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Home My WebLink About1901 HWY 146_02-0304___________:; ,; ,.; '�r ti u '.. MEN City of La Porte Memo TO: Tommy Carpenter Frorm Carlos E. Martinez CC: Reagan McPhail IDat aiaaooz Rm Trans Gulf Parking Lot Tommy: As per your request, I visited the above referenced site and met with Mr. Snyder, the contractor in charge of placing the reclaimed asphalt material parking lot. Mr. Snyder showed me a test procedure he performed on a sample of the material, and how he determined that there is a very low percentage of base material attached to the asphalt, and tested the road surface by riding his 14on pick-up truck and turning at a high rate of speed and showed nodust flying around it. This makes me determine that the parking lot surface was actually built with a dustfree material And in fad the parking lot is dust free. If you have any other questions or concerns, pleasefeel free to call me. City of La Porte s � � OF ADDITIONS or CORRECTIONS EI D• NOT REMOVE JOBAtlDRESS DATE 3,,?-6o THIS JOB HAS NOT BEEN COMPLETED r The following additions or corrections shall be made ll before the job will be accepted r: l vST It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 281-471-9662. For additional information call 281-471-5020, Ext. 259 PRESS HARD - USE BALL POINT PEN RPO " 4W.L j M NOTES r Y , WHILE YOU WERE AWAY FOR DATE TIME-tl P.M. M PHONED OF ❑ FAK RETURNED PHONE OMoeiu: — YOUR CALL AREA CODE - NUMBER EXTENSION PLEASE CALL MESSAGE WILL CALL AGAIN CAME TO T SEE YOU WANTS TO SEE YOU SI E FORM 4002 NOTES' ; 11 14 1y CERTIFICATE OF OCCUPANCY DATE COMPLETED MARCH 27, 2002 THE CITY OF LA PORTE This Certificate issued pursuant to the requirements of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. Project: 02-304 Proposed Use COMMERCIAL Occupancy Type: B Construction Type: IV/PARKING LOT Flood Zone X Property Owner: TRANS GULF TRANSPORTATION INC Address: 1901 S H 146 N City: LAPORTE State: TX Zip:77571 Project Address: 1901 S H 146 N LAPORTE TX 77571 p.: ISSUE DATE: MARCH 27, 2002 3 Q%-OZ Date ********POST IN A CONSPICUOUS PLACE******** V / COMMERCIAL (W & S) •:rJRK ORDER # 11J< DATE �l3-aa NEW. ADDITION ADDRESS f �f O I LEGAL DESCRIPTION P, `5 e '' II !\ ' OWNER PH# L -f �C�y' OSo a CONTRACTOR d N 6 . PH# DATE ADDRESS REQUEST (COPY REC/D FROM ENGR,) . Lv- ZONING CLASSIFICATION (, ) FLOOD ZONE (PER ENGINEERING). ( ) -� oC BLDG. PLANS SUBMITTED WATER FRONT FT. FEES aFk"ucABLQ SEWER FRONT FT. FEES (m ArrucABLm WATER TAP (wArrucABua SEWER TAP (w m7ucAeu) BUILDING PERMIT ELECTRICAL PERIVIIT TEMPORARY POWER POLE PLUbIBING PERNIIT: bIECHANICAL PERMIT UTILITY EXT. AGREEMT REC'D? Y OR N PLANS REVIEWED BLDG. PERMIT RELEASED FOR ISSUANCE PERMTT# FEES PAID ,ov REVWM a%cm f i&. c cti .in is rFNS>'EC<LION w yA,y�T�E�RESULT s '10M �IlVSPEGTOiz S ��14IA3tK� GROUND PLBG. SLAB FLOOD ZONE "AE": (YES) OR (NO) I[ Yes, elevation certificate prepared by surveyor must be,provided to City 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 4- -0 2 l�lb- �� D1ZIV WALK FAXED HL&P ELECTRICAL FINAL FAXED HL&P T-POLE CALLED ENTEX GAS TEST SEWER TEST FINAL p TC 3- tip -M 3,l--D0- TC U-91 City of La Porte P.O. Box 1115 La Porte, Tx 77571 (281)471-5020 ext 259,286 INSPECTION LINE ****BUILDING PERMIT**** -------------------------------- Application Number . . . . Property Address . . . . . HCAD Number . . . . . . . . Application description . . Subdivision Name . . . . . Property Use . . . . . . . Property Zoning . . . . . . Application valuation . . . Owner ---------------- 02-00000304 1901 N HWY 146 064-222-000-0014 DRIVEWAY STAASHEN REAL VACANT RES IND - LIGHT 142080 471-9662 IN CITY Contractor ---------------- Date 3/13/02 ------------------------ ------------------------ TRANS GULF TRANSPORTATION SNYDER BROTHERS CONSTR INC 1901 HIGHWAY 146 N PO BOX 760 LA PORTE TX 775713293 LA PORTE TX 77572 (281) 470-1932 -------------------------- Construction Type . . Occupancy Type . . . -------------------------- Permit . . . . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . Structure Information ------------------------- . . . METAL FRAME (TYPE IV) . . . BUSINESS -------------------------------------------------- BLDG PERMIT -DRIVEWAY ADDITION TO PARKING LOT 589.00 Plan Check Fee .00 3/13/02 valuation . . . . 142080 9/09/02 Qty Unit Charge Per Extension BASE FEE 460.00 43.00 3.0000 THOU BLDG - 100,001 - 500,000 129.00 ---------------------------------------------------------------------------- Special Notes and Comments' 1 AS PER SITE PLAN 2 CALL FOR INSPECTIONS (ADDITION TO PARKING LOT) Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged 589.00 .00 589.00 Paid 589.00 .00 589.00 Credited .00 .00 .00 Due OF CONTRACTOR OR AUT RIZE AGE DATE (APPROVED BY BUILDING OFFICIAL AU RIZED GENT DATE .00 .00 .00 MAR-12-2002 11d23 FROM: TO:i 570758 P.001i001 OHNOWN MAR.1 2 2002 City of La Established 2892 . 281471.5020 Hxt 259 *F,(echical •Phtm6i3�_ Owtlera Name:_GV i F 7?,,.s F74mryr410 rme- Aow W / 1(7 D O SCE O Street city_ zip Contractor r-1L pos. Co,v —,fiocr?&d eou. J-3l q7b /231 �{ Addrm&- A '� 7S7 I strtec F.ttginec F -rgDA4 A66d IE -sop- C . Banding se �1�J'�aN %O �i�Rl�/�!G L O�sq. Poop« ' u sw:la_ vahtatl g Detcibo Work f Ae4wr, �e 7 0=*ancy Type Flood znnc cammicaoa Type � use zoao� Co=ncrcial Buildings Platte 2WI-Ftro bjAMbel Approval__ Chechcd/Approved for Iuwace F Sq. Ft smrip %�a:fansRccL! �nar� z TaxdAk 6: if $CAD �zl�—. Z2 z — X6'0— Pumilt No. o a _ ;�o� Petmiffee sivm. t wim. W4 W. Fairmont Pkwy: •' La Porte. Texas 77571 (281) 471.5020 71 SOOS S t 9AM v'; Rebecca Spann Safety Director 1901 North Hwy. 146 PHONE: (281) 470-0500 (ext. 60) La Pone, Texas 77571 (800) 259-5200 E-mail: becky,@Imnsgul0mns.com FAX: (281)471-5282 - n r MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM Development Name: —r "' q,-%✓1 G �/� Address: l 9 0/ CLP Project No. 0 02 - 8 a a Date Project Reproducible Received: Date Reproducible is Forwarded to Director for Signature: Date Reproducible is Filed in Drafting Div.: 3- / - o-2 3-4-oa 3 - 8- o-Z Date Release Form Provided to Inspection Services Div.: 3 - S - o,? The site plan for the proposed project has been approved and released by the Planning Department. The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEASE FORMIN CON= UC77ON JOB FILE S:\CPShare\1nspect1ons\SrrE PLAN RELEASE FORM.doc 01-2000 Rev. HARRIS COUNT), '•UBLIC INFRASTRUCTUR- 7EPARTMENT ENGINEr nING DIVISION - PERMIT "AOUP COUNTY AUDITOR'S FORM #197 RARRIS COUNTY, TEXAS RECEIPT NO. 0102251-0 HARRIS COUNTY ENGINEER'S OFFICE - PERMIT DIVISION PAGE: 1 PERMIT AND SERVICE REQUEST RECEIPT RECEIPT DATE: 03/07/02 THIS RECEIPT IS ISSUED TO ESOR CONSULTING ENGINEERS INC AND IS A RECEIPT FOR PAYMENT OF SERVICE REQUEST(S) AND/OR PERMITS) LISTED BELOW: DRIVEWAY WITH CULVERT FOR OTHER THAN SINGLE FAMILY REQUIRED.INSPECTION(S): CULVERT FINAL INSPECTION DRIVEWAY FINAL INSPECTION TOTAL PERMIT FEES: DRIVEWAY - CUliVERT-PERMIT-NO. 3-0102924-6---::7 1901 SH 146-N— DRIVEWAY WITH CULVERT FOR OTHER THAN SINGLE FAMILY REQUIRED INSPECTION(S): CULVERT FINAL INSPECTION DRIVEWAY FINAL INSPECTION TOTAL NON -CASH: 280.00 CHECK NO(S): NON -CASH I.D.: 033836 ORGANIZATION 208 PROGRAM 635 TOTAL PERMIT FEES: SUB -TOTAL PERMIT FEES: RECEIPT TOTAL: 100.00 20.00 20.00 140.00 100.00 20.00 20.00 140.00 280.00 BY: OKI o �ml ORIGINAL HARRIS COUNT" nUBLIC INFRASTRUCTUI ' DEPARTMENT ENGINI1 . [ZING DIVISION - PERMIY- vROUP REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION OF DRIVEWAYS AND CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT STATE OF TEXAS PERMIT DATE: 03/-07/02 COUNTY OF HARRIS PERMIT NW3ER:=3 _O10 923=� EXPIRATION DATE: 09/03M This Permit is issued to ESOR OO7SULTLNG ENGIN= INC , is not transferable and is effective immediately. This permit authorizes the permittee to construct a driveway and/or install a culvert as defined by the application and plans, submitted to the O�mty II7gineer in sort of this permit. Oonstruct3� mist begin within six (6) rtrmths anti be leted.wi n nine (9) months from the date shown hereon. Authority for issuance of this Permit is derived from the Harris County Road Law (Section 2 of Acts 1913, 33rd Leg., ch. 17, Tex. Gen. Laws p. 64) as amended. Harris County has not examined title to the site designated in this Permit nor has Harris County determined whether the construction described in this permit is in violation of or oontrary to any deed restrictions or covenants applicable to the said site. The determination that the driveway or culvert to be constructed is not in violation of any deed restrictions or applicable covenants shall be the responsibility of the permittee. This permit is issued for the paid installation or construction at the location shown belay and to the named pe tree, in oorvsideraticn of permrttee's representation to Carmissionere' Court of Harrdis Canty, Texas, that the construction of the driveway or the installation of the culvert and dri when applicable, will be in strict conformi with the plans and information filed the LFxuity Engineer as part of the permi application. 1901 7 Ir a r• • s;• a=r• SINGLE I r• a r• • o• u r• E•FLEX-BASE CULVERr REQ.... LENGIH: 55 feet DIAMETER: 18 inches • r & GROOVEREINFORCED C ••ETE PIPE (NEW • i The permittee is onnotice that failure . to oortply with the pernu't will result in enforcement p nq before Car dssicners' Court and for injunctive action, or both, at the discretion of Oarmissicners' Court. If the permittee wishes to deviate from the information on file with the County Engineer, he must file supplemental plans with the County Engineer to secure the County Elzgrrreer' s approval of the � orange prior to ru u *g Under the Regulations of Harris County for the Construction of Driveways and Culverts on County Easements and Rights of Way, the County Engineer or his representative will inspect the work in progress. Arwork which does not cmply with plans and other Ormation, if any, on file with the application, will be corrected Thder_ penalty of havu�q this ppee t or revoked. NO REFUND IS ALLOWED ON EXPIRED, ID CANCELID PERMITSROR ON A INSPECTIONS THAT MAY HAVE BEEN 00NDICI'ED. The permittee is responsible, for notifying the County Engineer calling the telep�e number listed below forty ,eight,(48) hours before work rs o progress and culvert installation shall not b� in until after grade or reference stakes have been set and all other inspections required by the County Engineer or his representative have been made. REPORT ALL VIOLATIONS TO O=i?IY ENOMM, AT (713) 956-3036. / Permit Manager • 71• 1 71 •• HARRIS COUNT" --'UBLIC INFRASTRUCTUF , DEPARTMENT ENGIN�,r RING DIVISION - PERMI t t;ROUP REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION OF DRIVEWAYS AND CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT S= OF aX PERMIT r• 036,07 1 •r • r•.. •�' 1 •�• 1923-3 El• i• • v •• 09/03 1 1901 - DRIVEWAY CULVERT •• OTHER THAN1 HFAMILY 1 • /• REQ.... it CULVERT REQ.... IaUM: 55 feet DIll=: 18 inches low ? ;Fvm 4 IQ 41 w a0- • 944 •_ �r.;:�•illai 7air� ai: •�r ••.,r, a1r � ua. •u W"A14.1olr711t,Q9yY_01y( �Q� 7DW�glr- • r�r 1 t• a • r 1 1 vo • DMI • I 1 •• •• D1• C• • r r• � v:1• A7• :0•,•1• • ••• r •9ID • 1• 7• 1 I •7•' 1•:lr 9• 1 •l IU •• 1 • • 71- Pezmit Manager 90: u1 Yr71 •• HARRIS COUNT" `UBLIC INFRASTRUCTU.7` DEPARTMENT ENGIN] [ZING DIVISION - PERMI i uROUP REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION OF DRIVEWAYS AND CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT STATE OF TEXAS )( PERMIT DATE: 03/07 02 O3UNIY OF HARRIS )( PERMIT NUMBER: 3-010 923-3 EXPIRATION DATE: 09/03 02 This Permit is issued to ESOR CMGMTING ENGINEERS INC is not transferable and is eff�ctiye i.mnediately. This p��ut authorizes the permittee to construct a driveway and/or install a culvert as defined the lication and plans, suatmitted to the County Engineer in suort of this permit. truapipon must begin witYun six (6) rtonths and be leted,rrithin nine (9) months fran the date skxrvm hereon. Authority for issuance of this F�rmit is derived frtm the Harris Connty Road Iaw (Section 2 of Acts 1913, 33xd Leg•, ch. 17, Tex. Gen. Laws p. 64) as amended. Hams County has not examined title to the site designated in this Permit nor has Harris Oounty determined whether the construction described in this permit is in violation of or contrary to any deed restrictions or covenants applicable to the said site. The determination that the driveway or culvert to be constructed is not in violation of any deed restrictions or applicable covenants shall be the responsibility of the permittee. This permit is issued for the ppaaiid installation or construction at the location shown below and to the named peg ttee, in consideration of permittee's representation to Cormuissioners' Court of Ha cos County, Texas, that the constriction of the driveway or the installation of the culvert and driveway' when apppplicable, ,will �' in strict conformity with the plans and information filed with the aunty Engineer as part of the permiE application. M SURVEY - •mr ENOC14 1901 ti DRIVEWAY 71• FOR • M THAN SnIKIEFAMILY DRIVDM • 9•WIDTH: FLEX - CULVERT REQ.... 7 feet DIAMETER: inches •: G C•�OREINFORCED• ••' ••EIE PIPE (NEW •' I is to ... , on file with the Ocounty Engineer, h leer to secure the County Fhgineer' s .th the permit will result in or injunctive action, or both, tee wishes to deviate fran the e supplemental 'plans with the of the change prior to beginning Under the Regulations of Harris County for the Construction of Driveways and Culverts on County Easements and Rights of Way, the County Engineer or his representative will the work in progress. pry work which .does not comply with plans and other i�nvtooinnng,at�g if any � on filth the or reappppliiccation, will REFUND IScor AID u EXPIRED, VID oof CANCC�C,ID PERNffTS OR ON INSPECfICNS THAT MAY HAVE SEEN O PED. The permittee is responsible, for notifying the County Engineer calling the telephone number listed below forty ,eight,(48) hours before work is o progress and culvert installation shall not beErin until after de or reference stakes have been set and all other inspections required by the County �ineer or his representative have been made. REPORT ALL VIOLATIONS TO QJL m ENGIIffii, AT (713) 956-3036. ADDENDUM ATTACHED f, Permit Manager JOBSITE COPY HARRIS COUNT? PUBLIC INFRASTRUCTUI DEPARTMENT ENGlNtr,itING DIVISION - PERMII uROUP REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION OF DRIVEWAYS AND CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT STATE OF TEXAS )( PERMIT DATE: 0307�02 OaR,TIY OF HARRIS ) ( PERMIT NL14MR: 3-610 923-3 EXPIRATICN DATE: 09/03 02 LWW - BRINSCN, a•• 1901 ti Epjvaw WITH CULVERT FM OIBER THANG u DRIVEMY • a• u MATERIAL: cuLvERr • a• a • ETER: 18 inches TYPE: M4UM . r.•.••M REINFORCED •rCaD •• ••= PIPE (NEW •: i r- ar fir• �ggym a • SPECIAL REWIREMENM Permit Manager HARRIS COUNT" nUBLIC INFRASTRUCTU] DEPARTMENT ENGINLr RING DIVISION - PERMII vROUP REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION OF DRIVEWAYS AND CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT STATE OF TEXAS )( COUNNPY OF HARRIS ) PERMIT DATE: 03-/07/_02� <PERMIT_NU43ER-3O10 924-6 EXPIRATION DATE: 09/03/02 This Permit is issued to ESOR CONSULTING EMINEERS INC is not transferable and is effective immrnediately. This pernit authorizes the permittee to construct a driveway and/or install a culvert as defined �y the application and plans, sutmitted to the County Engumeer in s3ulIp�poOrt� of this permit. �nstruct3on must begin within six (6) months arum be cleted,vnthin nine (9) mtfmths from the date shown hereon. Authority for issuance of this Permit is derived from the Harris Oounty Road Law (Section 2 of Acts 1913, 33rd Leg•, ch. 17, Tex. Gen. Laws p. 64) as ammermded. Harris County has not examined title to the site designated in this Permit nor has Harris County determined whether the construction described in this permit is in violation of or contrary to any deed restrictions or covenants applicable to the said site. The determination that the driveway or culvert to be constructed is not in violation of any deed restrictions or applicable covenants shall be the responsibility of the permittee. This permit is issued for the ppaai�d installation or construction at the location shown below and to the named pe ttee, in consideration of,ttee's representation to Commissioners' Cant of Harr s County, Texas, that the construction of the driveway or the installation of the culvert and driveway, when apppplicable, will be in strict the 't with the plans and information filed with the aunty aygineer part pew application. SURVEY - BRINSON, 7 •• 1 DRIVEWAY -WITH CULVERT FOR OTHER THAN SnME FAMILY w a I• • o• u nI �--. FLEX -BASE CULVERT REQ.... 7N feet • I 71• • inches • r GROOVE1 • • 911 w: C= PIPE (NEW • I The permittee is onnotice that failure to ccoummp�ly, with the ppeern it will result in enforcement p before C<mmissionersI Court and for injunctive action, or both, at the discretion of ssioners' Court. If the penuttee wishes to deviate from the information on file with the County Engineer, he must file supplemental 'plans with the CounEngineer t,g; neer to secure the County t Rg „Par' s approval of the ; change prior to beginning ng Under the Regulations of Harris Oounty for the Construction of Driveways and Culverts on County Easements and Rights of Way, the County Engineer or his representative will inspect the work in progress. Army work which does not eoply with plans and other h9avo1frnm qthri, ifppeearry� cm file wit trhereappl� application, will REFl IScorrecALLOted i de re VOID OR CANCELED PEI2NIITS ROR ON�INNSPECTICNS THAT MAY HAVE BEEN O%DUGTED. The permmdttee is responsiblefor notifying the County Engineerb� calling the telephone number listed below forty, eight(48) hours before work is Eo progress and culvert installation shall not becrum until after grade or reference stakes have been set and all other inspections required by the County Engineer or his representative have been made. REPORT ALL VIOLATIONS TO OXRM ENGINEER, AT (713) :tt19006:IV D YY�•i.191•� 956-3036. ff i Permit Manager •91' 3 1 v y 4 5 WRT59 HARRIS COUNT—' nUBLIC INFRASTRUCTU-- DEPARTMENT ENGIN] RING DIVISION - PERMI i uROUP REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION OF DRIVEWAYS AND CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT STATEOF arr •a•R 1 D• 1 • 1 •o I • r••• •a• 1 -a• 1 / 24-6 EXPIRATION •� 09/03 / •••a u BRINSM, a•o DRIVEWAY WITH CULVERrFOR OIHER THAN1 HFAMILY CULVERT REQ.... LENGTH: 55 feet DIAMETER: 18 inches a• 1 r• 1 • a •: n• EMT 1 r• 1 �•a o r.-J�I • • • a• oo •• la o I ' a • a• 1• a la / r• 71' Na�jff Permit Manager faa; lu YYYaa •i)J'� HARRIS COUNT-" PUBLIC INFRASTRUCTU-- DEPARTMENT ENGIN! - RING DIVISION - PERMI'.t GROUP REGULATIONS OF OF DRIVEWAYS AND. n � • are• I� a HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT 17, Tex. Gen. Laws p. 64) as PERMIT DATE: 03/07/02 PERMIT N[I43ER: 3-010 924-6 EXPIRATICN DATE: 09/03/02 is not transferable and is to construct a driveway ans submitted to the County nthin six (6) months and I. Authority for issuance of ion 2 of Acts 1913, 33rd Harris County has not examined title to the site designated in this Permit nor has Harris County determined whether the construction described in this permit is in violation of or contrary to any deed restrictions or covenants applicable to the said site. The determination that the driveway or culvert to be constructed is not in violation of any deed restrictions or applicable tenants shall be the responsibility of the permittee. This permit is issued for the paid installation or construction at the location shown below and to the named pe thee, in consideration of ppeerrmmi�ttee's representation to Commissioners' Court of Harris County, Texas, that the construction of the driveway or the installation of the culvert and dri yy'' when applicable,, will be in strict conformit with the plans and information filed th the County sneer as part of the permi application. 1 rPIVSQY WITH CULVERTFOR OTHER THAN SINGLEFAMILY DRIVENAY • E•WIDTH: MATERIAL: FLEX -EASE CULVERT '7• yNG`M: 55 feet 1 I 01•inchesTONGUEGROOVE REINFORCED OCNCREIE PIPE (NEW ONLY) The permittee is on notice that failure to comply with the permit will result in enforcement p before Commissioners' Court and for injunctive action, or both, at the discretion of ssicners' Court. If the permittee wishes to dgviate from the information on file with the County sneer, he must file supplemental plans with the County Engineer to secure the County �,i neer' s approval of the change prior to winning work. Under the Regulations of Harris County for the Construction of Driveways and Culverts on County Easements and Rights of Way, the County Engineer or his representative will inspect the work in progress. Any work which does not comply with plans �eannadl other information, ifany,onsufspile orrhe�ked application, wilP10JM IS�AL OWID ON SIRED, VOID OOR CANC�LID PERMITS R ON ANY INSPECTI(FIS THAT MAY HAVE BEEN (SkIDiICiED. The permittee is responsible, for notifying the County Engineer by calling the telephone number listed below forty ,eight,(48) hours before work is to progress and culvert installation shall not b� in until after gradeeor reference stakes have been set and all other inspections required by the County or his representative have been made. REPORT ALL VIOLATIONS TO OM?IY ENGINEER, AT (713) 956-3036. I ADDENDUM ATTACHED l, _ /Gls•xlW \W \Y Permit Manager JOBSITE COPY HARRIS COUNT"`UBLIC INFRASTRUCTU. DEPARTMENT ENGIN] RING DIVISION - PERMI i uROUP REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE CONSTRUCTION OF DRIVEWAYS AND CULVERTS ON COUNTY EASEMENTS AND RIGHTS OF WAY DRIVEWAY/CULVERT PERMIT STATE OF TEXAS )( PERMIT DATE: 03/07/02 COUNTY OF HARRIS )( PERMIT NLNBER: 3-0102924-6 EXPIRATION DATE: 09/03/02 ADDENAM .• 1 v •• 1 DPXMqAY WITH CULVERr• ' aIHM.lEAN SINMEFAMILY roRr&VAY RM.... WIDTH: UMVERT REQ.... afeet . I 'JI• inches G GFI=E RERUMCED •• ••ETE PIPE (NEw Y. I 'D• 1'71BID 1 &J•� •: l • 71• 1 I• 1 L • 7 •; 1'• I• 1 I• 1 L • � •: r• 171• Ell, 7 IN, L• D •; r 1 1 r•;• I 1 • • VZ4 C' • 1 Y• 1� Kim 1 1 • �• Y 01• 71' 1 •,• IU •• 1 • 71• / Permit Manager I-) R ll� cep --#-ni-R yo a . r� '1 a z ��. Gi LF January 24, 2002 Trans Gulf Transportation, Inc. 1901 N. Hwy, 146 Phone (281) 470-0800 La Porte, TX 77871 Fax (281) 471-8282 Director of Planning City of La Porte, TX Subject: Trans Gulf Transportation expansion of property at 1901 North Hwy. 146 Attention: Doug Sneupper This letter is to confirm that Trans Gulf Transportation will conform to guidelines set forth under oodetSIC 4231-in'the expansion of property at 1901 North Hwy. 146 in la Porte, TX and agree to conduct business under these regulations. 1J IN IN •� JA N 2 4 2002 RYA City of La Porte t 9 r Established 1892 rE+X AS February 7, 2002 Fred D. Thompson, P.E. ESOR Consulting Engineers, Inc. 10700 North Freeway, Ste.100 Houston, TX 77037 RE: Trans Gulf Transportation, Inc. (Parking Lot) 1901 S.H. 146 North (CLP Project 902-8202) Dear Mr. Thompson: Staff has reviewed the above site plan and found the following items that must be addressed. 1,14 0� t) Add the word "North" to the physical address of the site. Z Correct and add to legal description: 3.82 acres, TR 14A; Staashen. y//Show location of an existing dumpster as shown on the previously approved site plan. Provide the City with a copy of the Harris County Driveway Permit for the proposed drives along Strang Road. u8Show location and length of an existing 8" waterline along 10' U.E. along an entire length of the south property line. 69 Shipping Container storage is not permitted in LI zone. Submit a letter to confirm that it will be used as only for truck parking purposes. Once the required changes are made and plan is approved, a reproducible of the site plan must be provided for the Director's signature. If you require additional information, please feel free to contact our office (281) 471-5020. Thank you. Sincerely, 40�1 WZJ Masood Malik 604 W. Fairmont Pkwy. • La Porte, Texas 77571 • (281) 471-5020 L. Th as e _Z= CITY OF LA PORTE COMMERCIAL PETITION TO TIE -ON TO EXISTING WATER AND SEWER MAINS PERSON MAKING QUEST: LA11,4 STREET ADDRESS ( RE W/S IS r LEGAL DESCRIPTION F PROPERTY: PROPERTY SIZE*: ' v f ' ' (* ON LARGER TRACTS, AREA DESIGNATED SHOULD ] -Phase.7t — T ema;► P)gL5# 7r w ws 4-5 9 f WATER CONNECTION FEES - WATER TAP - $184:00 ( a• C? Z/ Y9- C_ d a FEES PHONE: REQUIRED SETBACKS) 30 PER 100 SQ. FT. $ 7/.? a 9DI >v TAP* ONLY) $ M_1OL- SEWER CONNECTION FEES - $7.00 PER SEWER TAP - $250.00 (4" TAP* ONLY) SEWER INSPECTION FEE TOTAL WATER CHARGES SQ. FT. $ 6�,830- /8 $ -, t a $ Sr74S SEWER CHARGES TOTAL WATER &`SEWER CHARGES ( ) FOR LIVESTOCK USE ONLY - WATER FRONT FOOT TIME s op OF PERSON MAKING REQUEST NOT APPLICABLE AT THIS * MINIMUM SIZE TAPS - NOTE: 6" IS $300.00 NOTE: FOR LARGER TAPS CONTACT WATER/SEWER SUPERINTENDENT DATE OF PAYMENT: RECEIPT NUMBER: CLERK'S INITIALS: WORK ORDER NUMBER: PER ORDINANCE NO. 759-F INSP./08-'95 Dept. Forms/a:commws.Pee 14-ap oolsz Debbie Wilmore From: Masood Malik [malikm@ci.la-porte.tx.us] Sent: Tuesday, January 29, 2002 3:02 PM To: Debbie Wilmore (E-mail) Subject: Trans Gulf (Exp.) Deb, Would you please give us water development fees for the above project. Doug would like to see an existing waterline extended all the way up to Strang Road. Thanks z �. 41 AG 8--& 17 7f,0 1 a IA sood CAP # oa -8aoj G ^ ha aASL J F T a — / a /21 lqqq�rnaGimP -of i-n �il� it YJ e i s a ne•8' W, L��r�� 5ovfA Sj - c T I'u/ L T MINOR DEVELOPMENT SITE PLAN CHECKLIST Development Name: 1-4 PH: Developer Name: PH: Representative's Name: I PH: Job Address: —L 9 0 % 16t3z % � % /V Type of Business: (Assigned by the City) CLP Project No.: =4� 0 a — 8a 0,9 - Submittal Date: n I — 1 B-O oil Legal Description: Zoning: L r 3 SIC No.: # ya/ d'L Allowable Use? Y OR N P & Z and/or C.C. Action? - Comments: /V ,/ p" FORMAT Engineer or Surveyor Sealed GD or No Fire Hydrant within 300' Yes or No Development Name Shown Yes . or No Development Type Shown Yes or No Name of Owner Shown Yes or No Name of Developer Shown Yes or No Legal Description Shown Yes or No (� Job Address Shown Yes or No �/10L Vicinity/Key Map Shown Yes or No 'r4C,gfl# 060-OW'OOa-.00iI Tp �i l3aa� Minor Development Site Plan Checklist Topography Shown: a) Existing b) Proposed c) Detention Building Footprint Shown Scale of Plat Shown North Arrow Shown Utility Easements/Alleys (If Applicable) Flood Zone - - Shown B.F.E. - (If Applicable) /Y1 ( R,— Flood Plain Development Permit Required? Page 2 or No Y or No Yes or No Yes or No E.Y!".S�-1 fL.a Yes or No Yes or No Yes or No (0 or No Yes or No Dedication Statements/Certificates Shown: a) City's Approving Authority Certificate or No b) Plat Accuracy Certificate ' Yes or No SPECIAL PERMITS Driveway/Culvert Pe utred7 QYes or No (State i5fr Coun ' or City) (Obtain Copy) Drainage Permit Required?. Yes or No k4A04. (State or County) (Obtain Copy) HL&P Service Outlot Location Letter Received? (If Applicable, Obtain Copy) UTILITIES Utility Verification Results: a) Water Available w/o Extension b) Sewer Available w/o Extension c) Utility Extension Agreement Needed? d) Utility Easement Agreement Needed? or Yes or Yes or Yes or No No No E vsl-i ►t M EA U# Minor Development Site Plan Checklist On & Off -Site Utilities Shown Page 3 a) Water Line Size/Routing or No .4M P ?lu b) Sewer Line Size/Routing Ye or No ^r / c) Gas Line Size/Routing Yer--Or. -N d) Electric Line Routing (O.H. or Undgd.) r es or No Water Development Fees - Water Tap Size - Sewer Development Fees - Sewer Tap Size - Fees - Fees - Grease Trap/Sample Well Shown (If Applicable) Dumpster Shown ZONING Required Building Setbacks (Adequate?) Front-_2L _Rear / 0 , Side /0 Landscaping- t0 % (Adequate?) Maximum Lot Coveraget��(�'% (Adequate?) Sidewalk Shown (If Applicable) Parking: b) c) d) e) Yes or No Yes or No Yes or No .E,YiSfi /� Yes or No f k %S--i ng Ye r No -Yes Cr �,r^,� /Vl,�Z Dust -Free Surface? Ye or No Location/curb stops Okay? Ye or No Standard 9 X 18' Spaces ■ Size Shown (Adequate?) Yes ■ Number Shown (Adequate?) Yes Accessible 13' X 20' Spaces ■ Size Shown (Adequate?) Yes ■ Number Shown (Adequate?) Yes Parking Formula S/CP Sharednspections/LP Bus Dev Guide/Minor Dev Cklistdoc 10-'99 Rev. or No� or No or No 1, U or No C �' UTILITY EASEMENT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS. COUNTY OF HARRIS That Trans Gulf Transportation, Inc. ("Grantor), for and in consideration to Ten. and no/100 Dollars ($10.00) and other good and valuable consideration paid by the City of La Porte, Texas ("Grantee"), a Municipal Corporation, the receipt and sufficiency of which is hereby acknowledged and confessed, have this day GRANTED, BARGAINED, SOLD AND CONVEYED and by these presents do GRANT, SELL AND CONVEY unto said GRANTEE, and to its successors and assigns the perpetual right, privilege and easement, with appropriate rights of ingress and reasonable working area for construction and maintenance, to enter upon and construct, reconstruct, maintain, operate, inspect, replace, repair and remove a potable water line and related appurtenances together with all necessary improvements over, across, through and under that certain tract or parcel of land lying and being situated in Harris County, Texas. and being more particularly described on Exhibit "A" attached hereto and made a part hereof for all purposes. TO HAVE AND TO HOLD the above described easement, together with all and singular the rights and appurtenances thereto in anywise belonging unto said . GRANTEE, and its successors or assigns, in accordance with the terms and conditions hereinabove set forth. The GRANTOR does hereby bind itself, its successors or assigns to WARRANT AND FOREVER DEFEND, all and singular the said easement unto the GRANTEE, its successors. or assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. WITNESS THE EXECUTION HEREOF on this the day of -:i vN Fr- 11999. QX Grantor or Aulhor¢ed Reprnes,,dive - This instrument was acknowledged before me on the�day of 11999 by Mailing Address of Grantee City of La Porte P.O. Box 1115 La Porte, Texas 77571-1115 .. �`�� $4atofjT=xas—. May Lff ,•:� r' MY COAMUSSap EMAES september 19,1999 June 9, 1999 TO WHOM IT MAY CONCERN; SUBJECT: WATER LINE EASEMENT.TRANS GULF TRANSPORTATION, INC. TO CITY OF LA PORTE The following metes and bounds description is for a ten foot wide easement out of a 3.81 acre tract described by deed from B. Leon Brown and wife Mary E. Brown to Trans Gulf Transportation, recorded in H.C.C.F. T526782, Harris County Deed Records, executed 28th day of January, 1999, said tract .being out of the Enoch Brinson Survey, A-5, Harris County, Texas. The ten foot (10) wide easement along the Easterly and Southerly boundaries being more particularly described as follows: BEGINNING at a concrete monument, reported found on the Northeast corner of the 3.81 acre tract and the westerly line of State Highway 146, also the Southeast corner of the Highway 146 & 225 Limited Partnership, 26.720 acre tract described in H.C.C.F. T035257, Harris County Deed Records; - THENCE, S 31046'41" W, 322.21 feet along the Westerly line of Highway 146, to a reported found concrete monument marking the Southeasterly corner of the 3.81 acre tract and the ten foot easement; THENCE, N 87000'56" W, 532.09 feet along the Southerly line of the 3.81 acre tract to a reported found 5/8 inch iron rod in the Easterly line of Strang Road, for Southwesterly corner of the 3.81 acre tract and the ten foot easement; THENCE, N 04046'29" W, 10.00 feet along the Easterly line of Strang Road to a point for Northwesterly corner of the ten foot easement; THENCE, S 87000'56" E, 527.17 feet to a point for corner marking the intersection of the Southerly and Easterly ten foot easement lines; THENCE, N 31046'41" E, 310.03 feet to a point in the Northerly line of 3.81 acre tract for corner; THENCE, N 86058'00" E, 12.18 feet to the PLACE OF BEGINNING. Note: Above metes and bounds description developed from metes and bounds from the record deed for -_ the 3.81 acre tract and survey by Billie L. Shanks OF RPLS #1821, Job No. 99-36399. No field work done w� 9 by the undersigned. JAMES C. COUNTS Ty,t E%a'1" l��c 2985 r 4 G YFIT RTT "A" PROPOSED 10' WIDE UTILITY EASEMENT Q O 749.42 L6 14A Z. TRANS GULF TRANSPORTATION, INC. ru 064-222-000-0014 N 3.8200 AC 571.73 220.79. 310.86 12B 12A U s -0011 -0010 ♦y�� 0 CJF 184.1 410.05 12 7-000-0030 .LOb 1 0 1.4300 AC 2 c (U 22i EXHIBIT "B" ,. • I a I� I IEB (`pP 12 o.o-It)-ooe-0030 1.4210 " IHI.11 1]Y.11 CJTY OF LA P087E W aA-122-000-7013 p..T]Tl a. -� \A` q QD yr W i iAl v♦ U of �0�/v -1po #7 oto yd 1 'FACET - i C144 ocxnON 6254A �P ,s 071 CITY OF LAPORTE AV2000 INRRCOUNTY APPRAISAL DISTRICT PAGE 1213 - RE 2001 CERTIFIED APPRAISAL ROLL REAL PROPERTY II' LED 60,E OVER EXEMPTION RATES APPLIED : DISABLED 65 DATE OBf 12I 201 60.000 HOMESTEAD 0 0 % ACCOUNT NUMBER NAME 4 ADDRESS PROPERTY DESCRIPTION % PRODUCTIVITY APPRAISAL L 82, 400 071 064-222-000-0014 TRANS GULF TRANSPORTATION TR 14A 1 I 0 21901 HIGHWAY 146 N 00 Cl REAL PROP I R R 82,400 020 040 STAASIEN E E 0 �* LA PORTE TX �1 �/ I 77571-3293 IMP 6255C ACREAGE 3.8200 , TAXBL VAN T T 02,400 _ OWNER YEAR: 1999 LOC: /90/ tf HIGHWAY 145 77571 071 064-222.000-0017 HICKHMI INDUSTRIES TR 9A L L 1 40,660 123,050 020 CLARKE 6 CO (020• PT LT 98 TR 9F) F1 1 R R 153.720 040 13201 NW FWY STE 503 REAL PROP E 0 047 STAASiEN TAXBL VAN E T T 163,720 HOUSTON TX AGENT W 00014 77040-6023 MAP 61550 ACREAGE 0.7457 OWNER YEAR: 1990 LOC: 11734 OLD LA PORTE RD 77571 071 064-222-000-0018 HICKH4M INDUSTRIES INC TRS 9 9M 6 9N L L 1 496,410 3,728,370 020 CLARKE L CO 13201 NW FWY STE 503 F2 REAL PROP 1 R R 4,222,780 040 047 STAAS/EN TAXBL VAL E T E T 0 4,222,780 970 HOUSTON TX - ggp AGENT W 00014 77040-6023 MAP 6155D ACREAGE 25.3243 OWNER YEAR: 1988 LOC: 11518 OLD LA PORTE RD 77571 071 064-222-000.0019 HICKI4M INDUSTRIES INC TR 9C L L 28,100 0 020 CLARKE 21 CO C1 REAL PROP I R I R 38, 100 040 13201 NM/ FWY STE 503 E E 0 047 STAAS/EN HOUSTON TX TAXBL VA T T 28,100 AGENT N-00014 77040.0023 IMP 6155D ACREAGE 0.0000 OWNER YEAR: 1999 LOC: 11805 OLD LA PORTE RD 77571 071 064-222.000-0020 HICKIMND M INDUSTRIES TR 9B L L 19.900 0 030 CLARKE 6 CO 13201 NM' FWY STE 503 Cl REAL PROP I R 1 R 19, 800 ... ;. 040 047 STAASNEN TABU VA E T E T 0 19. 900 HOUSTON TX AGENT W 00014 77040.0023 IMP 6155D ACREAGE 0.4 OWNER YEAR: 1999 LOC: 11820 OLD LA PORTE RD 77571 071 064.222-000-0022 BMW OF NORTH MERICA INC TRS 13C 17E 13F Y 13G L L 435.920 0 020 PO BOX 1227 D4 REAL PROP 1 R 1 R 435,930 .' . 040 047 STAA5IEN TAXBL VA E T E T 0 435,920 t'^r. 1. WESTWOOD NJ 07575.1227 IMP 6255C ACREAGE 11.8720 pT7k' OWNER YEAR: 1988 LOC: WY 146 77571 071 CITY OF LAPORTE AV2000 HARRIS COUNTY APPRAISAL DISTRICT PACE . DATE 08112/2001 1214 2001 CERTIFIED APPRAISAL ROLL EXEMPTION REAL PROPERTY INVENTORY RATES APPLIED : DISABLED 60,000 OVER 65 60,000 HOMESTEAD 0 20 % ACCOUNT NUMBER NAME A ADDRESS PROPERTY DESCRIPTION PRODUCTIVITY APPRAISAL 071 064.222.00G-0031 HICKHMI INDUSTRIES INC TR 9H L L 21,800 0 020 CLARKE ► CO Cl REAL PROP I R 1 R 21,800 040 13201 W FWY STE 503 047 STAA5IEN TAXBL VAL T T 21,800 HOUSTON TX AGENT W 00014 77040-6023 1MP'6155D ACREAGE 0.4560 OWNER YEAR: 1999 LOC: 11822 OLD LA PORTE RD 77571 071084-222-000-0032 LOUISI MIA CHEMICAL EQUIP TR 8D L L 1 277,500 569,750 020 CLARKE L 00 F2 REAL PROP 1 R R 847, 250 040 13201 W FWY STE 503 E E 0 047 STAASNEN TAXBL VA T T B4), 250 970 HOUSTON TX 990 AGENT W 00014 77040-5023 IMP 61550 ACREAGE 12.7410 OWNER YEAR: 1988 LOC: 11100 LA PORTE FWY 77571 �071 054-222.000.0044 ALLWASTE TANG CLEANING INC TRS BC 4 9J L L I 217,800 •020 ARTHR ADERSEN L CID F2 REAL PROP I R R ,30 10 510, 530 040 ATTN: PROPERTY TAX E E 0 :047 711 LOUISIANA ST STE 1300 STAASEN VAL T T 510,530 HOUSTON TX TAXBL AGENT W 00375 77002-2716 MAP 6155D ACREAGE 10.0000 OWNER YEAR: 1990 LOC: 11200 OLD LA PORTE RD 77571 ':071 054.222-000-0052 HICKNMM INDUSTRIES INC TR 9K L L 58,810 0 ,020 I CLARKE 6 CO '-040 13201 NW FWY STE 503 C2 REAL PROP I R 1 R 58,8100 i.047 6970 STAASiEN TAXBL VAL E T E T 58,810 HOUSTON TX F. AUNT W 00014 77040-6023 IMP 615513 ACREAGE 3.0000 "'.OWNER YEAR: 1990 LOC: 11518 OLD LA PORTE RD 77571 �071 064.222.000-0053 HICKHAM INDUSTRIES INC TR 9K (IMPS ONLY) L L 0 5020 CLARKE U 00 (LAD•0542220000052) F2 1 1 150,950 A040 13201 NTW FWY STE 503 REAL PROP R R 150.950 0 047 STAASIEN E E - 150.950 970 HOUSTON TX TAXBL VAL T T '990 AGENT W 00014 77040-6023 IMP 61550 4 DNNER YEAR: 1990 LOC: 11518 OLD LA PORTE fD 77571 °1071 064.222.000-0054 STATE DEPT HWYS 4 PUBLIC TR 1313-1 L L 0 !020 TRANS S H 146 PARCEL 2 X1 1 I 0 YID40 PO BOX 1388 h1047 (NM) REAL PROP R E R E 0 0 STAPSiEN E VAL T T 0 ok HOUSTON TX TAML %OWNER YEAR: 1988 LOC: STATE HIGHWAY114ACREAGE A 0.8270 77571 PLANNING DEPARTMENT INTEROFFICE MEMORANDUM To: Debbie Wilmore, Chief Building Official Paul Hickenbottom, Fire Marshal Curtis Harrod, Utility Superintendent Carlos Martinez, Engineer Gwen Goodwin, City Planner From: Masood Malik Subject: Site Plan Review Meeting Datelrime: January 22, 2002 @ 2:00 Location: 120 South 2n° Street A site plan of a parking lot for Trans Gulf at 1901 Highway 146 North is attached for your review. g '2, j wP 18 2002 j i I 3 CD _- - - - -c6- -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - i o - , o H`�✓Y 146 ,. �- LIMITED P ARTNERSHIF' & 225 26.720 AC. (H,GC,F, T03525 7) �p 2 FND C❑NC, 10 M❑N, ti9 g` 2 724,06 N 8 6 5 8 0 0 E O. , p0 N� ,�• FND 5/8' IR p� _. ~�_ RM=101; 5 FL 100.0 DITCH 2 3� _ ERM=101,45 - ti�1 tip dford e r Tree �3 t� _ �� 2 t T P 101.0 o� p0 c� �O T P 101.4 5 � 3 FL 99.4 8ITCN C FL 99.4 D CL SWALE DITCH o INSTALL 8" PVC RESTRICTOR �. O o)�� ° O " C �. �� 40 0 40 80 120 FL 9 .2 8 PVC P 101'0 O � b � � �y �� C� C Ulc� q �00 / g A 21 / Scales 1' 40' Ctl _t P 101.45 �V p CLl ws SA ETYRCP ENDSULVERT z� ,) TP 101,4 / \Skh 3 25 R (TYP 67 T P 101.43 POWER POLE Oti U1 • ��• Ob �� '� _ _ pia P 101.45 PROPOSED 2-3 INC�ES RECLAIMED ° ASPHALT WEARING SURFACE � w/ 8' GS-200 CALCIUM SULFATE AND ' A �i,5 24' RCP CULVERT " Q I 6 LIME STABILIZED SUBGRADE 1 w/ SAFETY ENDS q� p TP 101,45 ti. � • pp' ti '� . � . 3 0 �o ti Y ,�qti Q P 101.45 c�tO �p0 pp / T- y� Q 25' R ai a t2/�� '� / _ / Steel ❑f f ice u " 4+ �L C�j Exist; l ❑n SlO.b pp GY' C7 Io ?i Durvs;ter d CL SWALE DITCH g p0 r �I 3 INSTALL 8 PVC RESTRICTOR _�q�• P 101,0 TP 101;4 FL 99, 8' VC o FL 99.4 8,PVC_ ND CONC, 4 D 10' U.E,------!-D-tir�n_ -� PM❑N. P 101.0 - S=0,18% RM= 01,4 _'h -- - _ 311,31' Exist, 8" Water / ! 1 M1.4 �b FND 5/8' IR B = S 87°0056" W532,09'FL 100,0 DITCH a xist, Blow Off j Z 220,78 w - ' ,�Op�'1 O 00 • , j I `' � KEY MAP 540 P , O D� pp " TRACT 1 �4 ii TRANSITON BERM ? I O ti 24 RCP DEVELOPMENT CORPORATION TO ADJACENT NATURAL GROUND. PROPOSED 2-3 INCHES RECLAIMED TOP BERM 101.45 TRACT 2 CORPORATION ASPHALT WEARING SURFACE w „ ,� „ RAGSDALE D � � RAGSDALE DEVELOPMENT 25,000 So, FT. (H.C.C.F. I<903003) 8' GS-200 CALCIUM SULFATE 1� 3 22,079 SO, F-,' (H,C.C,F.' K93003) ,.� BASE MATERIAL* WATER SURFACE 101,4.5 ao TOP OF EXISTING I pO' Oj� p 6' LIME STABILIZED SUBGRADE+ NATURAL GROUND CLl j --+ o I � pCC�L�dC o EARTHEN CHANNEL x 3' 10, i i � b ALTERNATE - 2-3 INCHES RECLAIMED ASPHALT WEARING SURFACE w/ 12' GS-200 CALCIUM SULFATE ,3 NIAR 12 2002 ` TYPICAL PARTIAL SECTION By f SECTION A -A I N.T.S. f SITE ADDRESS: 1901 STATE HIGHWAY 146 NORTH -LA PORTE, TX 77571 V LEGAL DESCRIPTI❑NI 3,82 ACRES, TR 14A OUT OF TH H BRINS❑N SURVEY A 5, HARRIS COUNTY, TEX r PLA%g APROVED B I OWNER. TRANS GULF TRANSPORTATION, S SU �; THIS TRACT I IN ZONE X AND NOT WITHIN THE 100 YEAR FLOOD PLAIN ACC❑RDING A INC. � r, �, �� Q¢• - r E E�, TO THE FEDE L EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE DEVELOPER. TRANS GULF TRANSPORTATION I C. &�� ,1RE GENERAL , Rcl MAP FOR HAR S COUNTY 48201C0935 J, REVISED N❑VEMBER 6, 1996. 1�� ` RRd$ ' TYPE OF DEVELOPMENT. TRUCK PARKING LO T � : OCC� - C.. 1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY TEXAS ENGINEER. ESOR CONSULTING ENGINEERS T�� & THE CITY OF LA PORTE PRIOR TO STARTING CONSTRUCTION.CC PROVIDE A . ETENTI❑N SUMMARY ON THE PLANS AS F❑LL❑WSJ 2. CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY COORDINATINGy j ��'� COMMITTEE 669-8344 THE CITY OF LA PORTE DETENTION SUMMARY ( ) AND HARRIS COUNTY. 48 HOURS .PRIOR TO STARTING _CONSTRUCTION. � 1. AREA SER C D= THIS IS TO CERTIFY THAT H C 0 TEXAS S APPROVED IS E '�0 ACRES THE CITY OF LAP PORTE, TEA HAS APPRO E THIS 2. DETENTI❑ STORAGE AT = = _ R - SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN RATE C 0,2 AC E FEET/ACRE � - 3, DETENTI❑ STORAGE VOLUME REQUIRED = 0A ACRE-FEET BEING 2.0 ACRES OUT OF THE ENOCH BRINSON SURVEY ABSTRACT NO. 5 10700 North rw . Ste. 100 1, 4, DETENTID : STORAGE VOLUME PR❑VIDED - 0_4 ACRE-FEET HARRIS COUNTY, TEXAS IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS esoep oF: Houston, Texas 77037 �j 5, MAXIMUM SIGN WATER SURFACE ELEVATI❑N 101.45 AND THE ORDINANCES OF THE CITY OF LAP TE. e E ��•• T 4 6. MAXIMUM TFALL RATE ALLOWED 2.0 x 0,5 = 1.0 CFS SITE o P�•'' ''•F'l'o0 - _ Phone 281 8 ' .,boa 2 6 62 2 7. MAXIMUM TFALL RATE PROVIDED 1_0 CFS „� _ O 1 CONTRACTOR SHALL GRADE SITE UNIFORMLY TO DRAIN WITHOUT BY.- -ram -------- o*; ;* l) Fox 281 820 9 - - O 8, RESTRICT SIZE 8 (DOUBLE) / ............... ......... 0 CAUSING ANY DRAINAGE POCKETS. NOTIFY ENGINEER IF ANY DIRECTO LAP 0/ 1 DRAINAGE POCKETS ARE NOT REMOVED. PLANNING DEPARTMENT 0 FRED D. THOMPSON p G I 2. CONSTRUCT STORM SEWER IN ACCORDANCE WITH THE REQUIREMENTS �.. �...................� ..0 OF THE CITY OF LA PORTE, AND HARRIS COUNTY. QO ::p 73887 Q: 3. ATTEST. 0o O AS A MINIMUM, THE FOLLOWING SHALL BE DONE IN SITE GRADING: BY:------------------- THE DETENTI❑ AREA SHOWN HEREON IS A PRIVATE FACILITY AND WILL BE O •' S • •-� V STRIP AND STOCK PILE TOPSOIL FOR FUTURE GRADING IN LANDSCAPE MINOR DEVELOPMENT SITE PLAN F �- OPERATED ANII 1AINTAINED BY THE OWNER, AREAS. REMOVE ALL TRASH AND ORGANIC MATERIAL WITH PROPER LA PORTE CITY ENGINEER o TRANS c GULF T TRANSPORTATION, A c rj� m T OFFSITE DISPOSAL. (SEE NOTE 5.) PROOF ROLL ENTIRE SITE TO LOCATE SOFT 1 RAN S G lJ LF 1 RAN ►J P O R 1 A 1 I O N 1 N P� � SPOTS. SOFT SPOTS SHALL BE EITHER REMOVED AND REPLACED WITH / O�� SUITABLE SOIL OR RECOMPACTED IN PLACE. COMPACT SOFT SPOTS TO t DENSITY OF ADJACENT FIRM SOIL. - - G 4. COMPACT SUBBASE AND BASE COURSE TO 95% STANDARD PROCTOR NOTE ; DENSITY. CONTRACTOR TO BE RESPONSIBLE FOR TESTING AND I ;# RECOMPACTION , IF NECESSARY, AT NO COST TO THE OWNER. E OF T I �ATER SEWER CONn/EGTION FEES N�?UE NOT /3EEn/ Coc_�ECT� John J. Rodriquez, a Registered Professional Land Surveyor in this - \. state do hereby certify that this survey was made on the ground on ........................... NOTE: THESE PLANS PREPARED BY ESOR CONSULTING ENGINEERS, INC. DO NOT EXTEND Oct. 1996, that this drawing correctly represents the facts found at JOHN J. RODRIQUEZ ! TO OR INCLUDE DESIGNS OF SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR the time of the survey, and that this professional service conforms to "':"""""""""':"' I ' OR ITS EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. the current Texas Surveyors Association standards and specifications �A 2634 l THE SEAL OF ESOR CONSULTING ENGINEERS, INC.'S REGISTERED PROFESSIONAL ENGINEER for a Category 6, Topographic Survey, Condition IL DWG. No, 2001067 DATE, FEBRUARY 2002 i HEREON DOES NOT EXTEND TO ANY SUCH SYSTEMS THAT MAY NOW OR HEREAFTER BE 4'O v INCORPORATED IN THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR S OBTAIN THE APPROPRIATE SAFETY SYSTEMS, INCLUDING THE PLANS ANS SPECIFICATIONS REQUIRED BY THE "HOUSE BILLS 662 AND 665 ENACTED BY THE TEXAS LEGISLATURE THE 70TH LEGISLATION - REGULAR SESSION". State of Texas V County of Harris 2 oil Texas Registration No. 2634 / File Name: JI ; 001067\site,dwg ( � I j f 8" C.M.U. WAINESCOT TO 2'-8 ABOVE FINISH FLOOR. NEW ECG SCALE: Y4 = 1 - NOTES: 1.) ALL ELEVATIONS ARE RELATIVE TO FINISHED FLOOR. FINISHED FLOOR IS SET TO AN ELEVATION OF 100'-0" FOR THESE DOCUMENTS. SEE CIVIL DWGS. FOR ACTUAL EQUIVALENT MEAN SEA -LEVEL FINISH FLOOR ELEVATION. 2.) FOUNDATION HAS BEEN DESIGNED AS A SHALLOW SYSTEM CONSISTING OF A STIFFENED SLAB ON GRADE. FOUNDATION HAS BEEN SIZED BASED ON DATA PROVIDED IN LETTER BY QC LABORATORIES, INC. DATED FEB. 26, 2002. DESIGN DATA IS AS FOLLOWS: ALLOW BEARING CAPACITY DEAD LOAD : 1350 PSF TOTAL LOAD :.1600 PSF EDGE MOISTURE VARIATION DISTANCE, em EDGE LIFT : 5.5 ft CENTER LIFT : 4.5 ft MAXIMUM DIFFERENTIAL SOIL MOVEMENT, ym EDGE LIFT : 0.45 in CENTER LIFT : 0.55 in. FOUNDATION PLAN f:3 2'rG" 4'-0" ASPHALT FIBER JOINT FILLER EXTERIOR PAVM.<MENT OR---,,. GRADE, SEE SITE PLAN - - FINISH FLOOR '. _z t � o i — (4)-#5 CONT N I (TOP & BOTTOM) 1 3" CLR. 12" SLAB TURNDOWN SECTION F.O.M. (BffOND) 11T PREFOIMED JOINT FILLER. SEE CIVIL DRAWINGS FOR - EXTERIOR PAVEMENT REQ. `- 3/4" x2'-0" LONG DIA NON DEFORMED i BARS 0 12" O.C. TYP. FOUNDATION DETAL @ EXT. DOOR WIND GIRT FOR C.M.U. WAINSCOT DESIGNED BY METAL BLDG. MANUF. FOR MAXIMUM HORIZ. DEFLECTION OF SPAN/240. 8" C.M-U. CONNECT WIND f-�- -- — GIRT TO EA. I BLDG. COL. 1 BEYOND � ' I _ T/WAINSCQT_ LEV_ = SEE ARCH. — PROVICE Ni"0 EXPANSION ANCHORS 0 4'-0" O.C. 8" DEEP HORIZ. BOND 1 BEAM W/(1)-#4 CONT. FINISH GRADE-, ( -- 2-# 9 TOP 5 0 12" E.W. R __ __•------ z CIE) QE 01 OI ! I SELECT FILL # 4 STIF ®16" G II 6-�_ 9 STIFFENED SLAB DETAL A307 HEADED ANCHOR RODS - - EMBED 12" MIN. SEE METAL BLDG.\\, � DRAWINGS FOR BOLT DIAMETER. ---- r•. #5 0 56" G.C. MIN. -- i FINISH GRADE I 2'-O" METAL BLDG. COL. SEE METAL BLDG. ERECTION DWGS. FOR dp M W cQ co colid, CO cu _ d W 0 `'+ ) 0 N O V3 .1 t� c lLs 0 A I u m 0 � O CO z� '4 4^ co W THE OESIfjN +1k1]FESSIONAI DENIES ANY AND ALL RESFt7N51BILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS SF'ECIFICATIDNS AND THE DESIGN INTENT THEY CONVEY, OR P O& EMS WH:CH ARISE FROM OTHERS' FAILL,RE TTl OBTAIN AND/OR FOLLOW THE ❑ESiGN PROFES�51ONAL'S Gi11DANCE WITH RESPECT TO ANY ERRCIRS OMISSIONS, NCDNSISTENCIES, AMBIGUITIES ❑R CONFLiCTS WHICH ARE ALLEGED. i-LIPYRILJHT E MILHAEL HRAOY ARCHITECT, 2DD0 n + 1 314-1 01- FIN. FLR. ELEV. rh �I 0 Z z uj J � J N IU- 0 c E4 W Z 0 < x L) z w Q d F.. THIS C3RAWif✓Li N.AS !3 w F w H x 0 a =EN ISSuEli COLUMN & ANCHOR BOLT ❑ F-nR REVIEW ONLY LOCATIONS. ❑ FOR PERMITTING ONLY ❑-i-IriEM%,TIC DESIGN ❑ DESIGra DEVELOPMENT p L_DN1_-jTRIJC-TIE1N DnCur-1ENTS - 6" CONC. SLAB ON GRADE Drawing Title: _ NEW EgUD?=ff BLDG. FOUNDATION PLAN SECTIONS An DETAUB Date: 08/08/01 s Drawn fly: KDM Comm. No. 00039 NEW 1 3/04/02 REMSED FOR STIFFENED SLAB ON Vappentep wi'igbt GRADE FOUNDAMN Engineeps Sheet: Sheet 0 Civil No. P+�• e«+f.Mora 5 of 5 17o-c flf«fL•t KnmrAa, ]N 37922 SECT. @ METAL BLDG. COL. f16 5-539-237 �-538237 FAX CWE# 2000111/01 s j ma f - 4 I I l , I ! 5CREW DOWN MTL. MTL. BLDG. PURLIN ROOF SGREW DOWN. MTL. ROOF BAVIYL lFACED 3' VIYL FADED GATT INSUL. PANEL RIB CLOSURE GUTTER STRAP oib--VA-RIES_ MTL GUTTER 1/2 12 EAVE HEIGHT ob t 16.8' RAKE TRIM EAVE HEIGHT PANEL RIB CLOSURE I II EAVE GUTTER FLASHING _-- I� EAVE PURLIN I j PANEL RIB CLOSURE > SAVE PURLIN !I 3" R-11 VINYL FACED FIBER611-A55 BATT. INSULATION. MTL. DN5POUT WITH BRAGKET5 AT 81-0' ! i O.G. MAX. MTL. BLDG. C71RT ,I 3' R-11 VINYL FADED FIOERGLA55 BATT. iI I II ' INSULATION. j I' ;I MTL. BLD6. GIRT BY MTL. BLD6. MANFR. I it it > STEEL BENT BEYOND j STEEL COL. BEYOND BY MTL. BLDG, MANFR. BY MTL. BLD6. MANFR. I i PREFINI5HED MTL. PREFINISHED MTL. PANEL I I I PANEL d I ({ 8" SPLIT FACE GONG. i �' 8" SPLIT FACE GONG. PROVIDE EXP. BOLT5 I; !� BLOCK. EXTEND TO PROVIDE EXP. BOLT5 .i li BLOCK. EXTEND TO IN GONG, o 61-0" O.G. !; TOP OF FOOTING, IN GONG, O 6'-O"O.G: j� j TOP OF FOOTING, SEE PET "i/52 ' GROUT SOLID ALL j &ROUT SOLID ALL 8" SMOOTH FACE �' CORE5 BELOW GRADE - GORE5 BELOW GRADE GONG. BOND BEAM 8 SMOOTH FACE ; 'j I' GONG.' BOND BEAM '! 105.47' �T;hw ' _ I PANEL CLOSURE •*. ! 4' H16H CONC.:.URB AROUND ENTIRE PANEL CLOSURE ! 4" HIGH GONG. CURB AROUND I PERIMETER OF BUILDING ENTIRE PERIMETER OF BUILDING J J MOLD TO MATCH ! i ' l i - BODY PANELS• PROVIDE BOX OUT AROUND MOLD TO MATCH II BOX OUT AROI'ND GOLLHN BEYOND BODY PANELS, PROVIDE i ' UND MTL. BUILDING 1^JFEP HOLES o 48'O.G. i `{ 5TRUGUTURE WEEP HOLES o 48"O.G. FINISHED GRADE i I PROVIDE 5PLA5H l SLOPE MIN. 1/4"/FT I II b" REIN=ORGED GONG. SLAB ON 4' BLOGK5 AT ALL DOWN ff!' 6" REINFORCED GONG. 5LAB ON 4" ; i 5AND, OVER 10 MIL POLY. VAPOR 5POUT5 1� SAND, OVER 10 MIL POLY. VAPOR I i� BARRIER ON 12" OF SELECT FILL, {' BARRIER ON 12" OF SELECT FILL, 102.8' SLOPE TO SUMP PIT 102b, I t SLOPE TO 5UHP PIT ---- — 1' ____� � T TOP OF CURB 'r TOP OF CURB •.. , �• �L_rT_ TOP OF FIN. 6RADE 10�.4� _ I v 102.4i' •-, " .. •r .. - �. . � n - , �� BOTTOM OF� F I N15HED GRADE _ I ' , • ; .. ;'4: =.,: t ; ;. i,. SLOPE MIN. I/4"/FT •. j\' \ /\\' j\\ j\ i i _. {'I ' : 'i I { Ili I IY% I r, :i• :, i REItF. GONG. •r i- 1 REINF. COW-,. .III -_..,!I ••''•', .. �'; tii -III--i, FOUNDATION, ! I FOUNDATION III, ill_ I - ',r.•- .t� II!- ,;i--III:-:III I �i . � , ,'' { II �.. __ i _I __ 1--.. 1 II - '•_�-. t' 111 it .Ili-.li, - it � iil. :Ili I! 'I I '• - - - ;: ,(- •,`- II_ -III.- i :x- -,-- r: - !II' -_II{ �- •. ! I- ii! III - •� •-- - - - Ir. ;I! . �' I ! .. III ( ! ' i I (i • i • -.' .•i . lb•' i.!"ti ( , III I _F 7i III - (I1 -III' lil -III I i{ � I •, , ,- II' !li i{I '_li_1 ICI •I;I fl) -i� 1ii , tl' Ifl III 21-0' 2'-0" �ALL SECT ION DN I ALL 5EGT10N SCALE: 3/4" = 1'-O" SCALE: 3/4" = 1'-0" SGR.EW DOWN MTL. 3" VIYL FACED BATT INSUL. OIL VARIE5 EAVE HE16HT RAKE TRIM PANEL RIB CL05URE EAVE PURLIN MTL. BLD6. GIRT — 3" R-II VINYL FACED — FIBER61-A55 BATT, I N5ULATION. PROVIDE METAL BLOCKING AS REOV. BY O.N. DOOR MFG. MTL. BUILDING 5TRUCT. CHANNEL MTL. BUILDING WALL ll BUILDING WALL PANEL BEYOND LINE OF GONG. BLK. JAMB BEYOND STEEL COL. 13EYOND BY MTL. BLDG. MANFR. PREFIN15HED MTL. PANEL MTL. BUILDING PANEL 'J' MOLD TO MATCH BODY PANELS, PROVIDE WEEP HOLE5 0 48"O.G. SLOPE GONG. TO DRAIN AT ALL DOORWAYS PROVIDE VERTICAL G-61RT5 a 3RD BETWEEN JAMB5 SECURE TO CHANNEL DOOR HEAD AND TO Z-61RT ABOVE STEEL O.H. SECTIONAL DOOR DOOR W/ WEATHER TIGHT BOTTOM BAR MTL. CHANNEL DOOR FRAME BEYOND a, r� C4 � � co F e'� 01 .. ,O w x o o W � o a� o rn •� o 1 C:.:n cIZ .0 j d 0 0 CDz a Go ,b Goa THE DE516N PROFESNONAL M4IE5 ANY AND ALL RE5F01aBIUTY AM LINNUTY FOR PROBLEMS 1114M04 A 215E FROM PAll.1Jt2E TO ISOLI.OIN THE5E PLANS, SPEGIFIGAUX6 AND THE DESIGN IWEWr THEY catVEY, OR FROeLEMS "41li.H ARISE FROM 07HER5' FNLURE TO OBTAIN MOTOR FOLLOW THE DE516N PROFE56IONA05 GUIDANCE NTH RE5FEGT TO ANY ERrrORS, OM15511CM, lW,0"5l9TH C4r:% All,"6111T1E5 OR GOHFLIGTS G41 ARE ALLE6ED. c40PY416W 0 MKS BRADY ARCW7WT. 2004 CONE. CURB BEYOND BUILD UP FINISH GRADE AT DOORWAY TO MEET TOP OF CURB, SLOPE AWAY AT MAX. SLOPE 1:12 1t-2" ; 4--0- 6" REINFORCED CONC. i SLAB ON 4" 5AND, OVER 10 MIL POLY. VAPOR BARRIER m ON 12" OF SELECT FILL 102.8, `* TOP OF DOORWAYS 'v 102.4�' r 4 • • • • • _ ' BOTTOM OF CURB vI�, 14a,t tj"t-• ol REINF. GONG. �• ! I ' I `' 1T) �' FOUNDATION E , Q aW o E-+ F cn W E-4 o 0 C a d x zw H A z t W CA z 0 E• a A d TH15 DRAWING HA5 BEEN 155UED: ❑ ❑ FOR REVIEN ONLY FOR PERT-11TTIN6 ONLY ❑ ❑ 56HEHATIG PE516N DE516N DEVELOPMENT ® CONSTR 6TION DOCUMENTS Drawing Title: WALL SECTIONS Date: 8-06-01 { i ! I I , I�' —- ^..��>• w� Drawn Dy: B.C.N. Ili I) 1W li I!I !I y iiii II Ili it I a�� c® Comm. No. 0003q Qormck10N 3/'5/02 WALL SECTION 5GALEi 3/4" = 1'-0" 1 Sheet: Sheet No. of E„_ZZIM-21=77nns= The iO oiytic antidepressant T _� Please see accompanying complete prescribing information.