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DR0501-CS060502Keith Marvin - F W: St D rawi ng From: "Tony Martinez" <aam.wcs @verizon.net> To: < robert.gamble @hansonamerica.com> Date: 5/2/2006 4:22:34 PM Subject: FW: Stamped Drawing Robert, Do you think it is possible to get a meeting with your Engineer and the City of Coppell's Engineer Mr. Keith Marvin? I have CC'd his email address for your information. Thank you in advance for your time and attention, Anthony A. Martinez Wilson Contractor Services, LLC. 107 Bell Suite 3 Denton, TX 76210 (940) 243 -1174 PH (940) 898 -1175 FX - - - -- Original Message---- - From: Gamble, Robert (Grand Prairie) NA [mailto: Robert. Gamble @hanson. biz] Sent: Monday, May 01, 2006 1:12 PM To: aamwilson.contr @verizon.net Subject: FW: Stamped Drawing Robert Gamble Grand Prairie Precast Hanson Pipe & Precast North America 1000 North MacArthur Blvd. Grand Prairie, Texas 75050 972.260.3609 — Office 972.260.3633 - Fax Page 1 r l / c c HYPERLINK "mailto:robert. gamble @hanson .biz "robert.gamble @hanson.biz Keith Marvin - 6x6.pdf Page 1 #4 @ 6' D.C. _ L- u 6' 1�' CLR 5 #4 @ 12' D.C. @ 6' D.C. — 44 #4 @ 12' 0. C. 1 -112' C I I I• L I—_e . 1 _1p -J 1 NQI -Maximum Burial Depths Riser = 21' -6' -Maximum Burial Depths Base = 27' -6' PROJECT LOCATION Wagon Wheel Park Coppall Texas 12" CLR SPECIFICATION I DATE I REVISION ASTM C&% 91211r2M ASTM 0913 MBJ Scue - W- r n. orenaorie.unxer , o �aa..ae exec �rxwrwa Tausurrue HANSON PIPE * PRODUCTS, INC. MANUFACTURING PLANT DRAWWG NUMBER Grar4 Prairie I of I Riser: fc =5000 psi Base: fc =7000 psi Ke ith Marvin -Wilson Wagonwheel.xls Pagel 0 0 1 0 0• - - - 1 0 0 0 0 I 1 0 0 0 0 0 I 0 — 270• — -- 90` o 0 1 0 1 0 0 0 0 0 I I 0.00" 0 0 180• o 0 0 IT (Lengtel 0 0 0 12 "(Floor) -- ---- ---- - - -- &11-01- Matimda. I ti 1 5' -0" —D 0 1311 5'- 0 "Base(6' -0 "OD) 0 0 1Ea. -3' -0 "Extension 0 — _ _ _ _ _ — 1 Ea. - 4' 0" Extension 1 Ea. - 5' - 0" Extension 3' -0 " Extension ----- > 0 00 0 1Ea. -8 "Slab Top U o 0 0.00 0Ea. -0 O Ea. -0 Note" 1 Ea, Fold Out Yew (Structure) 1 Ea, 0 6' - 0" x 6' - 0" x 17' - 0" (I. D.) Junction Box 00 0 0 0 0 0 0• --- - - - - -- T-0- 0 ' 0 0 0' 0 0 0 00 0 6 (Wail) 6' -0" WWth) ------------------ - Lecation: Uoe: Flowline: Hole: VIA "X" Reoese: Notch: Ievabona: 01 0• 42' RCP 484.30 56 Base T -1" 4Y.." -Floor 0 R &C Elevation (FQ: 503.00' 00 0 0 o" 0' 0 0 0 0 Top Elevation (Ft): 50180' 00 0 0 10• 00 00 0" 0 0 0 0 Irned Elevation (FQ: 484.13' 0 0 0 0 0 0 10 0 1 0 0 0 0 0 0 180° 36' RCP 497.60' 48' Ext. 3 T -OY." 0 0 0 0' 0 0 0 0 270" 0 0 0 0 0 0 3 0 0' 0 0.00' D' 0 0 0 0 0 0 "x" = Dimension From Top Of Unit To Centerline Of Hole 4Y.' 0 0 6" T (Wail) I -0° 0 0 1 0 0• - - - 1 0 0 0 0 I 1 0 0 0 0 0 I 0 — 270• — -- 90` o 0 1 0 1 0 0 0 0 0 I I 0.00" 0 0 180• o 0 0 IT (Lengtel 0 0 0 12 "(Floor) -- ---- ---- - - -- &11-01- Matimda. I ti 1 5' -0" —D 0 1311 5'- 0 "Base(6' -0 "OD) 0 0 1Ea. -3' -0 "Extension 0 — _ _ _ _ _ — 1 Ea. - 4' 0" Extension 1 Ea. - 5' - 0" Extension 3' -0 " Extension ----- > 0 00 0 1Ea. -8 "Slab Top U o 0 0.00 0Ea. -0 O Ea. -0 Note" 1 Ea, Fold Out Yew (Structure) 1 Ea, 0 0 00 0 00 0 0 0 0 0 0• 0 0 ' 0 0 0' 0 0 0 00 0 01— 24" 0 0' 00 01 0" 0 Line In Base 00 01 0 Standard 0 00 0 00 0 0 0 0" 0 oo 0 00 0 0 0 o" 00 00 0' 0 0' 00 00 0 00 00 0" 0 0' D 0 0" 0 0" D 0 0" 10 0 0 00 0 00 0 0 Check For Errors - 1 Each PROJECT LOCATION I SPECIFICATION DATE REVISIOf Wagcnwheel Park Drainage Coppell ASTM C-858 U41,5- 12131199 Tx ASTM C-913 R. Gamble 0 0 0 0 I Plan View WSW Top) Cwtrwlor: Wilson Contracting Noscale- al D.-- SW T. ub.aas Sp. -Tdera s son Pipe & Products, Inc. MANUFACTUNNG PLAN DRAWR r UMBE Grand Frain. Texas 1 of i Use "TAB' Key To Navigate Template. Check For Errors - 1 Each Base Wliftin Extensions -1 Hole Per Side (For r Line In Base Bottom (Recessed) Standard 0• 0' 0 ' 0' 0 ' 0' 0 ' 0 0 ' 0' 0' 0' 0' 0• 0' 0" Base With 1 Extension -1 Hole Per side (For ore Line In Base Bottom (Reosail Standard 56' 0• 0' 0' 0" 0" 0' 0• o' o" o' o" 0' 0" 0' o' Line In Ext 1 Base (Reoesaedl fStandard 0" 0' 0' 0' 0' 0" 0• 0" 0' 0" 0" 0" 0' 0" 0• 0• Keith Marvin - Wilson Wagonwheel.xls Page 2 Adjust Pipe Flowlines As Required. If R &C Not Required - Enter Top Elevation As R &C Elevation If R &C At Top Elevation (Cast In Top) - Enter Top Elevation As R &C Elevation & R &C Height =.001' Descriptions - Structure (X1: 6' - 0" x 6'- 0" x 17'- 0' (l. D.) Junction Box Junction Box x Junction Box Manhole 0 Meter Vault 0 Valve Vault 0 Inlet 0 Area Inlet 0 WYE Inlet 0 Future 0 Future 0 Future 0 Descriptions - Top (Xi: Plan View (e" Slab Top) Slab Top x Grated Inlet Top 0 WYE Inlet Top 0 Future 0 Future 0 Future 0 Dimensions: R&C Elevation (Ft): 50300' RK Height (Ft).. 0500' Grade RingdAduath -t (Ft). 0.70' Top Elevation (Ft). 50180' Length - I.D. (Ft): 6.00' Width - I.D. (Ft): 6.00' Well Thickness (In): 6.00' Floor Thickness (In): 1200' Base Height- I.D. (Ft): 5.00' Extension Height 1 (FQ: 3.00' Extension Height 2 (Ft): 4.00' Extension Hoot 3 (FI) 5 00' Extension Hoot 4 (Ft)'. FST Hole/Slot Locations 1X1 Extension Height 5(Ft). Hole Set Slab Top (in). 8 00' 0' 0' F.S.T. Hole Diameter (In). 24 00" F S.T. Slot Length (In): 30.00' F.S.T. Slot Width (In): 30 00" 'X' Dimension - from Top Of Unt (X). X 99 'Y' Dimension - From aosom Of Unit (X): 0 English (X): X Maine (X): 0 180' 180' Maximum Hole Per Unit Height (Percent): 75.00% Minimum Distance - Hole To Wall - LD. (In): 2.00' Distance To CL - Hide 1 (In): Distance To CL - Hide 2 (In): Distance To CL - Hide 3 (In): Distance To CL - Hide 4In): Distance To CL - Hole 5 (In): Distance To CL - Fide 6 (in): Page 3 ote=To CL. Hole ,w* m�� oo « Hole No. ^(9n "» 0 0 "« "« 0 0 " Hole No. '(18n o »o No. ,omn Greate Than Allowed Percent m*ei 0 0 «o 0 0 o Hole No. o(1 BO-) 0 0 0 0 0 0 o o mole No,(27n 0 0 0 0 0 0 0 0 o Hole No"(270') 0 0 0 »» 0 D 0 o sm 0