 FWWVB8450 2PC VLV BX CORPUS CHRISTI 69 42 X 42 X 44 36 SETS 2484 2550 42 44 1 CRATE 23 FWWVB910TOP 18 Cl VLV BX TOP ONLYN/A 42 45 X 44 X 44 72 PCS 3024 3090 45 44 1 CRATE 24 FWWVB940TOP18 18 Cl VLV BX TOP W/ RING 42 45 X 44 X 44 24 PCS 1008 1068 45 44 1 CRATE 25 FWWVB940DSLID VLV BX DP SKT CVR WTR 12 45 X 44 X 44 200 PCs 2400 2466 45 44 1 CRATE 26 FWW30006BSE #6 VLV BX BASE ONLY 30 45 X 44 X 44 36 PCS 1080 1146 45 44 1 CRATE 27 FWW3016OBSE #160 VLV BX BASE ONLY 64 45 X 44 X 44 36 PCS 1 2304 1 2370 45 44 1 CRATE 28 FWWVB24BOTONLY 24 VLV BX BOT 32 45 X 44 X 44 43 PCS 1376 1442 45 44 1 CRATE 29 FWWVB36BOTONLY 36 VLV BX BOT 46 45 X 44 X 44 30 PCS 1380 1446 45 44 1 CRATE JASON WALSH 4/06/05 ZFERGUSON' Waterworks � 1 1 /8" 11 3/4" 18 1/8" 8 1/8" DIA.- 6 7/8" DIA. - 6 3/4"� 1 1/16" 1" - 91 /4" DIA.-f - 8 5/8" DIA.- 6 1/8" DIA. -� 7 3/16" DIA.- RECOMMENDED FOR APPROVA' i _. k, �; .R UTILITY ENGINEERING DATE 3" FERGUSON a RZGOMMENDED ,q FOR RPPROVA! D� �11�LoL- Waterworks Cast Iron Valve Boxes IF — TOP VIEW 7/16" 5 DEGREE 6 3/4" DIA. DRAFT a � � � o WATE 511 ao I LO 1 "' a D ` < 21 —� 5Is" 7/s " BOTTOM VIEW 15/16 1 /2 " / 5/8" ZFERGUSONO Waterworks Cast Iron Valve Boxes BOXESCAST IRON TWO-PIECE VALVE BOTTOM 5 3/4" TOP 9" - 7 5/8" 7 s/s" Ui7 1DED rro s 3/8' ° ,JPRCVAL Uj W - 2„ pJp Q y ff5Gi1; ING DATE Q oC - Q > - LI! 61/8"�I61 /2" 61 /2"-�I 91/2----------------- 3/8"tl I* 8" � " 101 /4"� ITEM NUMBER DIMENSIONS (in inches) TOP BOTTOM RANGE FWWV6461A 10 15 20-24 FWWVB562A 16 24 28-38 FWWV6564A 16 36 40-51 FWWV6664A 26 36 40-61 FWWVB666A 26 48 52-82 FERGUSON ° Waterworks Cast Iron Valve Boxes CAST IRON TWO-PIECE VALVE BOXES 5 3/4"*j 1/4"-�!,* 151/4" TOP 911 11/2 7 5/8 7 3/8"-+- 6 3/8 W BOTTOM t [1.1 ... tzl., ....... LLI................... _j = cc 11/2" JAL' t t 61/2" 1�63/411 7 3/16 318'fLtj 0 8 1/4 ITEM DIMENSIONS (in inches) NUMBER TOP BOTTOM RANGE FWWV6461 S 10 15 19-22 FWWV6462S 10 24 27-32 FWWVB562S 16 24 27-37 FWWVB563S 16 30 33-43 FWWV6564S 16 36 39-50 FWWVB662S 26 30 36-52 FWWVB664S 26 36 39-60 for 4" through 12" valves, 5-1/4" shaft, screw -type ZFERGUSON8 Waterworks Cast Iron Valve Boxes 7 1/8' 17- + t 31/2" L5 7/8"J COVER SECTION 13" 81/2"-> IE-71/4� 1 1 1" T 4" 1 /2" 9" FRAME SECTION BOX AND COVER TOP VIEW "FERGUSON ° Waterworks Cast Iron Valve Boxes 1 1 /2" 3/4" 12" 3 8 1 1 /2" 811 1 3/1 Imo-_ 7" 7 1 /2" 3/4" 18" AMERICAN Ductile Iroro., Pipe AMERICAN DUCTILE IRON PIPE Aub Portl ,d- .Ycea+kertm ®AI rm.,w Han as C ty L. �Qr µ dlothnn Fountain Yalloy� - Tulin 9r<ntw d�r�.w.-. l ^^+ i °�'"'• Allan aPhoe ix `""" Maum .Hr'4'. 0'•,i* Birmi CMm' D*a Ri°•O ndn , T.i Laf. An t n4P nt City AMERICAN DUCTILE IRON PIPE ('j „d Stork .rM * aann sak, onkr P°1°Px"° Sales Territories ($ Srak Dpot HP1Ch ' -� Ltdile (Hlice American Ductile Iron Pipe (A Division of ACIPCO) General Offices and Plants Mailing Address: Street Address: Customer Service: P.O. Box 2727 1501 31st Avenue North 1-800-442-ADIP (2347) Birmingham, AL 35202-2727 Birmingham, AL 35207 Facsimile 1-800-442-2348 Internet Address: http://www.acipco.com District Sales Offices Grand Rapids Regional Depot MINNEAPOLIS PITTSBURGH 6170 Alden Nash Road 21695 Highview Avenue 2581 Washington Rd. ATLANTA Alto, MI 49302 Lakeville, MN 55044 Ste. 220/222 3575 Koger Boulevard Telephone: 616/868-7041 Telephone:952/469-1100 Pittsburgh, PA 15241 Ste. 240, Duluth, GA 30096 Facsimile: 616/868-7046 Facsimile: 952/469-3311 Telephone: 412/851-1230 Telephone:770/381-3611 DALLAS Oregon Satellite Office: Faksimile:412/851-1243 Facsimile: 770/381-3688 Preston Plaza 16055 SW Walker Road New England Satellite Office: North Carolina satellite Office: 17950 Preston Road, Ste. 990 Dallas, TX 75252 Ste. 417, Beaverton, OR 97006 637 Wyckoff Avenue P.O. Box1147 Telephone: 503/439-9441 Ste. 230, Wyckoff, NJ 07481 Jamestown, NC27282 Telephone: 214/237-1900 Facsunile:214/237-1901 Facsimile:503/439.0967 Telephone:336/218-7030 Facsimone:21/891- 971 Facsimile:201/891-0971 Facsirmile:336/218-7031 onsa Arl¢nsassatelliteOffice: Washington Satellite Office: P.M.B. 222-3930 A Street SE New Jersey Satellite Office: South Carolina Satellite Office: 6 Ouachita Cove 6 u achitmelle, C 72113 Ste. 305, Aubum, WA 980M 1614-0 Union Valley Road P.O. Box 1308, Irmo, SC 29063 Telephone: 501 /851-0947 a Telephone: 253/T35-8281 Facsimile:253/T35-8278 304 Ste. t Nl WestMilford,3/ 07480 Telephone: �P Facsimile: 803/407-9108 Facsimile: 501/8514111 53-42 Telephone: 973/8534286 Louisiana Satellite Office: Minneapolis Regional D �i Facsimile:973/853-4289 BIRMINGHAM III Rieerchase Office Plaza P.O. Box 2165 Lake Charles LA 706D2 Avenue 21695 e, MN Lakeville, MN 55044 Virginia Satellite Ste. 226 &man am, AL gh Telephone: 337/436-8116 Facsimile: 205/307-3871 NorthwestRegionalDepot Ridge Mdlot Shadow Ridge Rd. 23112 Mlepho Telephone: 205/307-2800 (e-fax only) 9700 North Hunt Telephone: 804/7634671 e:80 /763- Facsimile:205/307-2806 Portland, OR 97217 Facsimile: 804/763-0154 Kentudry Satellite Off ce: Oklahoma Satellite Office 11408 S. Date Street ORLANDO Richmond Regional Depot 3703 WoodgPlace Jenks, OkLalaoma 74037 2301 Maitland Center Pkwy. 5000 Deepwater Term nal Rd. Louisville, KY 4 02e 45 Telephone:918/298-4446 Ste. 430, Maitland, FL 32751 Richmond, VA 23234 Telephone:502/243-0510 Facsimile:918/298-4449 Telephone:407/660-8786 Facsimile: 407/660-1851 SACRAMENTO Facsimile: 502/243-0650 Texas satellite Office: 4811 Chippendale Drive Tennesee Satellite Office: P.O. Box 1389 Southeast Florida Satellite Ste. 707 7003 Chadwick Dr., Ste. 361 Austin, TX 78767-1389 Office: Sacramento, CA 95841-2554 Brentwood, TN 37027 Telephone: 512/499-8145 6096 Drake Street Telephone: 9161339-8151 Telephone:615/370-2900 Facsimile: 5121499-8177 Jupiter FL33458 Facsimile:916/339-8161 Facsimile: 615/370-2901 Telephone: 561 /747-6640 KANSASCTTY Facsimile: 561 /747-6987 Sacramento Satellite Office. CHICAGO 6445 Carter Avenue 18377 Stanslaus Street 2225 Enterprise Road, Ste. 2502 P.O. Box 40 Plant City Regional Depot Fountain Valley, CA 92708 Westchester, IL 60154 Shawnee Mission, KS 662ol am 2910 Sammonds Road Telephone: 714/593-0325 Telephone: 708/947-7680 (Depot located on Carter Ave. at Plait Cly, FL 33563 Facsimile: 205/307-3886 Facsimile: 708/947-7685 65th St, Meriam, KS) Telephone: 813/752-6521 Telephone: 913/432A112 Facsimile: 813/759-6504 AnzDm Regional Depot MldiiganSatellite Office: Faksimile:913/4324157 4703 W. Pasadena Ave. 903 S. Latson Road Pompano Regional Depot Glendale, AZ 85301 Ste, 291 Colorado Satellite ONice: 4000 N. Dixie Highway Howell, MI 48943 P.O. Box 1735 Pompano Beach, FL 330644355 Southern California Regional Telephone: 517/545-06D4 Castle Rock, CO 80104 Telephone: 954/781-6568 Depot Facsimile: 517/54544541 Telephone: 303/660-2321 Facsimile:954/946AO91 15550 Arrow Route Highway Facsimile: 303/660-2317 Fontana, CA 92335 INTERNATIONAL SALES. P.O. Box 2727. Birmingham, AL 35202-2727. Telephone: 205/325-7815. Facsimile: 205/325-8014. AMERICAN Ductile Iron Pipe Centrifugally Cast in Metal Molds or Sand -Lined Molds For Water or Other Liquids. What is AMERICAN Ductile Iron? The ideal of cast iron with ductility, long sought by metallurgists, was realized with the introduction of ductile iron in 1948. Acclaimed to be one of the most significant metallurgical developments in this century, ductile iron has had an increasing impact in many industries. Ductile iron has ductility —as the name implies —and in addition, it has strength and impact resistance far greater than that of gray iron; yet it retains the proven cor- rosion resistance of gray iron, thus making it an ideal piping material. American Cast Iron Pipe Company pioneered in the development of ductile iron pipe and produced experimental casts of ductile pipe and fittings as early as 1948. In 1949 Mr. C.K. Donoho, AMERI- CAN's chief metallurgist, authored a paper on the amazing properties of this Photomicrograph showing graphite form in gray iron. new metal. Following this experimental work, the first shipment of AMERICAN Ductile Iron pipe was made in 1955. Production of ductile iron pipe has grown steadily and it is now a predominant pip- ing material for conveying water and other liquids. Ductile iron is produced by treating molten low -sulfur base iron with magne- sium under closely controlled conditions. The startling change in the metal is char- acterized by the free graphite in ductile iron being deposited in spheroidal or nodular form instead of flake form as in gray iron. With the free graphite in nodu- lar form, the continuity of the metal matrix is at a maximum, accounting for the formation of a far stronger, tougher ductile material greatly exceeding gray iron in strength, in ductility, and in impact characteristics. Photomicrograph showing graphite form in ductile iron. AMERICAN Ductile Iron -Grade 60-42-10 Minimum Physical Properties AWWA C151 These properties are verified by ten- sile samples taken from the wall of the pipe. =ie. 3-1 Tensile Strength ...................60,000 psi Yield Strength ......................42,000 psi Elongation ...........................10 percent 3-1 AMERICAN DUCTILE IRON PIPE AMERICAN Ductile Iron pipe provides... High Impact Resistance AMERICAN Ductile Iron pipe has the high impact strength and toughness to withstand shocks usually encountered in transportation, handling and installation. These characteristics also provide added security against stresses induced by water hammer, highway traffic and unexpected adverse forces. Excellent impact resistance is confirmed by tests made at regular intervals in accordance with ANSI/AWWA C151/A21.51 Standard. Superior Strength AMERICAN utilizes the ideal combi- nation of chemical analysis and heat treat- ment to produce a pipe with the most desirable combination of high strength and excellent ductility ... a pipe that will withstand high internal pressure and deep cover ... a pipe providing added reliability and additional factors of safety for normal and for unusual conditions such as expan- sive soils and earth movement due to freezing and thawing. Assured, Proven Long Life Historical records document the proven service for centuries of gray cast iron pipe. Extensive laboratory and field tests conducted by many authorities under various installation conditions prove the soil corrosion resistance of ductile iron is at least as good as, if not better than, that of gray cast iron. The outstanding resistance of ductile iron pipe to soil corro- sion has been verified by more than four decades of service. After receiving the full force of a 4,500 pound weight dropped from a height of 30 feet, this 30" AMERICAN Ductile Iron pipe was severely deformed but did not fail. Design of AMERICAN Ductile Iron Pipe The principal standards covering ductile iron pipe are ANSVAW WA Cl 50/A21.50 and ANSVAWWA C151/A21.51. These and other standards are referenced throughout this Section either by the full ANSVAWWA designation or by only the AW WA numbering, such as AWWA C150. AMERICAN Ductile Iron pipe is designed for combinations of internal pressure, water hammer, earth load and truck load. Thicknesses are determined in accordance with ANSI/AWWA C150/ A21.50, employing design methods applicable to flexible pipe. Utilizing the principal mechanical properties of high 3-2 tensile strength, ductility and impact resis- tance, the design of ductile iron pipe is conservative in all respects and embodies high factors of safety. For qualification of pipe these properties are confirmed during production by frequent tensile and impact tests of specimens from the wall of pipe. Physical Properties The ductile iron in AMERICAN pipe is grade 60-42-10, an annealed grade with the following specified minimum proper- ties: tensile strength, 60,000 psi; yield strength, 42,000 psi; elongation, 10 per- cent. A typical stress -strain curve obtained on a tensile specimen from the wall of ductile iron pipe shows that the pipe metal is an elastic material; that is, its stress -strain relation is linear over a sub- stantial portion of the ultimate strength range. The average modulus of elasticity is 24,000,000 psi, the value used in the design equations. Beyond the yield point the metal continues to exhibit substantial ductility before ultimate failure. The high tensile strength of ductile iron allows the use of diameter -to -thick- ness ratios in which the deflection of the pipe, under trench loads, is of sufficient magnitude that the principles of flexible pipe design are applicable. Design Steps 1. Pipe is designed for internal pres- sure including working pressure and surge pressure as follows: Working pressure is the specified design working pressure. Surge pressure is 100 psi unless a different surge pressure is specified by the buyer or his engineer. The design internal pressure in psi is the safety factor 2.0 multiplied by the sum of the working pressure and the surge pressure (100 psi). The metal design strength is the minimum yield strength in tension of 42,000 psi. 2. Pipe is designed for external loads including both earth load and truck load as follows: Earth load is based on the prism load concept and normally conserva- tive weight of backfill soil of 120 Ib/cu.ft. Truck load is based on an AASH- TO H-20 truck with 16,000-lb wheel load and 1.5 impact factor considered at all depths for all sizes of pipe. The ring bending stress used in design is 48,000 psi. The maximum pipe deflection used in the design of cement -lined pipe is 3%. The design values for the five types of standard laying conditions in AWWA C150 and C151 (see Fig. 3- 2, page 3-12) are as follows: Type 1: E'= 150 Bedding Angle = 30° Type 2: E'= 300 Bedding Angle = 45° Type 3: E'= 400 Bedding Angle = 60° Type 4: E'= 500 Bedding Angle = 90° Type 5: E'= 700 Bedding Angle = 150' 3. The larger net thickness is selected from the internal pressure design thick- ness and the bending stress design thick- ness. To this thickness is added a service allowance of 0.08". The minimum thick- ness for deflection is then calculated and compared to that thickness. The larger of the two is selected. A casting tolerance is then added, giving the total design thick- ness of the pipe. Casting tolerances are listed in Table No. 3-1. 4. The pressure class thickness is determined by the selection of a standard pressure class thickness from Table No. 3- 8. If the calculated thickness is between two standard pressure class thicknesses, the larger of the two is selected. Later in this Section, tables show thicknesses of ductile pipe for a number of different pressures and depths of cover. For conditions not covered in tables, all formulas and data for designing ductile iron pipe are given in AWWA C150. 3-3 xNt Manufacture of AMERICAN Ductile Iron Pipe AMERICAN Ductile Iron pipe is cast centrifugally in nominal 20-foot laying lengths by the deLavaud process. After the careful proportioning of select high -quality raw materials, the melting of iron for the manufacture of AMERICAN Ductile Iron pipe takes place in one of the world's largest iron melting facilities under continually controlled condi- tions. AMERICAN also owns and operates one of the most impressive and modern scrap recycling facilities in the world. This facility ensures a dependable supply of high -quality shredded ferrous scrap for the production of high -quality piping products, conserving valuable natural resources in the process. This means, unlike many other types of pipe materials, AMERICAN Ductile Iron pipe is manufac- tured using predominantly recycled iron and steel, not virgin materials. The melting process utilizes a control computer in the operation of the highly sophisticated electronic and mechanical components of the system. Rigid clean air requirements are satisfied through modern emission control equipment. Molten iron flows from a Contiarc furnace and/or cupola, and in the melting facility is collected in 60-ton capacity ladles where it is desulfurized. From here the iron is transferred into a 1300-ton holder which provides a reservoir of iron of uniform chemistry. The molten iron is then transferred from the holder to core - less electric induction furnaces where chemistry and temperature are adjusted to the precise requirements of each produc- tion unit. The iron is then ready for treat- ment with magnesium, the most impor- tant step in the production of ductile iron, requiring close control of both the mechanics of the operation and the final chemistry of the iron. After treatment, each ladle is checked for exact content of magnesium and other elements, and the metal is sent to the production area for pouring. The molten iron is introduced into a horizontal rotating mold with the quantity of the metal poured controlling the pipe thickness. The centrifugal force generated by rotation holds the metal against the mold wall and forces lighter, non-metallic impurities to the inside of the pipe to be removed in the cleaning process. After the iron has solidified, the casting machine is stopped and the pipe is stripped from the mold. All AMERICAN Ductile Iron pipe is annealed in modern heat treating ovens View of modem plant where the large -diameter sizes of pipe are centrifugally cast in nominal 20-foot lengths by the deLavaud process. 3-4 AMERICAN DUCTILE IRON PIPE 's �t with precisely controlled time and temper- ature cycles to produce optimum physical properties. The pipe is then moved to pro- cessing stations where it is cleaned, machined, hydrostatically tested,.lined and coated, and given final inspection. AMERICAN Ductile Iron pipe in sizes 4" through 64" is manufactured in accor- dance with and meets or exceeds all applicable requirements of AWWA C151 Standard for "Ductile Iron Pipe, Centrifugally Cast, for Water or Other Liquids." The quality of AMERICAN's products and conformance to appropriate specifications is assured by the British Standards Institute's certification that AMERICAN's quality system complies with the ISO 9001 Quality Management System Standard. GENERAL REQUIREMENTS AMERICAN Ductile Iron pipe, with Fastite or mechanical joints, complies with AWWA C151 and the joints meet require- ments of AWWA C111. The outside diameters of 4"-48" are the same as for gray iron pipe that was formerly manufac- tured per AWWA C106 or C108, making ductile iron pipe completely interchange- able with gray iron pipe made to those standards with respect to joining diame- ters, accessories and fittings. The installation of ductile iron pipe is covered in AWWA C600, including general instructions for the assembly of push -on and mechanical joint pipe. See Section 2 of this Pipe Manual for detailed assembly instructions for Fastite and Mechanical Joint pipe. The nominal laying length of the pipe is as shown in tables in this Section. A maximum of 20 percent of the total num- ber of pipes of each size specified in an order may be furnished as much as 24" shorter than the nominal laying length, and an additional 10 percent may be fur- nished as much as 6" shorter than nomi- nal laying length. Dimensions The plain end, the socket of the pipe, and the accessories are gauged at suffi- ciently frequent intervals to ensure that the dimensions comply with the require- ments of AWWA C151. Thickness Minus thickness tolerances of pipe are shown below: Table No. 3-1 Size in. Minus Tolerance in. 4"-8" 0.05 10"-12" 0.06 14"-42" 0.07 48" 0.08 54"-64" 0.09 During production, each ladle of ductile iron is checked for exact content of magne- sium and other elements with this computer -controlled optical emission spectrometer. 3-5 An additional minus tolerance of 0.02" is permitted along the barrel of the pipe for a distance not to exceed 12". Weight The weight tolerance of pipe is minus 6 percent for pipe 12" and smaller in diameter, and minus 5 percent for pipe larger than 12" in diameter. COATINGS AND LININGS Outside Coating The outside coating for use under normal conditions is an asphaltic coating approximately 1 mil thick as specified in AWWA C151. The coating is applied to the outside of all pipe, unless otherwise specified. See Section 11. Inside Lining AMERICAN Ductile Iron pipe for water service is normally furnished with standard cement lining on the inside as specified in AWWA C104. For other types of service, pipe can be furnished uncoated inside or with cement lining, asphaltic lining, PolybonclP/us® lining, coal tar epoxy or with other special linings as may be required to meet special service conditions and as agreed upon at time of purchase. For more detailed information on coatings and linings see Section 11. TESTING To ensure that the properties of the finished pipe meet or exceed the require- ments of AWWA C151 and those of AMERICAN's quality control program, con- tinuous inspection and testing are per- formed. Spectral Analysis Following magnesium treatment of the molten metal, a sample is poured from each ladle for spectral analysis. Within minutes, the amount of magnesium and other elements in the iron is determined. This early verification of the metal compo- sition is a vital factor in the control of pipe quality. Tensile Test The physical characteristics of the pipe are continually checked by tensile tests made at a frequency of at least one such test during each casting period of approximately 3 hours. The tensile test specimens are cut from the pipe wall, and are machined from the midsection for testing. The acceptance values for test specimens are as follows: Each 30" and larger diameter AMERICAN Ductile Iron pipe is hydrostatically tested to 75% of yield strength which results in higher test pressures than those required by AWWA C151, varying to over 900 psi, depending on size and thickness of the pipe. 3-6 Grade of Iron: 60-42-10 Minimum tensile strength .........60,000 psi Minimum yield strength ............ 42,000 psi Minimum elongation ................10 percent Impact Test Impact tests are made on at least one sample machined from the pipe wall dur- ing each operating hour to ensure the desired toughness in the finished pipe. Notched Charpy impact tests are per- formed in accordance with ASTM E23, except that specimen size is 0.500" by full thickness of the pipe wall. The corrected acceptance value for this test is a mini- mum of 7 ft-lb for tests conducted at 70°F t 10e. Low -temperature impact tests are made from at least 10% of the test pipe to ensure compliance with a minimum corrected value of 3 ft-lb for tests conducted at -407 t 2°F. Hydrostatic Test As specified by AWWA C151, each pipe is subjected to a hydrostatic test of not less than 500 psi with the pipe under the full test pressure for at least 10 sec- onds. Suitable controls and recording devices are provided so that the test pres- sure and duration are positively con- trolled. Any pipe that leaks or does not withstand the test pressure is rejected. For even greater assurance of pipe quality, each 30" and larger AMERICAN Ductile Iron pipe is hydrostatically tested to 75% of yield strength of the metal, based on the nominal thickness of the pipe. As an example of the higher test pressures this dictates, each length of 30" diameter ductile iron pipe, Class 150 (the lightest class produced), 0.34" nominal wall, is tested to 669 psi. See Table No. 3- 2 for a listing of AMERICAN's hydrostatic tests on 30" and larger pressure class pipe. Contact AMERICAN if higher test pressures are desired. Hardness Test Hardness tests of pipe samples are routinely made to further ensure the qual- ity of the final product. MARKING PIPE The weight, class or nominal thick- ness, and casting period are shown on each pipe. AMERICAN's identifying mark, the year in which the pipe is produced, and the letters "DI" or "DUCTILE" are cast or stamped on the pipe. When speci- fied on the purchase order, initials not exceeding four in number are stamped on the pipe. All marks are on or near the bell. WEIGHING PIPE Each pipe is weighed before the application of any lining or coating other than the asphaltic coating. The weight is painted on the outside of the bell end. AMERICAN Ductile Iron Pipe Hydrostatic Proof Test Pressures Table No. 3-2 30"-64" Pressure Classes Pressure Class Size Outside Diarn. 150 200 250 300 350 in in. Wall Teat Wall Test Wall Tart Wall Teat Wall Tan Thi.- Pressure Thickness Pressure Thiekneu Pressure Thickness Pressure Thickness Pressure in. Psi in. psi M. psi Psi in. psi 30 32.00 0.34 669 0.38 748 0.42 827 0.45 886 0.49 965 36 38.30 0.38 625 0.42 691 0.47 773 0.51 839 0.56 921 42 44.50 0.41 580 0.47 665 0.52 736 0.57 807 0.63 892 48 50.80 0.46 570 0.52 645 0.58 719 0.64 794 0.70 868 54 57.56 0.51 558 0.58 635 0.65 711 0.72 788 0.79 865 60 61.61 0.54 552 0.61 624 0.68 695 0.76 777 0.83 849 64 65.67 0.56 537 0.64 614 0.72 691 0.80 767 0.87 835 These pressures produce a 31,500 psi stress in the pipe wall (which is equal to 75% of the 42,000 psi minimum yield strength for ductile iron pipe) leased on outside diameter and total standard thickness. Test pressure = 2 x T x 31,500 / O.D. 3-7 V AN AMERICAN Ductile Iron Fastite® Joint Pipe ANSI/AWWA C151/A21.51 Standard Dimensions D LAYING LENGTH RECOMMENDED FOR APPROVAL Dir-M.,r. in kh- SiZe Nominal Laying A D P in. Length ft.Outside Diameter Depth of Socket Bell O.D. 4 20 4.80 3.31 6.40 6 20 6.90 3.38 8.60 8 20 9.05 3.75 11.16 10 20 11.10 3.75 13.25 12 20 13.20 3.75 15.22 14 20 15.30 5.23 17.73 16 20 17.40 5.23 19.86 18 20 19.50 5.50 22.16 20 20 21.60 5.50 24.28 24 20 25.80 5.50 28.50 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 20 50.80 8.00 54.71 54 20 57.56 8.50 61.65 60 20 61.61 8.75 65.80 64 1 20 1 65.67 9.00 70.04 uirnensions suoiecr to change at our option. l,neCK AMLHK:AN it exact aimensions requrea. For Fastite assembly instructions see Section 2. d,^ JF � The liberal allowable deflection in the Fastite Joint facilitates pipeline installation with sweeping horizontal or vertical curves without the use of fittings. 3-8 .,3 �tidt AMERICAN DUCTILE IRON PIPE RECOMMENDED AMERICAN Ductile Iron Fastite® Joint Pip FOR APPROVAL Allowable Joint Deflection --- R LITYEXIWE RING _ ----- Y Table No. 3-4 Nominal Laying Maximum Recommended DeflectionIL k"` 9 For optimum assembly, the joints should be assembled with the pipe in reasonably straight alignment. Aft joint assern- by, the pipe may be deflected up to the maximum shown above. Offset distances are based on nominal 20-f t lengths. See Section 2 Table 2-4 for maximum allowable internal separation of 24' and larger Fastite joints. Special Fastite Deflection Bells Special Fastite bells are available which allow greater maximum joint deflection as follows: Table No. 3-5 x 3-9 s AMERICAN Ductile Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes RECOMMENDED FOR APPROVAL k6 11 i� 6r Vl'ATc� Table No. 3-12 Outside SPECIAL THICKNESS CLASSES -Wall Thickness in Inches' Size in. Diameter S0 51 52 53 54 55 56 in. 4 4.80 .26 .32 .35 .38 .41 6 6.90 .25 .28 .34 .37 .40 .43 8 9.05 .27 .30 r.31 .36 .39 .42 .45 10 11.10 .29 .32 .38 .41 .44 .47 12 13.20 .31 .34 .7 .40 .43 .46 .49 14 15.30 .33 .36 .39 .42 .45 .48 .51 16 17.40 .34 .37 .40 .43 .46 .49 .52 18 19.50 .35 .38 .41 .44 .47 50 53 20 21.60 .36 .39 .42 .45 .48 .51 .54 24 25.80 .38 .41 .44 .47 .50 .53 .56 30 32.00 .39 .43 .47 .51 .55 .59 .63 36 38.30 .43 .48 .53 .58 .63 .68 .73 42 11.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 54 57.56 .57 .65 .73 .81 1 .89 .97 1.05 'These are Special Thickness Classes as shown in AWWA C750 and Cl 51. They were previously designated standard thickness Gasses. AMERICAN can furnish any thickness in between these Special Thicknesses if deemed economical for major projects. Special classes are most appropriately used for some threaded, grooved, or ball and socket pipes or for extraordinary design conditions, and they are generally less available than standard pressure class pipe. For pressure rating and maximum depth of cover capabilities of Special Thickness Classes, check AMERICAN. These capabilities can be estimated by comparing metal thickness and capabilities of those of Pressure Classes in Table No. 3-11. or may be calculated by using the design formulas shown in AWWA C150. 3-20 RECTIVIt" �:;t "'T �FOBr�iI'if L �r+ �'sr�-t l c 1 - V,'A ER UTILITY E14GINEERING DATE AAAERICAN DUCTILE IRGIN PIPE A, AMERICAN Ductile Iron Fastite' Joint and Mechanical Joint Pipe ANSI/AWWA C151/A21.51 Wall Thickness and Weights for Special Thickness Classes Table No. 3-13 Weight in Pounds Size Thickness Wall Thickness Per Foot Fastite Joint Mechanical Joint' in. Class in. Plain End Per Foot Per 20' Per Foot Per 20' inc. Bell Nominal Length inc. Bell Neminal Length 4 51 .26 11.3 11.8 235 52 .29 12.6 13.1 165 - - 53 .32 13.8 14.3 185 14.5 290 54 .35 15.0 15.5 310 - - 55 .38 16.1 16.6 335 56 .41 17.3 17.8 355 6 50 .25 16.0 16.7 335 51 .28 17.8 18.5 370 - 52 .31 19.6 20.3 410 - 53 .34 21.4 22.1 445 22.3 450 54 .37 23.2 23.9 480 - 55 .40 25.0 25.7 515 - 56 .43 26.7 27.4 550 8 50 .27 22.8 23.8 480 51 .30 25.2 26.2 525 52 .33 27.7 28.7 575 53 .36 30.1 31.1 625 31.3 630 54 .39 32.5 33.5 675 - 55 .42 34.8 35.8 720 56 .45 37.2 38.3 770 10 50 .29 30.1 31.4 630 51 .32 33.2 34.5 695 52 .35 36.2 37.5 755 - - 53 .38 39.2 40.5 815 40.7 820 54 .41 42.1 43.5 845 - - 55 .44 45.1 46.5 935 56 .47 48.0 49.3 990 12 50 .31 38.4 40.0 805 51 .34 42.0 43.6 875 52 .37 45.6 47.2 950 53 .40 49.2 50.8 1020 51.1 1030 54 .43 52.8 54.3 1090 - - 55 .46 56.3 57.9 1165 56 .49 59.9 61.5 1235 14 50 .33 47.5 50.3 1010 51 .36 51.7 54.6 1095 52 .39 55.9 58.7 1175 53 .42 60.1 62.9 1260 54 .45 64.2 67.0 1345 55 .48 68.4 71_3 1430 56 .51 72.5 75.3 1510 16 50 .34 55.8 59.0 1180 51 .37 60.6 63.8 1290 52 .40 65.4 68.6 1375 53 .43 70.1 73.3 1470 54 .46 74.9 78.1 1565 55 .49 79.7 82.9 1660 56 .52 84.4 8Z6 1755 18 50 .35 64.4 68.0 1365 51 .38 69.8 73.4 1470 52 .41 75.2 78.8 1580 53 .44 80.6 84.2 1690 54 .47 86.0 89.6 1795 55 .50 91.3 95.0 1905 56 .53 96.7 100.3 2010 Mechanical Joint Pipe is available in 4'-12' diameters and Special Thickness Class 53 only. 3-21 t Bz-11 k, W61,' 1176;n CnCe.4z' r•r ►►7�(ffN ei 3-J7-67 , CARMAN Cadman, Inc. Suite too 7554 185th Avenue NE PO Box 97038 July 17, 2007 Redmond. NIA 98073-9738 425.867.1234 c,. 426.861.4046 Laser Underground & Earthworks Inc. www.cadman.com Attn: Dan 6632 S 191s1 PI, Suite E-104 Kent, WA 98032 Project: Renton Village Stomi Drain Dear Dan, Cadman, Inc. proposes to deliver the following concrete mix designs for the above referenced project: Mix Design Description Use 551080 5.5 Sack Ash 4" Slump 3000 PSI - Thrust Blocks Upon approval, kindly return a copy of the approved submittal to Cadman. Also, approval of this submittal carries with it approval for timely copies of all concrete test reports be forwarded to Cadman. Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project, sometimes providing that data for future projects. MSDS' and other technical data are available upon request. For any additional questions regarding this submittal or project, please contact: Gerry Bordon Sales Representative (425) 961-7121 Prepared By: Cadman, Inc. 4 01 Kathy Franklin J Sales Administrator July 17, 2007 Laser Underground & Earthworks Inc. Renton Village Storm Drain Page 2 of 3 Mix Design: 551080 Description: 5.5 Sack Ash 4" Slump Plant(s): Issaquah (51) All Plants (see footnote)* Specified Use: 3000 PSI - Thrust Blocks S.S.D. Weights per Cubic Yard Portland Cement, Type 1/II' Fly Ash (Slag) 2 ** Coarse Aggregate, 3/" Top Size 3 Coarse Aggregate, %" Top Size 4 Fine Aggregate, Concrete Sand 5 Water 6 Slump 411 + 111 440 lb 77 lb 8.21 cu. ft.* 3.13 cu. ft.* 8.15 cu. ft.* 275 lb Conforms to ASTM C-150 2 Conforms to ASTM C-618 3 WSDOT Approved Pit 4 WSDOT Approved Pit 5 WSDOT Approved Pit 6 Potable, Well, and/or Recycled * Multiply by the unit weight on the last page to determine the actual batch weight ** Slag may be used in place of fly ash in the event of fly ash shortage a technical service by Cadman, Inc. i I a July 17, 2007 Laser Underground & Earthworks Inc. Renton Village Storm Drain Page 3 of 3 AGGREGATE UNIT WEIGHTS BY PLANT — POUNDS PER CUBIC FOOT Sky River (30) Redmond (50)" Seattle (54) 1 '/2" 168.48 1 '/2" 168.48 3/" 168.48 3/" 168.48 3/" 168.48 3/8" 167.86 3/8" 167.86 3/8" 167.86 B.S. 165.36 B.S. 164.11 B.S. 169.73 Mill Creek (31) Issaquah (51) Black Diamond (40) 1 '/2" 168.48 1 '/2" 167.23 3/" 168.48 3/" 168.48 3/" 167.23 3/8" 167.86 3/8" 167.86 3/8" 168.04 B.S. 165.36 B.S. 164.11 B.S. 162.86 Bellevue (53) 1 Y2" 168.48 3/" 168.48 - 3/8" 167.86 B.S. 165.36 *Multiply the volume of the specified material on the previous page by the unit weight of that material for the plant of delivery in order to determine the total weight for that material at that plant. a technical service by Cadman, Inc. Cadman Product Code Statistics Age(days)2 3 7 9 10 28 56 No.Specs:2 4 29 1 1 54 4 Max.Str :2566 3401 5251 3770 4010 7100 7717 Min.Str :2514 2848 2540 3770 4010 4020 6920 Avg.Str :2540 3127 3797 3770 4010 5489 7299 SD Str :9 295 746 0 0 701 328 Density :0.0 0.0 0.0 0.0 0.0 0.0 0.0 ;P1ant:EASTSIDE(); Batch records analysed; Last 99 records, Individual Samples Date Ticket Sample Plant Ages, Strengths, Densities 20ct06 3500 672270 30 7 3000 28 4490 60ct06 3500 673997 54 7 3520 28 4980 60ct06 3500 674072 54 7 3760 28 5420 60ct06 3500 674163 54 28 6120 28 5860 110ct06 3500 675460 31 7 4040 28 5730 160ct06 3500 677158 31 7 3720 28 5100 170CtO6 3500 677591 30 7 3830 28 5460 200ctO6 3500 678619 54 7 3040 28 6310 230ct06 3500 678865 31 7 2820 28 4540 240ctO6 3500 679357 54 7 4830 28 7100 260ct06 3500 680128 54 7 5120 , 310ct06 3500 681369 31 7 3050 28 4720 310ct06 350C 681447 51 7 3400 28 5190 7Nov06 3500 682970 54 7 3610 28 6010 15Nov06 3500 684771 50 2 2514 2 2566 15Nov06 3500 684771 + 50 27Nov06 3500 686609 54 7 3630 28 5530 7Dec06 3500 688519 30 7 3530 28 5530 . 8Dec06 35CO 688893 51 9 3770 28 5100 13Dec06 3500 690D12 30 7 3270 , . 29Dec06 3500 693159 30 10 4010 26 5660 . 15Jan07 3500 695518 30 3 2848 3 2896 15Jan07 3500 695542 30 7 4240 26 5860 18JanC7 3500 696172 53 7 4370 28 5810 23Jan07 3500 697222 30 7 2940 28 4560 30Jan07 3500 699237 51 7 3610 28 5570 9Feb07 3500 702531 30 7 2540 28 4060 14Feb07 3500 703664 51 7 3900 28 5730 15Feb07 350D 703964 51 7 5190 , 19Feb07 3500 704739 30 7 3690 28 5410 28Mar07 3500 714835 30 7 2940 28 5C20 END OF REPORT Break Data for Mix 551080 28 4180 28 5160 28 5500 28 5720 28 5110 28 5460 28 6150 28 4580 28 7070 28 4820 28 5180 28 6140 3 3401 28 5450 28 5740 28 5070 28 5410 7 4256 28 5940 28 5900 28 5080 28 5630 28 4020 28 5910 28 5580 28 4710 3 3361 7/17/2007 Page: 1 7 5251 1 7 4972 1 28 6714 1 28 6921 1 56 7717 7 4037 1 28 6525 1 28 5890 1 56 6920 1 S6 7320 , f B.T 12-13 From: 'Barry Baker" <bbaker@g-o.com> - 3 J 0 CFI N/1L To: <Dcarey@ci.renton.wa.us> Date: 09/11/2007 3:30:40 PM Subject: RE: Final Submittal dwgs Dan, As requested, we have reviewed the attached submittal. The submitall should be marked "No Exceptions Taken." If you have any questions or need additional information, please contact me. Barry Baker, P.E., Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200, Seattle WA, 98109 Office: (206) 284-0860 Fax: (206) 283-3206 Client: City of Renton G&O Job # 05731.00 Electronic File Transfer - Note that these electronic files are provided as a courtesy only. Gray & Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray & Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. From: Reynolds, Ted [mailto:Ted.Reynold s@oldcastleprecast.com] Sent: Friday, September 07, 2007 11:07 AM To: bbaker@g-o.com Cc: bret@laserug.com Subject: Final Submittal dwgs Barry, Please find attached our completed set of drawing for the Renton job. The calculations submitted the last time did not change. Please let us know when you approve them. Thanks, Ted Reynolds Utility Vault Co. 800-892-1538 Office 253-569-3430 Cell www.uvauburn.com 'T7 & 'B7' 10'—O' PIECES PER LINEAR SEGMENT: T10' 'T1' = 6 •B1' = 7 `'76' & 'B6' / i 42" EXISTING STORM 1 i DRAIN PIPE PLAN VIEW 6070 TRENCH TOP 'Tt' & BASE '81' SECTION AA 6070 TRENCH TOP 'TI' & BASE '91' 144*0 EXISTING CATCH BASIN 4—TON LIFT ANCHOR (4) PLACES IN TOPS & BASES VIEW BB 6070 TRENCH TOP 'Tt' & BASE 'Bi' STRUCTURAL NOTES 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 7,000 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI-318-05 BUILDING CODE S. LOADS: AASHTO H-20 TRUCK WHEEL, P=16.0 kip ASTM C-890 'MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC STRUCTURAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES' 30% IMPACT FOR LESS THAN 2 FT. SOIL COVER 125 pcf SOIL DENSITY 50 pcf E.F.P. LATERAL SOIL PRESSURE 100 psf LIVE LOAD SURCHARGE TOP OF TRENCH 0'-0' TO 5'-0' BELOW FINISHED GRADE GENERAL NOTES 1. CUSTOMER TO: VERIFY ALL TRENCH FEATURES DO ALL WELDING, GROUTING A EPDXY OF VAULTS, HOLES & SEAMS (USING NON—SWtINK GROUT) SUPPLY WELD PLATES & INSTALL ALL PIPING INSTALL ALL LADDERS DO ALL PAINTING SHIPPING WEIGHT TOPS: (51) 'Tt' 8,8DO tbs. (1) 'T3' 3,464 tbs. (1) 'T4' 2,769 Ibs, (2) 'T5' 8.490 Ibs, (1) 'T6' 3.933 Ibs, (1) 'T7' 6,346 Ibs, (1) 'TB' 6,220 Ibs, (1) 19' 4,839 Ibs, (4) 'T10' 7,387 tbs. (1) 'T11' 5,140 Ibs, (1) 'T12' 5,070 Ibs, (1) 113' 7,218 Ibs, (1) 'T14' 8,234 Ibs BASES: (55) '81' 14.850 Ibs, (1) '82' 12,067 Ibs, (1) '83' 5,750 Ibs (1) 'B4' 4,592 Ibs, (2) '85' 13,777 Ibs (1) '86' 6,549 Ibs, (1) 'B7' 10,759 Ibs, (1) '88' 10,615 Ibs (1) 'B9' 8,209 Ibs, (1) 'B10' 8,154 Ibs, (1) 'B11' 7,163 Ibs (1) '612' 9,676 tbs. (1) 'B13' 12,341 Ibs (135) PIECES TOTAL 12'0 HOLE M BASE FOR B" STORM PIPE ' 7�4 'T1' & 'B1' ss/ONALG' axrraes: oslis/oe C MOVED 'T2' TOP TO 'T13' LOCATION, DELETED 'B2', REVISED QTYS 08/26/07 MW T B REVISED TOPS AND BASES PER CUSTOMER REQUEST 08/20/07 MIN o ms manm+i s nc mopmrr w UWASU SALES TR DATE 07/02/07 ® _ " 6070 TRENCH LASECUSTOMR LASER UNDERGROUND 1 31 A UPDATED LAYOUT & TRENCH PIECES PER REVISED CUSTOMER DWG 07/25/07 MW PKuii, wc. it tS suawm r REPDiOt3 PURPos<s awr ww suu N0T w usE®w ANY MY W"A 10 n¢ tM nTs a su0 Cam0 COPOW 1 p 2DDI a0colk Pe Woq pESlfa Eq MW KrHT SEE ABOVE rim] UTILITY VAULT , ro ea. w AuDv� p ReOn-06eq Oldcastle arecasL kc. n: eo0-cn-ive ra asp-ru-�m V s W x 4'H x 618'L RENTON VILLAGE STORM SYSTEM PROJECT Dom"' q o 1 o— S o 6 7 a o 9— o o 1 C Lm. REM" DATE BY M R" P.-Id CNECxED WS CALC NO ,,,,s,,,,, w. / w_ a / ae e., u / . / w.".. / rw.n / sa Otv. / s wn n a RENTON.WA 2/13 GUL v4-A.7- Cf-13--°4 Ffti42 ok f PC- 'TIO' & 'BY r-6' _ T9' & 'B9' 'T13' T14' /• — ` \ 812' J/ 'B13' 144'0 EXISTING CATCH BASIN \ a � q'_6" I T8' & 'B8' o o B ' LOCKOUT / IV & '81' 'Tl' & '81'— m 48'0 ACCESS HOLE — ' 00 ol a'-s 1/2' a SIDE VIEW m18*0 SS ( / d / �gA�� 8 \ \ ,53 BASE 'B5' w/36'0 SEWER ENCASEMENT \ / 6 ®4e / w/42'0 KNOCKOUT \ / i / 48'0 ACCESS HOLE 1 o' I . 42'0 EXISTING SO — ,n I 0 9 a o ; 'Tlt' & 'BID' / d� m T12' & 'a11' 'Tio' & '81' 'T1' & '81' /// , �� 48"0 ACCESS HOLE J m B 4—TON 'BURKE' ANCHOR — 'TT' & .81, IN TOPS & BASES i NOTE: + 9 'T13' TOP (WAS TOP '72') WILL OVERRUN END 42'0 EXISTING SD i��' OF 'B1Y BASE TO COMPENSATE, 'T14' TOP HAS BEEN SHORTENED AND WHEN BUTTED N AGAINST 113' TOP, WILL MATCH UP WITH THE — — — END OF 'B13' BASE SEE SIDE VIEW ABOVE \ 3'-6' 7'-&lr ,n. & .81. -- — 0 1 'T4' & 'B4' 6 \ I ` 42'0 KNOCKOUT / E B 1 \ 1 / IN BASE WALL / 8 1 HOLE FOR 08" SDI' \ GAPS IN MITERED SEAMS MAY RESULT FROM i3' & 'B3' VARIANCES OF TRENCH PLACEMENT IN THE FIELD. d 0 CONTRACTOR TO GROUT SEAMS AS NEEDED USING T10' & '61' \ \ m d 1 NON SHRINK GROUT, d o t r LG., eY aMACTO Y h � 0 Yq m TRENCH 0 WELD PLATE:_ -- d It BASE SEE DETAIL 27 RECESS AAFifERT SOLID ING m / cb / / wn2) ) R : LONG e \ d 8'o STORM DRAIN T2' & '82'� \8 dd / CORNER CONNECTION DETAIL WELD PLATE DETAIL y TYPICAL ALL CORNER BASES SECTION VIEW THROUGH BASE C MOVED 'T'2' TOP TO 'T13' LOCATION, DELETED '714' 08/26/07 MW B REVISED LAYOUT PER CUSTOMER REOUEST 08/20/07 MW nos DDaawT a w PRwmr a aiDcesnE SALES TR DATE 07/02/07 6070 TRENCH LASER SHEET RRECIST. `Rc "`s s e nw `°R RLfOFRCE METIt1TY VAULT ' , " •FRENCH LAYOUT DETAILS LASER UNDERGROUND 2 0< 31 A NEW SHEET 07/25/07 MW PmPD%s c%Y Aws r l usc0 a un DESIGNER %EMT W auwpG NV4BER REZO rAY a,rl= TD vrc enERcst a srw ANY. MW SEE ABOVE ea. see Ab^ a WWI-. Old...tle Precast N,c. /� cwymalatom�ntk,,Av.. eoo-aeR_issCoxay�RO1 RENTON VILLAGE STORM SYSTEM PROJECT 010-S067009-001 C ITR. RE1A40N DATE BY AR Ro.. R-4 CHECKED WS cAEc rro k�' .a / n� m / m—. A l n—� / — / r, — / s., D.o. / sbw- u RENTON,WA OR. PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART QTY URA DESCRIPTION ITEM# 1 4 eo Anaor 4-Ton Flat Foot 010-5100540-000 5.67 bar Reber #4 X 40' GR60 010-5510030-000 2.13 bar Rebor 66 X 40' CR60 010-5510070-000 2.20 cu—ydl Concrete Mix — SCC 010-5010000—OGO 2.20 cu—ydj Panel Vault Rebar Spacers 010-9300070-000 5 Woad AE Steel Forming Charge 010-9300050—DOO SHOP NOTES 1. PRODUCTION QTY. (51) 11' TOPS 2. NO STEEL FORM EXISTS; USE WOOD FORM/FUP RAILS FOR ALL FEATURES 3. FORM DIAGONAL DISTANCE: 12'-4,' :LY4' 4. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES PLAN VIEW REINFORCING (SHOWN AS POURED) R3 R2 iva� e= ......... . ... V _- W R1 SECTION BB REINFORCING CUT LIST PART OTY DESCRIPTION FT IN SHAPE R1 12 #6 Reber 1 7 1 STR R2 16 P Reber 9 9 STIR R3 10 #4 Reber 7 1 STR CHANGED OTY 08/26/07 MW NO CHANGE OB/20/07 MW M DOM%01 s THE PIVEM a MI)CASRE SALES TR DATE 07/02/07m '� 6070 TRENCH REVISED SHEET NUMBER 07/27/07 MW vWAST.IC eiswumr0I iUMMDKYALA omk NDI a I0 w AM' � IMM TO na NTM513 a SNA CV{ AOY DESIGNER MW WEIGHTWAY 8,931 Ibsrn 110UTILITY VAULT' sm 5® AW.n WA Sean aee Otdcastle Rerast Inc. 'Tt' TOPS — LAYOUT k REINFORCING REVISION DATE BY �aT E 2001 McMy PYK,,, AS Roo Raa.ea CHECKED WiS CALC NO >x ea0-Isz 1M ree u3aas-+rn &*^ m / Wb. A. m / C u+ Az / h.-!.n / k v .. / r.m— / S. e P / a RENTON VILLAGE STORM SYSTEM PROJECT RENTON,WA GLIMMER SHEET LASER UNDERGROUND 3 or 31 DRAWING NUMBER REVISION 010-S067009-001 C R DARD .noN PLAN VIEW LAYOUT (SHOWN AS POURED) s 4 N 7) SECTION AA BILL OF MATERIAL PART QTY UIM DESCRIPTION ITEM R 1 4 eo Anchor 4—Ton T—Bar 010-5100610-000 2 4 ea Insert Open Ferr 1" x 4-1/27 010-5100150-000 5.70 bor Rebor #4 X 40' CR60 010-5510030-000 4.00 bar Rebor #5 X 40' GR60 010-5510050-000 3.73 cu—ydl Conaete Mix — SCC 010-5010000-000 3.73 cu—yd Pone) Vault Rebor Spacers 010-9300070—ODO 10 Wood & Steel Forming Charge 0104300050-000 77.34 sq—fl Mesh — (Square Feet) 010—SSOODOD—OOD W1 DETAIL R1 DETAIL SHOP NOTES 1. PRODUCTION QTY. (55) 'Bl' BASES 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH Y4= CHAMFERED EDGES 4. DIMENSIONS IN [BRACKETS] ARE CRITICAL 5. FLIP METHOD: ADJUSTABLE TRUNNIONS ON FORM PLAN VIEW REINFORCING (SHOWN AS POURED) SECTION BB REINFORCING CUT LIST PART QTY I DESCRIPTION FT IN SHAPE R1 10 1#5 Rebor 16 0 DENT R2 12 #4 Rebor 7 1 SIR R3 16 #4 Rebor 9 j 8 STR W1 2 IMesh 4x4 — W2.9 x W2.9 BENT IEXPIRES: 06/I5/08 1 C I CHANGED QTY (USED 1 'BI- IN 'B2' LOCATION) 00/26/07 1 MW B NO CHANGE 09/2D/07 MW m MIMIIS THE PAwmT1 Or *bMnt SALES TR DATE 07/02/07 ® 6070 TRENCH CUSTOMER LASER UNDERGROUND SHEET 4 of 31 A CHG PRODUCTION QTY FROM 55 TO 54, REVISED SHEET NUMBER 07/27/07 MW PMTAST. p ,T ION RE PIAPOSES aaY AWD MAIL NOT M w ANY ,PAY MUWJS To n¢ LNTIMIS OF SA�p COUPAW. DEMO MW ANT 14,849 Ibs Imml UTILITY VAULT n Poe,= ua AJua MA 98m-om OIdCaSde Prepst•Int. T?t' BASE —LAYOUT &REINFORCING aRAWd2C NUM9ER RE COPROT 0 2007 0W.U, P-11. M. Pk Coo-M-isx Fm ra-735 42M RENTON NLLAGE STORM SYSTEM PROJECT 010 - S 0 6 7 0 0 9 - 0 01 li LTR. REVOM DATE er AS R-4 CHECKED WS CALC NO A %A / .prt a, m I Ow4.. Al / Ae / U— I I— I � d.w / Stwl- (A RENTON,WA PLAN VIEW LAYOUT (SHOWN AS POURED) 7) SECTION AA VIEW BB C THIS BASE WAS REPLACED WITH A '81' BASE B NO CHANCE A NEW SHEET OR REVISION 12" x 1Y BLOCKOUT DARD T1ON 13" BLOCKOUT R1 DETAIL VIEW DD SHOP NOTES 1. PRODUCTION OTY. (0) 'B2' BASE - THIS BASE WAS REPLACED WITH A Tit' BASE 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH Y4' CHAMFERED EDGES 4. DIMENSIONS IN [BRACKETS) ARE CRITICAL S. FLIP METHOD: ADJUSTABLE TRUNNIONS ON FORM REINFORCING CUT LIST PART OTY DESCRIPTION FT I INSHAPE R1 10 #5 Rebor 16 D BENT R2 10 #4 Rebor 7 1 SIR R3 16 $4 Rebor 7 10 STR R3A 1 #4 Rebar 1 6 STR R3B 1 84 Rebar 5 0 STR R4 2 �#4 Rebor 2 6 STR WI 2 Mesh 40 - W2.9 x W2.9 BENT BILL OF MATERIAL PART OTY UIM I DESCRIPTION ITEM q 1 4 ea Anchor 4-Ton T-Bar 010-51OD610-000 2 4 ea Insert Open Ferr 1" x 4-1/Y OID-5100150-000 3.02 cu-ydl Concrete Mlx - SCC 010-5010000-000 5.19 bar Rebor #4 X 40' GR60 OID-5510030-000 3.60 bar Rebor #5 X 40' GR60 010-5510050-000 102 cu-yd Panel Vault Rebor Spacers 010-930007D-000 25 Wood Steel Forming Charge 010-9300050-000 61.33 sq-ft Mesh - (Square Feet) 010-5500000-000 PLAN VIEW REINFORCING (SHOWN AS POURED) R3A, R38 k R4 NOT SHOWN SECTION CC /20/07 MIN M DOCIUMT s TeX momw or aDUSTu SALES TR DA1E 07/02/07 ® 6070 TRENCH /27/07 MW PREMM INC. n R wALNO FOR %D;8 fE Tusvos oetr swNT NOT eE uSA a ANY Distf R MIN 1VftGF T 12,067 Ibs F11 UTILITY VAULT ®� ro Bx aeon -area Oldeastle Precasl'Inc. T32' BASE -LAYOUT do REINFORCING CWAYW wreax TO THE a , N or sw rnwun. JR II I 0 mstl`' b` e90m �e r. z�T Tas .zn - 15M I RENTON VILLAGE STORM SYSTEM PROJECT DATE BY An � .Ta'� eT CHECKED W$ MiC N6 n tcn w / nwpaK o+ / Dee.. a / n.�.mm, / u— / rww, / sa oea, / sbaaon a w RENTON,WA I WIRES: 06/15/08 1 CUSTOMER SHEET LASER UNDERGROUND 6 or 31 oRAwm NUMBER REVISION 010-S067009-001 C PLAN VIEW LAYOUT (SHOWN AS POURED) PLAN VIEW LAYOUT (SHOWN AS POURED) INSERT LOCATIONS 7X T'P SECTION AA 2 0 N O m va. .._---- BLOCKOUT WELD PLATE DETAIL SHOP NOTES TRIM MESH YXb* 1V �1=6� W2 DETAIL R1 DETAIL 1. PRODUCTION QTY: (1) 'B3' BASE w/MALE KEY ON (1) END, FLAT MITERED HEADER ON THE OTHER END 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH -" CHAMFERED EDGES 4. DIMENSIONS IN (BRACKETS) ARE CRITICAL S. FLIP METHOD: FORK LIFT REINFORCING CUT LIST OTY DESCRIPTION FT IN SHAPE 12 05 Rebar 9 2 BENT 7 $5 Rebar 7 5 SIR r 13 #4 Rebor 4 B STR 4 Rebar 2 7 STR 14 Rebar 2 5 STR WI Mesh 4x4 - W2.9 x W2.9 BENT W2Ilk esh 4x4 - W2.9 x W2.9 BENT BILL OF MATERIAL PART CITY UIM I DESCRIPTION ITEM 9 1 4 ea Anchor 4-Ton T-Bar 010-5100610-000 2 2 ea 3-Box Weld Angle 2' X 3' 010-2290620-000 1.42 cu-yd Concrete Mix - SCC 010-5010000-000 1.64 bar I Rebar 04 X 40' GR60 010-5510030-000 4.05 bar Rebar p5 X 40' GR60 010-5510050-000 1.42 cu-yd Panel Vault Rebar Spacers 010-9300070-000 25 Wood dE Steel Forming Charge 010-9300050-000 28.0 1sq-ft Mesh - (Square Feet) 010-55000OD-ODO PLAN VIEW TOP § WALL REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) I WIRES: 06/1 S/08 I C I NO CHANGE 08/26/07 1 MW SHEET B REVISED REINFORCING 08/20/07 MW THS MUDIT a THE FROPERV a axuaE T� 1pN aR toss LNEYANDSHHLNOTBE 0SE0NANT AgMM To of N7EKM OF UZ m(PANY. owymT0TOO10W-WP—LM suEs TR DATE 07/02/07ME Tltrrr VAULT" ° Bm SBB M,&^ RA iWT-OSBB O1dcastie Plecasl, l= MD-Bs2-1SMF=2sr2as�m 6070 TRENCH •B3' BASE -LAYOUT &REINFORCING RENTON VILLAGE STORM SYSTEM PROJECT LASERCUSTOMER LASER UNDERGROUND 8 or 31 A NEW SHEET 07/27/07 MW DESIGNER MW WEKHT 5.750 lbs DRAWING NWER 010-S067009-001 RM04 C CHECKED CALC NO ETR REHSWu DATE 8Y AN Bya, Re,a..a W,S A,1ou, la / raw.A,, ce / gedr, At / PNewm / 0bna. / Fwm. / Sw w,go / sE.a2n u RENTON,WA PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART QTY U/M I DESCRIPTION ITEM 1 4 ea I Anchor 4-Ton Flat Foot 010-5100540-000 0.68ICJ-yd Concrete Mix - SCC 010-S010000-000 2.24 bar I Rebar 14 X 46 GR60 010-5510030-000 1.11 bar Rebar I5 X 40' GR60 D10-5510070-000 25.67 sq-tt Mesh - (Square Feet) D1D-5500DOO-ODD 0.68 cu-yd Panel Vault Rebar Spacers 010-930DO70-ODO S Wood do Steel Forming Charge 010-9300050-000 (2) WIRES h ON TOP I W1 DETAIL i-0' Lg. SHOP NOTES 1. PRODUCTION QTY-. (1) 14' TOP 2. TRIM Rt BARS TO 7'-1' WIDE OVERALL AFTER TYING 3. NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 4. FORM DIAGONAL DISTANCE. B'-6' ±A* 5. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES REINFORCING CUT LIST PART I QTY DESCRIPTION FT IN SHAPE Rt 6 #6 Rebor 7 5 STR R2 14 04 Rebor 4 0 STR Rebor 1 B STR #4 Rebor 7 1 SIR #4 Rebor 5 10 STR [32S4 >I4 Rebor 2 9 STR$4 Rebar 7 5 STR Mesh 42 - W2.9 x W2.9 BENT BETWEEN R2/R3 BARS PLAN VIEW TOP MAT REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (MOWN AS POURED) SEG I IUN bb C NO CHANGE 08/26/07 MW nas Down K THE vuwerrr a attesnc %EGSi. arc. n K SUaWnM rar Arrm'4!KU rEwms DAY A o 91ALL No BE M H My WAY ui,ueoos ro as KTXSTs or sea CWAW. cwym SALES 7R DATE 07/02/07 ® [IN] UTILITY VAULT' , a ro 9a sae A,GeM1 ■A PoD7t-CS9e Otdaastle Preeasl Inc. vueod.ar-15Mra�acax-4mi 1`i 6070 TRENCH 'T4' TOPS - LAYOUT k REINFORCING RENTON VILLAGE STORM SYSTEM PROJECT LASER UNDERGROUND LASER 9 or 31 B NEW SHEET 08/20/07 MW DESMEe MW wExu r 2,769 Ibs DUMG NUMBER 010-S067009-001 REYGON C arEacEo cALcuo LiR. eEhslDu aA7E gY W$ w� 0 / wawa OR / omd�. a / raowaa / U.a.«. / rKhm / sa a.v� / searaw a RENTON,WA 7-4' OVERALL g� II u II G II 8B it II A it 2 II erg- g SEE DETAIL PLAN VIEW LAYOUT (SHOWN AS POURED) PLAN VIEW LAYOUT (SHOWN AS POURED) LIFT INSERT LOCATIONS 7)b' SECTION AA cn, W1 DETAIL ,0 TRIM MESH 0 C W2 DETAIL R1 DETAIL 2 0 NV _ m _--"Y--i'�— BLOCKOUT WELD PLATE DETAIL SHOP NOTES 1. PRODUCTION QTY. (1) 'B4' BASE w/FEMAIF KEY ON (1) END, FLAT MITERED HEADER ON THE OTHER END 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH Y4* CHAMFERED EDGES 4. DIMENSIONS IN [BRACKETS] ARE CRITICAL 5. FLIP METHOD: FORK LIFT REINFORCING CUT LIST CITY DESCRIPTION FT IN SHAPE 10 #5 Rebor 9 2 BENT I 7 #5 Rebar 7 5 STR 13 #4 Reba 3 8 STR 1 #4 Rebor 1 9 STR 1 #4 Rebor 1 8 STR WI 1 Mesh 44 - W2.9 x W2.9 BENT W2 1 Mesh 44 - W2.9 x W2.9 BENT BILL OF MATERIAL CITY UM DESCRIPTION FrEM # 1 4 eo Anchor 4-Ton T-Bar 010-5100610-000 PPART 2 2 eo 3-Box Weld Angle 2" X 3* 010-2290620-000 1.14 cu-ydl Concrete Mix - SCC 010-5010000-000 1.28 bar I Rebor #4 X 40' GR60 010-5510030-000 3.03 bar Rebor #5 X 40 OR60 010-5510050-000 1.14 cu-yd Panel Vault Rebor Spacers 010-930DO70-000 25 Wood EO Steel Forming Charge 010-9300050-000 20.67 sq-ft Mesh - (Square Feet) O10-S500000-000 PLAN VIEW TOP k WALL REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) 47 CHAIR BETWEEN R3 BARS SECTION BB I SPIRES: 05/15/08 1 C NO CHANGE 03/26/07 MW mS DOa YDa a nr PAOPEA7Y m aDCASU PRECAST. RTC, 1T IS SUe Mo FOR R1ratExCE RUM ONLY AND Smi rat BE DSEO a ANY ■AT nUAM 10 >x w7axsrS OF SO CWPANY. [OPYIOtlIr 02M7 ad�mtk P-1. iz SALES TR DATE 07/02/07 ® FIE �rl�jI J VAULT ' " PO are see Aul,m, a oeon-0see Oldwstle Pretest Inc. Pk ROD-esx-+nu r� as-Ta-eo1 coV 6070 TRENCH '84' BASE -LAYOUT Er REINFORCING RENTON VILLAGE STORM SYSTEM PROJECT LOUR LASER UNDERGROUND SHEET 10 or 3T B NEW SHEET 08/20/07 MW DEsx',HER MW WEIGHT 4,592 Ibs DRawn+c NUTABER 010- S067009- 001 "" a1EcxEo cAtc nro ETR REMSIaN DATE 9Y N Rgkk ReA�,'rd WS "^ PA I M,� a I �� Al I PW,aM. / 1M .. / r,�t— / Sa OOM, / S1 1A a RENTON,WA PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART QTY U/M DESCRIPTION ITEM 9 1 4 ea Anchor 4-Ton Flat Foot 010-5100540-000 2.11 lcu-ydl Concrete Mix - SCC 010-501000D-000 6.65 bar Rebor #4 X 46 GR60 010-5510030-000 2.13 bar Rebar g6 X 40' GR60 010-5510070-000 2.11 a-yd Panel Vault Rebar Spacers G10-9300070-000 5 1 1 Wood do Steel Forming Charge 010-9300050-000 SHOP NOTES 1. PRODUCTION QTY.- (2) '75 TOPS 2, NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 3. FORM DIAGONAL DISTANCE: 12'-OW tY+" 4. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES PLAN VIEW REINFORCING (SHOWN AS POURED) R3 R2 N� YZ U R1 SECTION BB REINFORCING CUT LIST PART 'OTY DESCRIPTION FT IN I SHAPE R1 12 7 1 STIR R2 20 !14?Reb�H- 9 4 STR R3 10 /4 Rebar 1 7 1 STR I MIRES: 05/15/05 1 C I SHORTENED TOP 5" 08/26/07 MW CUSTOMER SHEET B CHANGED SHEET NUMBER 08/20/07 MW M Txx1MERT 6 THE PROPFATY of OUDTASRE SALES TR DATE 07/02/07 D/ '�"'""„ " 6070 TRENCH LASER UNDERGROUND 11 DE 31 A NEW SHEET 07/27/07 MW PRECAST. TRO. IT 6 SUWTTEO TOR R6EREN E w.Y AW SIML ROT SE UM IR ANY a SAM CWARY. DESMR MW ITEOT 8,490 Ibs ee UTILITY VAULT' Foam see AuWR, u omn-aee Oldcastle PrecasL°mc. V 'T5' TOPS - LAYOUT do REINFORCNG DRAZ90 MWER RETR9DN (� WAYPOSE5 Cop NAMTS To TTR DITCKM t(iYF M C, M07 pkmtk P—t Mc Pk e00-992-ISM Fes 753-7. -42M RENTON VILLAGE STORM SYSTEM PROJECT 010- S06 7 009- 001 li LIP. REVI" DATE BY u � R�se�r.d CHECKED WS CALC 90 I.Aan yy / yy 4 a / ames. u / vR.wnw� / IAamxs / T..I.e / sm OApe / stwma a RENTONNA 1'-6' (2) PLCS 1'-2' (2) PLCS BTM FACE BTM FACE 1'-3' (2) PLCS 1 11- (2) PLCS I TOP FACE BTM FACE TOP FACE -cF------- 2 ^r II u ZI STANDARD LOCATION A 1 6 II TOP FACE (I � u � II u u - I II p I II 6 I p II Lxv q II 6 9 Q N q I PLAN VIEW LAYOUT (SHOWN AS POURED) 1 -- - - - - - - ---�-- ! SECTION AA \-41'0 KNOCKOUT 2 STANDARD LOCATION 7Ye' TYP ►.I W1/W2 DETAIL R1 DETAIL SHOP NOTES CUT MESH ON W2 ONLY 7'-13' i� e R1A DETAIL 1. PRODUCTION CITY: (1) 'B5' BASE 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH X' CHAMFERED EDGES 4. DIMENSIONS IN (BRACKETS] ARE CRITICAL 5. FLIP METHOD: ADJUSTABLE TRUNNIONS ON FORM OR FORK LIFT REINFORCING CUT LIST PART1 OTY I DESCRIPTION FT IN SHAPE RI 1 12 1 #5 Rebor 16 0 BENT RIA 1 3 105 Rebar 11 7 BENT R2 1 12 1 #4 Rebar 7 1 STR R3 18 1 #4 Rebor 9 3 STR R4 8 1 #4 Rebor 4 1 7 STR R5 8 @4 Rebor 31 0 STR R6 2 1 86 Rebor 9 1 3 SIR WI 1 IMesh 4x4 - W2.9 x W2.9 BENT W2 1 IMesh 44 - W2.9 x W2.9 BENT BILL OF MATERIAL PART OTY UIM I DESCRIPTKAJ ITEM # 1 8 ea Anchor 4-Ton T-Bor 010-51DO610-000 2 4 eo Insert Open Ferr 1' x 4-1/2' 010-5100150-000 3.42 cu- Concrete Mix - SCC OID-SOIOCDO-000 7.8 1 bar Rebor /4 X 40' GR60 010-5510030-000 5.67 bar Rebar Ji X 40' CR60 010-5510050-000 0.46 bar Rebor #6 X 40' GR60 D10-5510070-00D 3.42 cu-yd Panel Vault Rebar Spacers 010-9300070-000 30 Wood & Steel Forming Charge 010-930DO50-000 77.34 sq-ft Mesh - (Square Feet) 010-550D0D0-000 SIDE PLAN VIEW REINFORCING (SHOWN AS POURED) INSIDE WALL MAT NOT SHOWN FOR CLARITY VIEW DD R1 I 4' CHAIR BETWEEN R2 R3 R3 BARS I I CLR ! I r 71 — _...............................- - .... . I I R4 I' ;1 I I t • � I L_ RS I I I I R7 1 I i t 1 t R3 ..... L—_— J SECTION CC USE 3' CHAIR BETWEEN R3 & R6 BARS HXPTRES: C SHORTENED BASE 5', ADDED R1A BAR, REVISED KNOCKOUT 08/26/07 1 MW gnTpyER SHEET B REVISED SECTION CC FOR CLARITY, CHGD SHT NUMBER 08/20/07 MW was 00cum T a 1K PROMTY or CLVASTLE SALES TR DATE 07/02/07 m 6070 TRENCH LASER UNDERGROUND 12 a 31 PaitldL ION n 6 SU84Ei N0 f91 REfi W X 111m] UTILITY VAULT' � a 'B5 BASE -LAYOUT &REINFORCING A NEW SHEET 07/27/07 MW s,xvosts ONLY Avo SNNL NOT e[ YFD nT Aer DEstarER 9EGi1T V oaarwc +uueER REvao+ NAY 441#M To W WTMSTe Of SAID MWANY. MW 13,777 Ibs roe, see wwm rA 08G71-osee Oldcastle yeast � /� (aPG✓Ky amp& 11.PI—tbe T7Caoo-en-ssxr�sstauum RENTON VILLAGE STORM SYSTEM PROJECT 010-S067009-001 C L7R REY9oH DATE BY An ayd. Rexene CHUXED WS CALC NO a c,.r+. u va•.mro. two• / r•,m.. / sa Np / sty 1.1 a RENTON,WA - 1'-6- (2) PLCS 1'-2- (2) PLCS STM FACE BTM FACE 1'-3- (2) PLCS 1 I1' (2) PLCS TOP FACE STM FACE TOP FACE t ------- 2 II 11 STANDARD II N LOCATION 6� 1 d AI TOP FACE q u ul 9 II - II II !I 8 II u n n u &9 `emu u u u u I PLAN VIEW LAYOUT (SHOWN AS POURED) SEE DETAIL VIEW BB ARD ION SECTION AA R1 DETAIL SHOP NOTES CUT MESH ON W2 ONLY W1/W2 DETAI 7'-1Y4. a R1A DETAIL 1. PRODUCTION CITY: (1) 'B5A' BASE, w/KNOCKOUT OPPOSITE OF '85' AND MOVED TOWARD FEMALE END 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH Y4' CHAMFERED EDGES 4. DIMENSIONS IN [BRACKETS) ARE CRITICAL 5. FLIP METHOD: ADJUSTABLE TRUNNIONS ON FORM OR FORK LIFT REINFORCING CUT LIST PARTI CITY I DESCRIPTION FT IN SHAPE R1 12 1 #5 Reber 16 0 BENT R1A 3 #5 Rebor 11 7 BENT R2 12 1 N4 Rebor 7 1 STR R3 18 #4 Rebar 9 3 STR R4 8 #4 Rebor 4 7 STIR R5 8 #4 Rebor 3 0 STR R6 2 #6 Rebor 9 3 STIR W1 1 Mesh 4x4 - W2.9 x W2.9 BENT W2 1 Mesh 40 - WL9 x W2.9 BENT BILL OF MATERIAL OTY UIM DESCRIPTION REM 0 1 8 ea Anchor 4-Ton T-Bar 010-510061D-000 rPART 2 4 ea Insert Open Ferr 1' x 4-1/2' 010-510015D-000 3.42 -u-ydl Concrete Mix - SCC 01D-50100OD-000 7.8 bar Rebar #4 X 40' GR60 010-5510030-000 5.67 bar Rebor #5 X 40' GR60 010-5510050-ODO 0.46 bar Rebor ¢6 X 40' CR60 010-5510070-000 3.42 eu-yd Panel Vault Rebar Spacers 010-9300070-000 30 Wood & Steel Forming Charge 010-9300050-000 77.34 sq-ftl Mesh - (Square Feet) 010-550MOO-000 PLAN VIEW SIDE REINFORCING (SHOWN AS POURED) INSIDE WALL MAT NOT SHOWN FOR CLARITY VIEW DD r R1 R3 _.... rt....• I i I 4' CHAIR BETWEEN--\ I R2 R3 BARS R3 CLR I I W1 I I I R4 ME R2 t I R5 I i E I Rt 1 1 ', I1.. C. $I I I I , ,�J�pF wAsgt ! R3 i!i L 21830 SECTION CC T---J sS70MAL USE 3" CHAIR BETWEEN- R3 & R6 BARS IEXPIRES: 06/15/5- DOCtALUT s TRe PROPERTY a OLWASTtE SUES TR DATE 07/02/07 m 6070 TRENCH CUS1Nr LATOMEk LASER UNDERGROUND SHEET 13 or 31 t'WLW Arc n is SUB* 1tD FOR MTUMct avT AND SHAU NOT BE USED w AST wT gUnmus 10 THE wTMSTS a SW O MPART. ad —a P"—A AK ix e;riw.,a 1110 UTILITY VAULT po ea see m+ NA W71-tree 01deastle Precast, Inc. Pk eoD-en-Tsar erns-Tm BSA' BASE -LAYOUT &REINFORCING RENTON VILLAGE STORM SYSTEM PROJECT RENTON,WA C NEW SHEET 07/27/07 MW DEWAU MIN w ma 13,777 lbs ORAWNC NUMBER 01 O _ S O6 7 00 Q _ 001 1 J �/ REv SKW Q v CHEWD chic No LTR. REVIS!IXT oATE eT aymTv� WS +�+�. v� / vumx� / m.,a u / N.o o,e� / u — / rw— / sv+m.w / swanx a LIR PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART CITY U/M DESCRIPTION REM C 1 3 ea Anchor 4-Ton Flat Foot 010-5100540-000 0.95 Icu-ydl Concrete Mix - SCC 010-SOIODOO-000 3.58 bar I Reber 14 X 40' GR60 010-551GO30-000 1.68 bar Rebor #6 X 40' GR60 D10-5510070-DOO 25.67 sq-ft Mesh - (Square Feet) 010-5500DOO-DDO 0.95 cu-yd Panel Vault Rebor Spacers ( 010-93ODD70-000 15 1 Wood k Steel Forming Charge 010-93MO--000 ills OOMMW IS M PROPERTY OF %DCASRE SALES PRECAST. M. IT Is S1I1 nm FOR Rana NEW SHEET 08/26/07 MW vURP MY AND RULL NOT eE Um WANT DEsim WAY WAAgM 10 THE W7d = Or SAO CDYMItt COPY1eaa o X07 W—U. P—L 1x CHEGx REYWON ( DATE 8.Y AN P*l, R—d (2) PARES MIN. ON TOP LEG r� Tr W1 DETAIL r-D' Lg. SHOP NOTES 1, PRODUCTION QTY. (1) 'T6' TOP 2. TRIM R1 BARS TO 7'-1' WIDE OVERALL AFTER TYING 3, NO STEEL FORM EXISTS; USE WOOD FORM/FLJP RAILS FOR ALL FEATURES 4. FORM DIAGONAL DISTANCE: 9'-11W ±Y4' 5. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES REINFORCING CUT LIST PART CITY I DESCRIPTION FT IN SHAPE R1 B 106 Rebor 8 5 STR R2 14 1 $4 Rebor 6 4 STR R3 2 @4 Rebor 1 10 STR R4 6 04 Rebor 7 1 STR R5 1 14 Rebor 8 5 INT W1 1 Mesh 4x2 - W2.9 x W2.9 BETWEEN R27R3 BARS PLAN VIEW TOP MAT REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) SEG I IUN bb TR DATE 07/02/07 ® 6070 TRENCH TVDca T e UTILITY VAULT- a TV TOP - LAYOUT REINFORCING MW 3,942 lb. PO B . see AL6a WA IM-rase Oldcastle Precast•lnc. cuc No Pr< e�e7e-'ve r- 7SY735-{MI RENTON VILLAGE STORM SYSTEM PROJECT y/S kk, RA / RR -a K OR / oo . AP / M--, / T . / rw,,. / Sa V+ / n«A a RENTON,WA I EXPIRES: 06/15/08 1 CUSTOMER SKEET LASER UNDERGROUND 14 or 31 DRAWNG NUMBER RE'AAON 010-S067009-001 C C NEW SHEET ETR. PLAN VIEW LAYOUT (SHOWN AS POURED) u SECTION AA ,o r (V W2 DETAIL R1 DETAIL 2 0 �3-a- BLOCKOUT WELD PLATE DETAIL TRIM MESH SHOP NOTES 1. PRODUCTION OTY: (1) 'B6' BASE w/MALE KEY ON (1) END, FLAT MITERED HEADER ON THE OTHER END 2 USE 6070 STEEL FORM 3. TRIM R2 BARS TO 7'-1n WIDE OVERALL AFTER TYING 4. CONCRETE FINISH: FLAT FLOAT FINISH WITH X' CHAMFERED EDGES 5. DIMENSIONS IN [BRACKETS) ARE CRITICAL 6. FUP METHOD: FORK LIFT REINFORCING CUT LIST PART I OTY DESCRIPTION FT I IN I SHAPE R1 14 Y5 Rebar 9 7 BENT R2 8 95 Rebor 8 5 STR R3 13 #4 Rebar 6 0 STR R4 2 14 Rebar 2 1 STIR R5 1 $4 Rebor 1 8 STR W1 1 Mesh 40 - W2.9 x W2.9 BENT W2 1 Mesh 40 - W2.9 x W29 BENT BILL OF MATERIAL OTY U!M DESCRIPTION ITEM 1 6 ea Anchor 4-Ton T-Bar 010-5100610-000 PPART 2 2 ea 3-Box Weld Angle 2' K 3' 010-2290620-000 1.61 cu-td ,Concrete Mix - SOC 010-5010ODD-000 2.10 bar Rebor #4 X 46 CR60 010-551DD30-00D 5.04 bar Rebor #5 X 40' CR60 010-5510050-000 30.67 sq-ft Mesh - (Square Feet) 010-55000DO-000 1.61 Icu-)dl Panel Vault Rebar Spacers 010-930007D-000 25 1 1 Charge 010-930OD50-000 FLAN VItVV TOP & WALL REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) na MAUI IS M Faa RTY OF '1c pir PREQM. arc. H rs wain rox Ruulm PLOPMs MY A4o auu sot BE m w ANY BAT 14XMM io 1RE W1MM OF SAID MPARY. Covr m a mot o�.% v—.L M. w trot. R—W sues TR DATE 07/02/07 ® �y a+kbne vo em see Aukm WA aeon-osee v Oldeastle Precast7trrc. ee UTILITY VAULT' Hwy RN MD-02-ISM For: M-735 fear A,Men / / u..ar K / n.mma / � /ratan / sa wge / n,ar� a 6070 TRENCH B6' BASE - LAYOUT & REINFORCING RENTON VILLAGE STORM SYSTEM PROJECT RENTON,WA 03 26/07 MW DEMER MW WEIGHT 6,549 Ibs kMo4 DATE eY CHECKED W$ CALC No I ExPum. 06/15/08 1 LASER UNDERGROUND 15 of 31 DRAW=010-S067009-001 C NEW SHEET LIn. PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART QTY U1M DESCRIPTION ITEM i 1 3 ea Anchor 4-Ton Flat Foot 010-510054D-000 1.56 cu-yd Concrete Ma - SCC 010-501OGDO-000 4.62 bar Rebar {4 X 40' CR60 010-5510030-000 2.53 bar Rebar 06 X 40' GR60 010-5510070-000 1.56 cu-yd Panel Vault Rebar Spacers 010-9300070-000 15 Wood & Steel Forming Charge 010-930DO50-000 SECTION BB REINFORCING CUT LIST PART QTY DESCRIPTION FT I IN SHAPE RI 12 #6 Rebar 8 5 STR R2 14 #4 Rebar 9 1 STR R3 2 @4 Rebor 4 7 STR R4 5 #4 Rebar 7 1 STR R5 1 #4 Rebor 5 10 STR R6 1 #4 Rebar 4 4 STR R7 1 $4 Rebor 2 9 SIR PLAN VIEW TOP MAT REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) SHOP NOTES 1. PRODUCTION QTY: (1) 'T7' TOP 2. TRIM RIV BARS TO 7'-1' WIDE OVERALL AFTER TYING 3. NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 4. FORM DIAGONAL DISTANCE 17-0" ±Y4" 5. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES nes DOd Ml X nc ertPtt a o�AS1aF SUES TR DA" 07/02/07 w 16070 TRENCH raECAst Euc n K somemo roe USED W E � UTILITY VAULT' � n 17' TOP -LAYOUT & REINFORCING 08/26/07 MW WAY W s oer AM E XTE SI eE uSL w Awr DESIGNER wExNT vrAr n�,vanus ro THE rnaLsns OF su cour&w. MW 6,346 IDS ro Bw see A,mn u 9BOT-osea Oldcastle PrecasL'Inc. eEtii9aN oAtE er a""ma e ' Msee P—t NECKED cALc No R` wo-M-tS a `- 25-M-42M RENTON VILLAGE STORM SYSTEM PROJECT WS �m n a / vz . m / ow . +z / r / sb a,� G RENTON,WA I EXPIRES: 05/15/05 1 94EEi UNDERGROUND 16 of 31 010-S067009-001I C PLAN VIEW LAYOUT (SHOWN AS POURED) W7- SECTION AA SHOP NOTES 1. PRODUCTION OTY: (1) 'BY BASE w/FEMALE KEY ON (1) END, FLAT MITERED HEADER ON THE OTHER END 2. USE 6070 STEEL FORM 3. TRIM R2A BARS TO 7'-1* WIDE OVERALL AFTER TYING 4. CONCRETE FINISH: FLAT FLOAT FINISH WITH Y4' CHAMFERED EDGES 5. DIMENSIONS IN (BRACKETS) ARE CRITICAL 6. FLIP METHOD: FORK LIFT a e.' I � tV N 1'-6- W1 DETAIL 2 0 N U _ BLOCKOUl W2 DETAIL WELD PLATE DETAIL R1/R1A DETAIL SECTION BB BILL OF MATERIAL PART OTY WM I DESCRIPTION ITEM# 1 6 ea Anchor 4-Ton T-Bar 010-51DO610-000 2 2 ea 3-Box Weld Angle 2'. X Y OID-2290620-000 2.66 Icu-ydl Concrete Mix - SCC 010-5010000-000 3.11 1 bar Reber 14 X 40' GR60 OID-5510030-000 7.15 bar Reber J5 X 40' GR60 010-5510050-000 i 2.66 cu—ydj Panel Vault Reber Spacers 010-9300070-000 53.33 sq-ftj Mesh - (Square Feet) 010-55000OD-000 25 1 Wood k Steel Forming Merge 010-93MOSO-000 REINFORCING CUT LIST OTY DESCRIPTION FT IN SHAPE 20 115 Rebar 9 2 BENT 5 I*5 Rebar 7 1 STR 7 �5 Rebar 8 5 STR [AR 13 ►4 Rebar 8 8 STR 2 14 Rebor 4 9 STR 1 14 Rebar 4 4 STR i Mesh 4x4 - W2.9 x W2.9 BENT 1 IMesh 44 - W2.9 x W7-9 BENT Rv UTIUTY VAULT- Po B . see ALWM ru Peon-M Oldeastle Precast m. rk SOD-W-MM r- n.}>suoi w . / Ww aft / Dadw. Az / P .w. / u a..s. /'Dolan / S. 0k" / naa.a. a PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) TRIM R3 BARS TO MATCH ANGLE OF FORM NEW SHEET LM PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA SILL OF MATERIAL PART OTY U/M DESCRIPTION ITEM# 1 4 ea Anchor 4-Ton not Foot 010-5100540-000 1.54 ou-yd Concrete Mix - SCC 010-501DOW-000 4.37 bar Rebar g4 X 40' GR60 010-5510030-ODO 1.78 bar Rebor i6 X 46 GR60 DID-5510070-000 1.54 cu-ydI Panel Vault Rebor Spacers DIO-93DO070-000 15 1 Wood & Steel Forming Charge 010-9300050-000 A7s 00DA n 6 m PR many or O wrLE 08/26/07 MW PREusT. O a s S1BS° ND'K "X A PUy INAA ONLY o T SNALL NDT BO s q ANY CW INAA'AVs 0 INE HTDTE5T5 O s.MD COMPANY. COPIINKM O 7007 GldtmlM PrKosl MC REVISION DATE BY AO R§hU R-d SHOP NOTES 1. PRODUCTION OTY: (1) 'TV TOP 2. NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 3. FORM DIAGONAL DISTANCE: 10'-10' 3Y4 4. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES REINFORCING CUT LIST PART RIPTION FT IN SHAPE RI bor 7 1 STR R1Abar 7 3.5 STR R2 Reba 7 7 STR R3 ERebor bor 5 11 STR R4 bor 7 1 STR 5bar 5 7 STR R6bar 1 5 STRR7 ebar 7 3.5 STR PLAN VIEW TOP MAT REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) BETWEEN R2/R3 BARS 6LU 1 (UN tjt:$ TR DAIE 07/02/07 m 6070 TRENCH ee UTILm VAULT- O TB' TOP - LAYOUT & REINFORCING MW. wFO+T 6,220 Ibs PO e. s�o A *^ IrA Mn-M Oldcastle P,..m,*Im cALc No re WO-esr-15Mf. W-7xi-aol RENTON VILLAGE STORM SYSTEM PROJECT WS "- rA / Wb�Ak oe / Bom.. A7 / P� / U— / r. / x Ok" / $ akMq CA RENTON,WA EXPIRES: 06/15/08 1 LASER UNDERGROUND 18 OF 31 DUWN010u S067009-001 C PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART I CITY L6'M I DESCRIPTION ITEM # 1 8 ea Anchor 4—Ton T—Bor 010-5100610—ODO 2 2 ea 3—Box Weld Angle 2' X 3' 010-2290620-000 2.64 Icu—ydi Concrete Mix — SCC 010—SOIOODD—OGD 2.83 1 bar I Reber #4 X 40' GR60 010-551003D—ODO 6.23 bar Reber 85 X 40' GR60 010-5510050-000 2.64 cu—yd Panel Vault Reber Spacers 010-9300070—ODO 52.0 sq—ft Mesh — (Square Feet) 01D-5500000-000 25 1 Wood & Sied Forming Charge 010-9300050-000 2 0[ C> co �� Qu BLOCKOUT WELD PLATE DETAIL 'All rD�N 1'-6' W2 DETAIL R1 DETAIL 0CI1 I IIJFV 00 REINFORCING CUT LIST PART CITY I DESCRIPTION FT IN SHAPE R1 18 JJ5 Reber 9 1 BENT R2 9 15 Reber 7 1 STR R2A 3 15 Reber 7 3.5 STR R3 13 a4 Reber 7 4 STR R4 2 /4 Reber 6 0 STR R5 1 A Reber 5 B STR W1 1 Mesh 4x4 — W2.9 x W2.9 BENT W2 1 Mesh 40 — W2.9 x W2.9 BENT TRIM MESH PLAN VIEW TOP & WALL REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) SHOP NOTES 1. PRODUCTION QTY. (1) 'Be BASE w/MALE KEY ON (1) END, FLAT MITERED HEADER ON THE OTHER END 2. USE 607D STEEL FORM 3. TRIM RZA BARS TO 7'-1' WIDE OVERALL AFTER TYING 4. CONCRETE FINISH FLAT FLOAT FINISH WITH %' CHAMFERED EDGES 5. DIMENSIONS IN [BRACKETS] ARE CRITICAL 6. FLIP METHOD: FORK LIFT I SIRES: 06/15/OB I TINS 00 MY s TM PUMN OF o�ncAsat su[S iR o"h 07/02/07 ® 6070 TRENCH LASEOWNR « pp=T. M ,T s �TMD I eaT ee uTIM VAULT - � " BB' BASE — LAYOUT & REINFORCING LASER UNDERGROUND 1 R or 31 C NEW SHEET 08/26/07 MW PVWM O&Y" WAU Nor usm w ANr DEywER' vrKa+T ORANGNC NaMBER aEwso>T WAY UJAM TO K D(IM 5 OF SAID cpPAxt MW 10,615 Ibs ro em Me fte % W& U071-aces Oldeastle Precast Ina (� WFYROT 93GW O@ V.N—t.tr Poe a00-a92-se,M F. M-745-+ RENTON VILLAGE STORM SYSTEM PROJECT 010-S067009-001 C LTR. REM" DAZE BY AU rg h amnr.d CHECKED WS CALC No ce / aver. 4 / n.mada ! U,rmre / rone,r / sa aep / s to cA RENTMINA NEW SHEET LTR. PLAN VIEW LAYOUT (SHOWN AS POURED) 1 R3 R4 R5 R61 R2 ��"_ X l_ ....• 1' 7�� ^ " R1 1 TYP SECTION AA BILL OF MATERIAL CITY UIM DESCRIPTION ITEMS 1 4 ea I Anchor 4-Ton not Foot DIO-5100540-000 1.20 cu-yd Concrete Mix - SCC DIO-5010000-ODO rPART 3.48 bar Reber j4 X 40' CR60 010-5510030-000 1.43 bar Reber $6 X 40' GR60 010-5510070-000 1.20 cu-yd Panel Voult Reber Spacers 010-93D0070-ODD 15 Wood do Steel Forming Charge 010-9300050-ODD SECTION BB REINFORCING CUT LIST PART CITY DESCRIPTION FT I IN SHAPE R1 6 g6 Reber 7 1 STR R1A 2 16 Reber 7 3 STR R2 14 #4 Reber 6 0 STR R3 2 #4 Reber 4 4 STR R4 5 4 Reber 7 1 STR R5 1 #4 Reber 4 0 STR R6 1 @4 Reber 7 3 STR r_ L/-%l N V I G V V TOP MAT REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) SHOP NOTES 1. PRODUCTION CITY: (1) 'T9' TOP 2. NO STEEL FORM EXISTS; USE WOOD FORM/FUP RAILS FOR ALL FEATURES 3. FORM DIAGONAL DISTANCE: 9'-8Y' iy." 4. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES THIS D0=047 IS THE MOPMrr OF OIOCASTIE PP,CCASf, tYC. IT IS %*WTTED TOR SIVEPF11Ct PDT atr AND su{i NOT BE usm w AY9 *Ar Mn To THE, c11RESTS R $ue =MAW. OOPTWa1T a =7 C —0, P-1. uK. - R*I. Km d SALES TR DATE 07/02/07 a+hbna 111" UTILITY VAULT - Po ea see wwn VA peon-Oeee Oldcastle Precast Inc. Pk eao-ee2-late f- asp-Taexm Aw- rA / +uo wa u / wine.. Aa / � / � / F-- / s V-" / sma(an CA 6070 TRENCH 'T9' TOP - LAYOUT k REINFORCING REN70N VILLAGE STORM SYSTEM PRO,�CT RENTON,WA 08/26/07 MW DESMER MW WERi1T 4.839 Ibs REMON DATE 97 CHECKED WS CALL NO � WIREB: 06/15/08 CIISTOL" SHEET LASER UNDERGROUND OF 010-S067009-00120c31 NEW SHEET LTR. PLAN VIEW LAYOUT (SHOWN AS POURED) j7V SECTION AA SHOP NOTES 1. PRODUCTION QTY-. (1) '89' BASE w/FEMALE KEY ON (1) END, FLAT MITERED HEADER ON THE OTHER END 2 USE 6070 STEEL FORM 3. TRIM R2A BARS TO 7'-l' WIDE OVERALL AFTER TYING 4. CONCRETE FINISH: FLAT FLOAT FINISH WITH Y4' CHAMFERED EDGES 5. DIMENSIONS IN [BRACKETS) ARE CRITICAL 6. FLIP METHOD: FORK LIFT e ,o y' k ra N r�' TRIM MESH W1 DETAIL W2 DETAIL 4'-7i'i 2 3 _ � BLOCKOUT WELD PLATE DETAIL R1 DETAIL SECTION BB BILL OF MATERIAL PART QTY LWM I DESCRIPTION ITEM 9 1 8 ea I Anchor 4-Ton T-Bar 010-5100610-000 2 2 eo 3-Box Weld Angle 2" X 3' OID-2290620-000 2.03 cu-yd Concrete Mix - SCC 010-5010000-000 3.20 bar Rebor p4 X 40' GR60 OID-5510030-000 4.97 bar Rebar 15 X 40' CR60 010-5510050-000 2.03 cu-yd Ponel Vault Rebor Spacers 010-9300070-G00 41.33 sq-ft Mesh - (Square Feet) 010-5500000-000 25 Wood & Steel Forming Charge 010-9300050-000 REINFORCING CUT LIST PART QTY DESCRIPTION F7r3. SHAPE R1 14 /5 Rebor 9BENT R2 6 15 Rebor 7STIR R2A 4 95 Rebor 7 STR R3 13 #4 Rebor 8 STR R4 2 A4 Rebor 5 9 STR R5 1 #4 Rebar 4 0 STR WI 1 Mesh 4x4 - W2.9 x W2.9 BENT W2 1 Mesh 4x4 - W2.9 x W2.9 BENT TRIM R3 BARS TO MATCH ANGLE OF FORM PLAN VIEW TOP k WALL REINFORCING (SHOWN AS POURED) TKS Common 6 THE Pftlam or "CASTLE SALES TR DATE 07/02/07 m 6070 TRENCH PRCASTI ex. n 1f AA♦ nm FOR AEFERE1xE UTILITY VAULT- ' '� 'B9' BASE - LAYOUT a: REINFORCING 08/26/07 MW P'T S aeT AM %U NOT a USED IN urr DESWR wfx�ET e Ommus TO THE aTERESTS a su caro ox. MW 8.209 lbs Po 6. ON ee,.., sA aeon-eee Co Oldcastle PFer L I., RFYISON DATE BY] TE 20077 akmee P—L be CHECKED rALe uo wa02-15a F- x5rT�am RENTON VILLAGE STORM SYSTEM PROJECT WS as.. nor / w-. . OR / o sw.. Az / rwwem / U— / r.me / a, w, / g.o- rA RENTON,WA _ SEE NOTE 3 PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) I EXPIRES: 06/15/06 1 010 S067009-0011 C HOLE PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART QTY U/M I DESCRIPTION ITEM iR 1 3 ea I Anchor 4—Ton Flat Foot OLD-5100540-000 1.81 jcu—ydj Concrete Mix — SM OLD-5010000-000 3.43 1 bar I Reber 14 X 40' GR60 DIO-5510030-000 3.06 bar Reber 16 X 40' GR60 010-5510070-000 21 sq—fll Mesh — (Square Feet) 010-55000OD—DDO 1.81 cu—yd Panel Vaait Reber Spacers 010-9 000070-0 00 15 Wood k Steel Forming Charge 010-9300050-000 PLAN VIEW BOTTOM REINFORCING (SHOWN AS POURED) (2) WIRES MIN. ON TOP LEG i-E 4" IT W1 DETAIL 7'—V Lg. SHOP NOTES 1. PRODUCTION QTY: (4) 'T1O' TOPS 2. NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 3. FORM DIAGONAL DISTANCE: 12'-4i4" 3Y4' 4, CONCRETE FINISH: BROOM FINISH N1TH MACHINED EDGES PLAN VIEW TOP REINFORCING (SAWN AS POURED) � W1 R3 R2 � NU 'a= U . ............. ...... .. . ......... ............. -- 4t7 . ,. Ri SECTION BB REINFORCING CUT LIST PART QTY I DESCRIPTION FT IN SHAPE R1 11 1 d6 Rebar 7 1 STR R2 4 116 Reber 2 4 STR R3 7 115 Reber 9 9 SIR R4 4 A`7 Rebor 4 3 STR R5 4 B5 Rebar 1 3 STR R6 7 $4 Reber 7 1 STR R7 3 #4 Reba 4 STR R8 6 $4 Reber 9 9 STR R9 4 /4 Reber 4 3 STR RIO 4 04 Reber 1 3 STR R11 8 0 Reber 4 0 STR WI 1 Mesh 4x4 — W2.9 z W2 9 1 BENT I8X UM: 06/75/013 I C I CHANGED SHEET NUMBER k QTY 08/2b/U/ I xw iffy 9OF B CHANGED SHEET NUMBER 08/20/07 MW T. ips BoanuxT A THE 9Rwmrf or WDGASRE �" `a fOR p�EH" FURPM ONLY AND 9WL +TIT BE usID IN ANY 10.Y'NJ"A 70 ME NTERESTs OF SAID OW ANY. corrw 0Im,a4w.>xp—A.s SALES TR DAIE 07/02/07 0 a UTILITY VAULT �y ' Po B. sm hA rn M w?l-wm Oldcdstle Precast• m nsBBB-e 15XFos253.755-42M V 6070 TRENCH no' TOP —LAYOUT &REINFORCING RENTON VILLAGE STORM SYSTEM PROJECT RENTON,WA LASER UNDERGROUND LASER 22 of 31 A NEW SHEET 07/27/07 MW DESGNER MW W IGHI 7,387 Lbs DRAWNG NADER 010-S067009-001 REYspN CHEa l) cALc uo LTIL RE41Sxx1 DATE sY An mo# aw.,.a WS A* u I mwo% oc / pw' . m / vw—u I t w I F.+w I sm � / Stad G PLAN VIEW LAYOUT (SHOWN AS POURED) INSERT LOCATIONS Ili SECTION AA Off 2 r O�[ N P,� 3' BLOCKOUT WELD PLATE DETAIL BILL OF MATERIAL PART OTY DESCRIPTION ITEMA i 6 eaor 4-Ton T-Bar 010-5100610-000 2 2 ox Weld Angle 2' X 3' 010-2290620-000 2.01 crete Mix - SCC OIG-5010000-ODD 2.47er 14 X 40' GR60 ERebar 010-5510030-000 5.73er #5 X 40' GR60 010-5510050-DOO 2.01d Vault Reber Spacers 010-9300070-000 40.0 h - (Square Feet) 010-55000OD-000 25d S& Steel Forming Charge 010-9300050-000 W2 DETAIL R1 DETAIL REINFORCING CUT LIST PART7 OTY DESCRIPTION FT IN SHAPE RI 10 /5 Reber 9 2 BENT RiA 6 A Reber 9 8 BENT R2 1 3 f5 Reber 7 1 STR { R2A 7 /5 Reber 8 4 STR R3 13 14 Reber 6 11 STR R4 2 A Reber 3 2 STR RS 1 14 Reber 2 8 STR W1 _ i Mesh 44 - W2.9 x W2.9 BENT W2 1 Mesh 44 - W2.9 x W2.9 BENT PLAN VIEW TOP k WALL REINFORCING (SHOWN AS POURED) FLAN VICVV BOTTOM MAT REINFORCING (SHOWN AS POURED) SHOP NOTES 1. PRODUCTION OTY: (1) 'BID' BASE w/MALE KEY ON (1) END, FLAT MITERED HEADER ON THE OTHER END 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH -' CHAMFERED EDGES 4. DIMENSIONS IN (BRACKETS) ARE CRITICAL 5. FLIP METHOD: FORK LIFT I IDIPIREB: 06/15/08 1 » DO"01T IS W PROPERTY a =CASTE SALES TR OAT' 07/02/07 0 6070 TRENCH LASER UNDERGROUND 23 of 3 PRECAST. INC. it is Sjum FOR RETERM ee ln VAULT' C NEW SHEET 08/26/07 MW mums CKY AND sRA11 NOT BE esro IN ANY OESHCNER WEIrHT a . B70' BASE -LAYOUT & REMFORGkG DRAMNC NUMBER REVISION nY INAMM 10 R2 INTERESTS a SAo C➢IPAw. MIN 8,154 lbs PO as See Aw`u,A n woe-us86 Oldcastle Pretest, u,c. 1 '7 ca YwHT o n07 Ow—N P,«.,,1. -- Ph eoo-aa:-nee P. sss-rss-�Em RENTON VILLAGE STORM SYSTEM PROJECT O I O — S OO / OO9 — O O1 C ETR. REVISION DATE er - Ry,e.10--I CHECKED WS CALC No ca / � . Az / r,�,:a / LI— / F,4— / So, o /swan., a . RENTON,WA PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA C NEW SHEET L", REWSM SHOP NOTES 1. PRODUCTION CITY: (1) 'T11' TOP 2. TRIM R1A BARS To i-1' WIDE OVERALL AFTER TYING 3. NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 4. FORM DIAGONAL DISTANCE 10'-73'i ±X 5. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES REINFORCING CUT LIST CITY DESCRIPTION FT IN SHAPE 3 16 Rebar 7 1 STR 6 #6 Rebor 8 4 STIR 14 #4 Rebar 7 4 STR 2 84 Rebar 2 11 STR I 3 @4 Rebar 7 1 STIR 1 #4 Rebar 6 5 SIR 1 #4 Rebcr 4 10 STR 1 #4 Rebor 3 3 STIR 1 04 Rebm 1 2 STR R9 1 #4 Rebor 8 4 STIR BILL OF MATERIAL PART QTY U/M DESCRIPTION ITEM S 1 3 ea Anchor 4-Ton Flat Foot 010-5100540-DDO 1.26 cu-yd. Concrete Ma - SCC 01D-5010000-000 184 bar Rebar 14 X 40' CR60 010-551GO30-000 2.41 bar Rebor 16 X 40' GR6D 1.26 cu-yd Panel Vault Rebar Spacers au 15 Wood k Steel Forming Charge TOP MAT REINFORCING (SHOWN AS POURED) FLAN VICVV BOTTOM MAT REINFORCING (SHOWN AS POURED) 0R4 R5 R6 • R2 N�5 R7 R8 R9 � ... ............ _ _. _........................_............................L ., �Rl SECTION BB Tws DWAOT s W PROPERTY or OLIWAS EE ROLL SALES TR DATE 07/02/07 d a 6070 TRENCH /26/07 MW PRE=, we a 5 sumarrtO FOR RaIAENOE IIIe UTILITY VAULT- � PLLPPOms OKI Am Not R! USED a Am DESIGNER YI 111T . 'T11' TOP -LAYOUT & REINFORCING RIMM TO THE mmttsTS a SW CWANY MW 5,140 Ibs ro Ra RID A b1A WA 9euT-UEB OldGasfle P�erasi Dx COPMOK a ioOT ow.O< P—L Pt NO_4W-NO fP n3--71s-am RENTON VILLAGE STORM SYSTEM PROJECT DATE ay As Rot. R—W CHECKED WS CALC ND ,, n / WS .+ oR / a_d., Az / �_w / u. / TM:... / s otp / S! at n u RENTON,WA I EXPIRES: 05/15/08 1 LASER UNDERGROUND 124or31 DRAWOM 010 S067009-001 RC C NEW SHEET ITR. LAYOUT (SHOWN AS POURED) SHOP NOTES 1. PRODUCTION OTY: (1) 'B11' BASE w/FEMALE KEY ON (1) END. FLAT MITERED HEADER ON THE OTHER END 2. USE 6070 STEEL FORM 3. TRIM R2 BARS TO 7'-1' WIDE OVERALL AFTER TYING 4. CONCRETE FINISH: FLAT FLOAT FINISH WITH W CHAMFERED EDGES S. DIMENSIONS IN [BRACKETS] ARE CRITICAL 6. FLIP METHOD: FORK LIFT 2 BLOCKOUT WELD PLATE DETAIL tV� W2 DETAIL R1/R1A DETAIL SECTION BB BILL OF MATERIAL PART QTY U1M DESCRIPTION ITEM 0 1 6 ea Anchor 4-Ton T-Bar 010-51006ID-000 2 2 ea 3-Box Weld Angle 2" X 3' 010-2290620-000 1.77 cu-yd Concrete Mix - SCC 010-50100DO-000 2.21 bar Rebar /4 X 40' CR60 OID-5510030-000 5.14 bar Rebar 15 X 40' GR60 010-5510050-ODO 1.77 cu-yd Panel Vault Rebar Spacers 010-9300070-DOO 33.33 sq-ft Mesh - (Square Feet) 010-550D00D-000 25 Wood & Steel Forming Charge 010-930005D-000 TRIM MESH REINFORCING CUT LIST PART QTY DESCRIPTION Ft IN SHAPE RI 6 A Rebor 9 1 BENT R1A 8 115 Rebar 9 7 BENT R2 9 jf5 Rebar 8 3.5 STR R3 13 114 Rebar 6 3 STIR R4 2 14 Rebar 2 6 STR R5 1 14 Rebar 2 0 STR W1 1 Mesh 40 - W2.9 x W2.9 BENT W2 1 Mesh 40 - W2.9 x W2.9 BENT PLAN VIEW TOP & WALL REINFORCING (SHOWN AS POURED) M DOCI MFM, 6 DE PaaT W Or r'( SAIES TR DATE 07/02/07 0 6070 TRENCH Pl&Llti, WC. IT 6 Sv&OTIFD fOR REn IESIX f /�•y FN4 d 08/26/07 MW Pw�PO5E5 ONLY AND SIM L NOT eE M a A4Y DESIGNER 11T Rim EJ, j111 1 �A�%LT ry 611' BASE -LAYOUT &REINFORCING YAY PAI�➢Axrs TO W P TMIS Or SAD OOYPARY. MW 7,163 IbsPO S. set A,tan u oeo�t-Esee V OldCastle PrewsL`h�c RExswN DATE BY CWYRQI rQo0 r1 a&>-A4 P,rr t k . CHECKED cAEc No Fk �°92-15W E. 2u-rn 4mi RENTON VILLAGE STORM SYSTEM PRUCT WS awnrA/W-41on/uaa,a/a ,-/uA../r«w./saDNy,/seA.na RENTON,WA PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) I EXPIRES: 06/15/08 1 CUSTOMER SHEET LASER UNDERGROUND 25 a 31 DRA01NG A-S067009-001 C NEW SHEET LIR. PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART OTY URA I DESCRIPTION ITEM 0 1 3 ea I Anchor 4-Ton Flat Foot 010-51OD540-000 1.25 cu-yd Concrete Mix - SCC 010-5010000-000 3.72 bar Reber /4 X 40' GR60 010-5510030-ODO 1.67 bar Reber 16 X 40 GR60 010-5510070-000 1.25 cu-yd Pand Vault Reber Spacers 010-93MD7D-000 15 1 Wood & Steel Forming Charge 010-9300050-000 SHOP NOTES 1. PRODUCTION OTY: (1) 'T12' TOP 2. TRIM RI BARS TO 7'-1' WIDE OVERALL AFTER TYING 3. NO STEEL FORM EXISTS, USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 4. FORM DIAGONAL DISTANCE: 10'-2V :LY4' 5. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES REINFORCING CUT LIST PART OTY I DEscRIPnON FT IN SHAPE R1 8 106 Reber 8 4 STIR R2 74 8 STIR R3 2 2 4 STR R4 6 W6 7 1 STIR R5 1 B 4 STR PLAN VIEW TOP MAT REINFORCING (SHOWN AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) BETWEEN R2/R3 BARS S ECT I U N B b TIDS DODAIDII Is nx PROPERTY a Du1DAME SaES TR ouE 07/02/17 11 6070 TRENCH Pf1EGBi, DIC. I11S S M= EDR RCTUmma Iertrbnd DB/26/07�BY I1FP05£e ONLY AND 9W1 NDT BE USED Pi AM orsAo KOO ee UTILITY VAULT' �.RM T12' TOP - LAYOUT & REINFORCING reY DuueDus ID Ilf limmsis a sw mew. MW 5,070 Ibs Po eel see locum Iw smn�sae 0 Oldeastle PwasOna Rnlsan one t.IRIm, axwuo Prtrn . Ix. n Eam We Ho PK eao-ea-tme ras ss}Ta+xl RENTON VILLAGE STORM SYSTEM PROJECT WS ,A— u / s*—., De / u. m. a / r.+. / Imo, / r„w / see Dora / sronlm a RENTON,WA WIRES: 06/15/08 I LASER UNDERGROUND 126or3 DROM 010 S067009-001 C SECTION AA C NEW SHEET L7. KE As 1 PLAN VIEW SLAB REINFORCING (SHOWN AS POURED) R7 ' I I I I Q® I I N 1 I i � I R6 R5 I � I I -- --- T— L— — �c USE 3' CHAIR BETWEEN R5 & R6 BARS R1 DETAIL PLAN VIEW TOP & WALL REINFORCING (SHOWN AS POURED) �E r N L IV W1 DETAIL REINFORCING CUT LIST PART QTY DESCRIPTION FT IN SHAPE R1 16 #5 Rebar 9 5 BENT R2 4 1#4 Rebor 7 1 STR R2A 5 @4 Rebor 7 10 STR R3 12 B4 Rebor 6 5 STR R4 2 #4 Rebar 3 7 STR R5 6 #5 Rebar 7 2 STR R5 10 ¢4 Rebar 7 2 STIR R7 9 $4 Rebor 3 10 SIR W1 i Mesh 44 - W29 x W2.9 BENT W2 i Mesh 4x4 - W29 x W2.9 BENT .A SHOP NOTES 1. PRODUCTION QTY. (1) 'B12' BASE 2. DIMENSIONS IN [BRACKETS] ARE CRITICAL 1lAS PR(iFRtt� SALES TR OA1E o7/02/07 m 6070 TRENCH ' "Ot 16 "m �BE "' Ie UTILITY VAULT- � " �REN ASE 'B12' -REINFORCING /2fi/07 MW why a1 Y 0 n w ApY er uSco N AR1 OES CNER wEK+I MY NA T 0 10 AR N tk Pm t, U rAYPAxY. MW vD eoi Sm kSM F M -735rave Oldcastle Precast7ir�c. copYewnr o moT aawtt P,a„r, `,� -Pic aao-eet-Ism rm� arTat+m TON NLLAGE STORM SYSTEM PROJECT DATE By Al WSW e@na CHECKED WS CALC NO / rod— / Tv. ewa / 5lonbn a RENTON,WA W2 DETAIL I EXPIRES: 06/15/OS I CUSTOMER LASER UNDERGROUND 28OF31 ORAW C NUMBER REASION 010-S067009-001 C NEW SHEET Im. ]AIR BETWEEN RS do R6 BARS PLAN VIEW SLAB REINFORCING (SHOWN AS POURED) 4' CHAIR BETWEEN R3 BARS SECTION AA R1 DETAIL C Lt-6' W1 DETAIL REINFORCING CUT LIST PART QTY I DESCRPTION FT IN SHAPE R1 20 115 Reba 9 5 BENT R2 6 $4 Reba 7 1 STR R2A 5 #4 Rebor 7 10 STR R3 12 I#4 Reba B 3 STR R4 2 #4 Reba 5 S STR 5 6 #5 Reba 9 1 STR 6 rR 10 0 Reba 9 1 STR R7 9 #4 Reba 1 3 i 10 STR WI 1 Mesh 40 - W2.9 x W2.9 BENT W2 1 Mesh 4x4 - W2.9 x W2.9 BENT PLAN VIEW TOP & WALL REINFORCING (SHOWN AS POURED) SHOP NOTES 1. PRODUCTION QTY: (1) '813' BASE 2. DIMENSIONS ML [BRACKETS) ARE CRITICAL ooaan1 isw vaonantr F5AIESTR DAiE o7/D2/o7 0 6070 TRENCPetG15T, tw: R 6 9BNf1Ea raREffA[eRee UTILITY VAULT' d BASE 'B13' - REINFORCING !26/07 MW WAY WAs a r uro INT wr austa w perle+lea rffxarTYAr MM T 4) 17 ad .M P a sno camAxr. MW Po —see -1hu�5Mf NA aeon-06ea Oldcastle Precask Mac.0A. ��M RW,reo axgw vamt �. CKED cAlt No A` e° OR / we roc asriu-�xor RENTON VILLAGE STORM SYSTEM PROJECT WS awn u ! p»+Aa ort / ear.. a ! n.�e,;a / aA,+.. / reau. / so. a.y. ! s.«`;«. c. RENTON.WA W2 DETAIL I EXPIRES: 06/15/08 1 LASER UNDERGROUND 1300E 31 010 S067009-001 C NEW SHEET IM PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART CITY I U/M DESCRIPTION ITEM k 1 4 ea Anchor 4—Ton Flat Foot 010-5100540-000 2.D5 cu—ydj Concrete Mix — SOC DID-501D000-000 4.96 bar Rebor $4 X 40' GR60 OJD-5510030-000 1.95 bar Rebar f6 X 40' GR60 010-5510070-000 2.05 cu—A Panel Vault Rebar Spacers 010-9300070—DOO 10 1 Wood h Steel Forming Charge 010-9300050-000 SHOP NOTES 1. PRODUCTION OTY: (1) '114' TOP 2. NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES 3. FORM DIAGONAL DISTANCE ll'-4Y,* 1V 4. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES PLAN VIEW REINFORCING (SHOWN AS POURED) NI R3 R2 ................................................ ............_............... ....._....._._ tnc;- �Rl SECTION BB REINFORCING CUT LIST PART CITY DESCRIPTION FT IN SHAPE R1 1i @6 Rebor 7 1 STIR R2 16 $4 Rebor 8 5 STIR R3 9 $4 Rebar 7 1 STR US W WYFNT 6 A[ PROPERTY Or QDCASVE DES TR DAR 07/02/07 0 6070 TRENCH PRECAST. IAT:. H IS SWUMM f(NI RaiNEN(; 6�Hba d 08/26/07 MW PDRPDS<s ONLY AM SHALL NOT OE USED N ART p[gGNER KtxHT nim UTILITY VAULT T14' TOPS —LAYOUT &REINFORCING WAY i"Ju WS TO THE MTERESR a SARI OMPART. MW 8,234 IbsPO a. 5w Awn WA mn-Oeae Oldcastle Precast Inc. REws a+ DATE BY CCOP� A`�2=1*7 a""D`'—t k.. piEp�D CALC NO F. �M-15 6 F. W-7.15-0M RENTON VILLAGE STORM SYSTEM PROICT ly$ Yaw• / s .a a RENTON.WA I EXPIRES: 06/15/08 1 LASER UNDERGROUND 31 or 3 DRAWW NUMBERnvksloN 010 S067009-001 Q B�d 1�ten # 12 4 , x 6' 60,' Cu 1„ erg' UTILITY VAULT G - u-o -4 okwl(t0 "No Bxce AoI. " v Structural Design Calculations Product: 6070 - 4.000 ft Trench Customer: Project: Standard Designed By: S. C. Hiester, PE Date: June 20, 2007 SUBMITTAL REVIEW G&O Job No. U Gist ,w No Exceptions Taken Make Corrections toted Amend & Resubmit Rejected -See Roman,; IMPORTANT NOTICE: This review does not relieve contractor from hi., -- responsibility to comply & Conform with the Plans, Specifications & Con- tract Documents. GRAY & OSBORNE C trig Engineer The design submitted is the property of and is used for the proprietary use of Utility Vault Co., Inc. only, and shall be used on product manufactured only by Utility Vault Co., Inc. Page 1 of 8 Product: 6070 - 4.000 ft Trench UTILITY VAULT Customer: 0 uvouburn.com Project. Standard Date: June 20, 2007 By: S. C. Hiester, PE Materials: Concrete: 28 Day Compressive Strength Pc = 7000 psi Rebar: ASTM A615 Grade 60 WWF: ASTM A185 Grade 65 Specifications: Design: ACI-318-02 Building Code Loads: AASHTO "Standard Specifications for Highway Bridges" 17th Edition HS-25 Wheel Load P=20 kip 30% Impact Loading For Soil Cover Less Than 2'-0" 55 PCF E.F.P. Lateral Soil Pressure -bridge 100 PSF (.5% of wheel load) Live Load Surcharge Above 8'-0" Soil Depth 5'-0" maximum soil cover Page 2 of 8 Product. 6070 - 4.000 ft Trench UTILITY VAULT Customer: 0 uVoubum.com Project: Standard %W Date: June 20, 2007 By: S. C. Hiester, PE Design top slab section Case 1: Design for 2.000 ft. soil cover and H-25 truck loading Loads: Soil= (1.2)(0.125)(2.000)= Slab= (1.2)(150)(0.833)= wu dl= Wheel= (1.6)(1.3)(20)/(0.933)(4.404)= for max +Mu 0.300 ksf 0.150 ksf 0.450 ksf 10.121 k/ft R 1 u dl=(0.450)(6.73955)/2= R1u 11=(10.121)(0.933)/(2)(6.740)((2)(2.903)+0.933)= +Mu=(0.450)(6.740)Z/8+(4.721)(2.903+(4.721)/(2)(10.121)) +Mu= 17.362 k-ft load factors capacity factors Live load = 1.6 Dead load= 1.2 flexure 0.9 Lateral soil= 1.6 shear 0.75 top slab span= 6.740 ft rebar clearences wall span 4.000 ft base slab span 6.667 ft deck thickness= 0.833 ft deck bot 1.00 wall thickness= 0.594 ft wall out 1.50 base thickness 0.667 ft base ins 1.50 max depth of fill= 5.000 ft soil density-- 0.125 kcf HS-25 Wheel 20.000 kip impact facto- 1.300 fire print = 11.200 in x 22.360 in transvese wheel load dist per AASHTO 3.24.3.1 E)=4.0+.06(S)= 4.0+.06 6.73955 = 4.404 ft w/b= 12 in d= 8.625 in Mu= 17.362 k-ft As= 0.46 in for max shear - use full E for live load wu ll=(1.6)(20.000)(1.30)/(0.933)(4.404)= Vux dl=(0.450)((6.740/2)-1.232)= Vux ll=(10.121)(0.933)/(2)(6.740)((2)(4.574)+0.933)= Vux= 8.027 kip As max= 3.19 in for shear d= 8.250 �Vc= 0.75(2) (7000)12 (12.000)(8.250)= 11.596 kip 8.027 kip Page 3 of 8 Product: 6070 - 4.000 ft Trench UTILITY VAULT Customer: 0 uvauburnxom Project: Standard Date: June 20, 2007 By: S. C. Hiester, PE Deflection: Et= (150)'-5(33)(7000)12= 5072241 psi I9 (10.000)-(12.000)/12= 1000 in' ES 29000000 psi f,= 7.5(7000)'n 627.495 psi M,= (627.495)(1000)/5= 125499 lb -in Service load moment = 10.458 k-ft Soil= (0.125)(5.000)= 0.625 ksf Slab= (. 1 50)(0.833)= 0.125 ksf 3.370' 3.370' wu dl= 0.750 ksf 5.904 k Wheel= (1.30)(20.000)/(4.404)= 5.904 k/ft +M dl=(0.750)(6.740)2/8= 4.258 kip span= 6.740 ft +M ll=(5.904)(6.740)/4= 9.947 kip loading for max +Mu total= 14.205 k-ft n= (29,000,000/5,072,241)= 6 A5= 0.53 in2 nAs 3.180 in d= 8.625 in Find fs fs= Mu/AsJd b(kd)2/2-riAs(d-kd)=0 12(kd)2/2-(3.18)(8.625-kd)= 0 6.0(kd)2-3.180(kd)-27.428=0 solving by the quadratic kd= 1.889 in Icr= (12.000)(1.889)3/12+(12.000)(1.889)(1.889/2)2+(3.180)(8.625-1.889)2= 171.251 in Ieff=(10.458/14.205)(1,000.000)+(1-(10.458/14.205)(171.251)= 781.39 in A dl= (5)(0.75)((6.73955)( 12))4/384) (5,072,241)(781)= 0.009 in Page 4 of 8 Product: 6070 - 4.000 ft Trench UTILITY VAULT Customer, 0 uvauburn,com Project: Standard Date: June 20, 2007 By: S. C. Hiester, PE A ll=(5.904)((6.73955)(12))3/(48)(5,072,241)(781)= 0,016 in sustained multiplier-- 2.85 A total= (2.85)(0.009)+0.0164= A total= (6.740)(12)/(0.041)= L / 1,951 Minimum reinforcing: Main slab (.0042)(12)(8.625)= 0.43 in < 0.46 in Transverse slab= (100)/(6.73955) "2= 38.52 % (AASHTO 3.24.10.2) Reinforcing distribution Find fs fs= Mu/AsJd b(kd)2/2-rlAs(d-kd)=0 12(kd)2/2-6(0.53)(8.625-kd)= 0 solving by the quadratic kd= k= 1.889/8.625= 0.219 j= 1-k/3= 1-(0.219/3)= 0.927 fs=(14.205*12)/(0.53)(0.927)(8.625)= s= 15(40000/(40,228)-2.5(1.00)= d= 8.625 As trans= (0.385)(0.458)= 0.18 in As= 0.53 in2 nAs= 6.000 6.0(kd)2+3.180(kd)-27.428=0 1.889 in 40.228 ksi 12.415 in M= 14.205 k-ft Page 5 of 8 Product: 6070 - 4.000 ft Trench UTILITY VAULT Customer: 0 uvaubumxom Project: Standard %W Date: June 20, 2007 By: S. C. Hiester, PE Case 2 5'-0" soil cover and HS-20 Loading Wheel load distribution: distribute wheel load over an area equal to 1.75 x the depth of fill (1.750)(5.000)= Loads: 8.750 ft Soil= (1.2)(0.125)(5.000)= 0.750 ksf Slab= (1.2)(.150)(0.833)= 0.150 ksf wheel=(1.6)(20)/((8.750+(22.36/12))((8.750+(11.2/12))= 0.311 ksf Total= 1.211 ksf +Mu= (1.211)(6.740)2/8= 6.878 k-ft Vu= (1.211)(6.740)/2= 4.082 kip Both moment and shear are less than case 1 Design walls Design as cantilever Design for 5'-0" soil cover live load surcharge= (.005)(20.000)= 0.100 ksf 0.055 kcf 0.321 ksf 0.541 ksf -Mu=(1.6)[(0.100)(2.167)(4.000-(2.167/2))+(0.321)(4.000)2/2+(0.220)(4.000)2/6j 14.000' 14.000' HS-20 axle spacing 0 0 O M CO 00 0 0 0 O -Mu= 6.059 k-ft Page 6 of 8 Product. 6070 - 4.000 ft Trench UTILITY VAULT Customer. 0 uvaubum.com Project: Standard Date: June 20, 2007 By., S. C. Hiester, PE Vu=(1.6)[(0.100)(2.167)+(0.321)(4.000)+(0.220)(4.000)/2] Vu= 3.105 kip w/b= 12 in d= 5.313 in Mu= 6.059 k-ft As= 0.26 in2 As max= 1.96 in2 c Vc= (.85)(2.0)(7000)"' (12.000)(5.313)= 9.067 kip > 3.105 kip Vertical wall compression: for max shear - use full E for live load wu ll=(1.6)(20.000)(1.30)/(0.933)(4.404)= Vux dl=(0.450)((6.740/2)= Vux ll=(10.121)(0.933)/(2)(6.740)((2)(6.740)-0.933)= Pu/ft= k= 0.8 lc= 60.000 in 10.308 kip �Pn=(.55)(.85)(12.000)(7.125)(7000)[1-((0.8)(60.000)/(32)(7.125))]2= Minimum reinforcing Main wall (.0042)(12.000)(5.3125)= 0.27 in2 a 0.26 in2 Transverse wall (.0018)(12.000)(7.125)= 0.15 in2 Reinforcing distribution Find fs fs= Mu/AsJd b(kd)2/2-ilAs(d-kd)=0 12(kd)2/2-6(0.31)(5.3125-kd)= 0 solving by the quadratic kd= k= 1.138/5.3125= 0.214 267.398 kip >> 10.308 kip d= 5.3125 As= 0.31 in2 6.0(kd)2+1.860(kd)-9.881=0 1.138 in 7W13MENEW110111 Page 7 of 8 Product: 6070 - 4.000 ft Trench UTILITY VAULT Customer: 0 uvaubum.com Project. Standard Date: June 20, 2007 By: S. C. Hiester, PE j= 1-k/3= 1-(0.214/3)= 0.929 fs=(3.585"12)/(0.31)(0.929)(5.3125)= 28.130 ksi s= 15(40000/(28,130)-2.5(1.50)= 17.579 in Design base slab Case 1 2'-0" soil cover and HS-20 loading Soil= (1.2)(0.125)(2.000)(7.333)= Trench=(1.2)[(2.401)-((7.333)(0.667)(.150))]= Wheel= ((1.6)(20))/((4.404)= total= Case 2 5"-0" soil cover and HS-20 loading Soil= (1.2)(0.125)(5.000)(7.333)= Trench=(1.2)[(2.401)-((7.333)(0.667)(.150))]= Wheel= (0.311)(7.333)= Total = wu=(11.467)/(7.333)= +Mu=(1.564)(6.667)2/8= 8.687 k-ft Vu=(1.564)(6.667)/(2)= 5.212 kip 2.200 kip 2.001 kip 7.266 kip 11.467 kip 5.500 kip 2.001 ksf 2.098 kip 1.564 ksf M= (6.059)/(1.6)= 3.585 k-ft w/b= 12 in d= 6.188 in Mu= 8.687 k-ft As= 0.32 in + Vc= (.85)(2.0)(7000)"2 (12.000)(6.188)= 10.561 kip > 5.212 kip Minimum reinforcing Main wall (.0042)(12.000)(6.1875)= 0.31 inZ < 0.32 in2 Transverse wall (.0018)(12.000)(7.125)= 0.15 in span= 6.667 ft. As max-- 2.29 in Page 8 of 8 Product. 6070 - 4.000 ft Trench UTILITY VAULT Customer: 0 uvauburn.com Project. Standard Date: June 20, 2007 By: S. C. Hiester, PE Reinforcing distribution Find fs fs= Mu/AsJd d= 6.188 As= 0.37 in nAs= 6.000 b(kd)2/2-,nAs(d-kd)=0 12(kd)W-6(0.37)(6.1875-kd)= 0 6.0(kd)2+2.220(kd)-13.736=0 solving by the quadratic kd= 1.339 in k= 1.339/6.1875= 0.216 j= 1-k/3= 1-(0.216/3)= 0.928 fs=(7.240*12)/(0.37)(0.928)(6.1875)= 40.898 ksi M=(8.687)/(1.2)= 7.240 k-ft s= 15(40000/(40,898)-2.5(1.50)= 10.921 in /6 BAR 0 10" O.C. 04 BAR 0 If O.C. PLAN VIEW TOP AR 0 12" D.C. PLAN VIEW BASE v. Wi DETAIL (NOT 70 SCALE) R9 DETAIL (NOT TO SCALE) STRUCTURAL NOTES 1. CONCRETE - 28 DAY COMPRESSIVE STRENGTH fc + 7,000 psi 2. REBAR - ASTM A-615 GRADE 60 3. MESH - ASTM A-16S CODE 65 4. DESIGN - AO-318-02 BUILDING CODE & LOADS - AASHTO H-20 TRUCK WHEEL, P<16.0 kip ASTM C-890 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC STRUCTURAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 30% IMPACT FOR LESS THAN 3 FT. SM COVER 125 pef SOIL DENSITY SO pef E.F.P. LATERAL SOIL PRESSURE 2S' ADDITIONAL SOR. COVER FOR LIVE LOAD SURCHARGE TOP OF TRENCH 0'-O" TO s'-07 BELOW FINISHED GRADE ENGINEERING NOTES I. "TOP' BU OF MATERIALS IS FOR STANOARO-SIZE TOP (id-01 x 7'-4"W OVERALL) Z. "BASE' BILL OF MATERIALS IS FOR STANDARD -SIZE BASE (10'-0"L x 4'-0 3/4"H x 7'-4"W OVERALL) TOP CONCRETE WT 10.143 Ibs RB 14 BAR 10 7'-1" 74 CONCRETE VOL 2.6 cu-yd R5 J4 BAR 18 I 9'-9' 117, j4 BAR 157 ibs R4 (6 BAR 11 7'-1' 160/ /6 BAR 107 Ibs TOTAL 105751bs CONCRETE WT 1 14,840 Ibs WI I W2.9 x W2.9 4/4 MESH 2 1 SEE WI DETAIL 48 CONCRETE VOL 3.8 cu-yd R3 #4 BAR 14 9'-9" 117 4/4 MESH 77 sq-R R2 /5 BAR 12 7-1' S7 14 BAR 91 ibs RI #5 BAR 10 SEE RI DETAIL 338 BAR 2561bs TOTAL 20.259 Ibs oumpym I cure. I six na I m DTY SALES INFORMATION 6070 TRENCH BASE & TOP REINFORCEMENT 1"tR LASER UNDERGROUND µa IR 110. f 067009 4'-0' STANDARD REINFORCEMENT I I RA" ws -x / scat 3/4'.1'-0" AMOVEO Vic Na vn. I�CxfD DATE 06/2007 91M 1 p , Vg� N-1075AmaKc � so an a� a nc raPatt v oxsax Mrata a¢Y A`a swA xw xx YUYUTILITY pAvarsm MsnDEYa a sb o"wt a VAULT- vasawf a *%)" es 6.hion ct r+r Oldcastle Precast°IDc.� verMr aim caws, ft ®k N AyiM1 x..Ma R po.e: K xN-m-.s� V B.z-13 UTILITY VAULT klh , r Gao f lr- i, 11 IC41-7 Structural Desiqn Calculations Product: 6070 - 4.000 ft Trench Customer: Laser construction Project: Renton Village Designed By: S. C. Hiester, PE Date: August 21, 2007 The design submitted is the property of and is used for the proprietary use of Utility Vault Co., Inc. only, and shall be used on product manufactured only by Utility Vault Co., Inc. From: Daniel Carey To: LASER-UG Bret Lane; Laser-UG Dan Kain Date: 08/24/2007 1:49:13 PM Subject: Renton Village - Structural Calcs - Partial Review: Structural Calculations Submittal Hi Bret, As Barry notes below, the Structural Design Calculations from Utility Vault will be marked "No Exceptions Taken" for T1-B1, T2-B2, T3-133, T4-134, T5-B5, and T10. Utility Vault is working on the remaining calculation and will submit them to Barry for review. This should allow you to get started at the outfall end of the project. think the other critical item missing is the submittal for the CDF. If you are having trouble with the material please let Barry and I know. Let me know if you have any questions. Thanks, Daniel >>> "Barry Baker' <bbaker@g-o.com> 08/24/07 11:06 AM >>> Dan, We have reviewed the attached submittal. The submittal should be marked "No Exceptions Taken" for T1-131, T2-62, T3-B3, T4-B4, T5-65, and T10. This is a partial submittal. As stated below, additional submittals will be provided for the remaining sections. If you have any questions or need additional information, please contact me. Barry Baker, P.E., Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200, Seattle WA, 98109 Office: (206) 284-0860 Fax: (206) 283-3206 Client: City of Renton G&O Job # 05731.00 Electronic File Transfer - Note that these electronic files are provided as a courtesy only. Gray & Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray & Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. From: Reynolds, Ted Imailto: Ted. Reynolds(cDoldcastleprecast.coml Sent: Wednesday, August 22, 2007 10:05 AM To: bbaker(a),q-o.com Cc: bret(a)laserug.com Subject: RE: Structural Calculations Submittal - Renton Village Project, City of Renton Barry, Please find attached our calculations and shop drawings for the T2 B2, T4 B4, T10, T5 B5 & T6 B6 special pieces. The others will follow in a couple of days. We are doing a partial submittal to help expedite the project. Let me or Steve know if you have any questions. Thanks for your help. Ted n 144'0 EXISTING CATCH BASH 10'-O' PIECES PER LINEAR SEGMENT: T1' = 5 'Bl' = 5 ll,4 & '813' 36'0 ACCESS 10'-0' PIECES PER 'TlS & 'B12'- (3) PLACES LINEAR SEGMENT: 18" SS 'T1' = 15 w/36' EXISTING SEWER T10' Bt' = 17 ENCASEMENT 94 / % TB' & 'BB' EA 'T9' & '89' / 15' & 'B5' Tic 'T7' & 'B7' 10'-0' PIECES PER LINEAR SEGMENT: '710, 'T1' = 6 *Bl' = 7 T6' & ,B6, 'T5 & '85' 'T10 & 'BI, 10'-0' OVERALL / 42' EXISTING STORM i/ DRAIN PIPE 10'-0' PIECES PER UNEAR SEGMENT: 'Tt' = 24 'B1' = 25 14' & 'B4' 13, & 'B3' PLAN VIEW 6070 TRENCH TOP 'T1' & BASE 'Bl' SECTION AA 6070 TRENCH TOP 'Tt' & BASE 'Bi' r✓ / STRUCTURAL NOTES 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 7,00 psi 2 REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 12' & '811' 4. DESIGN: ACI-318-05 BUILDING CODE & 'BID' 5. LOADS: AASHTO H-20 TRUCK WHEEL, P=16.0 kip ASTM C-890 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC STRUCTURAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES' 30% IMPACT FOR LESS THAN 2 FT. SOIL COVER 125 pcf SOIL DENSITY 50 pcf E.F.P. LATERAL SOIL PRESSURE 100 psf LIVE LOAD SURCHARGE TOP OF TRENCH 0'-0' TO 5'-0" BELOW FINISHED GRADE GENERAL NOTES 1. CUSTOMER T0: VERIFY ALL TRENCH FEATURES DO ALL WELDING, GROUTING & EPDXY OF VAULTS, HOLES & SEAMS (USING NON -SHRINK GROUT) SUPPLY & INSTALL ALL PIPING INSTALL ALL LADDERS DO ALL PANTING SHIPPING WEIGHT W LIFT ANCHOR 'LACES IN TOPS & BASES X/IMA/ C2C2 6070 TRENCH TOP 'TI' & BASE '81' TOPS: (50) 'TT' 8,800 Ibs, (1) 12' 7,218 Ibs, (1) 'T3' 3,464 Ibs (1) 'T4' 2,769 tbs, _(2) 'T5' 8,850 Ibs, (1) 16' 3,908 Ibs (1) 'T7' 6,365 Ibs, (1) 18' 6,328 Ibs, (1) 'T9' 4,876 Ibs (4) 'TIO' 7,3B7 Ibs, (1) '711' 4,839 Ibs, (1) 112' 4,280 Ibs (1) 'T13' 6,7D0 Ibs, (1) 114' 8,338 Ibs BASES: (54) 'B1' 14,850 Ibs, (1) 'B2' 1ZD67 Ibs, (1) 133' 5,750 Ibs (1) 'B4' 4,592 Ibs, (2) 'BT 14,295 Ibs (1) '66' 6,620 Ibs, (1) 'B7' 10,784 Ibs, (1) 'BW 10.722 Ibs (1) 'B9' 8,262 lbs, (1) 'B10' 8,198 Ibs, (1) '811' 7,252 tbs (1) '012' 7,562 Ibs, (1) 'B13' 10,180 Ibs (134) PIECES TOTAL 12'0 HOLE IN BASE STT n y FOR 8' STORM PIPE 70NALG° a ,2 & Bz `� EXPERTS: .06/15/08 B REVISED TOPS AND BASES PER CUSTOMER REQUEST 08/20/07 MW TM MAW 1s ra PR"TY a anusn[ RW�„o, R, RO9css wY Aw WALL NOT K UMM N AW Walk" 10 WE eRERESTS oe SLID COMPANY. C nw � P„� A7 R¢,Is Rcv.ed s~tEs TR o�rE 07/02/07 ® l �1/ .tea UTJL�I I MULT' A room see Ata.,. to ceWl-aee V Oidcastte areast,'iu.T 6070 TRENCHIs 6'W x 4'H x 618'L REN7oN VILLAGE STORM SYSTEM PROJECT RENTON,WA SER UNDERGROUNDA SHEET UPDATED LAYOUT & TRENCH PIECES PER REVISED CUSTOMER DW'G 07/25/07 MW DESM" MW &T]GHT SEE ABOVE JCLWIOIAER W,4 HOERWAY 10— S 06 7009 — 001 B EIAIE 9Y CHECKED GEC 40 ETR. REN51(x1 WS ACAoir. WA / W,.+"++, m I OrAv. AT / EY"saM / Lm / rn / se. a*r / stedto a S goo + I7 0J 0= Z 3f d S 0 I b or Z,365 )lA l�ulE Arfa = -1. 3 ff s o 3 2 9 16�5� S at ( WCTgV1t pY( S 1 s,( >, 5.5 f+ _ 5.5 cj C, f 100 ��s47 6u/( 40 6'-4Y' 3'-6'� 'T70' & 61' T9' & 'B9' \ m a — — — 14EXISTING 9 r m e CA � w CATCH BASIN �_� •'\\ a m 48"0 ACCESS HOLE If I / 9.6 0 18*0 Ss / m / 00®06 8 / BASE 'B5' v/36'0 SEWER ENCASEMENT 0 \ r/42'0 KNOCKOUT 48'0 ACCESS HOLE 42"0 EXISTING SO — p j / / 'T13' & '612' \ p I p N p B b / /%• 'Ti1' & 'BID, / ® m T12 & �tr / d 'Ti' & Tit 48'0 ACCESS HOLE m B / 4-TON 'BURKE` ANCHOR 'Ti' & 181' IN TOPS & BASES / / S m J 19 / 42'0 EXISTING SD / 3 %- 'T5' & 'B5' p ➢ //!!!\ 3'-6' 7 81p� p i � I � 'Tt' & 'B1' e \ p d 0 9 0J `~ \ -'74' & '84' p I p 42'0 KNOCKOUT / p 19 l 0 \ p IN BASE WALL / p p 6t12*0 HOLE \ FOR 6" SDI` m '' \ GAPS IN MITERED SEAMS MAY RESULT FROM / p \ VARIANCES OF TRENCH PLACEMENT IN THE FIELD. T3 & 'B3' / CONTRACTOR TO GROUT SEAMS AS NEEDED USING T1D' & '81' ® 1 NON SHRINK GROUT 3fr1'F.B. A ' ® 0 Y EG. BY 00N RW= TRENCH 0 WELD PLATE e / B BASE SEE DETAIL r RECESS OW SOLID \ o r . 2' : )r ANGLE \ e i •/l231fe ■ a END 8'0 STORM DUN 'T2' &'82' / CORNER CONNECTION DETAIL WELD PLATE DETAIL \ / — / TYPICAL ALL CORNER BASES SECTION VIEW THROUGH BASE B REVISED LAYOUT PER CUSTOMER REQUEST 08/20/07 MW m 000A MT IS THE STY OF aousm SALES TR DATE 07/02/07 • `""°"" 6070 TRENCH CUSTOM LASER UNDERGRiiUND SHEET 2 � NEW SHEET D7,25,D7 MW AU`AS'' C "`S A HOT BE �`"" w.Y NX M1Y O SINT MOT 8£ USD C A NAXtlNS ro lME Im. SMD CW7EMY. DES cNEe MW � E SEE ABOVE Fill-W UTILjTYVAULT' -W see Autry•w neon-oeee OIdWSltlePreeast��e. a TRENCH LAYOUT DETAILS �AA �G NUMBER _ HA DA�•AY .Ak p15 f]ECI(ED cAlc HD eoo-en-Tsa..uI-ns-+ml RENTON VILLAGE STORM SYSTEM PROJECT q ! 0!0-506'009-001 pCO.ttEft,o I� ETR REVLSIOH DATE BY dpxwOehamf.Ati ae Ayl�b Aew..e � ,,,� a / ew�aa a i a.,m.. As i vM.,,,r, i u—«. i r.�.. i s., � / �+�. a RENTON,WA Page 1 of 12 Product. 6070 - 4.000 ft Trench UTILITYVAULT Customer. Laser construction uvaubum.com Project: Renton Village Date: August 21, 2007 By: S. C. Hiester, PE Materials: Concrete: 28 Day Compressive Strength fc = 7000 psi Rebar: ASTM A615 Grade 60 WWF: ASTM A185 Grade 65 Specifications: Design: ACI-318-02 Building Code Loads: AASHTO "Standard Specifications for Highway Bridges" 17th Edition HS-25 Wheel Load P=20 kip 30% Impact Loading For Soil Cover Less Than 2'-0" 55 PCF E.F.P. Lateral Soil Pressure -bridge 100 PSF (.5% of wheel load) Live Load Surcharge Above 8'-0" Soil Depth 5'-0" maximum soil cover Page 2 of 12 Product: 6070 - 4.000 ft Trench UTILITYVAULT Customer: Laser construction uvauburnxom Project. Renton Village ` Date: August 21, 2007 By: S. C. Hiester, PE Design top slab section Case 1: Design for 2.000 ft. soil cover and H-25 truck loading Loads: Soil= (1.2)(0.125)(2.000)= Slab= (1.2)(.150)(0.833)= wu dl= 0.300 ksf 0.150 ksf 0.450 ksf Wheel= (1.6)(1.3)(20)/(0.933)(4.404)= 10.120 k/ft for max +Mu R1 u dl=(0.450)(6.740)/2= R1u ll=(10.120)(0.933)/(2)(6.740)((2)(2.903)+0.933)= +Mu=(0.450)(6.740)2/8+(4.721)(2.903+(4.721)/(2)(10.120)) load factors I capacity factors Live load = Dead load= Lateral soil= 1.6 1.2 1.6 flexure shear 0.9 0.75 top slab span= 6.740 ft rebar clearences wall span 4.000 ft base slab span 6.667 ft deck thickness= 0.833 ft deck bot 1.00 wall thickness= 0.594 ft wall out 1.50 base thickness 0.667 ft base ins 1.00 max depth of fill= 5.000 ft soil density= 0.125 kcf HS-25 Wheel 20.000 kip impact factor= 1.300 tire print = 11.200 in x 22.360 in transvese wheel load dist per AASHTO 3.24.3.1 E=4.0+.06(S)= 4.0+.06(6.740)= 4.404 ft 1.516 kip 4.721 kip +Mu= 17.362 k-ft w/b= 12 in d= 8.625 in Mu= 17.362 k-ft As= 0.46 in for max shear - use full E for live load As max= 3.19 in 1.232' 0.933' 4.574' wu Il=(1.6)(20.000)(1.30)/(0.933)(4.404)= 10.120 k/ft i Vux dl=(0.450)((6.740/2)-1.232)= 0.962 kip Vux ll=(10.120)(0.933)/(2)(6.740)((2)(4.574)+0.933)= 7.064 kip span= 6.740 ft loading -for max shear 1.232='d' from support Vux= 8.026 kip for shear d= 8.250 OVc= 0.75(2) (7000)112 (12.000)(8.250)= 12.424 kip 8.026 kip Page 3 of 12 Product: 6070 - 4.000 ft Trench UTILITYVAULT Customer. Laser construction uvaubumxam Project: Renton Village Date: August 21, 2007 By. S. C. Hiester, PE Deflection: Ec= (150)1-5(33)(7000)12= 5072241 psi V (10. 000)-(1 2.000)/12= 1000 in' E5= 29000000 psi fr= 7.5(7000)12 627.495 psi Mcr= (627A95)(1000)/5= 125499 lb -in Service load moment = 10.458 k-ft Soil= (0.125)(5.000)= 0.625 ksf Slab= (. 1 50)(0.833)= 0.125 ksf 3.370' 3.370' wu dl= 0.750 ksf 5.903 k Wheel= (1.30)(20.000)/(4.404373)= 5.903 k/ff +M dl=(0.750)(6.740)2/8= 4.258 kip t span= 6.740 ft +M ll=(5.903)(6.740)/4= 9.946 kip I loading for max +Mu total= 14.205 k-ft n= (29,000,000/5,072,241)= 6 A5= 0.53 in nAS= 3.180 in d= 8.625 in Find fs fs= Mu/AsJd b(kd)2/2-ilAs(d-kd)=0 12(kd)2/2-(3.18)(8.625-kd)= 0 6.0(kd)2-3.180(kd)-27.428=0 solving by the quadratic kd= 1.889 in lc,(12.000)(1.889)3/12+(12.000)(1.889)(1.889/2)2+(3.180)(8.625-1.889)2= leff=(10.458/14.205)(1,000.000)+(1-(10.458/14.205)(171.251)= 171151 in 781.427 in 0 dl= (5)(0.75)((6.73955)( 12))4/384) (5,072,241)(781)= 0.009 in Page 4 of 12 Product. 6070 - 4.000 ft Trench UTILITYVAULT Customer. Laser construction uvauburn.com Project: Renton Village Date: August 21, 2007 By. S. C. Hiester, PE A ll=(5.903)((6.73955)(12))-/(48)(5,072,241)(781)= 0.016 in sustained multiplier-- 2.85 A total= (2.85)(0.009)+0.0164= A total= (6.740)(12)/(0.041)= L / 1,951 Minimum reinforcing: Main slab (.0042)(12)(8.625)= 0.43 in < 0.46 in Transverse slab= (100)/(6.73955) "2= 38.52 % (AASHTO 3.24.10.2) Reinforcing distribution Find fs fs= Mu/AsJd d= 8.625 b(kd)2/2-riAs(d-kd)=0 12(kd)z/2-6(0.53)(8.625-kd)= 0 solving by the quadratic kd= k= 1.889/8.625= 0.219 j= 1-k/3= 1-(0.219/3)= 0.927 fs=(14.205"12)/(0.53)(0.927)(8.625)= s= 15(40000/(40,226)-2.5(1.00)= 0.041 in As trans= (0.385)(0.458)= 0.18 in' As= 0.53 in nAs= 6.000 6.0(kd)2+3.180(kd)-27.428=0 1.889 in 40.226 ksi 12.416 in M= 14.205 k-ft Page 5 of 12 Product: 6070 - 4.000 ft Trench UTILITYVAULT Customer. Laser construction uvouburn.com Project. Renton Village %W Date: August 21, 2007 By: S. C. Hiester, PE Case 2 5'-0" soil cover and HS-20 Loading Wheel load distribution: distribute wheel load over an area equal to 1.75 x the depth of fill 14.000' 14.000' .(1.750)(5.000)= 8.750 ft IF Loads: HS-20 axle spacing Soil= (1.2)(0.125)(5.000)= 0.750 ksf Slab= (1.2)(.150)(0.833)= 0.150 ksf wheel=(1.6)(20)/((8.750+(22.36/12))((8.750+(11.2/12))= 0.311 ksf Total= 1.211 ksf +Mu= (1.211)(6.740)2/8= 6.878 k-ft Vu= (1.211)(6.740)/2= 4.082 kip Both moment and shear are less than case 1 Design walls Design as cantilever a� rn Design for 5'-0" soil cover 0.055 kcf 3 live load surcharge= (.005)(20.000)= 0.100 ksf CO 0 0.321 ksf m oo > CO ksf o 0 e _ L 1.833' 2.167 i� span= 4.000 ft 0.541 ksf -Mu=(1.6)[(0.100)(2.167)(4.000-(2.167/2))+(0.321)(4.000)2/2+(0.220)(4.000)2/6] -Mu= 6.059 k-ft 0 0 0 LO M CO 00 6 0 0 v Page 6 of 12 Product: 6070 - 4.000 ft Trench UTILITY VAULT Customer: Laser construction uvauburn.com Project: Renton Village Date: August21, 2007 By: S. C. Hiester, PE Vu=(1.6)[(0.100)(2.167)+(0.321)(4.000)+(0.220)(4.000)/2] Vu= 3.105 kip w/b= 12 in d= 5.313 in Mu= 6.059 k-ft As= 0.26 in As max= 1.96 in OVc= (.85)(2.0)(7000)1J2 (12.000)(5.313)= 9.067 kip > 3.105 kip Vertical wall compression: for max shear - use full E for live load 0.933' 5.806' wu ll=(1.6)(20.000)(1.30)/(0.933)(4.404373)= 10.120 k/ft 4 Vux dl=(0.450)((6.740/2)= 1.516 kip Vux ll=(10.120)(0.933)/(2)(6.740)((2)(6.740)-0.933)= 8.791 kip span= 6.740 ft Pu/ft= 10.308 kip k= 0.8 Ic= 60.000 in ¢Pn=(.55)(.85)(12.000)(7.125)(7000)[1-((0.8)(60.000)/(32)(7.125))]2= 267.398 kip» 10.308 kip Minimum reinforcing Main wall (.0042)(12.000)(5.3125)= 0.27 in' = 0.26 in' Transverse wall (.0018)(12.000)(7.125)= 0.15 in' Reinforcing distribution Find fs fs= Mu/AsJd d= 5.3125 As= 0.31 in nAs= 6.000 b(kd)2/2-rl As(d-kd)=0 12(kd)2/2-6(0.31)(5.3125-kd)= 0 6.0(kd)2+1.860(kd)-9.881=0 solving by the quadratic kd= 1.138 in k= 1.138/5.3125= 0.214 Page 7 of 12 Product: 6070 - 4.000 ft Trench UTILITYVAULT Customer: Laser construction 3 uvaubum.com Project: Renton Village Date: August 21, 2007 By: S. C. Hiester, PE j= 1-k/3= 1-(0.214/3)= 0.929 fs=(3.585"12)/(0.31)(0.929)(5.3125)= 28.130 ksi M= (6.059)/(1.6)= 3.585 k-ft s= 15(40000/(28,130)-2.5(1.50)= 17.579 in Design base slab Case 1 2'-0" soil cover and HS-20 loading Soil= (1.2)(0.125)(2.000)(7.333)= 2.200 kip Trench=(1.2)[(2.401)-((7.333)(0.667)(.150))]= 2.001 kip Wheel= ((1.6)(20))/((4.404)= 7.266 kip total= 11.467 kip Case 2 5"-0" soil cover and HS-20 loading Soil= (1.2)(0.125)(5.000)(7.333)= 5.500 kip Trench=(1.2)[(2.401)-((7.333)(0.667)(.150))]= 2.001 ksf Wheel= (0.311)(7.333)= 2.098 kip Total = 9.599 ksf wu=(11.467)/(7.333)= 1.564 ksf span= 6.667 ft +Mu=(1.564)(6.667)2/8= 8.687 k-ft Vu=(1.564)(6.667)/(2)= 5.212 kip w/b= 12 in d= 6.750 in Mu= 8.687 k-ft As= 0.29 in As max= 2.50 in oVc= (.85)(2.0)(7000)12 (12.000)(6.750)= 11.521 kip > 5.212 kip Minimum reinforcing Main wall (.0042)(12.000)(6.75)= 0.34 in < 0.29 in2 Transverse wall (.0018)(12.000)(7.125)= 0.15 in Reinforcing distribution Find fs fs= Mu/AsJd d= 6.760 As= 0.37 in nAs= 6.000 Page 8 of 12 Product: 6070 - 4.000 ft Trench UTILITY VAULT Customer: Laser construction uvaubum.com Project: Renton Village Date: August 21, 2007 By: S. C. Hiester, PE b (kd )2/2-rl As (d-kd)=0 12(kd)2/2-6(0.37)(6.75-kd)= 0 solving by the quadratic kd= k= 1.406/6.75= 0.208 j= 1-k/3= 1-(0.208/3)= 0.931 fs= (7.239"12)/(0.37)(0.931)(6.75)= s= 15(40000/(37,378)-2.5(1.00)= Tapered corner sections 6.0(kd )Z+2.220(kd)-14.985=0 1.406 in 37.378 ksi 13.552 in M=(8.687)/(1.2)= 7.239 k-ft The same design will be used as in the standard units above. The shear will be checked at the narrow end and the positive moment will be check using the slab width at midspan. The walls have a uniform pressure acting on them, therefore the same reinforcing per foot will be used. Top cover slabs: Rksf vim} � LS Rlu D-.• load... . ksf live load diagrahm +Mu _igi�i%�l'-hF3 ... -•.•. General equation A= W 1 "d" from support for shear calc L B= W2 r wheel load is distributed D for moment and C for shear C1 (< E) W A A r--- - - - - -- ------------ 4.404' L D --------- B W2 wheel load is distributed over D for moment and C or E for shear with wheel R1 dl= (wu dl)(a)(L)/2+(wu dl)(B-A)(L)/3 (load near support R1 m II (for +Mu)= (wu II)( 933)((2)(2 903)+ 933)= 20 791 ki p +Mu= ((wu dl)(A)(L)2/8+(.1283)(wu di)(B-A)(L)2/2+(wu II)+((R1m II)(2.903+(R1 m II/(2)(wu II)))] R1 (for Vu)=(wudl)(U2-1.232)+(wu dl)(B-A)(L)/(6)-(wu dl)(B-A)(L)(1.232)2/(L)2 R1v 11 (for Vu)= (wu II)(.933)((2)(4.574)+.933)= 31.114 kip Product: 6070 - 4.000 ft Trench UTILITYVAULT Customer: Laser construction °vaubum.cvm Project: Renton Village Date: August 21, 2007 By: S. C. Hiester, PE wu dl= 0.450 wu I(= (1.6)(1.3)(20)/(0.933)= 44.571 k/ft Moment Part W1 W2 dim A dim B Dim C Dim D +Mu/(ft) As It ft ft ft ft ft k-ft In2 T2 standard slab reinf T3 2.625 5.000 2.625 5.000 2.827 3.813 19.680 0.52 T4 1.917 4.292 1.917 4.292 2.119 3.105 23.585 0.63 T5 standard slab reinf T6 2.000 6.750 2.000 6.750 2,405 4.375 17.496 0.46 T7 4.750 9.500 2.029 6.779 2.434 4.404 17.397 0.46 T8 6.208 7.979 3.519 5.290 3.670 4.404 17.374 0.46 T9 4.563 6.354 3.509 5.300 3.662 4.404 17.374 0.46 T10 See below T11 3.125 7.708 2.113 6.696 2.503 4.404 17.395 0.46 T12 3.417 8.000 2.113 6.696 2.503 4.404 17.395 0.46 T13 standard slab reinf Shear Part dim C1 Vu @ d OVc +Mu @d quan #6 As act OVc* ft I kip kip k-ft rebar In kip T2 standard slab reinf T3 2.827 12.011 12.424 14.858 0.81 12.645 T4 2.119 15.702 12.424 19.407 0.85 12.690 T5 standard slab reinf T6 2.405 14.004 12.424 17.323 T7 4.404 8.130 12.424 17.129 T8 4.404 8.052 12.424 11.720 T9 4.404 8.052 12.424 11.744 T10 See below T11 3.516 9.909 12.424 16.684 T12 3.808 9.230 12.424 16.684 T13 standard slab reinf for T4 & T6 add stirrups T4 Vs= (15.702/0.75)-(12.424/0.75)= T6 Vs= (14.004/0.75)-(12.424/0.75)= T10 Tributary width= 3.5 ft Page 9 of 12 +Mu/(ft)=+Mu/D Vu @ d= (R1 dl + R1v II)/C *ACI 318-05 eq 11.3.2.1 4.370 kip Av= (4.370)(2)/(65)(8.250)= 2.107 kip Av= (2.107)(2)/(65)(8.250)= slab width= 1.5 ft wu wheel= wu dl= (0.450)(3.5)= 0.02 in' (/ft) 0.01 in (/ft) 44.571 k/ft 1.575 k/ft Page 10 of 12 Product. 6070 - 4.000 ft Trench UTILITYVAULT Customer: Laser construction uvouburn.com Project: Renton Village Date: August 21, 2007 By: S. C. Hiester, PE Vu= (8.026)(3.5)= 28.091 kip R1u dl=(1.575)(6.740)/2= 5.307 kip R1u ll=(44.571)(0.933)/(2)(6.740)((2)(2.903)+0.933)= 20.791 kip +Mu=(1.575)(6.740)2/8+(20.791)(2.903+(20.791)/(2)(44.571))= 74.150 k-ft w/b= 18 in d= 8.625 in Mu= 74.150 k-ft As= 2.13 in As max= 4.78 in Vux dl=(1.575)((6.740/2)-1.232)= 3.367 kip Vux ll=(44.571)(0.933)/(2)(6.740)((2)(4.574)+0.933)= 31.114 kip Vux= 34.481 kip Mu x(1.575)(1.232)(6.740-1.232)/2+(31.114)(1232)= 47.824 k-ft shear by ACI 11-5 Vu= 34.481 kip +Mu= 47.824 k-ft As= 2.2 in b= 18 in d= 8.25 in 0.75 �Vc=(.75)[(1.9)(7000)'12+2500(2.200/(18.000)(8.250))(34.481)(8.250)/(47.824)(12))](18.000)(8.250) Wc= 19.749 kip > 34.481 kip Vs= (34.481/0.75)-(19.749)/0.75)= 19.642 kip Av= (19.642)(2)/(65)(8.250)= 0.07 in (/ft) Page 11 of 12 Product. 6070 - 4.000 ft Trench UTILITYVAULT Customer. Laser construction uvauburn.com Project: Renton Village Date: August 21, 2007 By. S. C. Hiester, PE Bases: moment and shear general equations are similar to the top slab design for dead load wu dl= 0.450 "d" from support A= W1 for shear calc C <E=4.404' B= W2 r� Dead load and wheel load are distributed uniformly over entire base A L ; W2 Dead load is distributed uniformly over entire base. Wheel load is distributed uniformly over area ((A+B)/2)L Wheel= (1.6)(1.3)(20)= 41.600 k/ft Mlk Part W1 ft W2 ft dim A ft dim B ft Dim C ft Dim D ft weight' kip wu @ A ksf wu @ B ksf +Mu k-ft As in' B2 standard slab reinf B3 2.625 5.000 2.625 5.000 2.827 3.813 9.214 5.690 10.838 16.756 0.57 64 1.917 4.292 1.917 4.292 2.119 3.105 7.361 4.794 10.733 18.840 0.65 B5 standard slab reinf B6 2.000 6.750 2.000 6.750 2.405 4.375 10.528 3.950 13.330 14.003 0.48 67 4.750 9.500 2.029 6.779 2.434 4.404 17.149 4.276 14.285 14.963 0.51 B8 6.208 7.979 3.519 5.290 3.670 4.404 17.05 7.407 11.134 16.914 0.58 139 4.563 6.354 3.509 5.300 3.662 4.404 1 13.138 1 7.091 10.710 1 16.226 0.55 note 1: weight of base slab is subtracted when calculating wu @ A and wu @ B Part Vu @ a OVc 132 standard slab reinf 63 6.304 11.521 B4 7.917 11.521 135 standard slab reinf B6 7.800 11.521 B7 8.277 11.521 B8 5.431 11.521 B9 5.227 11.521 Page 12 of 12 Product: 6070 - 4.000 ft Trench UTILITYVAULT Customer. Laser construction uvaubumcom Project. Renton Village Date: August 21, 2007 By. S. C. Hiester, PE Walls for section B-5 assume 1'-0" width of wall carries moment from 42" dia opening +Mu= (2.75)(6.059)= 16.661 k-ft w/b= 12 in d= 6.750 in Mu= 16.661 k-ft As= 0.57 in As max= 2.50 in 'TY a 15t 'TIO a 36'1 ACCESS (3) PLACES 'TB' a'B8' 1o'-O' PIECES PER LINEAR SEGMENT: 'T10' '71' . 6 \ ,7 a 'B6' 42' EXISTING STORY _ 7 / DRAIN PIPE 0 • — I ti I I s 144'0 EXISTING CATCH BASIN 16-0' PIECES PER I,- UNEAR SEGMENT: T1' . 5 Tit' . 5 'TI4' t 1013' S PER 'T13' a T312' WENT: ' 18' SS 17 ./36' EX1511NG SEWER ENCASEMENT a'BS' 'TIU 'T12' a'elF 'NI, k 'B16 16-0' PIECES PER LINE AP SEGMENT: '1124 0* . 25 T4' k '84' 12•W HOE IN BASE FOR 8' STORM PPE{ TOPS AND BAYS PER CUSTOMER REQUEST :D LAYOUT At TRENCH PIECES PER REVISED CUSTOMER D19G INVSwI $ \,` 4-TON LIFT ANCHOR (4) PLACES IN TOPS k BASES PLAN VIEW 6070 TRENCH TOP 'TI' k BASE 731' b $ TOP I I I H I I � eAY SECTION AA 6070 TRENCH TOP 'TI' k BASE 'B7' VIEW BB 6070 TRENCH TOP 'TI' It BASE '91' STRUCTURAL NOTES I. CONCRETE 28 DAY COMPRESSIVE STRENGTH Fc . 7,000 psi 2. REBAR. ASTM A-615 GRADE 60 3. MESH: AST" A-165 GRADE 55 4. DESIGN: ACI-318-05 BUILDING CODE 5. LOADS: AASHTO H-20 TRUCK WHEEL, P-15.0 klp ASTM C-890 'WNMLIM STRUCTURAL DESIGN LOADING FOR MONOUTHIC STRUCTURAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES' 30IE IMPACT FOR LESS THAN 2 FT. SOIL COVER 125 P" SOIL DENSITY 50 Pcf E.F.P. LATERAL SOIL PRESSURE 100 pal LIVE LOAD SURCHARGE TOP OF TRENCH 6-0' TO 5'-0' BELOW FINISHED GRADE GENERAL NOTES 1. CUS70MEN TO: VERITY ALL TRENCH FEATURES DO ALL WELDING. GROUDIG k EPDXY OF VAULTS, HOLES a SEAMS (USNG N04-SHRINK GROUT) SUPPLY a INSTALL ALL PIPING INSTALL ALL LADDERS DO ALL PAINTING SHIPPING WEIGHT TOPS (50)'71' I,8001b., (1) YY 7.218 M. (1)'TS 3,464 M (1� 'T4' 2.769 lb., (2) '75' U50 Ib; (1) i6' 3ODB lb. I 'TT 6.365 b., (1)'TO' 6,328 bt O))'T9' 4,876 b. 4)'TID' 7,3671bs, (1)'T11' 4,839IN, (1)'T1Y 4,260 lb. (1)'TIS 6.700 M, (1)'TI4' 8,338 b. BASES (54) '81' KISSO b5 (1) 'B2' 12,067 Ib., (1) '03' 5,750 lb, (1 '11' 4,592 lb, (2)'BS' 14,295 lb. (1) T18. 8,620 b., 1 'B7' 10,7. Ib., (1 'BB' 10.722 lb. (1)'89' 8,262 lb., (I 'Bt6 6,19E Ibk (1 '811' 7.252 M b (1)'812' 7,562 .. i D13' 10,180 M (134) PIECES TOTAL ® UTILITY VAULT' solo TRENC#i _ 001d... Ele Pnafl lM. B'W s I'H . 6161 RENTON VILLAGE STORM SYSTEM PNOACT RENTIAWA -'TIO'd'BI' -----_ II4'0 EXISTING __ __\ w CATCH BASIN 'Te' t 'BB' ' e e RV 'T1' a 81, m m i1 d 81 i Ib'e AIXE55 MOLE I � ............... If I SE SS B BASE 'BS' r/76Y SEWER ENCASEMENT /42.0 KNOCKOUT AB'r ACCESS XOE ) I 1 — a \ m Z'.�WO EYJSTNC SO — 'nS t 'B12' 711' d 'BIO' 'TIC a'BI' I i J.' 48'0 ACCESS HOLE 8 / / I TON BA ANCHOR IN & IN TOPS BASES / % � /' + - -- - B 42'0 EXISTING SO ,' w 1 9 % a I II 1 I I A2'0 KNOCKOUT / E 6 ` 7e\ 'TI• a 'B1• \ I N BASE WALL I / 12'0 HOLE \ -- FOR B' SD / CAPS N MTERED SEAMS MAY RESULT FROM \ Ts a'BS VARIANCES OF TRENCH PLACEMENT IN THE FIELD. 'TIC, a Ylr / a CONTRACTOR TO GROUT SUMS AS NEEDED USING m / 1 NON SHRINK GROUT, B. Y l0. n WIR/CIOI maces F e WELD PLATE i m / / BASE m SEE DUAL / / - Ara Amin / L, mimic 8'0 STORM DRAIN' 12• d'B2' \ / / CORNER CONNECTION DETAIL WELD PLATE DETAIL \ — / TYPICAL ALL CORNER BASES SECTION NEW THROUGH BASE 8 REWSED LAYOUT PER CUSTOMER REDDEST 08/zD/01 MW u P.aav w[s TR P^" 07/02/07 6070 TRENCH �q$Ejt IN 2 aT13 A NEW SHEET 07/25/07 MW ^+� a mMO'"�°n avaKe KOII ffiUTILITY VAULT O r TRENCH LAYOUT DUALS NW SEE ABOVE Oldeistli PwvX�lrc. 1i.1MIG TIN axsw ITt , ITT[ er ..w� °awjpDr�P1sY^m^... �� crl xP mo-n-iui.>u RENTON MLUCE STORIA SYSTEM PROJECT 010-S067009-001 B /.. a+/e+..0 RENiON,WA PLAN VIEW LAYOUT (SHOWN AS POURED) 1 Aux sue" -: SECTION AA BILL OF MATERIAL SHOP NOTES -w- PART _ Ott I UA DESCRIPTION ITE11F i. PRODUDRON 5 (5.T) TOPS I 4 Anh. 4-1an FI.t Net O1D-5100540-000 2. NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES FORM DIAGONAL OFSTANCE. 12. -4W *X 5.67 Dar Rebm /4 X 4W GR60 010-551D030-ODO 4:3. CONCRETE FM9f. BR00M FINISH OATH MADIWO EDGES 2.13 Reba 16 X AV GR60 010-551D070-000 2.20 ce-7a Cam to Nb - SGC 010-501ODDD-Om 2.20 cuyd Panel Vat Ram Spmm 010-9300070-ODD 5 Wooa ! Sletl F—,*N Ch-V O10-930DD50-ODO PLAN VIEW REINFORCING (SHOWN AS POURED) SECTION BB REINFORCING CUT LIST PART I OTY 1 DESCRIPTION FT IN SHAPE RI 12 E6 Ram 7 1 51R R2 I6 /4 Raar D 9 SIR R3 1 ID 1N Ram 7 1 STIR � uozu�ui MN wa ®r., a �• e m &/o® 04la 6070 TRENCH c9Tc LASER UNDERGROUND 3a 13NBEq Ag1 S— LAYOUT a RUORoA R25AMMHT NUi/UTILITYVAULT-_ltleas•n• TOPS Reo0. F�c NU+%Me'Hx 4esa" qODWS UNvgtncE sTogN srst[u PgoxtT 010-Q067009-001 B DAAD PION PLAN VIEW LAYOUT (SHOWN AS POURED) BILL OF MATERIAL PART Ott I URA DESCRIPTION ITEM# 1 4 m Anchor 4-Tan T-Bw 010-510081O-OOD 2 4 m Ins.H Op.Fort I' s 4-i/1' 010-5100150-O 0 5.70 bar Rabw H % M' GR60 010-5510D3D-000 4.00 bar Xsbw /5 K 40' CR60 010-5510050-D00 173 m-yd Cmwats Mix - SOC DIo-501oo00-OW 3.73 cu-yd Pmd VaWI Rebw Spacer 010-93=70-000 10 Wood IQ Sted Farming CMrgs 010-9300D50-000 77.34 p-N Mesb - (Sq we foal) DID - W1 DETAIL R1 DETAIL SHOP NOTES 1. PRODUCTION CITY: (54)'Bl' BASES 2. USE 6070 STEEL FORM 3. CONCRETE FINIM MT FLOAT FINISH WITH %* CHAMFERED EDGES 4. DIMENSIONS IN [BRACKETS) ARE CRITICAL S. RIP METHOD: AOJUSTABLE TRUNNIONS ON FORM PLAN VIEW REINFORCING (SHOWN AS POURED) SECTION BB REINFORCING CUT LIST PART OTY DESCRPTION FT IN SHMPE Rl 10 IIS Rebw 16 0 BENT R1 tt H Rebw 7 1 STIR R3 18 H Rebor 9 8 STIR WI 2 Mesh 4s4 - 'A4.9 s W2.9 BLM D No CHANGE 0e/20/07 MIN I-� sues TR pen o7/02/07 _ 6O70 TRENCH ms,aca vWu A CND PROOUCTKN OTY FROM 55 TO 54, REVISED SKET NUMBER D7/27/07 Mw ` :./'re crsa8n xEW, ®UTILITY VAULT a 1di' SASE - LAYOUT t REINFORCNG LASER UNDERGROUND 4 a 13 NW 14,B491bs 00ldoastlo Pnosl OY r�C eL B[n PF,Wax -IA nu+m� an �:sv. aes`..,r,.wi. aWam wsm `cam•am'ss.a�.'rsuar RENTONVILLAGE STORM SYSTEM PROJECT RENTON,WA 010-S067009-001 B PLAN VIEW LAYOUT (SHOWN AS POURED) 1I� 1 21,11, 1' 7 SECTION AA BILL OF MATERIAL PART On UM I DESCFIPTION ITEM 1 4 w Maha 4-11 n i Fw1 010-5100540-000 1.80 a-„1 Canaefe M1e - SCC DIO-5010000-000 1.50 ba Rebor /4 X 40' CR60 010-5510030-000 1.77 ba Rebor re X 4D' GRID 010-551OD70-000 1,80 .-Dd Panes Volt Reba SP— 010-930D070-ODO 5 Wood k Sted F—Vl q Charge 010-9300050-000 SHOP NOTES 1. PRODUCTION On: (1)12' TOP 2. NO STEEL FORM EMST2; USE WOOD FORM/RIP RAILS FOR ALL FEATURES 3. FORM OIAWIUL DISTANCE- W-W W 4. CONCRETE FINSM: BROOM FINISH WITH MACHINED EDGES PLAN VIEW REINFORCING (SHOWY! AS POURED) R >r .. ._ .................. ...... . .. _.. ......... .. a ........ ... ..,.... Rt SECTION BB REINFORCING CUT LIST PART an DES 11" FT IN SHAPE R1 10 /6 Raba 7 4IR R2 18 l4 RebaR3 8 /4 Reba 7 B NO OIANCE _� 08/20/07 MW w 1e sacs TR own 07/12, _ 6070 TRENCH °is1°'sx swsr A NEW SHEET 07/27/07 MW wr1 a*%» a»NA WTun ® UTILITY VAULT a '12' TOP - LAYOUT t REINFORCING LASER UNDERGROUND 5 a 13 M'N 7,21816e OOIda, I*P—'— a� �"�^ a msa wR a w:.: " " 4sti Mho w 4 e �rnr RENTO NLLAGE'-M 5YS EM PROJECT 010-S067009-001 B WS r7rr,w/a.r.u/n.�.r /w�./r.+.. /r•en.7 x+..0 RENTON,WA 7'-4. OVERALL - [7'-2*1 3 SPACES 0 12* O.C. & jBOTTOM MAIS REINF. WAI-LRE�- j- - - - - - - - - - - - ffINF.�� II SLAB (9 L .... ... . .. . ?E yet II II I j Wl DETAIL Rl DETAIL II II I I R4 II Ig ITT I II 3 PLAN VIEW . ....... LAYOUT (SHOW AS POURED) ............... . .. ..... .................. 49 r-Ir DMERALL VIEW DD PLAN VIEW REINFORCING (SHORN AS POURED) R3A, R38 k R4 NOT SHOWN ro SHOP NOTES 1. PRODUCTION OTY. (1) 82- BASE 2. USE 607D STEEL FORM 3, CONCRETE FIN! FLAT FLOAT FINISH WTH W CHAMFERED EDGES 4. DIMENSIONS IN[BRACKETS]ARE FnM S. FIJP METHOD-. ADJUSTABLE TRUNNIONS 04 FORM 555 4' CHAIR BETWEEN 7 STANDARD 1. RI BARS It 13' BLOCKOUT LOCATION REINFORCING CUTLIST PART OTY DESCRIPTION FT IN ISHAPE1 _T_ t - rn. Iti Reba RI 0 is 0 BENT .............__...._......._........ .._........_.._`_._., 0 14 Reba 7 1 S SECTION AA R3 15 IN Rebor 7 10_]_ SIR FLIA 1 04 Reber 1 6 S7R 14 Reba— 0 STR STANDARD ±4 2 F4 Reba 2 6 STR LOCATION wl 2 Mnh 40 - W2.9 x W2.9 BENT 3 3 + - - - - lit - - - - - - - - - - BILL OF MATERIAL PART OTY UIM I DESCRIPTION ITEM I 1 4 . AmW 4-T. T-Bar 010-SlOO610-000 y3 SC SECTION CC 2 4 m Inwn Opm fm 1' x 4-1/2* 010-5100150-000 It 13' BLOCKOUT 102 .-yd CMCr@tg MIK - SCC 010-5010000-000 5.19 R.b. 14 X 40- GROD DD-5510030-00) 160 Reba Fj X 40' GR60 010-5SIODSO-00D &02 w-yd Poml VoLit Reber SW— 010-9300070�DOO wood & St"I F-�" Ch.g. 010-930D05D-000 218 Mh - (Sq— F-Q 010-55=0-000 AL VIEW BB m �b 0. 8 NO 111MIE TR 1— 07/0217� ®UTILITY 6070 TRENCH UNDERGROUND 6 — LAIR 13] A NEW %W VAULT' 'BY BASE - LAYOUT & REINFORCING .3 MIR 12.067 lb. � =.,, ,r 6.1d ... 1I.P, R TON VILLAGE STORM SYSTEM PLOT RENTORWA 010-S067009-0011 IT ba sa TOP IS TYPICAL OF MITERED TOPS IN OTHER CORNER LOCATIONS 7'-4. OVERALL , lll__�l II II 19-111 II It II u b II II T - U II II P- 1' 2- WIPI. TOP FACE PLAN VIEW LAYOUT (SHOW AS POURED) f x I' 7 TYP SECTION AA PLAN VIEW TOP MAT REINFORCING (SHOW AS POURED) PLAN VIEW BOTTOM MAT RENFORC91G (SHOWN AS POURED) SHOP NOTES 1. PRODUCT" OTY: (1) 'T3' TOP 2. TRIM R1 BARS TO 7'-1" WE OVERALL AFTER TYING 3. NO STEEL FORM EIOSTS; USE NOW FORM/FUP RAILS FOR ALL FEATURES 4. FORA DIACONAL DISTANCE: W-LON' iX S. CONCRETE FINISH: BROOM FNISH WITH MACHINED EDGES RS R4 PS 2 >v BILL OF MATERIAL REINFORCING CUT LIST ' PART OTY LVM DESCRIPTION REM0 PART OTY DESCRIPTION FT I IN SNWE ... ............... ......_................ G. 1 4 ea Ad. 4-7. Fkt Fan 010-5100540-000 m 7 X Rd,Pr 7 s STR of nAsq 6 0.85 a-Td Ca!aete Mir - SCC 010-5010000-000 R2 17 µ Reba 4 B SIR RI ♦� 2.93 ba Reba 14 9 40' CR60 010-5510030-000 RS 2 µ Rabar 2 S SIR SECTION BB 1.30 Dar Reba 16 % 40' CR6O 010-5510070-000 R4 3 µ Rebar 7 1 S7R � 0.85 cayd ParW Volt RAW SPocat 010-93=70-000 R5 1 µ ReWr 4 3 STR 5 WPPd a Sted F—irl Cbape OID-93DDOSO-WO R6 1 /4 Reba 7 5 STR 70NAL esPrRe: 0e/u/oe B NO CHANGE ae z0 07 uw e K Nban a : Ms IR D 1T 07/02/07 6070 TRENCH P S A NEW SKEET r"..'a`.o ..'iiP..b :, a :'are. � Ur/(m VAULT' USER UNDERGROUND 7 a 13 D7/27/07 NW r a asawA MW' 3,464 IM '13' TOP - LAYOUT h REINFORCING Ta, ecns!m wrz Iw :wa, e°..'m'rM°Y4 e"",.` a¢arm rxc!p �°'m„ rwerr Oldeaet4 Pnakr!c RENTON VILLAGE STORM SYSTEM PROICT Ittwmx W5 __ _ a.`a;� .,u. ,r� ,.a ,�, a RENTON,WA 010—S067009-001 B PLAN VIEW LAYOUT (SHOWN AS POURED) PLAN VIEW LAYOUT (SHOWN AS POURED) BASE IS TYPICAL OF MITERED BASES IN OTHER CORNER LOCATIONS 6 rmuw MESH W1 DETAIL W2 DETAIL PLAN VIEW TOP s WALL RUNFORCING 3, (SHDWN AS POURED) r .' 2 WELD PLATE DETAIL R1 DETAIL SHOP NOTES 1. PRODUCTION OTW. (1)'BY BASE /MALE KEY ON (1) END. MT MITERED HEADER ON THE OTHER END 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: MT FLOAT FINISH WITH W CHAMFERED EDGES 4. DMENSIONS IN [BRACKETS) ARE CRITICAL 5. RIP METHOD: FORK UFT REINFORCING CUT LIST PART OTY I DESCRIPTION I FT N SHAPE RI 12 115 Reb°r 1 9 2 1 BENT a 7 s STR m 4 B STR w 2 7 SIR w WARbo.r 2 5STR .4 - W2.9 x W2.9 BENT x4 -W2.9 a W2.9 BENT BILL OF MATERIAL PART 1 OTY AM DESCRIPTION TEMA 1 4 eo Anchw 4-Ton T-Bw 010-510DO10-000 2 2 4a }Box Wad Anq% 2' K 3' 010-22p0620-000 1.42 w-Td Concrete Mix - SCC 01D-501DODo-ODD 1.64 Da Raver 14 K 40' CR50 010-5510030-000 /.DS bar R bpr 15 K 40' CUD 010-5510050-ODO fA2 w-yd Pwd Volt Reba Spocen 010-p300070-000 i0 Wood R Stea —.i Cherpe 010-9MM50-000 7B.0 sq-11 Mesh - (SRowe F.I) 010-5500000-000 PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) IT REVSEDREINFORONG 0B/20/07 Mw srs eeosor�a Nr Noa�uew.sns sua ITT °"'r 1/02/07 _ 6070 TRENCH asrouu A RE SFEET 07/27/07 MW�rorn xx orMaNe nnwr ee UTILITY VAULT' " Ti3' BASE - urour s RDNFORONc LASER UNDERGROUND B a13 MW 5,750 lb,. vOldswftlo Reu�Nc. 11A I ntwvpr o"W er .iM.w:iM°iMr"""x'`' cKam ceo o �'"''�' 1' REN10N VALACE S�'ORM SYSTEM PRO,SCi 010-eS067009-001 �B WS major.ui�...�.i�...,/.-a/M�/�.... RENTON.NA PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART I OTY I UM I DESCMP7KK1 GEM 1 4 4o M h. 4-7aa FIot Foot 010-5100540-M 0.68 au-yd Carnet. MIA - SCC DID-501DDOO-000 2.24 bar R b. 14 N 40' GR60 010-5510030-000 1.11 bar Rdwr i6 R 40' GROB DID-5510070-000 24.5 W-Tt Moh - Sq,— Fnt) DID-5500DOO-DDO 0.66 —yd Poad Vault Rebw Sp— 010-930OD70-ODO 5 Wood ! Stad F-4 Charge 010-9300050-000 DRAWING IS TYPICAL OF MITERED TOPS REQUIRING MESH STIRRUPS (TOPS 'T4' k 'T6') 5. II (2) MRES MIN. ON TOP LEG T.L j W1 DETAIL Y-O' Lg. SHOP NOTES 1. PRODUCTION OTY: (1) 'T4' TOP 2. TRIM III BARS TO Y-1' WIDE OVERALL AFTER TYING 3. NO STEEL FORM EDSTS; USE WOOD FORM/RIP RATS FOR ALL FEATURES 4. FORM DIAGONAL DISTANCE 8'-S' *W 5. CONCRETE FINISH, BROOM FINISH WITH MACHINED EDGES om�000 m©�OOm� m©room mo�©mm mores©om PLAN VIEW TOP MAT REINFORCING (Smom AS POURED) PLAN VIEW BOTTOM MAT REINFORCING (SHOWN AS POURED) R2 L R4 R3 <=r ...._......................................... ........._.........._. ......................... ..... . ....... _..0.1_..._. k� D"BARS SECTION BB BETWEEN R2/R3 R3 8ARS '""' 1R "'" 07NxN7 _ 6070 TRENCH '"' OB/20/07 Mau "r a NNPNn aDw, ®UTILITY VAULT ' 'T4' TOPS - LAYOUT d RI NFORCINC LASER UNDERGROUND uw v691w Qolaeeaue PeaH1«. n�.w'c a.nrA ncepw wn I ..e�.o'w cucw °� 'fiO1iar-ras, BENTON MLIACE STORM ST57EM PROTECT 01 O-SO67OO9- W'S r/.�+•/a.r.urn�...r u.... rrr.. r.. "+r r.,. RCNTON,WA r-2* OUTSIDE OF CAGE 7-4* OVERALL 6 6 SPACES 0 12* O.C. TRIM MESH - - - - - - - - - - - - - - - - T 8B AI L n TRIM 'ME Al ull ull --V;i� . . ....... 2 Wl DETAIL W2 DETAIL SEE DETAL R TRIM R BARS TO TRIM �� - ': / I MATCH ANGLE OF FORM NI PLAN VIEW kPLAN VIEW TOP k WALL R NFORCING LAYOUT (SHOWN AS POURED) (SHOWN AS POURED) Rl DETAIL 7'-1* OUTSIDE OF CAGE 6 SPACES 0 127 D.C. /1111 FACE II to c -4� (D WELD PLATE DETAIL TOP T FA SHOP NOTES TRIM R3 BARS TO OP 1. PRODUCTION OTY. (i) 'B4 ' BASE ./FE ALE KEY ON (1) END, FLAT MATCH ANGLE OF FORM (4T-PCC-S 2. MITERED HEADER ON THE OTHER END USE 6070 STEEL FORM sm, FLAT FLOAT FINISH WITH )r CHAMFERED EDGES PLAN VIEW 3. PLAN VIEW 4 DolomNCR;ECEsnwM (BRACTS) ARE CRITICAL BOT70M MAT REINFORCING LAYOUT (SHOW AS POURED) 5, FUP METHOD: FORK UFT (SHOWN AS POURED) LIFT INSERT LOCATIONS REINFORCING CUT LIST PART QTY DESCRIPTION Fr INSNME 7'-4' OVERALL RI 10 05 Rb7. 7 2 BENI -F2-- —7 05 R 7 5 M e CHAR BETWEEN B. 6*-0* 8' MT INSIDE _13_ 13 #4 Re- 3 a R3 SARS R4 1 #4 R,b,r 1 9 STR _EL - '.b. 'IT.- -.- ..... ... BENT ... ... ................ ... .. .. ..... r _L 14 DESCRIPTION FT 8 STR WI I M� 4,4 - W2.9 W2.2 2 x R, it BILL OF MATERIAL PART On LYN DESCRIPTION ITEM I 010-5100610-000 1 4 . Ad- 4-T. T-8.1 2 2 . 13-8w Weld Anjo 2' X 3' OID-22OM20-000 nY —b. Mk - 010-5010000-DOO 1.14 . yd C. 9A 1.26 b. Rb. #4 X 40' GRIN) 010-551003D-000 63 Dar Rb. 15 X 40' CR60 010-5510050-000 1.14 .-yd P.d Vmdt %bw Sp.- — 010-9300070-000 S7 SECTION AA 10 Wood & Std F—i�g Ch�W SECTION BB AL 20.07 MA - (Sq.- Fang was an I 1-� omens: on/rs/oe F6070 TRENCH 08/20/07 Mw X-T l&UTILITY VAULT- 84BASE - LAYOUT & REJNFORCRLA;R IERGROUND 10 0 MN -c- RINTONvVILLAGE PROJECT 10-S067009-001I FNTON,WA PLAN VIEW LAYOUT (SHOWN AS POURED) I SECTION AA BILL OF MATERIAL PAR/ OTY 1H1d OESCRPTION OEMs 1 4 w And- 4-Tto Rtl Foot 010-S1WS40-000 7.20 w-yd C—ta MN - SCC 010-SOTD000-D00 6.55 for R49w f4 % 46 OR60 DID-551DD30-DDO 213 hw R" #6 % 40' CR60 010-551DO70-DDD 2.20 a-yd Pmal Voult Rtbw Spma4 010-9300070-000 5 Wood h Sted Fa ing CWwgt 010-930OD50-000 SHOP NOTES 1. PRODUCTION OTT: (2) -TV TOPS 2. NO STEEL TORN EASES; USE WOOD FORM/F1UP RAILS FOR ALL FEATURES 3. FDPM DIAGONAL DISTANCE: 12'-4k' IX 4. CONCRETE FIRM: RRDOM FINISH NTH MACHINED EDGES PLAN VIEW REINFORCING (SHOWN AS POURED) � 2 . . .............. ... Xa _ R1 SECTION BB REINFORCING CUT LIST PART OTT DESCRIP00N F7 IN SHAPE Rt 12 /D Rebor 7 1 STR R2 20 N Re- 9 9 SIR R3 10 JA Robar 7 1 STR D CHANCED SLEET NUMBFA Ofi/20/07 MW n„.mwwr, rwmnawomu u" TR o"W o7/02/07 6070 TRENCH ' A NEW SHEET 07/27/07 Mw �r: :t ai:o of a Y6 asoet rrtron IMP VAULT ` 0 ' '15' 117P5 - LAYOUT k REO7fgtgNO USER UNDERGROUND 11 w 13 NW &65O IW Olde4uH�Pmm�, Int ottrxcw AR axaa en ¢xNpt tAn n r:w�t'w.10,I°0i"""'""�` arcam cutxo n-Iwi�u+raun RENTON NLLAGE S10RN MTEM PFOJECT 010-S067009-001 B W5 wir,..w /or.0 rwww./u..�.Ir+./r. s.•aw r. IRENTOKWA DECK FACE 1 1 1 fl m D 1 1 1 1 0 1 II 1 II 4 1 1 tl If 1 tl 1 1 1 1 1 1 1 I 1 1 I PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION BB INSIDE WALL MAT STANDARD LOCATION SEE DEIAwW HARD ION SECTION AA REVISED SECTION CC FOR OAIUTY, CHCD SHT NUMBER OB/20/07 NEW SHEET I Op7/oLL axsd as 7'-2 R1 DETAIL W1/W2 DETAIL -t� 1- Ll 'P ,n h {; SV KNOCKOUT DETAIL 42'0 THIN WALL KNOCKOUT SHOP NOTES I. PRODUCTION OTT: (2) V5' BAYS 2. USE 6070 STEEL FORM 3. CONCRETE FINISH: MT FLOAT FINISH WITH Y' CHAMFERED ELIDES 4. DIMENSIONS IN [BRACKETS] ARE CRITICAL S. FUP METHOD; ADJUSTABLE TRUNNIONS ON FORM REINFORCING CUT LIST PART CITY DESCRIPTION Fr IN SHAPE RI 12 IS Rebor 16 0 BENT R2 12 µ Re6ar 7 1 STR R3 19 µ R" 9 8 SIR R4 8 N R.ba 4 7 STR RS 8 µ Reba 3 0 STR R6 i /6 R.ba 9 8 SIR WI 1 NrA 4v1 - 7.9 K W2.9 BENT WL 1 Mnh 4M - W2.9 A W2.9 BENT BILL OF MATERIAL PART OTY U43 DESCRFDON ITEM. 1 4 e0 Mcha 4-Tan T-B. 010-51DD510-000 2 4 eo 1-1 Open Fvr 1' v 4-1/2' 010-5100150-OOD 3.56 w Comet. Mh - SCC 010-SOTOODO-ODO 7.9b ba Rebaµ K 40' OR60 U10-5510030-GOD 4.80 ba R.15 K 40' GR80 OD-5510050-000 J.56 .-y6 Pwd VMt Reba Spacer. 010-9J00070-000 15 Wm6 It S1.d F—bg Chap. INN, 71.14 W-R Me.h - (SRea. Ft) 010-5500000-GOD 11 PLAN VIEW REINFORCING (SHOWN AS POURED) INSIDE WALL MAT NOT SHOWN FOR 0.N0TY VIEW BB INSIDE WALL MAT SHOWN AS POURED ._.. I i .._....... R3 1' CHAIR BI 3 R3 BARS rn -{— II 1 2 L-'a I I I I I( I 1 I' it �J R3 I U I R6 - ---- SECTION USE 3' CIIMR BETWEEN CC R3 It R6 BARS sM[s TR D7/02/07 _ 16070 TRENCH I" UTILITY VAULT" 105' BASE - LAYWT h REINFORCING ao`vr°O IX90e'c MIN �pi1 14,T95 IDa .. w� v Oldoeslla Pmwl'oe RENTON MACE STORM SYSTEM PROJECT � RENTW.WA 1 HOLE PLAN VIEW LAYOUT (SHOWN AS POURED) SECTION AA BILL OF MATERIAL PART I an j ON DESCRIPTION ITEMe T 3 n Anchor A-Ta Fkt Foot 010-5100540-OOD 1.81 ca-Yd Coa-t. MI. - scc 010-50100OD-000 3.43 ed Reear H X MCI' GR50 010-5510070-M ID5 ear Rena #9 X 30' OR60 O10-5510070-000 21 aq-tt MeaW - (Squa. Feet) 010-5500000-000 1_81 cu-yd Pad Vadt Rena Spocaa O10-9-VM70-000 5 Wood k Steal Formhg Cha9e 010-9300050-000 PLAN VIEW BOTTOM REINFORCING (SHOWN AS POURED) —4' 1 (2) WIRES NPR. ON TOP LEG IF— (.d 'r- W1 DETAIL Y-o' 4 SHOP NOTES 1. PRODUCTION CITY: (3)'TIIT TOPS 2. NO STEEL FORM EXISTS: USE WOOD FORM/1g1P RAILS FOR ALL FEATURES J. FORM DIAGONAL DSTANCE: 12'-X3j' it X. CONCRETE F1NISIt BROOM FINISH NTH MACHINED EDGES PLAN VIEW TOP REINFORCING (SHOWN AS POURED) � ...._R3.... R2 it y � I ' Rt SECTION BB mom©o mo�oom mo�oom oo�oom 00�000 mo�oom ®oom B CHANGED SHEET NUMBER ae/2a/w Nw ,,,,,aa,1. aa.,,art o P,r^a — TR °^" o7/o2A �y _ 607o TRENCH A NEw $1£FT 07/27/0, Mw ®�� o .Ta.ea anon ®UTILII F VAULT' x 'i10' TOP - LAYOUT d REINFORCNC USER UNDERGROUND _ 13 a 13 rI wunnro MW 7,JB76a OOld.—tlo T.ay Nc purr<NUaR aapaoM M1[ ar wuN.ra°..1°O.,.Ta..^..Ar aRoxo cracxo e7..�../.�' x+M/,«../wx./.er.. RENTON.WAGESTORN515TCMPROJECT 010-S067009-001 B 3/4' RAISED LETTERS (RECESSED FLUSH) /000�000 �DO�oo 0000�0� 0��0000;�.0..0� .0..0�0 „m., � �000000 0000000CNP 00000�0 0000000 \000000 00000000 (4) 1' [25mm] DIA HANDLING HOLE 1 /2" [10mm] 2 1/2' 5/8' [13mm] 2• [63mm]' [16mm]' [51 mm] 1 1 /2' [38mm] N- N 777-Fj GRATE SECTION 38 1 /2' DIA [978mm] CONFIDENTIAL: This drawing is the property of East Jordan Iron Works, Inc. and embodies confidential information, trade secret information, and/or know how that is the property of East Jordan Iron Works, Inc. O Copyright 2006 East Jordan Iron Works, Inc. 2- (51 mm 2" [51 m 3 1/2" [89mm GRATE SECTION IW EA7 WORKS 883 800-626-4653 www.ejiw.00M MADE IN USA PRODUCT NUMBER 00158037 CATALOG NUMBER 1580M2 DI CATCH BASIN GRATE LOAD RATING HEAVY DUTY COATING UNDIPPED ESTIMATED WEIGHT 0 GRATE: 335 LBS 152kg MATERIAL SPECIFICATION GRATE — DUCTILE IRON ASTM A536 OPEN AREA 304 SQ. IN. 1961 SQ. CM. q DESIGNATES MACHINED SURFACE DRAWN DATE SBB 07/08/03 LAST REVISED DATE DEW 11/16/06 REFERENCE INFORMATION 00158037 W Z �g5ti 0 (4) 1/2-13 X 1 3/4" EX HD SS CAP �a SCREWS W./WASHERS aL�� Doo I I I i t 1 1 l i 1 1 1 1 1 1 l I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 I I I t I I I I I I 1 I I I 1 1 I I I I I I I I 1 1 1 u u u u u u u u O 1 (4) 1 " DIA HOLES ON 43 1/2" [1105mm] a® O DIA BOLT CIRCLE. O Q 1 1/2" s O4; Q (38mm] 38 1/2" DIA [978mm] TYP [ TYPm] [ [38mm] 2 1 /2" [64mm] 39 7/8" DIA GRATE SECTION (1013mm) 38 5/8" DIA 11 [981 mm] 36" DIA [914mm] 1 1/2" 38 5/8" DIA [38mm] [981 mm] 46" DIA [1168mm] FRAME SECTION 1 1/2" [38mm] _ 4 1/2" [114mm] 2" (51 mm] [102mm] 7 5/8" [194mm] 1 1/2' [38mm] TYP 0 GRATE SECTION 4 MACHINED SURFACE EAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-4458 SBB 10/03/03 APPROVED DATE MANHOLE FRAME & GRATE ASSEMBLY PRODUCT NO. 00158139 CATALOG NO. 1580M 1581Z REF. PRODUCT DRAWING 00158030 00158110 EST. WT. GRATE: 365 LBS 166kg FRAME: 250 LBS 113kg UNIT: 615 LBS 279kg APPROX. 468 SO. IN. 3019 SQ. CM MAT'L SPEC. GRATE - GRAY IRON ASTM A48 CL35 FRAME - GRAY IRON ASTM A48 CL35 LOAD RATING HEAVY DUTY 4 Cm b t L;fA / oei; At - From: "Barry Baker' <bbaker@g-o.com> G 0 r To: <Dcarey@ci.renton.wa.us> 1l , Date: 10/04/2007 2:39:12 PM j{ J f (�tJu T� Subject: Light -weight concrete testing results Dan, Attached are the testing results from HWA on the light -weight concrete. The tests show that the lightweight CDF meets the requirements of the specifications. Please contact me if you have any questions or need additional information. Barry Baker, P.E., Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200, Seattle WA, 98109 Office: (206) 284-0860 Fax: (206) 283-3206 Client: City of Renton G&O Job # 05731.00 Electronic File Transfer - Note that these electronic files are provided as a courtesy only. Gray & Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray & Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. 4 r% OCT-04-2007 THU 12:18 PM HWA GEOSCIENCES FAX NO. 4257742714 P. 02 FIELD AND LABORATORY CONCRETE TEST REPORT "I IJ A8 tM C 31 • C 39, C70• C 143. C172, C23t, C10G4• C1231 fWAGEOSCIENCES I NC. AAf;HTO T21, T22• T119, T111, 7152• T309 CLIENT: Laser Underground TEST/SET # -1 PROJECT: Renton Village Storm System ImprovementProject_ DATE CAST: 9/5/2007_ I IWA PROJECT NO: 2007-122-23 HWA TASK NO.: 1100 DATE REC'D: 9/61 007 DESCRIPTION OF CONCRETE PLACEMENT REPRESENTED BY THIS TEST: Rat Slab CYLINDER AGE CURING TEST CYL. DIAMETER X-SECT. MAX. COMPR. FRAC, TECH. I.U. NOTES DATE TYPE AREA LOAD STRENGTH TYPE NUMIM=R (days) (min/dd/yA (d"xl") (inches) (sq. in.) (Ibs) (Psi) ?007.12?-23-C-1A 3 918/07 6x12 6.02. 26.46 3710 130 5 EJB 2007-122-23-C-113 7 9112107 6x12 6.01 28.37 7500 260 5 EJB ?007-122-?3-C-1C 28 - 10/3/07 6x12 6.01 28.37 14820 520 5 E.JB 2007-122.23-C-1D 28 10/3/07 6x12 6.01 28.37 15790 560 5 EJB Specified Minimum: FLEXURAL STRENGTH TEST DATA REAM AGE TEST AVG. AVG. SPAN FRACTUREMAXIMUM MODULUS OF TECH, I.D. DATE WIDTH DEPTH LOCATION LOAD RUPTURE NUMBER (days (mm/ddtyy) b (In.) d (in.) L (in.) a (in.) P (Ibs) R (psi) Unless olherwir.P. indic¢ilnd, samples are lasted In a moist surface condition using leathei shins s. Specified Minimum: INFO. FROM SUPPLIER TICKET Supplier Name: Miles Sand and Gravel Max: Agg. Size (in): Sand Time Batched: 13:34 Plant Number: 2.03 Cement Typc: I & Il Arrival Time: 14.10 Mix Code / No.: Load Volume (yd3): 6 _ Start Unloading 1a..75 -- Truck Number: M132 Cum. Volume: (yd): 6 _ End Unloading: 14:20 Ticket Number: 122602 Admixtures: FIELD TEST DATA Slump (inches): n/a Specified Slump (min -max): Not Tested Time Sampled: _ _ Entrained Air (%): n/a Specified Ent. Air (min -max): Not Tested Time Cyl.s Cast: __, Conc- Temp.f : 78.9 Ambient Air Temperature F : 73.7 Cast By: HWA/TAT _ Density locf): 60.9 Initial Curing Temp (min -max): Mold Type. Plastic Contractor / SubContractor, Laser UnderW?und/Pacific Intl. Grouting Co. Concrete Placement Method: -Pam Truck Field test results repel-1cd to Orct Lan_o _ — _ (Contractor Represontative on Site) Field test rc3ults reported to _ (Client/Owllces Rep. on Site) Additional slump tests on the following truckloads: none HWA also visually assessed the following truckloads: 1,2,4,5,6,7 Additional air tests on the following truckloads: none Reviewed By: This report applies only to the items lasted, and may be reproduced in full, with writtun iPProval of HWA GCOSCIENCES INC. OCT-04-2007 THU 12:18 PM HWA GEOSCIENCES FAX NO. 4257742714 P. 03 FIELD AND LABORATORY CONCRETE TEST REPORT 1 ^-1 ASTM C 31, C 39, C76, C 143, C172, C231. C1064, C1231 Ms!'il'O T23, T72, T119, T141, Tl52, 1309 CLIEN Y. Laser Underground PROJECT: Renton Village Stornt_System_Impr_ovemen_t Projcc_t_ HWA PROJECT NO: — 2007-122-23 HWA TASK NO. 1100 DESCRIPTION OF CONCRETE PLACEMENT REPRESENTED BY THIS TE Ra'i Slab, Sta: 11+70 to 12+60 Y "MI HWAGEOSCIENCES INC. _ TEST/SET # C-2 DATE CAST: 9/12/2007 DATE REC'D: 9/13/2007 CYLINDER AGF CURING PEST CYL. DIAMETER X-sF-CT. MAX. COMPR. FRAC. TECH. I.D. NOTES DATE TYPE AREA LOAD STRENG,rH TYPE NUMBER (days) (mm/dd/yy) Wxl") (inches (sq. in.) (Ibs) (psi) 200/-122-23-c-2A 3 9115107 6x12 6.00 28,27 4300 150 5 EJB . 2007-122-23•-C-2D 7 9/19/07 6x12 6.01 28.37 7180 250 5 EJB Po07-122-23-0-2c 1 28 10/10/07 2007-122-23. C-2n 1 28 10,i10/07 BEAM ACE TEST AVG. AVG. SPAN F I.D. DATE WIDTH DEPTH L NUM13ER (days) (mm/dd/yy) b (in.) d (in.) L (in.) Unlr.t�s otlmwisc indicated, ,,olnples arc tested in a moist surface condition using leathcf Shims. urn_ T IIATA itACTURE MAXIMUM 3CATION LOAD a (in.) P (Ibs) pecified Minimum: 5 MODULUS OF TECH. RUPTURE R fasi) Supplier Name: Miles Sand and Grave! Max: Agg- Size (in): Sand Time Batched: 10:30 Plant Number-. 203 Coment Type: / 8 f/ Arrival Time: 10:50 _ Mix Code / No.: 15961 Load Volume (yd''): 6 -- Start Unloading: 11:10 Truck Number: 4134 Curn. Volume (y&): 6 End Unloading: 11:20 . Ticket Number: 122748 Admixtures: FIELD TEST DATA Slump (inches): n/ia Specified Slump (min -max);_ Not Tosied —_ Time Sampled: Enlraincd Air (%): n/a — Specified Ent. Air (min -max): N_o_t_Test_ed Time Cyl-s Cast: Conc. Temp. (F): 60.3 Ambient Air Temperature (F): _ _ _66 — Cast By: HWAIAR Density (pcf): 63.8 Initial Curing Temp (min -max): 59.784 Mold Type: Ptasfic Contractor / SubContractor: Laser Underground/Pacific Intl, Grouting Co. Concn;te Placcrrient Method: Tail Gating Field test results reported to Bret Lanc _ _ _ (Contractor Representative on Site) Field to.,%A results reported to — _ — _—_ —__ _ —_ (client/Owner's Rep. on Site) Addilonal slump tests on the followingl truckloads: none I-IWA alr;o visually asscssod the following truckloads: 2,3,4,5,6,7,8 Additional unit wienhi tests on the following truckloads: 2,4,6,8 Reviewed By: This report applies only to the ilems tested, and may be reproduced in full, with written approval of I IWA GEOSCIFNCES INC. j8/27/22j7 13:22 PACIFIC INT GROUT 4 14252511656 NO.390 WU LC 0ific Q./6 ternational 1,,�t4,rout C /?F C o. 0/ - CF WIC Rath .SO'. MIX PROPORTIONS TO YIELD 27.0 CUBIC FEET OF FOAMED BACKFILL: w=HT—ILL VOLUM 01 WEIGHT, ncf Cement, TypeIIII 576.0 2.93 Water 576,0 9.23 Fly A6h, Typ* F 576.0 4.03 1,728.0 16.19 106.75 Foam ?1-0 ll 1755.0 27.00 65-00 Retarder (As mclulred) M)X PROPORTIONS TO YIELD 27.0 CUBIC FFF.T Of SLURRY: Cement, Type f/II 960.7 4.88 Water 9603 15.40 Fly Ash, Type P a69.2 6.72 2.892.3 27.00 lOti.75 This information is presented in good faith. Freedom from patents of Pacific International Grout Co. or others is not to be inferred, WARNTNG: The IMIX DESIGN dcscrib;,d above is proprietary to Pacific InternatNnal Grout Co. Furthermore, Pacific International Grout Co. is the owner of certain patent rights relating to the MIX DESIGN. No right is granted to disclose this information, or to use the MIX DESIGN for the benefit of Piny party other than Pacific International Grout Co. Patrick J, Stephens President, Pacific International Grout Co, PACIFIC INTERNATIONAL GROUT CO, 1997 Division Street • Bellingham, Washington 98226 P0. 5OX 32330 • Bellingham, Washington 96228-4330 Phono (360) 733-5270 • FAX (360) 734-3354 San hinge Office: Phone (1319) 286-8193 • FAX 16191 337.1248 GEOTECHNlndl Arun TUNNELING SERVICES d 'r:OV L I,I ti L—c,;tr r' SEE Underground & Earthworksg Inc. 6632 South 191$t Place, Suite #F-104, Kent, WA 98032 PHONE (425) 251-16361 FAX (425) 251-1666 To: Dan Carey From: DJ Krauthaff Pages: 2— Date: August 27, 2007 Re: CDF Material "Renton Village" ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Original Mailed e Comments: Company Fax Number 4 City Of Renton 425-430-7241. ➢ Notes : Mr. Carey here is the formula for submittal on the CDF material. Thanks DJ Krauthoff 14+ oa.,il.UiL Id `1�a9F1 WdVS l LJi'I7'. al- q, 1t ok Dom- 113 CALPICO ,.3 INC. MODEL PX injection molded" plastic Casing insulators are ideal to keep carrier r` pipe isolated from casing. This model is manufactured from polyethylene, which provides high impact strength and a low co- efficient of friction. Non -deteriorating polyethylene lasts indefinitely inside the casing. Excellent dielectric resistance and low moisture absorption for minimal electric current loss and no impairment of cathodic protection. The only metal is the hardware. A grooved inner surface prevents slippage and damage to any coating the pipe may have. Model PX insulators are light in weight, economical, easy to handle, and easy to install. No special tools are needed. Our Model PX insulator is offered in sizes 4" through 16". They are constructed in two halves with 6" wide bands. They can be manufactured with runner heights 1" - 6" (or higher in some applications) to accommodate centering of pipe in larger casing, and to clear the dimension of the bell or coupling. A fusion process in which HDPE material is added to each runner extends height and essentially provides a one piece runner. All bolts, nuts, and washers are cadmium plated and are shipped in a package attached to each insulator. We also offer stainless steel hardware, which is the Model PX-SS. Standard Specifications: *Tensile Strength: 3100 - 5500 psi ASTM 0-638-651 *Density: 0.960 ASTM D-792 4- *Appearance: Translucent White *Compressive Strength: 3200 psi ASTM D-693 Yield Strength: 3000 psi ASTM D-638 *Break Strength: 2100 psi ASTM D-638 I *Water Absorption: <0.1% ASTM D570 *Impact Strength: 1.1 ft. lb/in. ASTM D-256 *Flexural Strength: 1110 psi ASTM D-790 Typical Spacing: GENERAL - 13' length of carrier pipe: 2 spacers per stick. 18' - 20' length: 3 spacers per stick. Note: Pipe with a tendency to bow, may require 3 per 13' or 4 per 18'-20'. SOME APPLICATIONS, AND LARGE DIAMETER PIPE MAY REQUIRE ADDITIONAL SPACERS. Consult Factory. Install 1' -1 %' from the end of each joint & typically every 6' -10' thereafter, or per engineer specifications. Typical carrier pipe types: C900, DIP, IPS, SDR35, VCP 13875an Mateo Ave.; So. San Francisco, CA 94080 650 588-2241; 1-800-998-9115,• Fax- 650 873-6952 BT,- R,1& 213 C' CAS P IS Np S�AL- E Keeps out dirt, debris, & small rodents from annular space between carrier & casing pipe. Model W Calpico Model W End Seals are a split wrap- around style. This model is preferred because the seal can be applied after the pipe is pulled through the casing, and ensures a better fit because it can be adjusted to variables in coating thickness of pipe. Permanent adhesive, butyl mastic strips, bond the two exposed edges into one permanent seal. Just press each exposed edge together. These end seals are made of 1/8" thick flexible coal tar reinforced with fiberglass providing an extra tough waterproof membrane. Provided with two stainless steel bands and clamps. Not recommended for use under pressure. For pressure applications, use Calpico Pipe Linx. FLEXIBLE COAL TAR W/ FIBERGLASS Standard Specifications: • Thickness 70 mil • Tensile, reinforcement only (psi) 2400 • Elongation, ultimate Failure of tar mass 500% min. • Permeance - Perms 0.002 • Puncture Resistance (lbs) 225 avg. • Pliability passes Also avail. in Nittile Buna-N. Grade 304 Stainless Steel bands are standard. Two %" bands are furnished with each end seal and can be tightened easily to insure a tight seal. No special tools required. Bands are a non-magnetic worm gear mechanism. CALPICO INC. • ! - t#j Calpico Model C End Seals are a seamless, slip-on boot style. They are made from 1/8" thick synthetic neoprene rubber and come provided with two stainless steel bands and clamps. This type of end seal is applied while pulling the carrier though the casing. This model is designed for easy installation and will also fit any carrier - casing combination where unusual lateral movement can be expected. NEOPRENE - Standard Specifications • Durometer 60+/-5 • Average Tensile 1000 psi • Average Elongation 350% • Temperature Limits -201 F to +212' F • Color Black • Finish Smooth • Polymer Content 20% • Specific Gravity 1.50 Model V Calpico Model V Special End Seals are a split wrap -around style. They are made of 1/8" Styrene Butadiene Rubber (SBR) and come provided with two stainless steel bands and clamps. STYRENE BUTADIENE RUBBER Standard Specifications: • Tensile Strength, psi 1450 • Elongation, % 250% • Hardness, Duro A, pts 70 +/- 5 • Heat Resistance, ASTM D 573 70 HRS @ 212° F (100° C) +/- 30% max change in Tensile Str. -25% max change in Elongation. +10 points change in hardness. • Compression Set ASTM D 395 D395 method - solid 22 hrs @ 158•F (70•C) 50% CALPICO,INC. 1387 San Mateo Ave. So. San Francisco, CA 94080 650 588-2241 ph / 650 873-6952 fax Specifications Page 1 of 1 Home Products Brochures Engineering Specifications Trade Shows About CALPICO Casing Quote Contact Us Site Map Hotline Model C End Seal IIII III�I Calpico Model C End Seals are a seamless, slip-on boot style. They are made from 118? thlCK synthetic neoprene rubber and come provided-W-RhWo stainless steel bands and clamps. This type of end seal is applied while pulling the carrier though the casing. This model is designed for easy installation and will also fit any carrier -casing combination where unusual lateral movement can be expected. Specifications Duromete 60 +/- 5 Average Tensile - 1 Average Elongation 350% Temperature Limits -20 to 212 degrees F Color Black Finish Smooth Polymer Content 20% Specific Gravity I Full Brochure Logon CALPICo, Inc. - 1387 San Mateo Ave. - So. San Francisco, CA 94080 650 588-2241 phone - 650 873-6952 fax - 800 998-9115 toll free http://www.calpicoinc.com/html/specifications.php?product=9 w 07/12/2007 w sz- 17,/s*\ 1/a DIAMOND PLASTICS CORPORATION Transmission Pipelbr the 2P" CenlurO'r Product Description: Diamond C905 PVC Pipe is made of PVC compound with a cell classification 12454 as defined in ASTM D1784 and is suitable for water transmission. Diamond C905 meets the requirements of American Water Works Association (AWWA) Product Standard C905. Diamond C905 is manufactured in 14", 16", 18". 20", 24", 30", 36", 42", and 48" sizes with an integral gasket bell and spigot "push -on" joint conforming to the requirements of ASTM D3139. "Rieber Sealing System on Technology" is utilized in forming the gasket bell sockets of Diamond C905 PVC Pipe around the steel reinforced elastomeric seal meeting the requirements of ASTM F477. Diamond C905 is tested in accordance with the physical, dimensional, and performance requirements of AWWA C905, and is listed by Underwriters Laboratories. Each piece is hydrostatically proof tested before being shipped. Diamond C905 is supplied in 20 foot laying lengths. Physical Properties of PVC 12454: Property ASTM Minimum Test Specific Gravity D792 1.40 Tensile Strength, psi D638 7,000 Tensile Modulus, psi D638 400,000 IZOD Impact Strength, D256 .65ft., lb./in. SHORT FORM Specification for Diamond C905 PVC Water Pipe Diamond C905 PVC Water Pipe shall be made of compounds conforming to ASTM D1784 with a cell classification of 12454. Diamond C905 shall meet all the dimensional, chemical, and physical requirements as outlined in AWWA C905 and will be supplied in 20 foot laying lengths. Joints shall meet the requirements of ASTM D3139 and shall be formed using Rieber Technology. Gaskets shall meet the requirements of ASTM F477. Potable water pipe shall be manufactured from National Sanitation Foundation (NSF) approved compounds. Underwriters Laboratories Inc., p ki �v N141 �r ors S-Cw!/ tn4 n , l Or �r flu off+' J Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0 308.384.4400 PLASTICS CORPORATION TRANS 21TM AWWA C905 SPECIFICATION DATA Reiber Joint Illustration DR-25 Pressure -Rated 165 psi 14" (350) 15.300 (388.6) 18 3/." 1 1 " 6" 0.612 (15.54) 16" (400) 17.400 (442.0) 21 '/," 1 1 " 8 1/2" 0.696 (17.68) 18" (450) 19.500 (495.3) 23 3/4" 12" 8 ''/z" 0.780 (19.81) 20" (500) 21.600 (548.6) 26'/" 13" 9'/z" 0.864 (21.95) 24" (600) 25.800 (655.3) 31 '/." 15" 101/." 1.032 (26.21) 30" (750) 32.000 (812.8) 38'/4" 17" 12'/z" 1.280 (32.51) 36" (900) 38.300 (972.8) 45" 17" 12'/z" 1.532 (38.91) DR-21 Pressure -Rated 200 psi 14" (350) 15.300 (388.61 19" 1 1 " 6" 0.729 (18.51) 16" (400) 17.400 (442.0) 21 '/2" 1 1" 8'/z" 0.829 (21.05) 18" (450) 19.500 (495.3) 24' 12" 8'/z" 0.929 (23.60) 20" (500) 21.600 (548.6) 26'/z" 13" 9'/2" 1.029 (26.14) 24" (600) 25.800 (655.3) 31 '/2" 15" 10'/4" 1.229 (31.22) 30" (750) 32.000 (812.8) 38 '/2" 17" 12 ''/2" 1.524 (38.71) 14" (350) 15.300 (388.6) 19 '/4" 1 1 " 6" 0.850 (21.59) 16" (400) 17.400 (442.0) 21 3/." 1 1 " 8 1/2" 0.967 (24.56) 18" (450) 19.500 (495.3) 24 14" 12" 8'/z" 1.083 (27.51) 20" (500) 21.600 (548.6) 263/." 13" 9'/2" 1.200(30.48) 24" (600) 25.800 (655.3) 31 3/4" 15" 10'/4" 1.433 (36.40) "Possession of this page does not constitute an offer to sell." Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0 308.384.4400 Piz 17-4 31 8 DIAMOND PLASTICS CORPORATION Reiber Joint Illustration Large Diameter Dimensions 20' (609.6) Laying Length 24" (600) 25.800 (655.3) 30" 15" 10'/." 0.506 (12.85) 30" (750) 32.000 (812.8) 37" 17" 12'/2" 0.627 (15.93) 36" (900) 38.300 (972.8) 43'/2" 17" 12'/2" 0.751 (19.08) 42" 44.500 (1130.3) 51" 20" 15 3/." 0.872 (22.15) (1050) 48" 50.800 (1290.3) 57 '/2" 20" 15 3/." 0.996 (25.30) (1200) 20" (500) 21.600 (548.6) 25 3/." 13" 9 '/2" 0.527 (13.39) 24" (600) 25.800 (655.3) 30'/2" 15" 101/." 0.629 (15.98) 30" (750) 32.000 (812.8) 37 'A" 17" 12 '/2" 0.780 (19.81) 36" (900) 38.300 (972.8) 44" 17" 12 '/2" 0.934 (23.72) 42" 44.500 (1130.3) 20" 15 3/." (1050) 51 '/2" 1.085 (27.56) 48" 50.800 (1290.3) 58" 20" 15 3/." 1.239 (31.47) (1200) DR 32.5 Pressure -Rated 125 psi 20" (500) 21.600 (548.6) 26" 13" 9'/2" 0.665 (16.89) 24" (600) 25.800 (655.3) 30 3/." 15" 10'/." 0.794 (20.17) 30" (750) 32.000 (812.8) 37 3/." 17" 12'/2" 0.985 (25.02) 36" (900) 38.300 (972.8) 44 3/." 17" 12'/2" 1.178 (29.92) 42" 44.500 (1130.3) 52" 20" 15 3/." 1.369 (34.77) (1050) 48" 50.800 (1290.3) 58'/2" 20" 15 3/." 1.563 (39.70) (1200) "Possession of this page does not constitute an offer to sell." Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0 308.384.4400 6;-17, /00 �4 ROMAC INDUSTRIES, INC. STYLE 501 AND RC 501 REDUCING COUPLING SUBMITTAL INFORMATION (NSF) AWWA C219 Romac 501 couplings meet the specifications set forth in the AWWA Standard C219 coupling spec. MATERIALS Castings The end rings and center rings are cast from ductile (nodular) iron, meeting or exceeding ASTM A 536. Gaskets Gaskets are made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Other compounds available for petroleum, chemical, or high temperature service. Bolts and Nuts 5/8 inch, High strength low alloy steel trackhead bolts. National coarse rolled thread and heavy hex nuts. Steel meets AWWA C111 composition specifications. Stainless steel bolts and nuts available on request. Coatings Shop coat applied to cast parts for corrosion protection in transit. Fusion bonded epoxy, liquid epoxy and other coatings available on request. PRESSURE When properly installed on a pipe that is within the correct outside diameter range, couplings in the Romac Style 501 line can be used at working pressures up to 250 psi. Higher working pressures available for specific applications. SIZES AND RANGES See Catalog. 9/04 Romac Document Number 20-8-0005 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Ptic;ne {425i 951 6200 • Tc H rrrc 1 600 42$ 9541 • Fix (4251 951 6201 • www-tomacindustrics.corn 15 6.1 17, January 1, 2006 ROMAC INDUSTRIES, INC. 1-800-426-9341 Style "501" Straight, and Long Barrel Center Rings: Ductile iron per ASTM A 536, Grade 65-45-12. Yellow shopcoat. Epoxy and special coatings N available on request. C End Rings: Ductile iron per ASTM A 536, Grade 65-45-12. Color coded RED for O.D. and Std. Stl., BLACK CO for cast iron and YELLOW for A/C. c� Gaskets: SBR per ASTM D 2000 MBA 710, compounded for water and sewer service. Other compounds ( available on request. U) Bolts and Nuts: Trackhead bolts, heavy hex nuts, UNC Va" rolled thread, high strength, low alloy, corrosion is resistant steel per AWWA C111. Other materials or special coatings available on request. _L Options: For other options and specifications, see Page 2-21. Pressure: When properly installed on a pipe that is within the correct OD range, the Romac 501 can be used at working pressures up to 260 psi. WARNING: Flexible couplings do not provide protection against possible pullout of pipe ends in unrestrained conditions. ' See Page 74 for appropriate restraint system. CAUTION: Couplings with a step in the center ring have the potential for migrating along the pipe, therefore some form of restraint should be used. Transition Couplin Jf A:Meets WAWWA C219 ' NOM. ONE END BY OTHER END BY LIST PRICE COLOR GASKET APPROX. X COLOR GASKET APPROX. SHOPCOAT FUSION EPDXY PIPE CR wlSTD B&N w/304 SS B&N w/316 SS B&N w/STD B&N W/304 SS B&NI 1 w/316 SS B&N SIZE CODE RANGE USE CODE RANGE USE IXILGTH 2.00 - 2.14 O.D. Stl., Copper 2.00.2.14 O.D. Stl, Copper 2 2.12 - 2.38 Std. Stl, Copper, PVC X 2.12 - 2.38 Std. Stl, Copper, PVC X 510 2.35 - 2.65 Std. Sill Copper, PVC 2.35 - 2.65 Std. Stl, Copper, PVC $55.79 $72.77 5103.59 $68.69 $85.66 $116.49 2.50 - 3.00 C.I., Copper, PVC 2.50 - 3.00 C.I., Copper, PVC 3.00 - 3.29 Copper, OD Steel 3.00 - 3.29 Copper, OD Steel 5"1 88.87 128.27 184.47 109.82 149.22 205.42 3.30 - 3.51 Std. Stl & PVC X 3.30 - 3.51 Std. Steel & PVC X 3.50 - 4,00 Std. Stl, Cl/DI & PVC 3.50.4.00 Std. Stl, Cl/DI & PVC 11 101, 107.53 155.94 238.73 132.86 181.28 264.06 3.80 - 4.05 O.D. Stl., 3" D.I. 3.80 - 4.05 O.D. Stl. 51 105.36 139.32 200.96 130.19 164.15 225.79 4.06 - 4.31 Riv. Stl. 4.06.4.31 Riv. Stl. 4.50 - 4.70 Std. Stl, PVC 4.50 - 4.70 Std. Stl, PVC 7" 134.39 173.79 245.51 166.06 205.46 277.18 4 4.50 - 4.81 Std. Stl., D.I. & PVC X 4.50 - 4.81 Std. Stl., D.I. & PVC X 1p" 151.34 199.75 282.54 187.00 235.41 318.20 4,80 - 5.00 Cast Iron & PVC 4.80 - 5.00 Cast Iron & PVC 4.74 - 5.10 C.I. & A/CME 4.74 -5.10 C.I. & A/CME 12" 239.99 288.40 371.19 296.54 344.95 427.74 5.11 - 5.30 A/C R.B. 5.11 - 5.30 A/C R.B. 14" 1 271.30 331.13 478.82 335.23 395.06 542.75 YELLOW 5.11 - 5.40 A/C R.B. CL. 200 YELLOW 5.11 -5.40 A/C R.B. CL. 200 5.40 - 5.60 1 Std. Stl. & PVC 5.40.5,601 Std. Stl. & PVC 5.60 - 5.79 2 Std. Stl. & PVC 5.60 - 5.791 Std. Stl. & PVC 1 5.80 - 5.98 1 Std. Stl. & PVC 5.80 - 5.98' Std. Stl. & PVC 5 143.41 185.86 243.22 177.21 219.65 296.71 ` 5.80 - 6.10 O.D. S11. 5.80 - 6.10 O.D. Stl. 7" 170.37 219.62 309.27 210.52 259.76 349.42 6.05 - 6.30 Riv. Stl 6.05 - 6.30 Riv. Stl. 6 6,55 - 6.76 Std. Stl. & PVC 6.55 - 6.76 Std. Stl. & PVC X 10" 226.67 287.19 390.67 280.10 340.61 444.10 6.60 - 6.91 Std. Stl., D.I. & PVC X 6.60 - 6.91 Std. Stl., D.I. & PVC 1211 295.67 356.18 459.67 365.33 425.85 529.33 6.90 - 7.10 Cast Iron & PVC 6.90 - 7.10 Cast Iron & PVC 6.86 - 7.20 C.I. & A/CME 6.86 - 7.20 C.I. & A/CME 14" 321.93 394.57 581.33 397.79 470.44 557 19 7,15 - 7.35 A/C R.B. 7.15 - 7.35 A/C R.B. RELLOW YELLOW 7.26 - 7.60 A/C R.B. CL. 200 7.26.7.60 A/C R.B. CL. 200 7.80 - 8.10 O.D. Stl. 7.80 - 8.10 O.D. Stl, 51 181.68 232.62 325.08 224.49 275.43 367.89 8.05 - 8.30 Riv. Stl. 8.05 - 8.30 Riv. Stl. 8.30 - 8.55 C.I-Soil, PVC Sewer 8.30 - 8.55 C.l-Soil, PVC Sewer 7, 213.84 272.93 380.52 264.23 323.33 430.91 8.55 - 8.75 Std. SU, PVC 8.55 - 8.75 Std. Stl. & PVC 8„ 8.60-9.06 Std. Stl., D.I. & PVC OLLO XOELLOW 8.60.9.06 Std. Stl., D.I. & PVC X 10" 277.96 350.58 474.76 343.47 416.08 540.27 9.05-9.30 Cast Iron & PVC 9.05.9.30 Cast Iron & PVC 12" 377.99 450.60 574.79 467 06 539.67 663.86 8.99-9.40 C.I. & A/CME 8.99-9.40 C.I. & A/CME9.31 -9.50 A/C R.B. 9.31 -9.50 A/C R.B. 4, 404.16 491.34 715.44 499.41 586.58 810.69 9.39.9.79 A/C R.B. CL. 200 9.39 - 9.79 A/C R.B. CL. 200 Standard Center Ring length. ' Requires special 5" end ring. To Order: Determine O.D. of pipes to be coupled. Select proper gasket range for each pipe from above table. Insert high range of each gasket into catalog number as follows: 501 - one end x other end. Example: To couple 4" A/C rough barrel and 4" O.D. steel with 5" Center Ring, order 501-5.30 x 4.05 X 5 2-2 6 Z ra, /s wa January 1, 2006 R ROMAC D C INCINDUSTRIES, � Style 11501" Straight, Transition ou 1-800-426-9341 uwwrn and Long Barrel Couplings ONE END BY OTHER END BY LIST PRICE NOM. COLOR GASKET APPROX. CODE RANGE USE COLOR GASKET APPROX. X CODE RANGE USE X CR LGTH PIPE SIZE w/STD B&N w1304 SS B&N w/316 SS B&N w/STD B&N wi304 SS B&N WA16 SS B&N 10 rr 9.80 - 10.10A O.D. Stl. 10.70-110.00A CIStd.ISO. & PVCPVC Sewer 9.80. 10.10A O.D. Stl. 1 10.70-11.00A Cl Soil �iPVSO Sewer X 6" 1,2 T' 2 B10* A&B 250.67 334.14 521.68 319.61 403.09 623.38 445.13 528.60 884.84 309.74 412.89 644.62 378.68 481.83 746.32 504.20 607.35 1,007.25 10.70-10.80B Std. Stl. & PVC 10.89-11.406 Cast Iron & PVC X 10.70-10.80B Std. SO. & PVC 10.89 -11.40E Cast Iron & PVC 14"2 B Onry 599.72 707.34 990.46 741.05 848.67 1,131.79 11.55 - 11.75B AICME ELLOW 11.76-12.12B A/C R.B 11.55 - 11.75B ACME YELLOW 11.76-12.12B A/C R.B 12° 11.95-12.25A' PVC SDR 411.95 12.24-12.50A Cl Soil, PVC Sewer12.24 M ` 12.65-12.95A Std. SO. & PVC12.65 11.81 - 12.10A O.D. SO.kYELLOW 11.81-12.10A O.D. Stl. -12.25A' PVC SDR 41 -12.50A CI Soil, PVC Sewer -12.95A Std. SO. & PVC X 6" �'2 Aes AB B-2 1212 A a & AB 301.48 374.29 612.78 380.28 453.08 729.01 523.72 596.53 1,027.82 372.52 462.49 757.18 451.31 541.28 873.41 594.76 684.73 ,172.22 12.70 - 12.80B Std. SO. & PVC 13.15-13.55B Cast Iron & PVC3.15 X2.70 - 12.80B Std. St. & PVC -13.55B Cast Iron & PVC 14"2 B Orgy 664.53 787.52 1,111.09 821.12 944.11 ,267.68 13.85 -14.10E A/CME13 ELLOW 14.03 -14.40E A/C R.B. 85-14.1OB ACME 14.03 - 14.40B A/C R.B. 14.00 O.D. (please refer to 12" nominal pipe size) 14.60 -15.00 DI, Cl & Simplex AC 14.60 -15.00 DI, CI & Simplex ACIELL'OW 7" 1, 3 522.36 614.20 795.06 643.11 734.95 915.81 rr 14 _ 15.30 -15.70 D.l, A/C R.B. & PVC15.30 -15.70 D.I, A/C R.B. & PVC X X 14" 867.69 ,006.06 1,370.07 ,osB.26 ,206.63 1,570sa 16.00 -16.40 O.D. Stl.16.00 -16.40 O.D. Stl. 16.40.16.88 ACME & R.B. 16.40 -16.88 ACME & R.B. 16.00 O.D. (please refer to 14" nominal pipe size) n 16 17.05 -17.40 D.I., Cast Iron & PVC 17.05 -17.40 D.I., Cast Iron & PVC 17.40 - 17.80 D.I. and A/C R.B, PVC 17.40 - 17.80 D.I. and A/C R.B, PVC X T'�' 3 14" 629.32 1,044.31 732,59 ,198.05 932.32 1,602.51 774.79 ,285.71 878.06 1,439.45 1,077.79 1,843.91 17.80.18.10 Cast Iron, O.D. SO& PVC 18.10. 18.40 Cast Iron & A/C X 17.80 -18.10 Cast Iron, O.D. Stl & PVC 18.10 -18.40 Cast iron & A/C ELLOW 18.45 18.97 ACME & R.B. YELLOW 18.45 18.97 ACME & R.B. 8.00 O.D. (please refer to 16" nominal pipe size) .70. 19.10 18.70. 19.10 T11' 3 917.04 1,040.96 1,280.64 1,133,14 1,257.06 1,496.74 18 1,.10.19.70 jE1L.W X 19.10 - 19.70 X 14" 1.400.65 1,585.14 2,070.49 1,730.72 1,915.20 2,400.56 .70 - 20.25 YELLOW 19.70 - 20.25 20.00 O.D. (please refer to 18" nominal pipe size) n 20 20.80 - 21.35 20.80 - 21.35 21.35 - 21.75 X = 21.35 - 21.75 X 7"1' 3 14" 1,099.81 1,590.52 1,223.7 ,775.00 1,463.41 2,260.36 1,358.97 1,965.32 1,482.89 2,149.80 1,722.5 2,635.1 ELLOW 21.75 - 22.25 YELLOW 21.75 - 22.25 22rr 22.95.23.35 22.95.23.35 7"1'3 1, 193.85 1,328.10 1,587.75 1,475.17 1,609.42 11869.07 23.45 - 23.85 23.45 - 23.85 X X 14" 1,804.71 2,004.57 2,530.37 2,229.98 2,429.84 2,955.64 YELLOW 23.75 - 24.25 YELLOW 23.75 - 24.25 24.00 O.D. (please refer to 22 " nominal pipe size) 24n 24.75 25.30 24.75 25.30 X 10--11,B70.75 ,040.19 2,329.95 2,311.59 2,481.03 2,770.7 VM 25.30 - 25.90 X 25.30 - 25.80 20" 2,891.93 ,173.36 3,904.83 3,579.41 3,854.84 4,592.31 ELLOW 26.10 - 26.32 YELLOW 26.10 - 26.32 ' Standard Center Ring 2 To accommodate the wider range of pipe sizes within the 10" and length 12" categories, it is necessary that the center rings be made in three sizes: A, AB, and B (see drawing below). 3 For longer center ring length, see the Style 400" on Page 2-15 to Page 2-17. For "501" parts list, see Page 2-4. For Steel Couplings 12" - 50", see Page 2-15 and Page 2-21. For Sewer O.D.s, see Page 5-6. 2-3 ROMAC INDUSTRIES, (rvj INC. INSTALLATION INSTRUCTIONS Style 501 s RC501 Couplings 1. Check diameter of pipe to make sure you are using the correct size coupling; also check gasket to make sure it is the size you think it is. 2. Clean pipe to remove dirt and corrosion from pipe surface. Lubrication and additional cleaning should be provided by brushing both the gasket and plain pipe end with soapy water or approved pipe lubricant per ANSI/AWWA C111/A21.11. 3. Make sure no foreign materials lodge between gasket and pipe. 4. Avoid loose fitting wrenches, or wrenches too short to achieve proper torque. 5. Keep threads free of foreign material to allow proper tightening. 6. Take extra care to follow proper bolt tightening procedures and torque recommendations. Bolts are often not tightened enough when a torque wrench is not used. 7. Pressure test for leaks before backfilling. 8. Backfill and compact carefully around pipe and fittings. 9. Couplings with a step in the center ring have the potential for migrating along the pipe; therefore some form of restraint should be used. 10. When reinstalling parts with stainless steel hardware there may be a loss in pressure holding ability due to worn or damaged threads during the original installation. 1. Bolts are not tightened to the proper torque. 2. Rocks or debris between pipe and gasket. 3. Dirt on threads of bolts or nuts. 4. Pipe not inserted into the coupling far enough. 5. Center ring not centered evenly around pipe. 6. Too much pipe deflection. 21919 20th Avenue SE • Suite 100 • Bothell, WA 98021 • Phone (425) 951-6200 • 1-800-426-9341 • Fax (425) 951-6201 8I 17, le g�g ROMAC � INDUSTRIES, INC. INSTALLATION INSTRUCTIONS Read installation instructions first before installing. Check parts to ensure that no damage has occurred during transit and that no parts are missing. Also check the diameter of the pipe and the range marked on the coupling to ensure you have the proper size. Style 501 & RCRICoupfings Step *Check the coupling parts to insure that no damage has occurred during transit and that no parts are missing. Step 20 Clean pipe ends for a distance of 2" greater than length of the coupling when centered over the joint. Step 3 - Check area where gaskets will seat to make sure there are no dents, projections, gouges, etc., that will interfere with the gasket seal. Welds must be ground flush. Step 4 - Place a reference mark on the pipe an equal distance from each pipe end for centering coupling over the pipe ends. There should be a minimum of 2" inches of pipe insertion per coupling end. Step 5 - Place one end ring on each pipe end O Step 6 - Lubricate the gaskets and pipe surface with a o suitable gasket lubricant. Step 7 - Place one gasket next to each end ring with 0 0 0 U 0 rn 0 N r d E 3 U O 0 beveled edge toward the pipe end H Note: Flexible Couplings do not provide protection against possible pullout of pipe ends in unrestrained conditions. Step 8 - Slide cen- ter ring onto one of the pipes. Step 9 - Bring the other PIPE into position. Me recommended gap ends ('/4" - '/-" for center ring). Step 10 - The center ring should be centered such that the space between the OD of the pipe and the ID of the center ring is even all around the pipe. Slide gaskets into position with the beveled edge engaging the flared end of the center ring. Step 11 -Slide the end rings into position against the gaskets. Check coupling for proper positioning over pipe ends using reference marks. (See Step 4) between pipe 1 U five inch long Step 12 - Insert bolts into end rings and tighten. Bolt tightening should be done evenly, alternating to diametrically opposite positions at approximately 20 ft-Ibs increments. Nom. Pipe DiameterTorque 2" - 12" 40-50 ft-Ibs. 14" and above 60-70 ft-Ibs. Note: 50 ft-Ibs. torque = 12" wrench w/50 Ibs. force 70 ft-Ibs. torque = 12" wrench wl70 lbs. force Step 13 - After pipe is pressurized, check for leakage and tighten as necessary. 21919 20th Avenue SE - Suite 100 - Bothell, WA 98021 - Phone (425) 951-6200 . 1-800-426-9341 - Fax (425) 951-6201 Print Form ct Renton Village Storm Section Laser Underground Request for Approval of Material FA Number SR Date 1 06-27-07 i County King For assistance in completing, see Instructions and Example For WSUOT Use Only RAM # Bid Item No. Material or Manufacturer's Product/Type Name and Location of Fabricator, Manufacturer or Pit Number Calpico San Fran. California Specification Reference PE Appr'I Code Apprppr'l Code File No. 17/18 Model C End Seals 9-05.21 2 pv 12 Dv 17/18 Model PX Casing Insulator Calpico San Fran. California 9-05.21 14 Bank Run Gravel A511-Black Diamond 4, WA 9-03.19 16 Controlled Density Fill Houser Plant, Renton 9-03.22 17/18 Bank Run Gravel A511-Black Diamond 4, WA 9-03.12(3) 23 Crushed Surface Top Course A511-Black Diamond 4, WA 9-03.9(3) �Z Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only 'Approved for Shipment or 'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. A Remarks: I . Csn�th�^� 117 Af o,,ea, N0 L' >,w4 . _r Project Engineer Distribution p Contractor Region Operations Engineer DOT Form 350-071 EF Revised 8/04 State Materials Lngineer Distribution ❑ Region Materials General File Signing Inspection 0 State Materials Lab Fabrication Inspection ❑ Other Print Form .' l'�• 21107112:'HTM 'Laser Ur,,4-,sr3ur,d & Eartr,works iu�J r g 1 r, rp • _ C1 WP North American Plpe 8 Stool Ltd. 10871 Spoon Road, Surroy, B.C., V3V 3V3 604-$88.0983 / FAX 604.688.0989 o-msil: rnintonf@nspsfeet.com TO: Laser Underground Attn: - - - - Your Fax Number: 1425 251-1656 .I I Project : A53 GR S ERW 24" x .250 wall API 5L X 42 DSAW 36" x .375 wall FAX COVER PAGE BATE: 07/10/07 TIME: 11:31:57 Am From: MINTON FUNG Pages(Incl. cover page) : 4 6•2 1,�8 1 @ 30' J [wtr (4Jl�J p/tC P 1 @ 30' F.o.b. your yard / Material in stock (subject to prior sale) Regards Minton Fung Napsteel Fax Form 1 Standard ' . Chemical Requierrteni(76► Physical Requirement 718tt ing Test I Bend Ter ApplicationSpsci(ice[ion C 1A Mn IAaa P hlaa S Af,rr Others Tenstte IlAn Yisrd gton0 acion� Duge G- wr aCea I FY-D spnco la,e.iolal 9aco Ins %►^Bbxhac ik _ 5[sength SVengtA j (Min � r length pr.QsrtziCe 6�r -Bn� iD-!leads tar r A 0.21 U.90 (L040 0.050 - 48.000psi (33.71ts/lue) Min 30. mcpsi 1 Aar 2 u-, UT. Mg/me) q'G25.OQ)xU`• �. 2 I ! b ,aY B OL26 1.15 0.040 (LOW Min 60. WDPw (422kg/aa') Min 35.ODOaimmaa psi (24.6kg/la') pea =QS.000xU-- x42 0.29 1.25 0.040 O.D5O - 1i1'^ 5rL00ppsi (42-2k~ Min �.Z006psi (29.5Waar) ! A" t=&5,000x 2 Vw1d Pan rl ti-3s� Ina ones Side �t�Mrld Polian tc-%D x46 Q30 1.3i 0.04G 0.050 - u5m 63.000pm Min 46.000Psi A.. (44. 3tg/trn`) (32 3kgf ml) �=525,000x�� 2 Q30 The mat alva b Imeda aeemauy wet � ><52 - 1.33 Q040 Q060 - 5 Min 5e',.00Opsi ! A•� - j (36.6kg/amn 1=625•00OXuwr 2 u+e cold at Oaegi and al gD dep. trvn x56 0.26 1.35 0.010 Q050 Ca Min DAM or Tr Un 0 or 39 6 Min 56.000psi i Ac' she ine of d eCacP o1'a a_ 2 AN 5t t .,e Pie v w� a0t; (39. �B/ #=��x u- � - Xp Q26 ` 1.35 a040 0.060 C6 kir;Mirk 0.03 cr Ti fd;, Q03 a Mm 75.00DP6 Min 60,000psi A as - (welt! dYeghq T ' �v un ace (5ZAS/anr) (42.2ha/.a) e=625-ODDXV�, 2 3011 ! ` H- +-(t'�or Grille: Iris Gun `r x65 Q26 1.40 004D Q050 v w" 0.02 7 ,) = 2 x �) .000xu4 x 70 Q23 (a22) 1.6D (1.65) Qp40 0. 050 - Min 82.OMPsi Min A 0C)UPSi A►e a�-�'t�. H- a �t 1 (� G44ea x SZ or 2 (57.7ks/► M (49.ft/=*) Agh� Min 90. 00DPSi "D K 0001m X BO Q 18 1. 8D 0.03D 0.01 B - (63. *~ (9B ') I A" =G'S,000x 2 Mae 120. DDOPs1 , j Isar 4kgj wr) 1 y-0SD 7 -• H-AD - - a040 0;060 - ^ 60.OWPsi Im000- Q%000PS1 t Aga a i-OOOx0�. DAXIS 2 (42-2Ws=n M1--56-21Wmj w1<16-001e3-0-wNO/d. - Q010 QOl4O - Min 75; OOOPsi D00^- BQ ommi Au .v w The "M sha[ ba bcaW at BD deg. rz `(�� uainp (527bg{®') . (�7'^5fi.2kslam') =675.000x � (�[.t 2 o/ta16 k:-os5D ; sa a o% < DC/K' B _ - _ K -55 Tubar.p - - 0.040 CL OW _ m1in SS; 000Pw 000- am o00psi A.. �625.000X 0 (,�1a-0-oaks 2 (66 8kg/M') DeL7--S& t9/ne) Tt.s ..ca area!_ D■ bdme at 90day. ^' 0040 0.060 - Min 100 OOgpsi (7p 3icglad) BQOOQ~I1Q,ODOpsi (s6 z-n. Flo,/ A"' =6z5.aooxU., 2 9SD/t<23 H• D a Ova-DAt9aD%>) r . 1' T 4TM A steel Pp kw Conwet 0.25 M95 Q050 Q060 - Min 48, OOOpsi (33.7kWad) Min 3Q OOOPai (21. its/NMI (9Q+17.501 a� kw r-=, 1 Me 2 amnaWold r hr and erari >2in.H-3fD �9oxskv p s� o"aa* 6 1-m M050 am - Min 6ADDOOsi Mkt 35600OPSI (4&+15M) A 3 awyo■■a The 0r10r Sd■ The etas shall 6e 2 Weld to-wo 16uwawxV wih Who- Order" sb" ro&i v (4Z wMan (2k ft/a1f) as welt at 0 dog. and as 90 don. 1Wx 4D J Z j A sreef pip. fCme 0 095 .0D 0.00 "^ 48.DDOpst 1!■30 35 Pwt>ors 1 N--yjD 2 V"ASTW 135 m �igtdd. G■r. er m Aa%ma') (21.1 Wme) - (56r}1%� The Over Side D1 Vfty Portia. H-UD - B 0.30 1.20 0.W 0-m - Min 1A 0womi bin 35.000Psi 30 Chi_- Vapor h&N bg v (42.21/al') (24.6ka/aa') (4&+15.00) 2 . wam a+■d at 9Ddeg.y� L - - 0.0w 0.060 - - Stow Pipe ApptyfarN9S2 Y - - 0.069 Q0W - r 13H7 for Oroinary Zi v34(0/1/irLa - ADP%P .'Dr NB>2 1 4 M` W-W -0.T.1D tNse,llranisd Teti Vaee (3li^ t7,2kaISl�9 20 5 66f� Po■tbrs H r Al cmd TBD'u6[ lFor Sn■velrq,) S The Coat Side of Mfatd Ponon H-CLSD Ga, I Tuber H - - 0.=1 O.OBO - .__ y 90'x8D ERW 320 - sr.l awe 0.16 0.70 0.050 OA50 &il um am 320 -�410 (N/led) . Min T95 (N/a:,) + Zri 5.55f1C 1 riitl Ponoq I 3601 EAW 3i'A P.aaaso Purpoaa■ a.rb....r o+n..s H- %D S.tiSlA The CiFw see m;tntatl Patron H- 44p - 0.17 0.90 0JW 00050 AM liba OL40 Si � 035 36a-a80 (N/alse) Mr:+ Zt5 (N/i') 24 0.21 1� Q050 009D S. am 410^-00D Min 235 ERW410 The veld deal e,I-'w W d■9. S AS,K - ma (m/mil Mile .a a "fFae :f!MP -.p Teel Bernd Test Hrdrocmt'rC Test - - •"••% _ i. .- Permissible Var(aVana n Din,"FISEWO . P-•Test Pteswro (Pla) IQon llsrsaoeaAn Teas �,� Outside Diamet�ar VVAsH Thickneta tenpUl HemgM of In3ide fbs`r -:I-I.nyiq Statacta AnptsX Inns a s S-Allowable Fiber Stress (Ps) k � speJ'-d wen-c-atr ilE 3 3w 4 . ICE 4 is sari aria Made. t Ports.1 I _ � timax- Q.06 irr_ y now alcV V-01 Sjwwred raspecamir infam ano grads. I j11Aa7. Depth of Tr. it 90 deg. Arum I al bres. NasaP- p or 3.000. Whche+er is dse_arraier-in.Q10) - �0.151istS0.900 Each ova arias be S: 00 Stardscd ARarlstive inspected by uh=400ie ISi 060xY_P. Q75xY,P. or elaetsootsyrT.iie tZ0301 in = for G maes lean evn IS.M lard 8% 0.75MY_P. - # mathods- X 52) to% to 18 0.0.5X V. P. - (Fe. Guiding x $ or 20 0mx v. P_ - bqlrer) - - g SPec:ed Isspeet:mV sae and 4reda `6 I.H3-M02DEWO toot: P- nx= Wl-0navW a a.be at 90 deg. Wvt 9n'de HBO, J495 S K$1- _ .. - • v - - � 1� - �• s P••or.IQO(A..YWlinitwer i0 e1a saiallr. - i � .. . _ Eaelt:>p�fa4shvl'tme..:_ s- - .. _.•. •..•- -. , -. •.: ' ..* '- :,.•.-..-+•�. - . ' t � iD (Fw glade "40., irespaolMd iy gYrttttaett:,,.1�,` -e. , tiGol-. dtpFlrilied �_ .lot-Q�16D10 - s_ smwamlpp�a� Alr.lartimai 93[ kSrnabi toy. aLWSW _ or electrvrlo�latic 6.[2434in. :LJ75% - _ed at S90 oleo. FIAO 3Z 00C nww• �. �' '/W�' rtlBI.waf'. ;' '_ -.-. -- :TYi: . _ ..A' -_ ..-- ' .'.Y- M71--Qo194D/d M-80 6L000 6kOD0 -^ yhr and sera - M1 Aso* tar M:920%. Specfad Pvgm=Wway h rib and oo dde. Each Pipe dmN beinspecta f H-Xo 90•x60 vvlr:- "male tar NO= Ttre I14s1rirWM Pettei • N"3a. P-2S0DPa !C�� " %fta son Ic Or eleGLOrnoCo6tic rnevmft �ia:g �t o +36r in• r 4-11o1 specified 1, r'sh"atey wrh dote 1m JSWX6D N8>3m P-7-OMP i # 10 -:!a im -12z% v, at 90 d". J I a2tR t1�1 . - - H- D P- d Portion H� D M S: Grade A ISAOD-I B 000 Off An alternese to the h d1. a ....,.L f l •Not specified r Is atresnaeetr 'Wh Grade B 21.00D-•22_=as non-daslr+reem test nbW be s"Hed - • at 90 deg. Bw ut no cam shsl On siea p.sdumd ,raged 83% al the tpeeri pail eeieL - For gafveniad adds of ":91 -ML +Not specified Min 13ft r-- AP94WINS 992K A rad•9ie_ long sheUbe pessed , Unix 231t -, lA+yalwaad Tub" 1tirouDh Vvem t Nometel B-017.be DIegnetw of find U.A. ed raaPetireh/ ordsted to - +N0apocif d cv Ponien l.('-0.73D At cold 16D'xso Pam �-�_ ,ecified length. FNoll specified I Parma H-GAV Ga boanatf Tubes +34 irL -0 9D'x 90-10% 1 H rv-sx-1.5lave H�js9 _ it- teed ODSBX+� tl'b "van orderedro �� tho/Tr jMre>tlPart+wH�1SD - S:Wsde320:617Rs/sa') 1 (Min tdr ) =1D9e -ieifiedlength. -10%L cw 0511 3®:129 OD>69iin f 0 759b .FS� WMicharer a th •rotes al SSdog. ItO: lIl I ._D less I j Diameter a wibls Varietbna fa Dirnensiorn Watt 't'Itiekrtess Length A 4 1 ik 4 r LLJ �> +'� �' 4-Not specified a -Y __j Q► -t255: - c :t 1 • J - Pefmi%j;ibls VarWriana in Nbighi t SpocdeQ reavaeve* in s4a and grade - NOW . I P---07 rapt that lest presare 3ha be&mbod to 290Dpti Iv am 3Hat- and wm "eight u1 i Inada Fl a.-' 5 elLengthM% S nird Regum[. Extiastranp a[d w 2.9Wpsi b[ s® kyga► 0►ae 3:4 ire 1 Double Extra -Strong -*3-5 Sl.,&mjpu4 AleeataINAely44 Plan End hlSa� S. Grade A I80^+ 2Z�D ISprial Carered Lois - 1.7596 Grade B 21.000 2625D rz fa pipe 2% n asd over n oirsdr diamentr. each Poo d,ai be inyat'L4'L a: r or I 41eC1�+�8g21� rtlDtcdJ. jW 3 Op 51 900.% r iimax-QOSin. Singlt Lengths l Ij I 'r 1 2i(n-SODSIi+� ±1 i� tiku Depth of Tnrri_ RJL", VvwgM % -35 ±0.7591n t<0.t90in- : ! 10 OOZ2OA t116 -0.10xt .e'al Light_ Wegh[ - S For The dirsoowe d 4i1. 4Qn Om end 0.151 S IiZ 9 i[t Cartcrd Lots -1.75 76 OOS10'yrn -36 -0-0156N ta0.901 in. A Calked is corskAred to' be -G.MXt t a minimum or 40.0001dz 123iiRSODS?Jin. }min. `-" -*-Not specified r� _. +Hum spseiRed Min 131t ► " 23" 4-Not xP cifiad apecoiraN Alwan catered to a- .-,mWecifad length. specifitd + +O i[a — Orin H PUM -1.5na t 116 otdarodbo a �xDepth1-r.. �0-5-4 jk 11016 ied le[tgbt Pf -107br- c- %5— I +bee WhitmPmoor cm the �OL759h -A left — 3L f jfr ts_ Mama. -X 4 OD S23i im +20.5 ... OD-330, an DDstaa. *i25I _ 5wgta' + y`. dD 2b n + 17.5 - -1OR �° Lengths rIg 5 ld'n FM ps I= p-ve sm *on 2DwL 00 widl arty t®Q It ielosem on tat me 2D rt•00 Carload hots-1.75°A W6,4tn/aa� v.^ vml micl yiaadr lien 0-T6k A =r13ad is calsldared to be M. 72.0MDsi tar Ppi 2OK OD wdh wall &wAnaw 0375im erd is a erwrmun of 40.000Ittt� 6 ifrt 71,100sm for ppe leas than 20 it, OD wilt anti %*I 4lielones3 and Fn poll 20w 00 f499k9/� 'twit wet wal >tis"M gwa3r bun 0.3752L _ 75 01pi for yips 20n. OD .tl. vm Q375rn and t,� Shmot Lengths t�Z71tH/�'1 Extra -Soong and LWd" 7 eAn 77.ODOpsi fa ppa bw than 2D'a 0D With ary vial 4tchasr. and to Poe 20n.00 wv.Ij Thimunesa 1-576 f54.1kelawl with vrae thei teas gnssarr elan 0315o. 1•[cav6ar [Fran 6-d7a-Strong VOA& Tbic%ness -_t l0 96 Mn 80.000pai tw pya 2Di► 00 with was bmtam 0-V5 i mid km - DZ4 i< n wy be wa4rsd 158.2k9/mMi to canverient fora 9 OD<2DirL :kOLnS 0>4 at. Shan be vveWied aagareteltr_ 1�.-6osndad ± 1 x 71pRS00Z9Grt cow-Evarde0+DY $etd0 t.AnDlfle 4'10 � -Tapaed.l s 1 Y Canoed LOU -135% pD>3rwn +X The pipe of SehjO f10 76 For go clammom of 4 iR ilea+ to end + 10e ODS109Lat_ +Xn Sirtyfe Lengths % . Lots cr 500ft and Qvw *4 9b it3i is SQD54Ai► ±34 OD>Min. ±Yw ME 9 00 S18 sL S .+MO US ±Iso 0016 10 [wort o1 Zoo Coalrlg Tes) Whoatt o[ Zoo Coatsre AVR LB Uon uJ.110. 2A117 12:244 Laser Llndersrourd Earthwarks N0 6,916 P. 1 Underground & Earthworks, Inc. 6632 South 191°t Place, Suite #E104, Kent, WA 98032 PHONE (425) 251-1636 / FAX (425) 251-1656 074'ntWV'A To: Daniel Carey Attn: Fax: 425.430.7241 Phone: 425.251.1636 Re: Casing Submittal From: Jonathan Thompson Pages: 5 Dam: July 10, 2007 CC: RiCEl Y ED 1 U L 10 2007 CITY OF RENTON UTILITY SYS1; �,IS ❑ Urgent ❑ For Review L) Please Comment ❑ Please Reply ❑ Original Mailed • Comments: Daniel, Here are the Submittals for the Casing. This is an item that needs to be ordered right away so any haste for this approval would be appreciated. The gentlemen handling this retired out of the blue and with the holiday there was some confusion for this item, my apologies. Thanks Jon. v-IIrI$ Stw(r CAA �P) r �r v • �1� 36 . Pacific Concrete Services S t w� I"I ut el ITEM 26220 79th Ave. S. /� PACIFIC Kent, WA. 98032 � G �T�s/1 , P C S Office (253) 856-2572 CONCRETE SERVICES Fax (253)859-5087 TV Inspection with•eGraph Project Name: Asset ID: City: Address: RENTON VILLAGE RV2--RVI RENTON RENTON VILLAGE Date Pipe Width: Pipe Height: Pipe Type: Surface Condition: 10/26/2007 12 12 CONC Other Direction: Surveyed Footage: Weather Tape/Media Downstream 157.0 Dry RV2 (�� ►� At0.0ftJ_ >)>}> START DS - Start Inspection Downstream V v v v v y�-At130.0ft./ �---� --Sag-Saginthepipe c �o V o � � 0 At1546ft J. D) StoP P P 1 - Stop inspection n At 15Z0 ft./ N/ Blockage - Blockage in the pipe N V V V V V %RV1 TV Inspection with Pipe -Run Graph Friday, October 26, 2007 4:33 PM Page 1 of 1 Pacific Concrete Services PACMn~- 3623O79thAve. S. Kent, WA. 98O32 Office (2S3)8S6-2S7J Fax (253)859-5087 CONCRETE SERVICES Project Name: Asset m. city. mmrea. RENTOmVlLLAGE RV4—RV3 RENTON RENTON VILLAGE Date Pipe Width: Pipe Height: Pipe Type; Surface Condition: 10/26/2007 18 18 CONC Asphalt Direction: Surveyed Footage: Weather mv*medm# Downstream 183.3 Dry ` ^ _n0� � - m��^/ �� / `~�. --_'-�-'_ �~. *mum �= Pipe Type Pipe Material Change ! �m1moxz TVInspection with Pipe -Run Graph Friday, October 26,2OO74:33PN Pona 1 of 1 � �� t , Pacific Concrete Services 26220 79th Ave. S. Kent, WA. 98032 Office (253) 856-2572 Fax (253)859-5087. Project Name: RENTON VILLAGE Date 10/26/2007 Direction: Downstream Asset ID: City: RV3--RV1 RENTON Pipe Width: Pipe Height: Pipe Type: 18 18 CONC Surveyed Footage: Weather 110.5 Dry RV3 At28.5112/. F.0' LAT -Lateral connection' " PACIFIC CONCRETE SERVICES Address: RENTON VILLAGE Surface Condition: Asphalt Tape/Media # %� ►� At0.0ft./. O.Cft }i>7) START DS_ =Start Irispection Downstream -- ------------------. 10.Of1 200ft .- - _ --- -.- - -30.oft 40.0 ft w.c h _-, w.0 ft 70.0 ft 80.0 ft 90.0 h 100.0 ft - 0-At_110.5_ft.L___._ ----------- 110.0ft — 7?7)) STOP - tnspection Stopped TV Inspection with Pipe -Run Graph Friday, October 26, 2007 4:33 PM Page 1 of 1 CUES CITY OF RENTON 3555 NE 2ND ST RENTON, WA 98055 (425) 430-7400 Site Data for Project: STM5319E Site ID City Street Date Time 1 Renton Renton village pi 09/20/2007 J1 09:24:54 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist unmappedline e.o.p. 12.0 6.0 18.7 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 1 12 ®1 Away-U aved Asphalt 1FRocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos 5evr Lv Phi ID Ph2 ID VcHpID VidID TapeCnt Comment 1 6.0 INSPECTION BEGIN DOWNSTREAM 10,31 2 18.7 INSPECTION END UPSTREAM 182.45 nd of pipe appears not to be capped off Page 1 of 1 "EFts"- Site Data Project Name Site ID City STM5319E 1 Renton Date Time M.H. Start 09/20/2007 09:24:54 AM unmappedline Type of Pipe Direction Concrete Am a-s.-U 14 1 Street Renton ,611age pl M.H. Stop M.H. Depth C.O.P. 12.0 Surface Condition Pared Asphalt stance Alpha Coded defects INSPECTION BEGIN DOWNSTREAM 7 INSPECTION END UPSTREAM CITY OF RENTON' 3555 NE 2ND ST • RENTON, WA 98055 (425) 430-7400 Starting Dist. 6.0 Pipe Size(in) 12 Final Dist(ft) 18.7 Pict t Pict 2 Video Comments V k* end of pipe appears not to be capped off