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Home My WebLink About12444 SH 225_01-0105___________12444 S H 225 W � VL K R -Ylq t •-ynA- � 9 ➢ k b A 1' r A' FY• UNION PACIFIC RAILROAD COMPANY INSURANCE GROUP January 22, 2001 City of La Porte 604 W. Fairmont Parkway La Porte, TX 77571 1416 DODGE STREET OMANA NEBRASKA68178 This letter will certify that through its risk management programs, Union Pacific Railroad Company, a Delaware corporation, as successor in interest to Southern Pacific Transportation Co., Denver & Rio Grande Western Railroad Co., St. Louis Southwestern Railway, Chicago & North Western Railway Co., and Missouri Pacific Railroad Co., has self -insured retentions of varying amounts up to $10,000,000. General Liability, Property Damage, Automobile Liability and Leased Property fall within these self -insured retentions. Please note that railroads are subject to the Federal Employers' Liability Act (FELA), not Workers' Compensation. In lieu of a Certificate of Insurance, please accept this letter to you that Union Pacific Railroad Company has the financial resources to respond to any liability arising from its contractual obligations. This covers Union Pacific Railroad operations anywhere in North America. If you need additional information or have any questions, please contact me at (402) 271-2154. Sincerely, 7- l�� Thomas G. Schafer Sr. Insurance Officer SURANISr"C i BRADLEY W. REID, P.E. 1 1 a 1 S GODGE STREET. flGOM , GGG MANAGER OMAHA, NE 661 T9-1000 MECHANICAL SYSTEMS DE91GN OFFICE. (102) 271'3442 I ES.UP.COM FAX: (402) 271.3296 SWflEIO®NOTI CITY COPY City ®f La Porte Fire Marshals Office PHONE (281) 867-4603 FAX (281) 867-4629 120 South Second Street • La Porte, Texas 77571 Union Pacific Railroad 1416 Dodge Street, Room 1000 Omaha, Nebraska 68179 — 6674 Attention: Mr. Bradley W. Ried, P.E. December 7, 2000 Dear Mr. Ried, On December 6, 2000, the La Porte Fire Code Review Committee met and reviewed the railroad's request for a variance regarding the installation of 2 — 25,000 gallon each aboveground diesel fuel storage tanks at their Strang Yard here in La Porte. The committee approved the request with the following conditions: Prior to starting any work, the Fire Marshal must receive from a State of Texas Licensed Engineer, a letter with his seal affixed, that states that he personally inspected the current dike, and in his professional opinion has determined the current dike and concrete slab are both structurally sound and the dike will contain at least 110% of the capacity of both'of the new tanks. 2. No additional tanks will be added to the dike area without committee review and approval. 3. No tank size change will occur without committee review and approval. � 4. Install a 7 gallon. remote overfill containment box/with stand. C�� co4 All other policy requirements will be met, except as modified herein. SHE pQp�p NEW SU �P�\0R Gu�R\NQ. 101 0- 1FN GAµG • i Union Pacific Railroad letter 12-6-2000 cont. Page 2 of 2 After you have had an opportunity to read this letter, you have any questions or comments, please give me a call at 281-86.57-4603. If everything meets with your approval, and after I receive the engineer's letter, the permit process can begin. Sincerely, � /4�P Paul R. Hickenbottom Fire Marshal City of La Porte Cc: Fire Code Review Committee Members File VR� Q�,P ��I-P� \F 10 ER Rp pRE NE\� � HANG �0�0 tHF CITY 01P E November 20, 2000 James LeNoir City Fire Marshal City of La Porte -Inspections Dept. 604 West Fairmont Parkway LaPorte, TX 77571 Gentlemen: This letter is in regards to the diesel fuel storage tanks at Union Pacific's Strang Yard. The arrival of two 25,000-gallon UL-142 storage tanks is expected within the first two weeks of December. After arrival, Union Pacific forces would like to begin and complete installation before the Holiday Season. Before we can begin we want to complete and have all necessary permits and with your help, our schedule can be kept. Please find enclosed 2 sets of drawings and calculation of dike capacity. If you have any other questions or require additional information regarding any details of this project please feel free to call me. My phone number is (402) 271-4450, fax (402) 271-3298. Sincerely, Beau D. Kuipers Union Pacific Railroad 0 p\'p 1►\�'(p� ??Olt S09 \OR a(tE �� C\tom p GE• �C COVI C1�Y -, .BAKER INDOSTRIES NORTH*EST, INC. 12428 Highway 99 South • Unit 56 • Everett, WA 98204 Phone • FAX (206) 353-6788 "700 SERIES Ground Level Spill- Containments The new 700 Series GROUND LEVEL SPILL CONTAINMENT units are designed for ground level filling of large aboveground tanks. Unique design details and BAKER attention to quality provide for ease of installation and long term reliability, I DESIGN FEATURES: ♦ 20 gallon spill containment capacity. ♦ All welded steel construction. Spill containment box - 16 GA. steel. ♦ 4 sturdy legs with fine increment (vernier) height adjustment. Legs - 1 1/2" x 1 1/2" steel angle. ♦ Continuously sloped bottom to sump for complete pumpout or drain. ♦ Lockable hinged access door with records storage slot. ♦ Packaged in a fitted cardboard shipping box, sized to allow economical UPS Ground Delivery anywhere in the lower 48 states. OPENINGS: ♦ Pipe connection FPT, or Flexible Adaptor in 2", 3 choices of MPT, Buna-N Boot ", and 4" sizes. ♦ 2" FPT opening in unit top over sump to allow for mounting of a hand pump. 1/2" FPT opening in sump to allow for drain valve. FINISH: ♦ Fuel and corrosion resistant powdercoat epoxy, exterior and interior. OPTIONS: ♦ Vapor recovery pipe connections of MPT, FPT, or Flexible Buna-N Boot Adaptor in 2", 3", and 4" sizes. &EI (over) #700 Series DESCRIPTION MODEL FILL CAPACITY 700-2 2" MPT 20 Gallon 700-3 3" MPT 20 Gallon 700-4 4" MPT 20 Gallon 750-2 2" FPT 20 Gallon 750-3 30 FPT 20 Gallon 750-4 4` FPT 20 Gallon � 400 770-2 2' Weather Boot* 20 Gallon 770-3 3" Weather Boot* 20 Gallon 770-4 4' Weather Boot' 20 Gallon 'BUNA-N DISTRIBUTED BY: VED APPROPIANST?AL IF THE SUUHI ARE tl10DIFIED,fApF� n)RWR 101HE CITY L . 'OCCURRING. TO 1HE CHAkGE 4/95 ell CoYY •! • 9u 411 -11 I � �, 1 •I 19" I 1 ftCOKS PILL F) LL . OPTIONS 23 ��I3r• I / OPEN/Nb. 9" DOM /^I CLOSBP, L OCKAKE Pef/T/oN• 1 �20 CMocnT / $PILt cwTww..s+r M.�. 'CCWrWUMfu Y 544D✓En $a -A, wlr# ys�Mr. oewwAAcuo- 96==m W "r3* " rnr/ Ito MOK/ ry-9 4 p"s. ---.214 I #700 SERIES GROUND LEVEL SPILL CONTAIN REV BAKER INDUSTRIES NORTHWEST, INC. 12428 HIGHWAY 99 SOUTH 858 REV EVERETT, WASHINGTON 98204 TEL(206)745.6130 FAIC(206)353-6788 REV 9 BAKER INDUSTRIES NORTAEST, INC. 12428 Highway 99 South • Unit 56 • Everett, WA 98204 Phone •FAX (206) 353-6788 IIIMMI#700 SERIES Ground Level Spill -Containment The new 700 Series GROUND LEVEL SPILL CONTAINMENT units are designed for ground level filling of large aboveground tanks. Unique design details and BAKER attention to quality provide for ease of Installation and long term reliability. I DESIGN FEATURES: ♦ 20 gallon spill containment capacity. ♦ All welded steel construction. Spill containment box - 16 GA. steel. ♦ 4 sturdy legs with fine increment (vernier) height adjustment. Legs - 1 1/2" x 1 1/2" steel angle. ♦ Continuously sloped bottom to sump for complete pumpout or drain. ♦ Lockable hinged access door with records storage slot. ♦ Packaged in a fitted cardboard shipping box, sized to allow economical UPS Ground Delivery anywhere in the lower 48 states. OPENINGS: ♦ Pipe connection choices of MPT, FPT, or Flexible Buna-N Boot Adaptor in 20, 30, and 4" sizes. ♦ 2' FPT opening in unit top over sump to allow for mounting of a hand pump. 1/2" FPT opening in sump to allow for drain valve. FINISH: ♦ Fuel and corrosion resistant powdercoat epoxy, exterior and interior. OPTIONS: ♦ Vapor recovery pipe connections of MPT, FPT, or Flexible Buna-N Boot Adaptor in'20, 30, and 4" sizes. �..9. PEI (over) #700 Series DESCRIPTION MODEL FILL CAPACITY 700-2 2" MPT 20 Gallon 700.3 3' MPT 20 Gallon 700-4 4" MPT 20 Gallon 750-2 2' FPT 20 Gallon 750-3 3' FPT 20 Gallon 750-4 4' FPT 20 Gallon 4o0 770-2 2" Weather Boot* 20 Gallon 770-3 3" Weather Boot* 20 Gallon 770-4 4' Weather Boot' 20 Gallon 'BONA-N DISTRIBUTED BY: IF THE APPROVED PLANS ARE MODIFIED, A l,rW SLiSMI•TT:AL TO THE CITY IF !Pr(?!JI?Cn PR!" 4/95 TO THE CHANGL OCCURRING. CITY COPY kLl TYPICAL S' PILL PIPNB.— PIPE Arsnmwss MNonlees• SPR.L CONTAINMENT BOX fS ALL 1 STEEL. WELDED CONSTRUCTION. t FINISH IS FUEL AND CORROSION RESISTANT POWDERCOAT EPDXY, EXTERIOR AND INTERIOR. NO PIPE CONNECTION (SWRN THROWN BACq-MAYOPTIONALLYBETNROUGH TOP OR EITHER SIDE. 27, T, and r MPT OR FPT AVAILABLE APPROX. WT. 75 Ds.. IN SHIPPMO 1 (cufRMWY �r� ' BOX. ABLE TO SHIP NA UPSCAVTION FLAMMABLE OR COMBUSTIBLE LIOVIDS' 1 R E. /7T #'F* MI \ I I VAPORS MAY W PRESENT: MEP AWAY 1 r M •.�`rrM w�.r,IL• I SPARKS. FLAME, IGNITION RI SOURCES. OM4 MTTNPROPERLY IRE VENTED STORAGE VESSELS KEEP LID CLOSED ANDLOCKED WHEN NOT IN LAM . SI/aa ,R R u DISTRIBUTED BY: slvA.e � wa 'i t�wTwP+IeIYr � .�� I 'CAM? Y 36' �-- n rw PYr A 1NAnAr BTV . THIS DRAWING AND DESRM ARE PROPRIETARY TO BAKER INDUSTRIES . NORTIR'EST, MC., AND M MAY NOT BE COPED OR DUPLICATED INWHOLE OR IN PART WTThVVT TIE WRITTEN PERMISSION OF BAKER INDWTWES NW ING #700 SERIES GROUND LEVEL SPILL CONTAINMENT DRAWN CHECKED DATE REV LAG RWB 12-21-94 BAKER INDUSTRIES NORTHWEST, INC. 12428 HIGHWAY 99 SOUTH A56 REV EVERETT, WASHINGTON 98204 TEL: (206) 745-6130 FAX: (206) 353-6788 REV C"O !1-1:1- R-M O T The POMECO 211-RMOT Spill Containers are designed to provide spill containment protection for remote horizontal fill pipe installations. • Large Capacity - 15 gallon (56.8 liter) containment capacity for protection against most spill conditions. • Models to Accommodate Various Fill Pipe Configurations - The 211-RMOT comes standard with a 4 inch fill pipe opening and boot on the back panel. Optional reducer inserts are available to accommodate 2 inch or 3 inch fill pipes. Also, the 211'-RMOT can be ordered without the back riser opening, which allows the user to customize the back panel openings for specific applications. • Easy Product Drainage - The lockable ball valve drain makes liquid removal fast and easy. Also, a 2" FNPT fitting is welded to the top of the unit to accommodate a hand pump. • Locking Cover - The locking steel cover provides added security. i • Height Adjustable - Adjustable legs enable the spill container to be set at a variety of heights, from 161/2" to 30" (42.76 cm). Each leg is also independently adjustable to accommodate uneven ground conditions. • Rugged Construction - The 12 gauge steel construction and epoxy -powder coating provide strength and resistance to hydrocarbons and corrosion ensuring a long service life. Materials: (ontainer. 12 Gauge Steel (2.6 mm) Boot Buna-N '; ; (lamp: Stainless Steel Pl 11.2 4 x 2 Reducer Insert PI 11-3 4 x 3 Reducer Insert PBOOT Buna-N Boot APPROVED gUBN111PA- if F1ED1S REQUIRED PRIOR Al �p ZHE CHANGE OCCURRING' `'" POMECC> O PW._o oTekp m-. ((5113) 7a321t1•-(BD0) 422-252S • Fax: (513) I170-9136 • (e0O) 421-3297 ins • P.O. Box 40SOD3 • ci d mel, 06 45240-S003 • Printed In USA • MI I IUAOT • 3/97 ' AST . SPILL CO TAINMENT BOXES Features Tough remote spill containment box designed for ground level filling of an AST. Prevents expensive spills during delivery hose disconnect. Durable 12GA mild steel construc- tion with a non -sparking aluminum lid. Standard features include a lockable lid, sloped bottom with 1/2" ball valve for easy and complete drainage, and height adjustable legs. Other capacities are available on request. We can also custom manufacture sizes or styles to your specifications. Epoxy paint or powder coating is optional. i Part No. Size Wt.lbs 6100-09-1810 7 Gal 70.0 �, 1 a 4' CPLG OR RUBBER E LOCKABLE I 1/2" BALL VALVE HEIGHT ADJUSTABLE / LEGS HOLES CITY Cur T IF THE APPROVED PLANS ARE VIDDIFIED, A HFW SUBMITTAL TO THE CITY IS REQUIRED PRIOR P.O. Box 8026 . 6401 E. 40th St. K eu City, Missouri 64129 • 1,816,924.5900 I.SIn-8266585 PAX: I-MIh.924.1911 Cteyadgal.yM�q. Ce. Page 21 COMMERCIAL (W & S) WORK ORDER k DATE NEW ADDITION ADDRESS Fa444- S 4 aA. LEGAL DESCRIPTION OWNER UY\ I OY�\ (��(�.6RC CONTRACTOR DATE PH/! Q -a� l - 343 -3 PH1/ 119 WZ 9 q I ADDRESS REQUEST (Copy RECm FROM ENGR) ZONING CLASSIFICATION ( ),. FLOOD ZONE (PER ENGMEERING) BLDG. PLANS SUBMITTED UTILITY EXT. AGREEMT REC'D? Y OR N PLANS REVIEWED -Qu-ul BLDG. PERMIT RELEASED FOR ISSUANCE WATER FRONT FT. FEES CWAMIcnBIZ) - IV SEWER FRONT FT. FEES cw m?ucABm WATER TAP (wApmcnBm SEWER TAP cw mT cAB' M BUILDING PERMIT I �, " 1. c6 cal (a ODD ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT MECHANICAL PERMIT REVIM 41%... 4.0 AM 9�' ��y.. .1 '.R-V��Yrvni«; ... t.. } .S` Y" ahn��nW d .:. w ,.. .: ..... GROUND PLBG. SLAB FLOOD ZONE "AE": (YES) OR (NO) If ves, elevation certiricate prepared by surveyor must be provided to MY before cover-up inspection. DATE ELEVATION CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FORM IS: IS ELEVATION SHOWN AT OR ABOVE THE REQUIRED BFE: (YES) OR (NO) C/UP INSPECTION DRIVEWAY & SIDEWALK -, FARED HL&P , ELECTRICAL FINAL FA%ED,HL&P T-POLE CALLED ENTER GAS TEST SEWER TEST (/ C_ FINAL / D / 3 O City of La Porte P.O. Box 1115 La Porte, Tx 77571 (281)471-5020 ext 259,286 INSPECTION LINE: 471-9662 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 01-00000105 Date 1/30/01 Property Address . . . . . . 12444 S H 225 HCAD Number . . . . . . . . . 040-169-000-0002 Application description . . . ADDN, TANK INSTALLATION Subdivision Name . . . . . . Property Use . . . . . . . . REAL ACREAGE UNDEVELOPED Property Zoning . . . . . . . IND - HEAVY Application valuation . . . . 50000 Owner Contractor ------------------------ SOUTHERN PACIFIC RR CO ------------------------ RR UNION PACIFIC RAILROAD SOUTHERN PACIFIC CO 1416 DODGE ST #1000 1400 FULTON ST OMAHA NE 68179 HOUSTON TX 770098826 (402) 271-3442 -------------------------- Structure Information ------------------------- Construction Type . . . . . METAL FRAME (TYPE IV) Occupancy Type . . . . . . BUSINESS Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL ADD ON Additional desc . . INSTALL 2-25M STORAGE TANKS Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . . 1/30/01 Valuation . . . . 50000 Expiration Date . . 7/29/01 Qty Unit Charge Per Extension BASE FEE 15.00 49.00 5.0000 THOU BLDG - 1,001 - 50,000 245.00 ---------------------------------------------------------------------------- Special Notes and Comments TO BE INSPECTED AFTER INSTALLATION Fee summary Charged Paid Credited Due ------------------------------ --------------------------- Permit Fee Total 260.00 260.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 260.00 .00 .00 (SIGNATURE OF�tONTRACTOR OR AUTHORIZED AGENT) D T l I DI (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED T) D NOV-17-200G FR1 09:50 AN q.30 FAX NO. . P. 02 City of La Forte Esrubh.ihed [$9? TLLII Ip 2006 NOV 2 2 L Building Mechanical o *Electrical (• See back of form) Project Address: I'Z144r4 P%6HWAY 22-S Lot: Subdivisions _ Blocks Owner's Names 1 tJIb I3 �/tC 1Lrt 21+-re. 2c.rp , Phone: yei- Z71-51435 Address: /Y/6 tJE &8/79 Street City Zip 'ontract=2 Ii 10A W*yr-Jr, Caua7-me`r Phone: %13- r-mg-514f Address: Oic tiw-4r zzT L+ P�e -rx 7757-=- Street city Zip Eagineer: R w,w 0. Rc-.ol ?E. Designers Building Use: 4-14 7aluation: !rMoao Sq. Footage: 4 L # Stcriess—d4— Describe Work: rr/6rut.:Anaa -a Two z5-,eec-(74c UL-14Z �rESit tvE� S7'�R1 C7E 7-�tr1Kt, For City Use Only /�Z�-�✓ �� Occupancy Type Flood Zone// Class Wor.Y�Cyeir �3 Ft. Construction Type � Use Zone &- 4 Stories ®� Parking•requeste]d--� Commercial Buildings Plans Oaly-Fire Marshal Anprov 1 Date:l2a��0/ qf Checked/Approved for Issuance By: Date:/�/ 2eD� Special Condi �1 ® v Pe_ -alit No. - Pe_-mit Fee S i �/� (attach to actual permit) J 'L.4 03/=/94 m o� r,r.�.r•.�1ii; • i..1: ..:.Trx.l+iiS�:•:i1S lii;il=i1•ii_: NOV 17 100 10:00 PAGE.002 PLAN REVIEW COVER SHAT ADDRESS: / Z OWNER'S NAME: PROJECT TYPE. NEW: ADDN: HCAD#: HTE LOC#: FLOOD ZONE: Y/N CERT/STANDARD SITE PLAN NEEDED: / Y F101 RESOL. APPLICABLE: U. V. REQUEST NEEDED: ADDRESS REQUEST NEEDED: CULVERT REQUEST NEEDED: FLOOD PEPJMT NEEDED: W/S FEES APPLICABLE: _ TAXES UP TO DATE: SUB/DATE RETURNED DATE OF REVIEW: INSPECTOR 1. CURRENT INSURANCE CERT. (if applicable) OK OWNER OR CONTRACTOR NOTIFICATION DATE TIME yw- p NAME OF PERSON CONTACTED 109H - pew f, - S24v( A , L e'f�E v�jr�ll &CPSwv\ spaQims\PLAN REVIEW COVER S=IcOM.doc 0 ORIG ATION: INI•r, JW INSPEC110NDEPT. bWA� O ENGINEERING DEFT. SUBMITTAL DATE: Zjg:78i4159 rrwwwwr�wwrRrrwfrwrffrrrTO ] APPLICANT NAME/COMPANY: CONTRACTOR/REP- MAILING ADDRESS: CITY OF LA PORTE ADaarsa r ADDRESS REQUEST FORM TKGA,4 PEmf—SQ IlvmN OF PROPERTY: (�� 'LOT(S): OTHER LEGAL DESCRIPTION: Jt� HCADr 4�-1S rrffwwrwrfrwrrrwffffr PHONE NO: wx- ME FAXIALT: SUBDIVISION: l `9A/./ 1 - PURPOSE OF REOUEST• STATUS OF REQUEST: ATTACHMENTS: O RESIDENTIAL A PERMANENT U PROPERTY SURVEY x COMMERCIAL/INDUSTRML O TEMPORARY �( BLOCKMAP O ELECTRICAL SERVICE O SUBDIVISION PLAT O OTHER: 0, OTHER: rfffffrfrffffrRffffrfffffff"F�O1R CITY STAFF USE ONLY w*f**ff*wwwwwrf**ffRrwRffwfrr ADDRESS ISSUED: STREET NAME: H.T.E. ID#: APARTMENT NUMBER: - COUNCIL DISTRICT: CITY SECTOR #: ZONING !� FLOOD ZONE: ISSUED BY: �Y DATE: i z' 11 �po td ,RELIANT ENERGY / HL&P APPROV BY / DATE: 2)1 1 �oo DATE DEPARTMENT MAPS ✓ BY / DATE: 1 n TERED INTO H.T.E. LAND MANAGEMENT BY / DATE.12 COPY TO INSPECTION BY / DATE: Z ov COMMENTS: S:\CPShare\AddressRegForm.doc rev. date: 1/18/2000 owk vo.w BA S. H. 225 31.2540 15 •OW AC. 14A 040-irr-Col..o ---------------- 00.0 Ac. P STREET — --------- 1 14A-1 150.30(C) 14 044-177_001.00, 14B AC. 1?90 Ac. 'ORTt OUILOTS ----------- $02 UNION PACIFIC RAILROAD FORM 240M (Rev. 3-94) OFFICE OF V.P. ENGINEERING OMAHA,NEBRASKA PROJECT: LA T . z SHEET NUMBER OF W.O. CALCULATED BY /7�fn Arr- DATE CHECKED BY DATE FILE NUMBER $rR•+Ncl Y+RD • • • UNION PACIFIC RAILROAD FORM 24M (Rev. 3-94) OFFICE OF V.P. ENGINEERING OMAHA,NEBRASKA PROJECT: �r_ Coe STp"4gE ThNKS �A�oaT� TX SHEET NUMBER I OF W.O. CALCULATED BY 3ENu t7 Kalae,23 DATE 0-20-oO CHECKED BY FILE NUMBER DATE NOTES: I I I I I I I I I I I 1 1 i I I ) I III 1 1 1 ah itip In 11 II I I I I OFiw of ril --%-- SP.c✓�cE+- -- —771INkll.'E�Y—ar _I--- 1 I L I 1 I INI�HI � �F+ I` FT N_I�t34RcltiEN_T_y_--- _ / JCLJ.MCI 1-_I'LL 1 JLlf'EC—D— __/'/'J.F/_TS U.RE.I� .RJM _ J. —_ / �I — �! ' j I �ULUME I I- C'FL 1 LTL._lkoF _• _ �_I � (_�}i�i•F_G1T Y__/_�7 �/e_E/!fL/j✓.-� " i I ��j—� I � �- i--�- I 1 ;r C�('i�<F of 5 Uoo, �`J✓�-L� hW. �-- VIF /�`t.�c.o.1.JNS -2 T fy11�.1I/��LE_T� ��. 41.T_4_ .r �ON� T✓ dU-117I I � 177 41 .__FL_ _ FH I I II IIIII IIII 1 A- - - - _ - _- - -- _ 3" MIN TANK SCALD Materi®Iso. A Cast- 1 n- P i ace Concrete 20' - 0" 20' - 0" 20' - 0" # 8 REBAR @ 9" OC EW FOUNDATION SECTION (TYP) TANK FOUNDATION PLAN SCALE:3/g"= 1.-0" S- 11 11 S-_ 1. 1 I. Exposed surfaces shall be formed in a manner which will produce a smooth and uniform appearance without rubbing or plastering, Exposed edges of 90 degrees or less shall be chamfered 3/4" x 3/4" unless noted otherwise. The top surface of the concrete shall have a smooth finish free of all float or trowel marks. 2. Concrete mater i a 1, p I ac i ng and cur i ng sha I I be per current A. R. E. A. Spec i f i cat i ons, Chapter 8, Concrete, Structures and Foundations. 3. All concrete shall have a minimum compressive strength of 4000 lbs. per square inch at 28 days. 4. Furnish all rircteriols and incidental materials not shown but required. 6, Anchor Bolts I. Anchor bolt location and diameter will be determined by tank manufacturer. Anchor bolts shall be of A-36 threaded rod and epoxy grouted in place with Sikadur 359 H1-Mod LV two part epoxy grout (or equal). 2. Embedment depth to be 5 Inches min. CONCRETE TYPO NO SCALE VULCEM BACKER ROD f I i I" EXP JOINT iff"m jzilf NOTE: 1. VULCEM IS A DIESEL FUEL RESISTANT, SELF -LEVELING JOINT FILLER. C. Reinforcing Steel BILL OF MATERIALS REQ'D UNIT DESCRIPTION 19.76 CU YDS CONCRETE W/28 DAY STRENGTH OF 4000 PSI 5623 LBS ESTIMATED WEIGHT OF REINFORCING STEEL REINFORCING SCHEDULE MARK REQ'D SIZE LENGTH SHAPE 801 108 1 " D I A 19'-6" 10" CONCRETE SLAB GRADE LO # 8 REBAR Q 9" OC EW 0 s in 0 ENGINEERED GRANULAR FILL i f- COMPACTED SUBGRADE SOIL It FI•_ / i1 SCALE: 3/4"= 1 ' - 0" NOTES: I. EXCAVATE SOIL TO 1'-0" BELOW GRADE AND COMPACT SUBGRADE SOIL. 2. FILL WITH 7" OF ENGINEERED GRANULAR FILL. 3. POUR SLAB ON TOP OF FILL SO 5" OF SLAB IS CONCRETE ABOVE GRADE AND 5" OF SLAB IS BELOW GRADE. S- I. 1IS- I. 1 I. Reinforcing steel to be deformed, new billet bars per current ASTM A-615 Specifications meeting Grade 60 requirements with a yield stress of 60,000 psi. 2. Fabrication of reinforcing steel shall be per, Chapter 7 of CRSI Manual of Standard Practice. Dimensions of bending details are out to out of bar. 3. Reinforcing steel is to be blocked to proper location and securely wired against displacement. Tack welding of reinforcing is prohibited. Minimum Concrete cover of reinforcing shall meet current AREA Specifications. 4. Unless noted otherwise, all reinforcing steel shall have 3" minimum clear cover shown in contact with soil. Otherwise cover shall be 2" minimum clear cover. 5. All structural steel and anchor bolts, except as otherwise noted shall conform to the requirements of ASTM A-36 with a minimum yield stress of 36,000 psi. 6. Furnish all materials and incidental materials not shown but required. APPROVED FOR CHIEF ENGINEER --DESIGN i 1 NOVI 2 2 2000 S- 1. I S- Ire I '0V C1�41 �/2. 1/2' IF THIS BAR DOESN'T SCALE TO I' THEN THIS DRAWING IS NOT TO SCALE I DATE REVISIONS UNION PACIFIC RAILROAD CO. OFFICE OF CHIEF ENGINEER --DESIGN ACILITY: LA PORTE, TEXAS STRANG YARD DIESEL TANK FOUNDATION DRAWN BY: BDK DWG. SEQUENCE FILJNUMBER CHECKED BY: JSH I Of I txst DATE: 08/16/00 SHEET NUMBER C E SCALE: AS SHOWN S_Io ( S I 1 WORK ORDER: DRAWING PATH:I:\mec02o36\tx\strung\tank-00\txstsll.dgr DATE PLOTTED:10/5/00 GAUGE FILL DRAIN CON 00 I I �' LADDER STORAGE TANK PLAN SCALE: 112H LETTERS TO BE 3/4" HIGH O I i-2 O O 22" 112" I m_r O I ®� O O O O"-/ MANUAL 10" ROOF FLANGE jv�; ` UN I ON ....... , HAND RAIL I STEE:_ PIPE — __, U BOLT aG#: I L PIPE. SUPPORT VA: VE - ( 3 R i' D) STANK SHELL n U - 18 NPT PIPE TAP LABEL TOP OF LID "HIGH - HIGH LEVEL FLOAT" - 900 R POINT it X3A" REDUCING COUPLING :LDED THROUGH BLIND FLANGE 'GH - :GH >.EVE: HIGH - HIGH LEVEL---------;-:=mm- :+.:-=----------------- w UB E E!E / 2- '/i 0 L A i S N"FOR HIGH-HIGH LEVEL FLOAT i NO SCALE M- -1. 1 1 M- 1. I _..-- OWNER SUPPLIED OVERFILL VALVE, PIPE, AND FLOAT. OSHA Sj LADDER MAX UlA GENERAL NOTES: I. SINGLE WALL TANK CONSTRUCTION TO CONFORM TO UL 142, 8 API 650 APPENDIX E FOR SMALL CAPACITY TANKS, AND API 650 FOR FIELD ERRECTED. THE NUMBER 8 DESIGN OF TANK ANCHOR POINTS SHALL BE PER API 650 APPENDIX E. THE NUMBER 8 DESIGN OF LIFTING LUGS SHALL BE DETERMINED BY TANK FABRICATOR. THE ACCESS LADDER SHALL BE PROVIDED WITH BOTH AN OSHA COMPLIANT FALL PROTECTION CAGE 8 A SLIDE BAR. 2. LABEL TANK PER NFPA 704 WITH 4" HIGH NUMBERS. STUNAGE TAiN,r-#\ ELEVATION- 2E TANK FITTING SCHEDULE TANK NO. CONNECTION TYPE SIZE tIN) FLANGED OR THREADED LOCATION T FROM FLOOR ROOF OR ANGLE [O'RS SHELL (DEGREE) SHELL TO NOTES 25,000 GALLON DIESEL FUEL ( 12' - O" x 3O' - O" HIGH) INLET ( FILL) 4 F 5 270 1'-0" OUTLET (SUCTION) 6 F S 315 I. -Olt SPARE 6 F 5 90 1'-0" WITH BLIND FLANGE WATER DRAW -OFF I T S 255 0'- 1y2" WITH PLUG MANHOLES I -SHELL 24 F S 180 2'-0" BOLTED 3-ROOF 24 F R CENTER OF ROOF BOLTED WITH VENT PIPE VENT 4* F R CENTER OF ROOF CENTERED ON MANHOLE LID EMERGENCY VENT 10* F R 170 3' -0" GAUGING I- ELECTRONIC 2-BOARD 3 F R 240 1 ' -6" TAPPED WITH 3/4" NPT FOR MTS GAUGE T (3) R 290 1'-6" VAREC MODEL 6700 STANDARD SERVICE LEVEL INDUCTOR 3- HATCH 4 F R 180 1- - 6" SEE NOTE 5 BELOW OVER FILL FLOAT 10 F R 270 1'-6" FOR HIGH -HIGH LEVEL SHUT OFF LEVEL SETTINGS LOW HIGH HIGH -HIGH 1 '-6" 5% 27' - 0" 90% 28'-0" 93% * = AS REQUIRED FOR EQUIPMENT OR UL/API STANDARDS TANK NOTES: I. ELECTRONIC GAUGE: MTS SYSTEMS CORPORATION M-SERIES ANALOG LEVEL GAUGE STAINLESS STEEL CONSTRUCTION, NITROPHYL FLOATS FOR PRODUCT LEVEL. RIDGED GAUGE FOR PROBE LENGHS OF 25'-0" AND LOWER. FLEXIBLE GAUGE WITH BOTTOM FIXING MAGNETIC FOR GAUGES LONGER THAN 25'-0". SINGLE CHAMBER ENCLOSURE, SINGAL 4-2OmA CONTINUOUS OUTPUTS. 2. MECHANICAL GAUGE: WHESSOE VAREC $700 OR EQUAL BOARD GAUGE. ACCURACY + I INCH, INDICATION IN FEET AND INCHES, ALUMINUM BOARD WITH VINYL FACE, COMPLETE WITH ALL MOUNTING AND ANCHORING HARDWARE. 3. HANDRAIL AROUND TOP OF TANK SHALL EXTEND 900 ON EACH SIDE OF LADDER. 4. TANK ANCHORAGE SHALL BE DESIGNED BY THE MANUFACTURER TO MEET SEISMIC AND WIND LOAD. REQUIREMENT OF THE LOCATION PULL FORCE PER 3/4" ANCHOR BOLT SHALL NOT EXCEED 6,000 LBS. 5. VAREC MODEL 43 GAUGE HATCH OR EQUAL WITH 4" SPARKPROOF COVER �\p��G col of 1/2 ° V2. IF THIS BAR DOESN'T SCALE TO I' THEN THIS DRAWING IS NOT TO SCALE IOa DATE REVISIONS UNION PACIFIC RAILROAD CO. OFFICE OF CHIEF ENGINEER --DESIGN FACILITY: LA PORTE9 TEXAS STRANG YARD DIESEL STORAGE TANK DRAWN BY: JAM DWG. SEQUENCE I FILE NAME CHECKED BY: BWR I 0f 2 txstml I. dgn APPROVED FOR CHIEF ENGINEER --DESIGN DATE: 08/16/00 SHEET NUMBER C E NUMBER SCALE: AS SHOWN 113,239 WORK ORDER: DRAWING PATH: 1:\mec02a36\tx\strang\tank _00\txstmll.dgr DATE PLOTTED:10/5/00 r� SUPPORT SCHEDULE A % B %4 " X I %4 " C I" PIPE SIZE "B", BENT TO MATCH 0. D. W/ GASKET MATERIAL "A" X 8" LONG THREADED 6.ROD, CUT IF REQUIRED "A HEX NUT "A" STD. WASHER (TACK WELD IN PLACE) DETERMINE "C" SCH. 40 PIPE IN FIELD -X6 _J . a 3/8" GALV STEEL PLATE- 10" X 10" EPDXY GROUT IN PLACE PIPE SUPPORT TYPE I NO SCALE M- I. 2 M- I. 2 COMMERICALLY AVAILABLE PIPE SUPPORTS OF SIMILAR DESIGN, MAY BE SUBSTITUTED. GRINNELL FIGURE 192 OR EQUAL DIKE WALL TOE "A" HEX NUT DETERMINE IN FIELD- 2' - 6" DEPTH ( 2. 0 CU. FT) PIPE SIZE "B", BENT TO MATCH 0. D. W/GASKET MATERIAL Y66 ROD,X CUT IFFNREQUIREDED "A" STD. WASHER (TACK WELD IN PLACE) "C" SCH. 40 PIPE STD. PIPE 12" AUGERED HOLE q DIKE WALL DIKE WALL SITE AND PIPING PLAN SCALE:Y6"= I'-0" NOTES: I. KEEP AND UTILIZE EXISTING PIPE SUPPORTS WHERE POSSIBLE. 2. ANCHOR BOLT LOCATION AND DIAMETER WILL BE DETERMINED BY TANK MANUFACTURER. ANCHOR BOLTS SHALL BE 3/4" DIA OF A-36 THREADED ROD AND EPDXY GROUTED IN PLACE WITH SIKADUR 35, HI -MOD LV TWO PART EPDXY GROUT (OR EQUAL). EMBEDMENT DEPTH TO BE 5 INCHES MIN. VALVE LIST NO. SIZE TYPE 2 4" GATE VALVE 2 6" GATE VALVE 2 q" OVERFILL PREVENTION VALVE BLOCK FOR SUPPORT NOTES: A. GATE VALVES SHALL BE RISING STEM, 150# CLASS FLANGED CAST STEEL BODY WITH SOLID DISC, BRONZE MOUNTED, TEFLON IMPREGNATED PACKING AND TWO PIECE PACKING GLAND ASSEMBLY. B. PIPE SHALL BE SCH. 40 ASTM A53 GRADE A OR B OR API 5L GRADE B, SEAMLESS OR ELECTRIC RESISTANCE WELDED. PIPE SUPPORT TYPE 2 2 NO SCALE M- I. 2 M- I. 2 COMMERICALLY AVAILABLE PIPE SUPPORTS OF SIMILAR DESIGN, MAY BE SUBSTITUTED. GRINNELL FIGURE 192 OR EQUAL U BOLT FROM FILL VALVE TANK LEVEL DISPLAY PANEL (MOUNT NEXT TO UNLOAD PUSHBUTTON) TO DIESEL FUEL - ---------E- - - - - -- UNLOADING SKID 120V POWER SUPPLY i � I U- ELECTRICAL FROM E o LEVEL GAUGES PPROX MANUAL TESTER — 10" ROOF FLANGE 3/4" UNION HAND RAIL STEEL PIPE PIPE SUPPORT ( 3 R EQ' D ) - 1-0 r� DIKE WALL TOE 4" DFS— TO DIESEL FUEL DISPENSING 3/4" PILOT PIPING OVERFILL PREVENTION VALVE OS8Y GATE VALVE DIESEL FUEL FILL RAISED FACE FLANGE FLAT FACED FLANGE FILL CONNECTION DETAIL NO SCALE - 18 NPT PIPE TAP LABEL TOP OF LID HIGH- HIGH LEVEL FLOAT" 3/4" COUPLING WELDED THROUGH BLIND FLANGE HIGH - HIGH LEVEL FLOAT PILOT TAN;: SHELL HIGH - HIGH LEVEL-- ----- ------ 0i 3/8" DISCHARGE DROP TUBE W/ 2-%4"DIA HOLES NEAR TOP HIGH -HIGH LEVEL FLOAT�� 5 txo lc;i ®1 i\Nt M- 1. 2 M- I. 2 co c1z CALL BEFORE YOU DIGI Amok I/2 . I/2 � ----- IF THIS BAR DOESN'T 1-800-336-9193 SCALE TO I' THEN THIS DRAWING IS NOT TO SCALE / I NO. DATE I REVISIONS UNION PACIFIC RAILROAD CO. OFFICE OF CHIEF ENGINEER --DESIGN LA PORTE? TEXAS STRANG YARD DWG TITLE: NO SCALE S ""-'•2 SITE B PIPING PLAN OWNER SUPPLIED OVERFILL VALVE, PIPE, AND FLOAT. DRAWN BY: BDK DWG. SEQUENCE FILE NAME CHECKED BY: BWR 2 of 2 txstml2. dgn APPROVED DATE: 08/16/00 SHEET NUMBER C E NUMBER FOR CHIEF ENGINEER --DESIGN WORK ORDER: scaLE: As SHOWN M- 1. 2 1139239 DRAWING PATH:I:\mec02c)36\tx\strung\tonk-00\txstml2.dgr DATE PLOTTED: 10/17/00