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10052 PORTER RD_09-1450_09-1416_09-0969_09-0885_09-0344_09-0096_08-1615_09-1450____
10052 PORTER RD 10055 PORTER RD PACKWELL II CLP #08-8301 City of La Porte • OF INSPECTION TYPE: THIS JOB HAS NOT BEEN COMPIL The following additions or corrections sh be made before the iob will be acceote ti It is unlawful for any Carpenter, Contractor, Builder, or s other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until t the proper inspector has had ample time to approve the i installation. After additions or corrections have been made, call 281-470-5130 v' For additional information call 281-470-5073. ` PRESS HARD - USE BALL POINT PEN _.._-.::�.1• _.....,a.t�u-s.,a111^_, �.r �,,,I:L..•;.i- -, ii:,�s..� •��-r :n:. ity of La Porte WE OF ��12 THIS JOB HAS NOT BEEN CO IPLETED The following additions or correctic shall be made before the job will be ac Wed 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 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN City, of La Porte d • ADDITIONS or CORRECTIONS DO NOT REMOVE INSPECTION TYPE: i '� DATE:24 THIS JOB HAS NOT BEEN COMPL ED The following additions or corrections s all -tie made before the lob will be acc ted l✓1 rl S ^l /11.1 0-P �ndil P: i n � ! �'jy 4 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 properinspectdr'has had ample time to approve:the installation. After additions or corrections have been Dade, call281-470-5130 For additional information ca 470 ,5073.- PRESSMARD - USE BALL POINT PEN Ntnal Inspection Check Sheett' " Commercial Date: ��' �l Project •,M.- Projecti ReviewFile 1. ♦ - 3 :: • 1 • i •" 2. i 1 • •Customer• 1. • •• —••" 1 ♦ 8. 9. Field Review' 10. • . • • • :1 • ..•_ ;- .e1 • •9 r .pie temp 30-day , is au orize - Inspector Signature Date SACPShamVNSPECTION DIVISIOMInspcctionsTinal Inspection Check ShectComlDecO8.doc i TEMPORARY CERTIFICATE OF OCCUPANCY THE CITY OF LA PORTE DATE COMPLETED June 15, 2009 This Certificate issued pursuant to the requirements of the International 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. s V Project: 08-1615 Proposed Use: Warehouse Occupancy Construction Type: II Flood Zone Property Owner: CLAY DEVELOPMENT & CONST Address: 1726 AUGUSTA DR #100 CITY HOUSTON State: TX Zip 77057 Project Address: Contractor: 10052 PORTER RD (SHELL ONLY) CLAY DEVELOPMENT EXPIRATION DATE: AUGUST 14, 2009 TRUCK PARKING ACROSS THE STREET NOT COMPLETE AS OF 6-15-09 "ws=4 6-15--0'I'll (Approved y) f Date ********POST IN A CONSPICUOUS PLACE******** a9` 0- .oq (2 ?So Af /0:2SA+^ 9�S o4 -A bbQ - inrl 14 FIRE MARSHAL INSPECTION TO: DEPARTMENT: FAX # 281-867-4629 FROM: DEPARTMENT: FAX # 281-470-5005 PHONE # 281-470-5074 INSPECTION TYPE: SANDY WISE FIRE MARSHAL RAMONA CHAVEZ INSPECTIONS FINAL INSPECTION BUSINESS NAME: PACKWELL II ADDRESS: 10055 PORTER RD CONTACT: ANDY (CLAY DEVELOPMENT) PHONE NUMBER: 281-733-9688 CITY INSPECTION DATE: 10/02/09 @ PM THANK YOU x TRANSACTION REPORT x, r- Y' DATE START RECEIVER TX TIME(L)PAGES P. 01 OCT-02-2009 FRI 09:58 AM TYPE NOTE M# DP OCT-02 09:57 AM 92818674629 22"(1) 1 SEND OK 550 x � TOTAL 22S PAGES: 1 #�lk�tXY�Y��M����XX#XXXXXI;XXXXXX��XYlK1C��X#xXz�XYYXXX#�XYYYXXXY:K�#��YXYYxx�K�XYYY������YY���Xz����XY�XM�Y FIRE MARSHAL INSPECTION TO: DEPARTMENT: FAX # 281-8674629 FROM: DEPARTMENT: FAX # 281-470-5005 PHONE # 281-470-5074 INSPECTION TYPE: SANDY WISE FIRE MARSHAL RAMONA CHAVEZ INSPECTIONS FINAL INSPECTION BUSINESS NAME: PACKWELL H ADDRESS: 10055 PORTER RD CONTACT: ANDY (CLAY DEVELOPMENT) PHONE NLJM BER: 281-733-9688 CITY INSPECTION DATE: 10/02/09 Q PM CITY OF LA PORTE 4 W FAIRMONT PARKWAY l +. -- LA PORTE, TEXAS JJ LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y Issue Date Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning . Owner . . . . . . Contractor Application number Description of Work Construction type . Occupancy type . . Flood Zone . . . . Approved a P E R M A N E N T 10/01/09 129-636-000-0007 10055 PORTER RD LA PORTE TX 77571 UNDERWOOD BUSINESS PARK RES D UNDERWOOD BUSINESS PARK PLANNED UNIT DEVELOPMENT GRANITE UNDERWOOD DIST CTR LP CLAY DEVELOPMENT & CONST 713 789-2529 09-00001416 000 000 :NEW, PARKING GARAGE WOOD FRAME (TYPE V) UTILITY & MISCELLANEOUS Building Official V L. VOID UNLESS SIGNED BY BUILDING OFFICIAL CL t Page I of 2 Menager, Dwayne From: Huber, Mark Sent: Monday, September 21, 2009 2:21 PM To: Menager, Dwayne Cc: Ramos, Mario; Fitch, Dennis; Huber, Mark®v® n Subject: RE: Packwell II 81�� Dwayne, please ensure that a copy of this email ends up in the job file so inspectors will know'tffat NO slats required. MH 1 — From: Malik, Masood Sent: Monday, September 21, 2009 11:25 AM To: Huber, Mark; 'Danny Martin' Cc: 'Mark Hayes'; 'Bryan Christ; Menager, Dwayne; Ramos, Mario; Fitch, Dennis Subject: RE: Packwell II If there is no outside storage, we have no issues with the subject site. Thanks-masood From: Huber, Mark Sent: Thursday, September 17, 2009 3:44 PM To: 'Danny Martin' Cc: Mark Hayes; Bryan Christ; Menager, Dwayne; Huber, Mark; Ramos, Mario; Fitch, Dennis; Malik, Masood Subject: RE: Packwell II Danny, you will need to talk with Masood. Whatever you all decide, I need a letter— email with the final determination from Masood for our job file and inspection purposes. Check with Andy V. for other remaining issues. Mark From: Danny Martin(mailto:dmartin@claydevelopment.com) Sent: Thursday, September 17, 2009 2:12 PM To: Huber, Mark Cc: Mark Hayes; Bryan Christ Subject: Packwell II Mark, Our approved drawings for the fencing at Packwell II shows for the fencing to be slatted. Although our deed restrictions require all storage yards to be screened from the road, Packwell is using this facility for truck parking, not material storage. Therefore, we removed this requirement. I believe this is item is the only thing preventing us from getting our final inspection. Do I need to submit a revised site plan showing no slats in the fence or is this email good enough for your records? Danny Martin, P.E. 9/22/2009 -, Page 2 of 2 Clay Development & Construction, Inc. 5599 San Felipe, Suite 1440 Houston, TX 77056 (P) 713-789-2529 Ext. 104 (F) 713-782-3755 9/22/2009 i l T y DF L�t,P07-�� I#ACKFLOW PREVENTIONASSEMBLY CERTIFIED TEST REPORT* NAME OF PROPERTY: PROPERTY ADDRESS: zip: 7757/ ,KEY MAP#539 T,PHONE NO.: d?.2-O"—S� MAILING ADDRESS: /C 04f— ATTN: THE BACKFLOW PREVENTION ASSEMBLY DETAILED HEREON HAS BEEN TESTED AND MAINTAINED AS REQUIRED BY TNRCC•Caapter i90, RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS, CITY'S UNIFORM PLUMBING CODE. AND IS CERTIFIED TO COMPLY WITH THE REQUIREMENTS. TYPE OF ASSEMBLY �/� ❑ REDUCED PRESSURE PRINCIPLE (RP) O REDUCED PRESSURE PRINCIPLE-DETECTOR(RPD) Dt.YRESSURE VACUUM BREAKER(PVB) ❑ DOUBLE CHECK VALVE(DCV) ❑ DOUBLE CHECK VALVE-DETECTOR(DCD) �] SPILL -RESISTANT PRESSURE VACUUM BREAKER(SVB) MANUFACTURE/RR I-P� G�J MODEL # (� J SIZE SERIAL NUMBER LOCATED AT: /t t C f/,�� � D /� ��PK DATEINSTALLED:Y'l 10 s the assembly installed in accordance with manufacturer recommendations and/or Plumbing Code? PJ' This backflow assembly is used to protect from cross connection of backflow with REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER & SVB DOUBLE CHECK VALVE ASSEMBLY RELIEF VALVE AIR INLET CHECK VALVE CHECK VALVE #1 CHECK VALVE #2 Pazs INITIAL D.C. CLOSED TIGHT ❑ CLOSEDTIGHT ❑ OPENEDAT OPENEDAT HELDAT RP PSID PSID PSID PSID PSID TEST_ ❑ Fail LEAKED ❑ LEAKED ❑ DID NOT OPEN ❑ DIDDID NO ❑ LEAKED ❑ R" E P A I R S v ❑Pass D.C.CLOSEDTIGHT ❑ CLOSEDTIGHT ❑ OPENEDAT OPENEDAT HELDAT INITIAL TEST ❑ Fail RP PSID PSID PSID PSID PSID TEST GAUGE USED: MAKE/MODEL: VI(ZO C2 QOU SIN: 9,?,0b0L CALIBRATION DATE: 12_1, `6I LO (rrpN aevodly) THE ABOVE IS CERTIFIED TO BE TRUE, (The test results reflect the soundness ofthe assembly at testing rime pD(P.). CT's FIRM NAME: CERTIFICATION PLUS , CERTIFIEDTESTER: AA9%4�� FIRM ADDRESS: 18610 Tomato Street, Building D CERTIFIED TESTER NO.: /S /0 Spring, TX 77379 WQC- ENGR.: FIRM PHONE #: (281) 370-8811 TEST DATE: TEST REPORTS MUST BE KEPT FOR AT LEAST THREE YEARS. /� TESTING IS REQUIRED UPON INSTALLATION, REPAIR, OR RELOCATION AND ANNUALLY THEREAFTER !� •• USE ONLY MANUFACTURERS' REPLACEMENT PARTS. 1 TEMPORARY CERTIFICATE OF OCCUPANCY THE CITY OF LA PORTE DATE COMPLETED June 15, 2009 This Certificate issued pursuant to the requirements of the International 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: 08-1615 Proposed Use: Warehouse Occupancy Type: S-IB Construction Type: II Flood Zone: X Property Owner: CLAY DEVELOPMENT & CONST Address: 1726 AUGUSTA DR #100 CITY HOUSTON State: TX Zip 77057 Project Address: 10052 PORTER RD (SHELL ONLY) Contractor: CLAY DEVELOPMENT EXPIRATION DATE: AUGUST 14, 2009 TRUCK PARKING ACROSS THE STREET NOT COMPLETE AS OF 6-15-09 "�"* 6-15--0 (Approved y) S Date ********POST IN A CONSPICUOUS PLACE******** APR-:21b-..'00*i t FIX NO, K 0i ECEDIf Fr�i, SEP 0 UTILITIES 4 2009 BY.- DATE: d;/ I'Vi Year QT! OF LA enaQ.. LA PONTE, KNAS 7YY71 SUBJECT: THE M OV TEMRARI UTILITIES FQR CONS -RUC ON TESiNn OF QUIPMENT /00,f !TM uRPOSES AND MTAT& PCHMIT NUMPF ----OWNEP AS GENERAL CONTRACTOR I, A reque, j QQ& 3t ;,ale ELECTRICAL CONTRACTOR of equiPmemV 1 0ilderttand ,j liLities for construction and the testing Occup�v or use. 1 this in no way ,torage T)uvpos,, gives me permission to unless any building or Portion thereof' Pirmits on Lnc building or portion to be Occupied had been inspented,approvcd, and a CeKiCi.cate of Ocicl-'Pa110Y issued. We further under Land that. Lhe Lamporary utilities May be disconnected for uny the respo li "olat" ill M Me. Tho General contracfor and owner assume nnibiny for any sub-cuntractor, viVation of any city ordinance by the Qmporhry &Wtr Cal permQ; alo . in Force for more is re"U17" A to (10"AV? the bUildill Months (.90 days), If SO" 0111LInd by ""ric3l contrach' a new application shali the tMargry el.j"c"sed trical tor and be accompanied by The undernigned Me= the nar MY Or Le Po tu indemnify and hold forever Claims or nnuLoA LEeby r, 'tN Orr"niars, rind harmless �-mPloyees from any indirectly by ,, I twxpora"y 3Qged kc have and all been caused directly is made, nee " utilihiPs or for which this application is al.si� understnnd Permitn required for 1; the MICK, request will jn)t be issued until all have been ansued. jelrot/010blin by all provisions GC the Electrical Code, OWNER; FLECTNICAL CONTIPMV? -25Z9 -Z529 15 E City of La Porte M OF AM AUUHt55 / , ^ `�z - - ` INSPECTJ4 f,1—) ,..! .0 r •J A \ DATE: .0_ THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made j before the job will be accepted i, /- L' i ^j O A �S Ceit' Cn. II %J r IC•� --`1 - e � G n J 'LA.-,dsrn.eI-Jon Sn�\ a . r . . r 1 ,,4 CC / u 7-71a It is unlawful for any Carpenter, Contractor, wilder, 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, i call281-470-5130 r For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN TEMPORARY CERTIFICATE OF OCCUPANCY THE CITY OF LA PORTE DATE COMPLETED June 15, 2009 This Certificate issued pursuant to the requirements certifying that at the time of issuance this structure ordinances of the Jurisdiction regulating binding cc Project: 08-1615 Proposed Use: International Building Code compliance with the various tion or use. ancy Type: S-1/B Zone: X Property 0 er: (;bAY'DEVELOPMENl &JUVNSI Address: NU,GUSTADR#l00�CITY IIOUSTON State: %,,..11,,116 Zip 77057 2 P\ Project Address: 1005ORTER RD (SHELL ONLY) Contras ot'r" CLAY DEVELOPMENT EXPIRATION DATE: AUGUST 14, 2009 TRUCK PARKING ACROSS THE STREET NOT COMPLETE AS OF 6-15-09 6-t5--0� (Approved y) S Date ********POST IN A CONSPICUOUS PLACE******** bad g-,q_oq e ?:S0A� ,u 2 -t crcal,z� — 1) 9—i:t'69 Final Inspection CheckShe'et Cammercial . Date: Project Address: 10 O 5 Z. F o r -t e- e— F-E-> Contractor Name_' Project Name: Pi44GK Wle L-t- 1L-- File: Review #'s 1-9 04/°�'�og �17. Inspection ticket to identify if full of CO is authohZed to I P X* / �Im --f % - � � Insp c �iryfy �O Oh 6 -1.c-49 tor Si afore Date Huber, Mark From: Wise, Sandra Sent: Friday, June 12, 2009 10:14 AM To: Jennings, Sherry; Yanez, Ramona Y; Lawrence, Vickie; Huber, Mark; Wilmore, Debbie Subject: 10052 Porter Rd FM Insp passed for Final on 6/i2/og roost Porter Rd Thank you, Sandra Wise City of La Porte Fire Marshal's Office 28r-867-46o3 fax 28r-867- 4629 raGL—rJMLQQNsul TANTS INC. INTERNATIONAL ENERGY CONSERVATI N CODE INSPECTION FOUNDATIONIFLOOR ❑ FRAME (COMM. ELECT d MECH) INSULATI0 NAL HAS B INSPECTED. CALL FOR FURTHER INFORMATION. APPROVED. OK TO COVER DAT INSPECTOR 7IX/ DISAPPROVED. DO NOT COVER DATE INSPECTOR T MAKE THE FOLLOWING CORRECTIONS AND RESCHEDULE THE INSPECTION: Ci of La Porte Lei I Lei V OF INSPECTION TYPE: �� DATESu.C/I THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 0 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 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN J �J �+ �i.ty ®f La Porte .Established 1892 Customer Service Inspection Certificate � texas Name ofPWS City Of La Porte I .LocadonofService /005Z /02Tfie Reason for Inspection: New causoactico.................................... • • • • • • • • • f� �g 8�a where tnntaminmg hazards arc suspected .............. ❑ Major renovation or expansion of distr1ution fam'lities .................. ❑ I ,¢Qt0 l��, !05 upon inspection of the private water distubuti a f—* ifi cased to the aforementioned pabhe;'59 sty do hereby certify ffi , to the best of my lmawledgc (1) No direct coaoectian between the public drialoag water supply sad a potential Secs of Cmq"F— NooW_MMPi&® contamieari®eAstsPoteadalsommesofcont—ingtianam, imlatedfromthepublic water �• ❑ system by an err gap or on appropriate baddlovv pnevmtiba assembly in accc Iee with (2) Noaoss-earmeetionbetween thepublic dtinlitgwarasapptyaudaprivate walersystem ❑ e ;m Where as actual air gap is not Maintained'betweea the public water supply and a private water supply. an approved reduced ptevsmn-zone badkilaw prevention assembly is properly installed and a service igrecneat aside for amuml'iVecdon and testiog by a eatified baeldlow praveatian- assembly testa . (3) . No connection e * i which would allots the rctum ofwater need far tong, cooling � ❑ or isdushial protases back to the pdhlit wster supply. (4) No pipe of pipe fitting which ecootias more than L0% lead east+ in private water ❑ distnbutiou facr73ties installed art ar a7ter,July 1 08L (5) No solder or flea which caataim more than O.Z% lead east id private water distribution ' ❑ faeilitics installed as or ate July 1, 19g8. I flnthe certify that the foIloa[hrg mataiais were attd in the ivsiallatiGo of the private watt distAidion &cHiric Savico lines Lead Cl Capper [� PVC @� Other ❑ Solder Lead ❑ Lead Free [3� Solvent Weld @� Other ❑ I reeogmizo that this document shall become a went record of the afo�mur tioned Public Water 5Yst= and that I o Yegauy respo�rl7le for the validity of the laf�adw I have prow; cd. . Rrsm5cc sipnauue cflnspeefor Rg0strari® Number P7 »r bind Inspector P17mtbing Inspection License Title ^Type afRegisiratian say -9 • Date Rev 12/00 LOCATED AT, PWJ.,Ar� City of la Porte saeldtow Prevention.Assemby Certified Test and Maintenance Report Phn+me and ingmdone Fmc (M) 470.60W Plb:c waMta DwmbnPla Pox (281)470S128 MBID01didDTa -.•_ - i a •..• _- no' l9, pmuvlm asoftly dubod B.bw ti Berm .died rmd m.I fthwdaiP jul- by THRCC r.Otfdnft ad b m� bee ap.r.aMp MMaM.mepoBlM prre�Mn. PIDUCED P'REBBIIRE PRUICtlKfi O REDIICEDPRERSUREPROmIPLE- DETECTOR G OCRLE OHM VALVE ACV) O DOUBLE C07GC-DETECTOR [= P�M VACUUM MWAKeR MM O UNIAWSWANTPPAMM VACUUM WMkK i (SM SERIAL NO. �6S� DATEAEDZ HSMJ REDUCED PMMEeeMMRC PIOUCrLE A13 M Y OKMOUSM VACUUM OWAKM Mm eVe CMMYALVRAMElLr RELM VALVE CREAKM CIELTL.I Aet NEM CIEC(11ALVE 0eTVLL AT_PoD AT_P= CPCNWAT OPEWD AT HWAT TaIrT CDe®Tzm O CLOGED TKMNf 13 PM Pep PW a DID NOT OPEN 17 =fWWEN O MEAI® O R9AON AM MMATBBALS IAA ►DIAL wT-7 Pep FOO AT P09 IOPVUR AT AT AT TOM or M=Tmff TOOT Pep Pep Pep T!ffroom OUs:M�y�.�/� U2/MMMEL f"40 ao%r/ at7TNLR0. ,�753Iod CALUMAT10K DATE 4//7 jo y Is dw unim T pM, Aft In aeoBM - . Vft ere nMufadiwai Mecowarw4ld= and /or bod code.? YES -TlrnPatr mo d a rr.b"wmtlmd w..M..a -T.+vbmw~&vmkwb laayaP.M:anbPrm "'TFSTM /9 ASW RED AAW L4LLr FOR HWH HEALTH HAZARD LOCATH MB Rev. 3200a i City of La Porte Backflow Prevention Assembly CartMed Test and Maintenance Report Pft mkV and Inspee0oru Pubk works Data ent Fox (201) 470. M Fox (281) 4MM29 PSUB W • 10f0018 I. • ..•_. rev - - Tha bd 0 pMmg1 IN alum Oebwhn b••A MMId R101111raYM0 M RIVA•O Try THRCC r and b arYJW b W p�rMr� cut REDUCED PRMBLAS PRDKWIE O REDUL®YRMULMPRRICWLS. OWTOCTOR DOUBLE CHIEK VALVE M" O DOUNLECHECR-oHTECTar O PFff32L EvALTAAIMM4KEkMM Cl 8PLLf4W 'WT VAeuwMWAKM (a%M MANUFACTURER " DomUF 92Sx� BERIALNO. 3�/ SIZE Z LOCATED AT: dyT AVDATE DWALLED�e REIROM rREBSURE P OOMW ASSEMY PRFa6URE vACIRlY eRFA1®t MD M DQUINACNECKVALVEAYamLY RELIEF VALVE ai CR w AR SadT CHM VALVE OSTUIL 4ELD AT_PW AT_►OID OPMEDAT OPEMEDAT HELD AT TEBr CIAa®TK*fr O CLOSED Tma O ►ab PWD P D 0 LENGM 13 DDROr OPEN O DIDNOTOPUM O LEAKED O R®Aala MID �JU90NJ USED FilAl AT P AT AT AT AT TaalMm CL OUM mff POD Pmn Mn Ile r amme USED: MARE/MODEL ZF-Wh 40M seRw NO. 14795iOd CALOPATDR DATE /17109 Is Oro an=* 8wWW in amuearm w2n dre marw%maera remanaMEEDns and/or beef ooae 17 Yes RENNuol AfErV THE ABOVE M CMTr?M TO aE TRUE, P7m bf �fb mftd ra •mnbms arfr anardfrf bop amRy1 0ERTwW Te9Tew* Mw RMJAPA P' CA([/f6Er� TEsTmFRYaAouwA9 /OW (A]W e O C6R6EED TESTIR (WONA ' _ JTA AW N 77477 ou nmD TEaTER mo. CI x fzo PRDHc HUM261 (1 ( 616 7Z6l woC. GMQPCEG+ -PMMaorrammnprry TEST ATE 5/Za(Q9 -Sf riPrs mua d.ne•1.O brMMf �•Y•wi -'fre'opbnpWd�pon bl�6lNry�p••, ernM•/o• -"1E47IND f9 R&OWND AAN IALLYFOR OWN fE4LT1f HAZARD LOCATIOM Rev. WD0E 04/17/2009 18:54 71386('4-i.2 A?R-2E-2007 1HU 01.02°;,, PAGE 02 ADVANTAGE ELECi-''TI FAX NO. i__e REQUEST FOR TEY,PORARY UT . ItILITTu3 DATE: mon�h day year TO: BUILDINu OFFICIAL CITY OF LA PORTS LA PORTE, TRYAS 77571 R 0] SUH ECT: THE USE OF TEM ARy Vt. TESTING OF E Po`R'ENT AZILT IRSFO kCOS TION PU POSE4IT „ TBE L�' �� R S AND BUILDING PERMTT NUNITAk — , OWNER I, ,AS GENERAL CONTRACTOR request the uce . ° ,eB ELCCIRICAL R Of equi sent I �s temp0F'ary utilities for CONTRACTOR occu. p ' understand that construction a pY or use for store a has in no 'wry 8ives me and the testing t+r.eeo pc,;olts On the p+.,rposen any building °r permission to inspectetl,approved building or portion portion We f and a Certificate L0 be ocev thereof further understand that the of, Occupancy 9R00"PSed had been for any violation of the Code, tt7porarY utilities the responsibilit The General contractors be disconnected sub -contractor, y .or ahy violation of any cityand owner assume orainanca by the Temporary electrical permits are in Force mcrc time, is required to are the force r0r• be submitted in 3 months (90 days). If the te, by a lid electrical contractb' a new porar electricalor and application -hall R y permit fte, he acoompanieci by The undersigned hereby agrees to indemnify, and hold fo, the City o£ La Pcrtc, its 0Y'fioiers, and employe., claims or causes ever harmless indirectly b the °f action alleged to have Yees from any and all is :node, y temporary use n£ utilities rorewb caused directly or hinh this .application 1 also understand tho , perwita required for the building regnr t beer icot be Issued until all have Sued. I hereby z- e r0 abide by r,11 provision, of the Electrical Code. OWNER: 01NC:RAL CO.N-09ACl'01i: 5kWk � :.713 89—Z5z9 EL CTR!CAL Ti1 COiNTR-r A ., r FIRE MARSHAL INSPECTION TO: SANDY WISE DEPARTMENT: FIRE MARSHAL FAX: 281-8674629 FROM: VICKIE LAWRENCE DEPARTMENT: INSPECTIONS BUSINESS NAME: GRANITE UNDERWOOD DIST. CENTER ADDRESS: 11052 PORTER RD. CONTACT: BRIAN PHONE NUMBER: 713-819-0387 CITY INSPECTION DATE: 05-22-09 (AM) WHAT KIND OF INSP. FINAL • P. 01 TRANSACTION REPORT MAY-22-2009 FRI 08:42 AM DATE START RECEIVER TX TIME(L)PAGES TYPE NOTE M# DP MAY-22 08:42 AM 92818674629 25"(1) 1 SEND OK 880 TOTAL 25S PAGES; 1 x FIRE MARSHAL INSPECTION TO: DEPARTMENT: FAX: FROM: DEPARTMENT: BUSINESS NAME: ADDRESS: CONTACT: PHONE NUMBER: CITY INSPECTION DATE: WHAT KIND OF INSP. SANDY WISE FIRE MARSHAL 281-8674629 VICM LAWRENCE INSPECTIONS GRANITE UNDERWOOD DIST. CENTER 11052 PORTER RD. BRIAN 713-819-0387 OS-22-09 (AM) FINAL City of La Porte _` OF JOBADDRESS INSPECT) NTVPE4I,L,� C,� THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Si 4- e A— S Jt— /1.J —41 o C G o4 , t TCl — iyo Aj i 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 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN y„ E 'n.i 5�1'ii':.:w�.ik::.ti. 'w'hit • � `:eL`La'ui-.":q��:++.:.::u:.-�i-au.:�', City of La P e JOB ADDRESS /0 �'S_ -z— INSPECTION TYPE: - DATE:, , B HAS NOT BEEN COMPLETED additions or corrections shall be made / before the job will be accepted A --AC ,C CIS, r r- s C-'l , 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 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN �Sx+��.:Jj��.,•;--tell,:;N•,rf.,�ii•�[a�i:iL, •- -- -. ti,6J�._�., CITY Clv LA PORTE, TX ;`AA *** Cms- AER RECEIPT *** Batch ID: TX KATHY 3/12/09 70 Receipt no: 68660 Type SvcCd Description Amount RE REINSPECTION FEE Qty 1.00 $35.00 10052 PORTER RD/CONCRETE Trans number: 1866427 LICENSES AND PERMIT 00100004062100 POOLED CASH / POOLE 00100001010100 BC CONSTRUCTION MANAGEMENT LLC 3705 DRUMMOND HOUSTON, TX 77025 Tender detail CK Ref#: 1524 $35.00 Total tendered: $35.00 Total payment: $35.00 Trans date: 3/12/09 Time: 10:07:35 THANK YOU FOR YOUR PROMPT PAYMENT Citv of La Porte - s Lei N to10 or JOB ADDRESS , y THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted i 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 281-470-5130 For additional information call 281-470-5073. h PRESS HARD USE BALL POINT PEN-., City of La Porte 604 W Fairmont Pkwyj ' La Porte, Tx 77571 '(281)470-5073 INSPECTION LINE: (281)470'=5'13.0 ****ZONING'PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 08-00001616 Date 10/15/08 Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Application type description ZONING PERMIT Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Property owner . . . . . . . GRANITE UNDERWOOD DIST CTR LP Owner address . . . . . . . %BLACKROCK REALTY ADVISORS INC 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Other struct info i./. .. SIC ---------------------7- ------------------- Permit ZONING PERMIT Additionai desc SIC 5162 PACKWELL Permit Fee 50.00 Issue Date . . 10/15/08 Expiration Da e . . Qty Uni Charge Per BASE FEE TONING PERMITS) X ----------------- I Valuation . . . 0 Extension 50.00 ---------------------------------------------------------------------------- Special Notes and Comments 1. SIC 5162 PACKWELL II 2. PLASTIC RESIN DISTRIBUTOR. 3'. COMPLY WITH ALL CONDITION OF SCUP # 08-005. 4. MUST OBTAIN CERTIFICATE OF OCCUPANCY PRIOR TO USE OR OCCUPANCY OF BUILDING. 5. ANY CHANGE OF TENANT, USE, OR OWNERSHIP REQUIRES A NEW ZONING PERMIT. ---------------------------- ----------------------------------------------.-- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 50.00 50.00 .00 .00 Grand Total 50.00 50.00 .00 .00 --------------------------------------------------------------------- THIS PERMIT BECOMES INVALTVI WITH ANY CHANGE OF USE, OCCUPANCY, TENANC 0 0 HIS BUILD OR L SE SPACE. A E `� / OWNER OR AGEN — ZONING ADMINISTRA DATE CITY OF LA PORTE COMMERCIAL) NDUSTRLAL APPLICATION FOR UTILITY SERVICES) (OVER2.5 AC.) PERSON MAKING REQUEST: STREET ADDRESS (WHERE W/S IS LEGAL DESCRIPTION: sag �N.b'erayoVD' gjwsf xC-xr AitiK �-- SQ. FT.** *AREA DESIGNATED SHALL INCLUDE REQUIRED SETBACKS. "MUST BE OVER 108,900 SQ. FT. TO USE THIS FORM. WATER DEVELOPMENT FEE - $17.77 PER LINEAR FOOT $ d WATER TAP - - $ o0 p o 0 Y2 ' / 'D 0-10 `' 1 TO AL WATER CHARGES $ SEWER DEVELOPMENT FEE- $41.13 PER LINEAR FOOT $ . TOTAL SEWER CHARGES $ TOTAL WATER & SEWER CHARGES $ % 00 �- X SIGNATURE OF PERSON MAKING REQUEST ( ) FOR LIVESTOCK USE ONT.Y- WATER FRONT FOOT FEES NOTAPPLICABLE. AT THIS TINIE. *MINBAUM SIZE TAPS AS PER P. L C. M SANITARY SEWER DESIGN REQUIREMENT'S, CHAPTER 4, SECTION 4.03-G. NOTE: FOR LARGER TAPS CONTACT WATER/SEWER SUPERINTENDENT. / G /� D DATE OF PAYMENT: 000 - 000 `l RECEIPTNUMBER: SS�I CLERK'S INITIALS: t/L �TEy�9�o WORK ORDER NUMBER 5 a--`7 3 S.\CPSLueUNSPECnoN DMSIONUaspxtio=\We4r & Sew¢ tic m c-pmp.doc (Over 2.5 Ac.) 11-16-05 Rev. CITY OF LA PORTE COMMERCIAIANDUSTRL4L APPLICATION FOR UTILITY SERVICE(S) (OVER2.5 AC.) PERSON MAKING REQUEST: STREET ADDRESS (WHERE W/S IS LEGAL DESCRIPTION: BLK: PROPERTY SIZE:* ( _`)_ XSO.FT.** .sue i LT: -- SUBD- AZ, A^I-f.. D Ar r r *AREA DESIGNATED SHALL INCLUDE REQUIRED SETBACKS "MUST BE OVER 108,900 SQ. FT. TO USE THIS FORM. WATER DEVELOPMENT FEE - $17.77 PER LINEAR FOOT $ 1rWATER TAP - $ �('� �9A}�a�r taP TOT WATER CHARGES $ `00v °o SEWER DEVELOPMENT FEE- $41.13 PER LINEAR FOOT $ ICZYenn $ ej�caioi �n $. 2 O TOTAL SEWER CHARGES $ TOTAL WATER & SEWER CHARGES $ . A 7GYM 0� X SIGNATURE OF PERSON MAKING REQUEST ) FOR LIVESTOCK USE ONLY — WATER FRONT FOOT FEES NOT APPLICABLE, AT THIS TIME. *MINIMUM SIZE TAPS AS PER P. I. C. M. SANITARY SEWER DESIGN REQUIREMENTS, CHAPTER 4, SECTION 4.03-G. NOTE: FOR LARGER TAPS CONTACT WATER/SEWER SUPERINTENDENT. (e)3 � R �f 9N� SACPSh=\iNSPECTION DSIONUnspec[io=\We7er & Sewn tic on com-pmp.doe DATE OF PAYMENT: RECEIPT NUMBER CLERK'S INITIALS (Over 2.5 Ac.) ss« r S3735' 11-16-05 Rev. CITY OF LA PORTS C OMMERCIAL/INDUS TRLA L APPLICATION FORUTILITY SERVICES) (OVER2.5 AC.) I• MI' • NI . • i3. STREET ADDRESS (WHERE W/S IS LEGAL DESCRIPTION: BLK: LT: V N�srw000 PROPERTY SIZE:* (-`) X-�— *AREA DESIGNATED SHALL INCLUDE REQUIRED SETBACKS. **MUST BE OVER 108,900 SQ. FT. TO USE THIS FORM. WATER DEVELOPMENT FEE - $17.77 PER LINEAR FOOT WATER TAP - $388.00 (5/8-3/4" TAP ONLY) 0. � m SE INSPECTION FEE 1p �/I•� V TOTAL WATER CHARG 1.13 PER ii j' � � l�'��f ���r� I�o.. TOTAL E. $ . 25:00 TOTAL WATER & SEWER CHARGES gVsoWC.0 AaiK Q" FT ** ( )FOR LIVESTOCK USE ONLY -WATERFRONT FOOT i?E3 T AP ICABLE' AT THIS TIME. * SIZE TAPS AS PER P. L C. M S SEWER DESIGN REQUlRE1VIEN TS; TER 4, £SECTION 4.9 -G. . NOTE: FOR LARGERAPS CONTACT WATER/SEWER SUPERINTENDENT. DATE OF PAYMENT: • IV wFiTiTo r. �I• CLERK'S INITIALS: S:\CpSh=kNSPECTION DI=ON\Impedio=\Water& Sew tie m =-prop.do (0v 2.5 Aa) 11-16-05 Rev. CITY OF LA PORTE p . COMMERCIALANDUSTRIAL ., `- . , APPLICATION FOR UTILITY SERVICE(S) :� (OVER2.5 AC.) lli"`' PERSON MAKING REQUEST: _STREET ADDRESS (WHERE W/S IS NEEDED):_ / D O jr.5 r �D LEGAL DESCRIPTION: BLK: LT. SUBD: 10�6.4AGTfacf oW ,a.S.`U" j 3,523ac. eSC-3 PROPERTY SIZE:* — X = S . FT. * * *AREA DESIGNATED SHALL INCLUDE REQUIRED SETBACKS **MAST BE OVER 108,900 SQ. FT. TO USE THIS FORM. WATER DEVELOPMENT FEE - $17.77 PER LINEAR FOOT �r TOTAL WATER CHARGES SEWER DEVELOPMENT FEE- $41.13 PER LINEAR FOOT SEWER TAP - $315.00 (6" TAP*) $ SEWER INSPECTION FEE $ - TOTAL SEWER CHARGES 00 TOTAL WATER &SEWER CHARGES $ 'S'O X SIGNATURE OF PERSON MAKING REQUEST ( ) FOR LIVESTOCK USE ONLY - WATER FRONT FOOT FEES NOT APPLICABLE, AT THIS TTME. *mNwuM SIZE TAPS AS PER P. I. C. Ni SANITARY SEWER DESIGN REQUIREMENTS, CHAPTER 4, SECTION 4.03-G. NOTE: 64D- /a y, 6 36- 000 - 00©7 FOR LARGER TAPS CONTACT WATERISEWER SUPERINTENDENT. DATE OF PAYMENT: RECEIPT NUMBER 5 -512 WORK ORDER NUMBER: 5 9I 3? SACPShmt\1NSPECTI0N DI WSION11nspec[ions\Watcr & Sewa tie on cm-prop.doc (Over 2.5 Ac.) 11-16-05 Rev. CITY,OF LA PORTE 604 W FAIRMONT PARKWAY _ LA PORTE, TEXAS ..LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y Issue Date Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning Owner Contractor Application number Description of Work Construction type . Occupancy type . . Flood Zone . . . . P E R M A N E N T 10/02/09 129-636-000-0007 10052 PORTER RD LA PORTE TX 77571 UNDERWOOD BUSINESS PARK RES D UNDERWOOD BUSINESS PARK PLANNED UNIT DEVELOPMENT GRANITE UNDERWOOD DIST CTR LP CLAY DEVELOPMENT & CONST 713 789-2529 08-00001615 000 000 NEW, COMMERCIAL BUILDOUT NON COMBUSTIBLE (TY.I,II) STORAGE Approved . . . . . . . F1 1. VAX Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CL w !N) 0 9-17-OU. irr t 0 NLr,) )m S� S\RES-COML INSP SHEETOCtOS.XLS .�CPSHARE\INSPECTTONSDMSION/iN.SpEGnON 0& �IWS .......... q— /vaL FAXED: $4—d 7, 007 1 OS- T POLE L4mtj 0 J3.4AA C?Al(a CONST ELEV CERT recv'd if in AENE zone) FORM SURVEY If applicable) 11 - 57 - GROUN UMRLNG f'j,ee30iE12v FA V C- Ott f 10.1-61 PIER$- 3L uNDATION rm WATER SERVICE LINE SEVEMRK o4bVM �zl AA 6Lh Lt-u\_rol ti-7 hA I)-- 10% COVER-UP C(-! 1) o PQ U i'W k2Qm Q- Q AIO _-TfNappr_ D?,v� _m n N100a014 �u 1-t IV0,_ rn MEY I JjW% DRI np - 40 jLykfL K U r_j � . I Z 14 yy) FINAL DRAINAGEIGRADING A--_!ry & FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN6ItOFdj'49'h FINISHED FkO.O'k IS?,-\ REQUIRED BFE: IS THE ELEVATION S OR MORE ABOVE BFE: (YES) OR (NO) 'ffp�W\N1% FAXED: GAS FINAL FAXED:51/cflqt�o ELECTRIC FINAL GG OTHER (patid, lawn/ 9 6 n) sprinklers, etc.�7� FINAL q_o? ov. q-e4- j Ak-& 1, L1_e&.j twp- A21A fJZ%,L �/J_Zof - _t`' 3TU-Av�- WECTIONSIRYSICML INSP SHEEToCt05.XLS SHAR N "EC ON'Dl/VZIS�0 Ni P42-A) oy, AM- * a' 5 -- 3 l=�z � p RESIDENTIAL W&S WORK ORDER# 59-134 1 Yz Tap 4-11+` �,• � Y'i/ DATE. NEW . ✓ ADDIT ON ADDRESS / a 6 s a Pak k LEGAL DESCRIPTION RCS. LJ • C oll ' ��,., �,�, n� � edYv,}n• PH# �1.3 �a'9-zsz9 k i9 OWNER— a CONTRACTOR / & �Dkiil e 2dxw �-., PH# DATE ADDRESS REQUEST. Pj L �' '':• ZONING CLASSIFICATION }� FLOOD ZONE BLDG PLANS SUBMITTED to - 7-6 BLDG PLANS REVIEWED FEES PAID • ' ' l , WATER FRONT FT FEES SEWER FRONT FT FEES WATER, Dq'l�1Sv d2. �0 O .p 0 E G�/ T s .iw.✓>rtNA � FLOD MnPgff �difAEorVE.zone) P RMT� - 1 BUILDING PERMIT 08- PLAN REVIEW FEE DRIVEWAY TIE IN FEE PARK LAND FEE - ZONE +{ Lr�qq►*polcs-P4rklr%, t� 4- ELEI'TRICAL PERMIT TEMPORARY POWER POLE - PLUMBING PERMIT pq- l4C(a bg- (ca Y .a6 i Q'dr:�Q DIECHANICAL PE r \ (Urv�er9eooA� oa�y 1 C):C2-.4'-- (✓ 32c9:oCi. S:\C hareUnspecdons ED M7 WSP SfiEETmay 06.doc /bv.cao \..111 Vl' LA CVl\t Li '04j PAIRMONT PARKWAY • L, 2ORTE, TEXAS -' LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 10/01/09 Parcel Number . . . . . 129-636-000-0007 Property Address . . . 10055 PORTER RD LA PORTE TX 77571 Subdivision Name . . . UNDERWOOD BUSINESS PARK Legal Description . . . RES D UNDERWOOD BUSINESS PARK Property Zoning . . . . PLANNED UNIT DEVELOPMENT Owner . . . . . . . . . GRANITE UNDERWOOD DIST CTR LP Contractor . . . . . . CLAY DEVELOPMENT & CONST 713 789-2529 Application number 09-00001416 000 000 Description of Work NEW, PARKING GARAGE Construction type . . . WOOD FRAME (TYPE V) Occupancy type . . . . UTILITY & MISCELLANEOUS Flood Zone . . . . . . Approved Building Official U L VOID UNLESS SIGNED BY BUILDING OFFICIAL CL Q ......... . . . . . . . . . . 0 S:ICPSHAREVNSPECTIONSDrVISIONAN.SPECTIONS1REs-c6ML INSP SHEEToctCS-XLS ' DATE ` n R�S�1t T £ a" INSPECTOR REMARKS' INSPECTION u�,3 m ✓ r-� 9— a �, �L 5&� A-3-1)9 l�ak� 1ems a-3 oq OaLu way IL 3 �we>z ✓ ,a 1- 09 tj IrWild tz- 2�a9 r,� Iwrz o i S-Iq-o9 Orr 0 1 8 �G m 3- . Q• oa ( tebr,� G( ` _ , 11 S:%CPSHARBINSPECTIONSDIVISION/INSPECTIONSVZES-COML INSP SHEETo MS.XLS City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ----------------------------------------------------------------------- Application Number . . . . . 09-00001450 Date 9/09/09 Property Address . . . . . . 10055 PORTER RD HCAD Number . . . . . . . . 129-636-000-0007 Application type description MISCELLANEOUS Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 2000 Owner ------------------------ GRANITE UNDERWOOD DIST CTR LP %BLACKROCK REALTY ADVISORS INC 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Contractor KEY SCAPE, LLC 16575 VILLAGE DRIVE HOUSTON TX 77040 (832) 889-5188 --- Structure Information 000 000 NEW IRRIGATION Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) --- Occupancy Type . . . . . . FACTORY & INDUSTRIAL ---------------------------------------------------------------------------- 3 Permit . . . . . . BUILDING PERMIT -LAWN SPRINKLER Additional desc . . NEW IRRIGATION Permit Fee . . . . 27.50 Plan Check Fee 13.75 Issue Date . . . . 9/09/09 Valuation . . . . 2000 Expiration Date . . 3/08/10 Qty Unit Charge Per Extension BASE FEE 20.00 1.00 7.5000 THOU BLDG - 1,001 - 50,000 7.50 ---------------------------------------------------------------------------- Special Notes and Comments T/S: 09/03/2009 09:42 AM PE_CHAVEZ - (1) AS PER PLANS AND NOTES (2) PROPERTY OWNER IS RESPONSIBLE FOR ANY REPAIR TO IRRIGATION SYSTEM INSTALLED IN ANY UTILITY EASEMENT AND ANY FUTURE DAMAGE TO SYSTEM BY UTILITY PROVIDERS (3) SEE ATTACHED LAWN IRRIGATION HANDOUT OR --- MINIMUM REQUIREMENTS (4) NO HEADS OR PIPING ALLOWED IN STREET RIGHT OF WAYS (5) NOTIFY THE CITY OF LA PORTE TO ANY CHANGES IN SCOPE OF WORK (6) CALL FOR �0 INSPECTIONS BEFORE BACK FILLING ANY TRENCHES (7) BACKFLOW CERTIFICATION MUST BE ATTACHED TO BACKFLOW PREVENTER AT _)n THE TIM OF INSPECTION (8) SEPARATE J0 PERMIT REQUIRED FOR ANY ELELCTRICAL 50 WORK -'- ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ----------------------------------------------------------'------------------ Page 2. Application Number . . . . . 09-00001450 Date 9/09/09 --------------------------- Permit Fee Total -------------------- 27.50 27.50 .00 ---------- .00 Plan Check Total 13.75 13.75 .00 .00 -" Grand Total 41.25 41.25 .00 .00 LZa--� ----------------------------------------- ( I R�F CONTRACTOR OR AUTHORIZED AGENT) ��^ (A PR BUILDING OFFICIAL OR AUTHORIZED AGENT) IT i SEP I 2 200' Ownees Name: C l o. Canhactor PERMIT APPLICATION City of La Porte 281-470-5073 �t *Hectrlrnl _•(See beck of for City 71 S Established 1892 'Phm binL. E.. Address Z7 3 Ciiy Zip St orf ` � ContactPexson: /1 ContrectnrPmeil eddms: rrs ' • :n m .. . u • u..li 111111 • 1 n u . .r.... 1 111 �' • Buming Use: Velueban: � D 0 D. o J - - Sq. Footage•—+ �- Y .Iw � 1 YY'd� ♦ 1' ... ... Usem. ui u w .mb� Cbmmmmd :.. . u u PIM QJ M.,_ ._. .. .. a •..:n.- N• .u.uu Tm= /J K- Resideotisl driveway tio-in fee Fee:I PesmitNo.`/JV'1 PBmrtFee �? s.r Fx: M/ ..mwwseoo T COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE MIND,1UM CHARGE ON PERMTT(S) IS $20.00 Description Charges Quantify Fees PERMIT ISSUE FEE Outlets, Fhlmes, Lights & Switches (le 5 — Flat fee) Above Items (All Others) Clothes Washer/ Dryer Range Receptwle Cook Top or Oven A/C, Wmdow Unit Receptacle Water Heatrr ` Dishwasher/Gerbsge Disposal Meter Loop & Service (inchdw Temporary cur -in) Temporary Saw Pole (T Pole) Reconnection of Service Reinspxtioa Fee MOTORS: Up to but not including'/, hp rfi hp and less than 10 hp 10hpdtnpto50hp 50 hp and up S7.50 50 $3.00 .60 each $2.00'eachC C $ 3.00Iee6lil S.1.50 each S 3.00 each _ $ 3.75 each /. $1.50each y' "1r: $15.00 each $15.00 each $15.00 each $35.00 each S 1.50 each S 250 each $ 3.50 each $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS ,NOTE: M ND" CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fbctm /Disins/haps $ 3.75 each Sewer (New, Repair, or Replacement) S 750'each Septic T=VSeepage Pit/D ain Field $15.00 each\ Water Heater $ 3.75 each Gas Piping System (7-4 ozdr&, flatfee) $ 7.50. Gas Piping System (over 4 ora*b-each) $ 150 each hrstallation, Alteration or Repair of Water Piping and/or Water Tag Equipment S 750 each Repair/Ahmation—Drain or Vent. $ 7-50 each ` Each Vacuum Breaker/Backflow Protection Each One (7-5) S 3.75 each Each One (Over 5) $ 225 each Reinspection Fero $35.00 each 0•* 27.50+ 13.75+ 41.25* /OOSS � 02 r6iz � Irrigation Permit Notes 1. As per plans and notes. 2. Property owner is responsible for any repair to irrigation system installed in any utility easement and any future damage to system by utility providers. 3. See attached Lawn Irrigation handout for minimum requirements. 4. No heads or piping allowed in street right of ways. 5. Notify the city of La Porte to any changes in scope of work. 6. Call for Inspections before back filling any trenches. 7. Backflow certification must be attached to backflow preventer at the time of Inspection. 8. Separate permit required for any electrical work. a PPROVED PLANS ARED, A NEW SUBMITTALTY IS REQUIRED PRIORHANGE OCCURRING. CITY COPY M _ City of La Porte 604 W Fairmont Pkwy 1' LazPort.je, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00001416 Date 9/02/09 Property Address . . . . . . 10055 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Application type description NEW, PARKING GARAGE Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 8500 Owner Contractor ------------------------ ------------------------ GRANITE UNDERWOOD DIST CTR LP CLAY DEVELOPMENT & CONST %BLACKROCK REALTY ADVISORS INC 800 GESSNER STE 850 300 CAMPUS DR FL 3 HOUSTON TX 77024 FLORHAM PARK NJ 079321038 (713) 789-2529 --- Structure Information 000 000 4 LIGHT POLES FOR PARKING LOT Construction Type . . . . . WOOD FRAME (TYPE V) -- Occupancy Type . . . . . . UTILITY & MISCELLANEOUS 3 Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL ADD ON Additional desc . . 4 LIGHT POLES -PARKING LOT Permit Fee . . . . 80.00 Plan Check Fee 40.00 Issue Date . . . . 9/02/09 Valuation . . . . 8500 Expiration Date 3/01/10 Qty Unit Charge Per Extension BASE FEE 20.0.0.. 8.00 7.5000 THOU BLDG - 1,001 - 50,000 60.00 ---------------------------------------------------------------------------- Special Notes and Comments T/S: 08/27/2009 11:11 AM PE_CHAVEZ - (1) THIS PERMIT FOR LIGHT STANDARDS ONLY (2) SEPARATE ELECTRCIAL PERMIT REQUIRED (3) CALL FOR INSPECTIONS BEFORE ANY WORK COVERED (4) AS PER 3 APPROVED SITE PLAN -------------------------------------------------------------------------= - Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 80.00 80.00 .00 .00 )0 Plan Check Total 40.00 40.00 .00 .00 )0 Grand Total 120.00 120.00 .00 .00 in )0 ,0 ---------- -- -- - - ----------------------------------------------== (SIGNA RE OF CONTRACTOR OR AUTHORIZED AGENT) DATES o� (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT)`/�S DATE1l j `15 p M. ;11-�6-01 S�EIFMIT APPLI City of La Porte Established 1892 281-470-5073 RE C E' V AUG 2 6 2009 Building Mechanical Project Owner's Name:L1, Y DLOV41a im4.a Phone: Address!;S_94 Sa• %I;tee . g RY0 H .iron TX 77056 Street City Contractor: Cla j DEVIIap sot- $+ 4*n61 Phone: / Street City Zip 10 Contractor Email address: r I& d ev e I of Aw*A . [*...Fax: 711-7 8 A -i 7SY Contact Person: Il_ A,r__l. Building Valuation: B. SOO For.9ty Use Only Occupancy Type Ci Flood Sq. Footage: # Stories Describg Work: y 4.,91" Ia�P3 ter- Pmrctc4Z Let Class Ll Sq. Ft. n1 N Construction Type--!— Use Zone p LA # Stories N Parking Req ^j N Last use of Building /\f N Date use ceased: N N Commercial Buildings Plans Only -Fire Marshal Approval /J Date /,1 N Checked/Approved for Issuance By: L�. /►) Date_ 0 9 (� \ ` Parkland(New Res. Only): Zone # n! A —Fee: 14 A Permit No. _ \ `0 Permit Fee ffO. Plan Check Fee: Y 0 26 -O9 i. 227 CITY COPY PROVIDE 2 AODINGNAL TIES AT TOP GE BASE- SEE MEP FOR GROUND — 6 45 VERTICAL 3APS WITH 43 TIES AT 16, D.C. YGTES, 1. DESIGNED --OR 120 .MPH Q SEC) WIND SPEED PER THE 2100 INiEP.WIDNAL BUILDING CDOE. COMIACtCIAL DESIGN AVILDi'S 1726 AUGUSTA DROVE, SUITE 100 HOUSTON. TX 77057 PHONE (713(789.2529 FAR (713(782J755 TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION 0FLOA975 l tiC".R I FDR ANCHtR SIZE AND I13CANC14, IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING 3000 PSI CONCRETE BASE 'ECEIVE SE- MEP DRAWI.vGS 8AUG 26 20 FOR CGNDUIT I I gY• 0 SHEET TITLE: PACKWELL II LIGHT POLE FOUNDATION oo J NAME: PACKWELL H SHEET NO: DATE: 8117109 D WINI BY: LARRY S. S K- q 1 CHKD BY: LARRYS. (i-A VIL EIO VMENI 6 CONS•uclION IN4 TRANSMITTAL LETTER To: City of La Porte 604 W. Fairmont Parkway La Porte, TX 77571 ✓ ATTACHED ❑ PRINTS ✓ REPRODUCIBLE ATE: 8/26/2009 T N: Ms. Dwayne Menages OB NAMIi.: Packwell II — Light Poles E: Revised Construction Drawings ❑ UNDER SEPARATE COVER ❑ SPECIFICATIONS ❑ SHOP DRAWING ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ — -- — — UANTITY DESCRIPTION 2 Revised Site Plans 1 Application 2 Light Pole Foundation Detail ITEMS TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ FOR YOUR USE ✓ FOR REVIEW & COMMENT ❑ AS REQUESTED REMARKS: Dwayne, ❑ APPROVED AS SUBMITTED ❑ APPROVED AS NOTED ❑ RETURNED FOR CORRECTIONS SENT VIA: ✓ MESSENGER ❑ FEDERAL ENTRESS ❑ FAX ❑ MAIL I'm submitting a revised site plan showing 4 light poles that we are requesting to add to the storage yard for Packwell II in Unerwood Business Park. Please give me a call if you have any questions. Thanks, j:�� 7t4 Danny Martin, P.E. CITY COPY ECEIVE AUG 2 6 2009 BY:_---- 800 Gessner Road, Suite 850 • Houston, Texas 77024 • Tel. 713/789-2529 • Fax 713/782-3755 City of La Porte 604 W Fairmont Pki La Porte, Tx 7757 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ------------------------------------------------------------------------- Application Number . . . . . 09-00001416 Date 9/03/09, Property Address . . . . . . 10055 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Alternate Search Method . . . Application type description NEW, PARKING GARAGE Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner GRANITE UNDERWOOD DIST CTR LP %BLACKROCK REALTY ADVISORS INC 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Contractor CLAY DEVELOPMENT & CONST 800 GESSNER STE 850 HOUSTON TX 77024 (713) 789-2529 --- Structure Information 000 000 4 LIGHT POLES FOR PARKING LOT ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW ELEC WORK Sub Contractor ADVANTAGE ELECTRIC INC Permit Fee . . . . 28.50 Issue Date . . . . 9/03/09 Valuation . . . . 0 Expiration Date . . 3/02/10 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 5.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 3.0,0 1.00 15.0000 EA EL - METER LOOP & SERVICE/TCI 15.0,0 ---------------------------------------------------------------------------- Special Notes and Comments T/S: 08/27/2009 11:11 AM PE_CHAVEZ - (1) THIS PERMIT FOR LIGHT STANDARDS ONLY (2) SEPARATE ELECTRCIAL PERMIT REQUIRED (3) CALL FOR INSPECTIONS -- BEFORE ANY WORK COVERED (4) AS PER APPROVED SITE PLAN ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- 0 Permit Fee Total 28.50 28.50 .00 .00 Grand Total 28.50 28.50 .00 .00 n �I 0 .0 �i i 0 Contractor or Approved by Building Offic ------------------------------------------ AutlWrized Agent Date ��11�yulL 9-3-07 or Authorized Agent Date - 0 Pj-j � elol- W�&w AK�6A ZAAI. I PERMU APPLICATION f City of La Porte Established 1892 281-470-5073 Mechnicai *Elwtrical V 'Plumbmo-� O(Seo &ark of form) Pmjedjkddrnss: I0055' �or i c r 1?-d Ur Pxt Subdivision: Un�M PC rI k Block OwncesNamc l�1Rf1Nf%t uNV �i3r�% L� Phone: - r � its . [• TRCC r e&tahan # on all now Single Family Dwellings or Mmodcl over $10.000 1RCC # Sq. Footage # Stones Building Use: Dmu bo wo&- /l/ f/cr, L4)01C k- -- — - - - For City Use Only icy Typo Flood Zone Class Work Sq.,Ft CAIS5tI7rCi]OII TyPC Use Zone # Stones Pig Rbq} Date n5C c=SOd: Last use of Bm1 Commercial Buildings Plans 0& Firo Marsbal Agprw� Dale CE: SPocial .. _..: ..Fev -m mn i - r COMPLETE THIS SECTION FOR ELECTRICAL ICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE. $7.50 S7.50 Outlets, Fgtures; Lights & Switches (1" 5 - Flat fee) $ 3.00 1 3.00 Above Items (All Others) .60 each 5 . 3.10 Clothes Wasber/ Dryer $ 2.00 each Range Receptacle S 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle S 3.00 each Water Heater S 3.75 each Dishtvasher/Garbage Disposal $ 1.50 each Meter Loop & Service w` (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each• Reinspection Fee $35.00 each MOTORS: Up to but not including V2 hp $ 1.50 each '/n hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up S 4.50 each Total Fee •.COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT`LSSUEFEE 1 $15.00- - S15.00 Fisunes/Draius/fraps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each . Septic TauVSeepage PWDrain Field $15.00 each Water Heater S 3.75 each Gas Piping System (1-4 outlets, flat fee) S 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ T50 each Repair/Aheration - Drain or Vent $ 7.50 each Each Vacuum BreakerBaddlow Protection Each One (1-5) S 3.75 each Each One (Over 5) $ 225 each Reinspection Fee $35.00 each Total s-.X7,%m UNmlwnaNDrvisioNNnw=a= aidgp=ahAM dd ii18Q5.dw Huber, Mark From: Huber, Mark Sent: Friday, July 31, 2009 11:03 AM To: Malik, Masood Cc: Lawrence, Keenan; Sterling, Brian;'dmartin@claydevelopment.com'; Huber, Mark Subject: RE: Underwood Address According to our files, Danny Martin with Clay Development requested an address for an irrigation meter for this same storage yard back in August 09. At that time an address was issued for that storage yard which was 10055Porter Rd. Therefore no need to assign another address. MH From: Malik, Masood Sent: Thursday, July 30, 2009 1:24 PM To: Huber, Mark Subject: FW: Underwood Address Brian asked Keenan to proceed. FYI.thx.m From: Danny Martin [mailto:dmartin@claydevelopment.com] Sent: Thursday, July 30, 2009 8:23 AM To: Malik, Masood Subject: Underwood Address Masood, We are going to be installing light poles in the storage yard for Packwell H on the north side of Porter Road (see attached). Because we are getting a seperate electrical service, I will need the City to assign an address to this storage yard. I would recommend 10055 Porter Road, but let me know if you agree. I will submit an electrical plan for permit because there was no electrical plans submitted in the original set of drawings for these light poles. Thanks, Danny Martin, P.E. Clay Development & Construction, Inc. PLEASE NOTE OUR NEW ADDRESS 5599 San Felipe, Suite 1440 Houston, TX 77056 !U_ , rl n (P) 713-789-2529 Ext. 104 (F)713-782-3755 A FIRE MARSHAL INSPECTION TO: DEPARTMENT: FAX # 281-8674629 FROM: DEPARTMENT: FAX # 281470-5005 PHONE # 281-470-5074 INSPECTION TYPE: SANDY WISE FIRE MARSHAL RAMONA CHAVEZ INSPECTIONS FINAL BUSINESS NAME: PACKWELL II ADDRESS: 10052 PORTER RD CONTACT: MARK HAYES PHONE NUMBER: 713-789-2529 CITY INSPECTION DATE: 6/4/09 AFTERNOON THANK YOU P. 01 TRANSACTION REPORT JUN-04-2009 THU 03:49 PM DATE START RECEIVER TX TIME(L)PAGES TYPE NOTE M# DP t JUN-04 03:49 PM 92818674629 24"(1) 1 SEND OK 959 TOTAL : 24S PAGES: 1 x � FLRF MARSIIAL INSPECTION TO: SANDY WISE DEPARTMENT: FIRF MARSHAL, FAX # 281-867-4629 FROM: RAMONA CHAVEZ DEPARTMENT: INSPECTIONS FAX # 281-470-5005 PHONE, # 281-470-5074 INSPECTION TYPE: FINAL. BUSINESS NAME: PACKWF.LL 11 ADDRESS: 10052 PORTER RD CONTACT: MARK HAYES PHONE NIJMRFR: 713-789-2529 CITY INSPECTION DATE,: 6/4/09 AFTERNOON City of La Porte 604 W Fairmont Pk� " La Porte, Tx 77573j (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ----------------------------------------------------------- Application Number . . . . . 09-00000969 Date Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Application type description MISCELLANEOUS Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 19673 Owner Contractor ------------------------ --------------------- GRANITE UNDERWOOD DIST CTR LP INFRASTRUCT SECURITY, %BLACKROCK REALTY ADVISORS INC 747 N. SHEPHERD #800 300 CAMPUS DR FL 3 HOUSTON FLORHAM PARK NJ 079321038 (713) 721-9732 --- Structure Information 000 000 FIRE ALARM Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . STORAGE -------------------------_---------------------------------- Permit . . . . . . _BLDG_.PERMIT-FIRE--ALARM' Additional desc . . FIRE ALARM Permit Fee . . . . 162.50 Plan Check Fee Issue Date . . . . 6/04/09 Valuation Expiration Date . . 12/01/09 6/04/09 INC. TX 77007 81.25 19673 Qty Unit Charge Per Extension BASE FEE 20.00 19.00 7.5000 THOU BLDG - 1,001 - 50,000 142.50 ---------------------------------------------------------------------------- Special Notes and Comments (1) CALL FOR INSPECTIONS (2) CONSTRUCT AS PER FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid Credited -------------------- Due "- --------------------------- Permit Fee Total 162.50 162.50 .00 .00 - Plan Check Total 81.25 81.25 .00 .00 Grand Total 243.75 243.75 .00 .00 L; ;t +n �0 ---------- - - -----------------� --- --- - - - - - -- (b,IGNATURE OF ICO&TRACTOR OR AUTHORIZED GEN ) DATE kp-x� 4--46-" 9 (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE -- e-, FAX I _J ., • EIV of La Porte MAY 28 200'281-470-5073 �af :•..... 1 00 I e• ; • Lot— Pmjed lock — city • nn l Add % �F � ►J _��.h erd r� ., , ,.,...... fcv Sheet r �:ntrzrs;r�.5ac..r:� �' Canlra� Enml e. ess C a.. u Pecm1tNo q-� Fca CdyTJ;e f T,8 Flood z�_ x � �4 e Established 1892 l — 7 - s-7 - ZIP $a -30q 5=27-0 .h ! •r n � r ' !J 162.50+ 81.25+ 243.75 * CONEWERCIAL PLAN REVIEW COVER SHEET 0 -"DRES§. �,� /00S z OWNE':t1S-W(k1 : PROJECiC TYPE: NEW: ADDN: HCAD#: /oZ 9 eco - c�oo -7 HTE LOC#: FLOOD ZONE: x '-7- - P vD Y/N SUB /DATE RETURNED IRZ ZONE? E VISIT (DRAINAG ZOkRESAPPLICABLE?: CERPROVAL ASBY RECEIVED TAS F OF SUBMITTAL F101LICABLE?: F216. APPLICABLE?: FILL/PERMIT CLET NEEDED? FEES TAXES UP TO DATE?: DATE OF REVIEW: S' a 9 -0 9 ITEMS NEEDED FOR ISSUANCE OF PERMIT: (Applicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued.) (If yes, permit cannot be issued.) (If yes, figure fees. If no, use w/s form to explain why they are not.) INSPECTOR: 1. CURRENT INSURANCE CERT. (if applicable) OK �" F (no OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED S:\CPSh=\INSPECRON DIVISION\Impations\COML PLAN REVIEW COVER SHEErAm Rm MAR08 .- 1' t ty of La Port / \ r 1 14 W Fairmont La Porte, Tx 77571 — (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00000885 Date 5/19/09 Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . . . . 129-636-000-0007 Application type description MISCELLANEOUS Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . Property Zoning . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 10000 Owner Contractor GRANITE UNDERWOOD DIST CTR LP KEY SCAPE, LLC %BLACKROCK REALTY ADVISORS INC 16575 VILLAGE DRIVE 300 CAMPUS DR FL 3 HOUSTON TX 77040 FLORHAM PARK NJ 079321038 (832) 889-5188 --------------------- Structure Information 000 000------------ Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . BUSINESS ------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT -LAWN SPRINKLER Additional desc . . IRRIGATION AND LANDSCAPING Permit Fee . . . . 87.50 Plan Check Fee . Issue Date . . . . 5/19/09 Valuation . . . . Expiration Date . . 11/15/09 Qty Unit Charge Per BASE FEE 9.00 7.5000 THOU BLDG - 1,001 - 50,000 ---------------------------------------------- Special Notes and Comments 1. AS PER PLANS AND NOTES. 2. PROPRTY OWNER IS RESPONSIBLE FOR ANY REPAIR TO IRRIGATION SYSTEM INSTALLED IN ANY UTILITY EASEMENT AND ANY FUTURE DAMA GE TO SYSTEM BY UTILITY PROVIDERS. 3. SEE ATTACHED LAWN IRRIGATION HANDOUT FOR MINIMUM REQUIREMENTS. 4. NO HEADS OR PIPING ALLOWED IN STREET RIGHT OF WAYS. 5. NOTIFY THE CITY OF LAPORTE TO ANY.CHA NGES IN SCOPE OF WORK. 6. CALL FOR INSPECTIONS BEFORE BACK FILL ING ANY TRENCHES. 7. BACKFLOW CERTIFICATION MUST BE ATTACHED TO BACKFLOW PREVENTER AT THE TIME OF INSPECTION. r 8. SEPARATE PERMIT REQUIRED FOR ANY ELECTRICAL WORK. 43.75 10000 Extension 20.00 67.50 -------- � --- ee,o____________________________________________ (SI NA UR OF CONTRACTOR OR AUTHORIZED AGENT) ^1 (A P BUILDING OFFICIAL OR AUTHORIZED AGENT) `I7! e pier APPLICATION fly EC E IV E r-� City of La Porte Established 1892 MAY 5 2009 1 281-470-5073 i u..n,�:..1, � Mxhanioel �Elecincal^ _ram, `Plumbm City 0 SLLxt yLL K71 '// Ccrl ConmcCPexson:1%� Con actor Email edd�ss: i / zw j Fmc TRCC rogistration # on all new Single Family Dwellings or remodels over $10,000 TRCC # Building Use: � F�:—� # Stories Flood zone X Use �•.� �.1 L•J•I••ll•l 1•i� N• , l�: ,- .- Class work \'\i.' # StoriesI / `� A Perking Rm--L-4 ��ccaso l. .� A I ,1 SS I 11�:11• •f 1� •�• w •�•.11 • I II •�•1.1 �• ••II 1:'.�• . _. COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINA4UM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7,50 Outlets, Fhamrs, Lights & Switches (I"S — Flat fee) $ 3.00 Above Items (All Others) .60 each Clothes Washer/ Dryer S 2.00 each Range Rxeptecle S 3.00 each Cook Top or Oven S •1.50 each A/C, Window Unit Receptacle S 3.00 each Water Heater S 3.75 each Dishwasher/Garbage Disposal S 1.50 each Meter Loop & Service (Includes Temporary cW-in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each ReinspectionFee $35.00 each MOTORS: Up to but not including SS hp S 1.50 each S5 hp and less than 10 hp S 2.50 each 10 hp & up to 50 by $ 3-50 each 50 hp and up $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: M[NIMUM CHARGE ON PERMTT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 S15.00 Fbd es/Diains/Traps $ 3.75 each. ' Sewer (New, Repair or Replacement) $ 7.50 each Septic Twk/SeepagePWDrain Field $15.00 each Water Heater S 3.75 each Gas Piping System (7-4 outida, flat fee) $ 7.50. Gas Piping System (over 4 oudeas-each) $ 1.50 each on, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50;each Repair/Ahr.ration—Drain or Vent $ 7-50 each Each Vacuum Bmakmr/Backflow Prvtx 6n f Each One (7-5) $ 3.75 each Each One (Over s) $ 215 each Reinspection Fee S35.00 each Total S:V..-M=AQap ON DnTU0NftV= mtea S PemaAppi d&2117=Aoo L . - • �L Irrigation Permit Notes 1. As per plans and notes. 2. Property owner is responsible for any repair to irrigation system installed in any utility easement and any future damage to system by utility providers. 3. See attached Lawn Irrigation handout for minimum requirements. 4. No heads or piping allowed in street right of ways. 5. Notify the city of La Porte to any changes in scope of work. 6. Call for Inspections before back filling any trenches. 7. Backflow certification must be attached to backflow preventer at the time of Inspection. 8. Separate permit required for any electrical work. IF THE APPROVED PLAT%:; ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING .'_ r City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00000344 Date 2/24/09 Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Application type description MISCELLANEOUS Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . .Property Zoning . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 256000 Owner Contractor ------------------------ ------------------------ GRANITE UNDERWOOD DIST CTR LP OWNER 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Structure Information 000 000 Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . STORAGE - --------------------------------------------------------------------------4-- Permit . . . . . . BUILDING PERMIT -FIRE SPRINKLER Additional desc . . NEW FIRE SPRINKLER SYSTEM Permit Fee . . . . 1389.50 Plan Check Fee 694.75 Issue Date . . . . 2/24/09 Valuation . . . . 256000 Expiration Date 8/23/09 Qty Unit Charge Per Extension BASE FEE 687.50- 156.0E 4.5000 THOU BLDG - 100,001 - 500,000 702.00 ---------------- ----------------------------------------------------------- Special Notes and Comments 1. CALL FOR INSPECTIONS. 2. COMPLY WITH FIRE MARSHAL PLAN REVIEW NOTES. -------------------------------------------------------------------------'_` Fee summary Charged Paid Credited Due - --------------------------------------------------------- Permit Fee Total 1389.50 1389.50 .00 .00 Plan Check Total 694.75 694.75 .00 .00 Grand Total 2084.25 2084.25 .00 .00 'i J 1 �U ----------- ------------------------- s---------- (SIGNAT9RE OF CONTRACTOR OR AUTHORIZED AGENT) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHO ED AG� ENT) PA I� (o 3.. E C E I V L Al -14tAEpAnT APPLICATION 0 W )-ODI FEB 17 2009 City of La Porte Established 1892 281-470-5073 BY: Building 1/ Mechanical *Electrical *Plumbing *(See back of form) Project Address: I M Z POf I `. Y Q kcf Lot Re - Subdivision: L� l //�__/U 4,Q1:�c! ere(„ &tnlnv.,e� �GtNI.t y� Block: Owner'sName:Vi(An I�ywtrWowIyi Cent lrPhone: Street City Zip A Street I (�1� ,y�city -7 Zip / Contractor Email address:. C . h e rQ (d C (J i e • C4ax � 65 I - � 4+ Contact Person: Engineer., TRCC registration ``# on all new Si Ingle Family Dwellings or remodels over $10,000-TRCC G# t, / Building Use: W U � C I l6 � �f , Sq. Footage: 11 � 1 15 y # Stories Construction Type ruse Zone P u D # Stories_.4�Parking RM-41X Last use of Building i✓�fi— late use ceased: 4/;!f .vl /l 0 9n FMB Commercial Buildings Plans QX-Fire Marshal Checked/Approved for Issuance a - is Taxes . r7 HCAD a9 3 - 000 O Residential driveway tie-in fee: 4 �, I� Parkland(New Res. Only): Zone # Fe t: Permit No. i Permit Fee Plan Check Fee: / S:�CPSh=Unspxuas Id mi �p001A4N8.doc 1 a MEMEMENTOIT1' :1 K% • • • 71 - • �• 1 QZI MO PERMIT ISSUE FEE 57.50 S7.50 Oudem.. m. u«. _ 11 I;i... I •..' 1 each r,.• d Dryer S 2.DO each Range Receptacle IJ ekh Copok p or • 1 each .•• Unit Receptacle S 3.DO each water • • 1 each Meter /1 each 11 each Rocamnection. of Service 11 each Rckq>ectim Fee S35.DO each MOTORS: up to b t mt me -ffi- Y: by S 1.50 each % by and l= than 10 by S 250 each 10bp&Upto50hp 5350each 50 by and up S 450• each Total Fee —moo • .1' :11. • • .1: 1 • 71• .1 • n n, r: r. • a 1 1 r1 rl PERMIT ISSUE FEE/1 S15.00 FixtarMs/Drains/ThIPS 1 each PWDrain Field SL5.OD pipingGas System 1 1 each o. : I' 1.-.r.. . or Repair ofWatm Piping and/cr Water Treating 1 each „_ •,- t each .:. nctim Faffi •,(Over City of La Porte 604. W, Fairmont Pkwyj" La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00000096 Date 1/15/09 Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Application type description MISCELLANEOUS Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 40500 Owner Contractor ------------------------ ------------------------ GRANITE UNDERWOOD DIST CTR LP HG FIRE SYSTEMS INC 300 CAMPUS DR FL 3 15102 SOMMERMEYER STE 100 FLORHAM PARK NJ 079321038 HOUSTON TX 77041 (713) 957-5171 --- Structure Information 000 000 FIRE SPRINKLER UNDERGROUND Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . .. BUSINESS ---------------------------------------------------------------------------- Permit .. . . . . . BUILDING PERMIT -FIRE SPRINKLER Additional desc . . UNDERGROUND FIRE --SPRINKLER" Permit Fee . . . . 320.00 Plan Check Fee 160.00- Issue Date . . . . 1/15/09 Valuation . . . . 40500 Expiration Date 7/14/09 Qty Unit Charge Per Extension BASE FEE 20.00 40.00 7.5000 THOU BLDG - 1,001 - 50,000 300.00 ---------------------------------------------------------------------------- Special Notes and Comments (1) CALL FOR INSPECTIONS (2) COMPLY WITH FIRE MARSHAL PLAN REVIEW NOTES ATTACHED (3) COMPLY WITH COMMERCIAL PLAN REVIEW NOTES ATTACHED ---------------------------------------------------------------------------- Fee summary Charged Paid Credited ------------------------------ Due --------------------------- Permit Fee Total 320.00 320.00 .00 .00 Plan Check Total 160.00 160.00 .00 .00 Grand Total 480.00 480.00 .00 .00 i 1 (SI NA 'OF CONTRAC'TOR OR AUTHORIZED AGENT) (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT S)� ------------- DATE DATE 0 P Ci Project 'IIT APPLICh4 of La Porte 281-470-5073 m& 1 Street City Contractor. Contractor Email "Electrical Estabhip c9t f V � E BAN 5 ' ?OOg *Plum street 1 (City ^ ' ZAP �h� address: Cain C 'ax 13-25- -Tl� Contact Person: ,, Engineer. ) KOW ft s Iy� c(.1 1 V TRCC registration �#(�on�all lnew Single Family Dwellings or remodels over $10,000-TRCC # BuildingU : `�)'f�v�tY/li UI�.I VI • Sq.Footage: y� C ��#Stories Valuation: l ", V DescribeworkhR 1 KUL A 94 a For sty Use Only Occupancy Type Flood Zone Class Work Sq. Ft 148 tl. %sl0 Construction Type Use Zone P fl # Stories_Parking R use o Date use ceased Commercial Buildings Plans Only -Fire Marshal Approval M�Il i/r0 Date 1 Checked/Approved for Issuance By: VW, ,& l &N�* Date — 13 "0 7 Permit No. Permit ,74 1 iq i MOTORS: Up m b t me mclndmg Y: hp 'h hp and less than 10 hp 10hp&upm50hp 50 hp and up �•a- •a• 1 5750 O� S 360 each ' Y� S 2.00 each S 3.D0 each S 150 each S 3.DD each S 3.75 cacti S 150 each. S15.D0 each $15.00 each S15.00 each S35.OD each S 1.50 each S 250 each S 350 each S 450•each Total Fz COMPLETE THIS SECTION FOP, PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERNITm IS S20.D0 cbargn Quamlity Fees PERMIT ISSUE FEE 515:00 S15.00 Falmss/D fiermps S 3.75 each Sewer (New, Reparr, or Replaces) S 750 each Septic Tank/Seepage Pit/Drain Field . S 15.00 each Water Fhaiu S 3.75 each C sas Pipmg System (1-4 oiGiets,lfeufee) S 750 t. Gas Pipmg System (over 4 ozcrh*-each) S L50 each liSmllaticm, Aheratiom or Repay of Water Pipmg and/or Water \. Trradiog FgnipmrElt S 7S0 each Ka ' ` t, r RrpaidAkmztiam — Dmin orVets S 750 each Each Vaconm Breakez/Barkfiaw Protection Each Ow (7-5) S 3.75 each Each One (Over 5) S 225 each Remspectiom Fee S35.00 each -Total ., s�.•�Cp 'IICQI� DTV 1IDdc P,,,g Areio&21=105A= , + •t COMMERCIAL PLtiN REVIEW COVER SHE..-: 0 nld ug ro vNa ADDRESS: OWNER'S NAMF Fire' sp -".V'c 1"v'e, PROJECT TYPE: INLW: A-U„:N: HCAD#: /a c/ — - ooU - o002 HTE LOC#: FLOOD ZONE: X Y/N SUB /DATE RETURNED ZOKPiG PERMIT ca. fi££E I'L V ,✓ (p.nplicable on "e :tc, Addn, or Remodc17 - ,✓ (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued.) _ �d_ (If yes, permit cannot be issued.) (If yes, figure fees. If no, use w/s form to ? explain why they are not.) TAXES UP TO DATE?: DATE OF REVIEW: S' d INSPECTOR: /ITEMS NEEDED FOR ISSUANCE OF PERMIT: /v/� Ig�Rp,NCF rFUT cablel OK vy �z-A '�+r rrMo S-o OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED SACPSh=\NSPECIION DNIS1OMMPCCti0M\COh4. PLAN REVrEw COVER SHEET -Am Rev."08 City of La Porte 6.04 W Fairmont F7 La Porte, Tx 77°'._' __. (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 08-00001615 Date 11/04/08 Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Alternate Search Method . . . Application type description NEW, COMMERCIAL BUILDOUT Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner ------------------------ GRANITE UNDERWOOD DIST CTR LP %BLACKROCK REALTY ADVISORS INC 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Contractor CLAY DEVELOPMENT & CONST 800 GESSNER STE 850 HOUSTON TX 77024 (713) 789-2529 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc ELEC FOR BUILD OUT Sub Contractor ADVANTAGE ELECTRIC INC Permit Fee . . . . 214.25 Issue Date . . . . 11/04/08 Valuation . . . . 0 Expiration Date 5/03/09 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 300.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 180.00 1.00 3.7500 EA EL - WATER HEATER 3.75 1.00 15.0000 EA EL - METER LOOP & SERVICE/TCI 15.00 2.00 2.5000 EA EL - 1/2 HP AND UP TO 10 HP 5.00 ---------------------------------------------------------------------------- Special Notes and Comments 1. CALL FOR INSPECTIONS. 2. COMPLY WITH FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED. 3. COMPLY WITH COMMERCIAL PLAN REVIEW COMMENTS ATTACHED. 4. THIS PERMIT FOR SHELL BUILDING ONLY. 5. SEPERATE PLANS AND PERMITS REQUIED FOR FIRE ALARM, FIRE SPRINKLER AND IRRIGATION SYSTEM. 6. COMPLY WITH ALL CONDITIONS OF SCUP# 08-005 ATTACHED. ------------------------------- Fee summary Charged ----------------- ---- Permit Fee Total 214 Grand Total 214 -------------------------------------------- Paid Credited Due 25 214.25 25 214.25 a, k !(-Ll -o - ---------- ---------- .00 .00 .00 .00 OCT-08-2004 FRI 04:33 Pj' FAX Nil"-� PERMIT APPLICATION City of La Porte Establisltc-d 7892 texas 281-471-5020 Ext. 259 Building Mechanical Project Subdivision *Electrical ✓ *(See back of form) M *Plumbing__- IT Lipp Contractor. t VA"rAac Y_I r-pro,. - 1 pVIIG. II A �'YL Addrcss:_'Jag Street y Toly --- —TKO City Zip L-ngineer:__ Building Use:_ Sq. Footage:,__`_# Stoiies—L_ Valuation: Describe Work: Keva e moo, For City Use Only Occupancy Type Flood Zone Class Work_ Sq. Ft. Construction Type Use Zone # Stories Parking Rcq, Commercial BuildingsPlansQp1r,-Fire Marshal Approval Date Checked/Approved for IssuancoBy:^ Date Special Takes HCAD Permit No G S- I (a l S Permit Fee g'/� 25 Plan Check Fee: socas'wrt,..P'M"rMR1d9Pa"1dApn, am. do— S61 V:. F.iirmum P4'.wy. Lo Porl'. Tcx.z!, 77571 • (7,Al1 d71.Cnx) OCT-Q8-2004 FRI 04:34 Pr FAX N(l P. 02 COMPLETE THIS SECTION FOK ELECTRICAL PERMITS:: NOTE: MINIMUM CIiARGE ON PERMI'f(S) IS $20.00 Description Charges Quantity Fees rttcrv11I IJSuh PI.L $7.50 $7.50 Outlets, Firturcs, Lights & Switches (1' 5 - Flat foe) $ 3.00 1 3.p0 Above Items (A]I Others) .60 each 300 tpp.'� Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each I,�.�s Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (Includes Temporary cut -in) $15.00 each _ I 1S'° Temporary Saw Pole (T Pole) $15.00 each RcconncctionofService $15.00 each Reinspection Fee _ $20.00 each MOTORS: Up to but not including Y. hp $ 1.50 each _ hp and Iess than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee Q 14 .as COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Ficnucs/Drainsfrraps $ 3.75 each ^� Sewer (New, Repair, or Replacement) $ 7.50 each Scp6c Tank/Seepage Fit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) S 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent- $ 7.50 each _ Each Vacuum Breaker/I3ackilow Protection Fach One (1-5) $ 3.75 each Each One (Over 5) $ 2,25 each Reinspection Fee $20.00 each Total 5:1CPShue.TN5 PF.CT70N DI VISION1InvpttllomWWs Yamit Appl side 20cd 3.doc 0 PERMIT APPLICATION City of La Porte Established 1892 281-470-5b73 Build ng Meebanical `Elec rical 'Plumbing ✓ '(See back of farm) Project Address) /'p7— L s-ot Subdivision: l/Nne-r2. t_9,n& b �3 Ai yrs ;?r Block: 3a+o Street /� C4Y/ir city M city - zip TRCC registration # on all new Single Family Dwellings or remodels over S 10,000 r R CC # Building Use: Sq. Footage: # Stories i Occupancy Type Flood Zone, Class Work Sq. Ft Construction Type Use Zone # Stories Parking Req_ Last use of BuildingDa>z " se ceased Commercial Buildings Plans QWy-Fire Marshal Approval JE� Cbecked/Approved for Issuance By. CE: Special — Residential driveway tie-in fee: Parkland(1 j43 t ._ On}v): Zone # Fee: Permit No. O 8'I (e I S Permit Fee `(l1 U Plan Check Fee: S:`CPSh=Unsprmons\BldgP=nMA ppW I/04M.&C i J CDlff! ='ES SBM:1DNFO3L CAL PERIZ= NOTE IMMUM CELARGE ON IS 520.00 Quantity Fes PFBim LSSUE FEE S7_50 M0 S -Flat f---) S 3.00 Above it m (An Otbea) 60 each —� Ckd,cs Wad =d Dfyw S 2-00 arh gcc:zllt3z S 3.00 each , --- C.oaic Tap or Ovm s 150 each, AIC, Wmduw Uart Rttzptace S 3.06watcr each . S 3>75 Cach Didrwm wr mar_ Disposal S 150 rack Meftr I.,00p & S� ' (v+clrrdc %mpormy aC-nt) 515.00 each Ten pony Saw Pole (T Polcj S15.00 each Rmwm=ctim of Sou S15-OD each giaaFe� ' s35.00 each' ' fn bat mot iment6hxg V. by s 1-50 each 'A by and laa than 10 bP S 250 each ID by&tip m50bP S350earh 50 bp and up S 450-cwh Trial Fir COMPi FiM TEES SECTION FOR PLUM EI14G P TTS NOTE: MIIMUM CaApRM ONPERMLTR IS RMMDO Damon Chan= Q°mgiLy Trs PFg3AIT ISSUE FEE 525.0D S75.0O F S 3.75 each Sewer'(NewRep, orRep� S 730earh SeFEie T bS=pa" rzTmain Field S15.00 each_ t Wafer $ 3.75 each , Gas Pik Syorm (I-4 M&,!tr, J[atfee)T 756 Gas Piping Systrm (or4 4 oudmw�x S 150 rah hzstaBafecak Aht>mfion or Rrpair ' cgWatrr Pipmg aadtor Wear Txrairog S 750 orh Reps&Aisffifiom-Dia6morVcm S 750each Each Vacs Pxefedioa F3Ch Omc (7-3) S 3.75 each Each One Purr 5) S 225 aih RrasspecliomFea S35.00 each Total ngv�r�rwnpf oa�x uzmsaa City of La Porte 604 W Fairmont Pkt La Porte, Tx 7757',- (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 08-00001615 Date 11/04/08 Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . 129-636-000-00-07 Alternate Search Method .'. . Application type description NEW, COMMERCIAL BUILDOUT Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner ------------------------ GRANITE UNDERWOOD DIST CTR LP %BLACKROCK REALTY ADVISORS INC 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Contractor ------------------------ CLAY DEVELOPMENT & CONST 800 GESSNER STE 850 HOUSTON TX 77024 (713) 789-2529 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc PLBG FOR NEW BUILD OUT Sub Contractor THOMAS ROGERS & ASSO, IN Permit Fee . . . . 90.00 Issue Date . . . . 11/04/08 Valuation . . . . 0 Expiration Date . . 5/03/09 Qty Unit Charge Per Extension BASE FEE 15.00.- 17.00 3.7500 EA PL - FIXTURES/DRAINS/TRAPS 63.75 2.00 3.7500 EA PL - WATER HEATER 7.50 1.00 3.7500 EA PL-VACCUM BREAK/BACKFLOW <6 3.75 ---------------------------------------------------------------------------- Special Notes and Comments 1. CALL FOR INSPECTIONS. 2. COMPLY WITH FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED. 3. COMPLY WITH COMMERCIAL PLAN REVIEW COMMENTS ATTACHED. 4. THIS PERMIT FOR SHELL BUILDING ONLY. 5. SEPERATE PLANS AND PERMITS REQUIED FOR FIRE ALARM, FIRE SPRINKLER AND IRRIGATION SYSTEM. 6. COMPLY WITH ALL CONDITIONS OF SCUP# 08-005 ATTACHED. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited ---------- Due ---------- ------------------------------------- Permit Fee Total 90.00 90.00 .00 .00 Grand Total 90.00 90.00 .00 .00 -------- -- -- ------ - --------------=------------------------------------ /� LI Signature of contractor or authorized agent Date/ Approved by Building Official or authorized agent Date City of La Porte / l 604 W Fairmont Pkwy �= La Porte, Tx 77571 _ (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 08-00001615 Date 10/15/08 Property Address . . . . . . 10052 PORTER RD HCAD Number . . . . . . . . . 129-636-000-0007 Application type description NEW, COMMERCIAL BUILDOUT Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 4615000 Owner GRANITE UNDERWOOD DIST CTR LP %BLACKROCK REALTY ADVISORS INC 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Contractor ------------------------ CLAY DEVELOPMENT & CONST 800 GESSNER STE 850 HOUSTON TX 77024 (713) 789-2529 Structure Information 000 000 Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . STORAGE Other struct info . . . . . FLOOD ZONE X ----------------------------------------- ---------------------------------- Permit . . . . . . BLDG PERMIT -NEW COMMERCIAL Additional desc . . NEW CON. TILT WALL SHELL ONLY Permit Fee . . . . 16890.00 Plan Check Fee 8445.00 Issue Date . . . . 10/15/08 Valuation . . . . 4615000 Expiration Date . . 4/13/09 Qty Unit Charge Per Extension BASE FEE 2487.50 4115.00 3.5000 THOU BLDG - 500,001 - UP 14402.50 ---------------------------------------------------------------------------- Special Notes and Comments 1. CALL FOR INSPECTIONS. 2. COMPLY WITH FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED. 3. COMPLY WITH COMMERCIAL PLAN REVIEW COMMENTS ATTACHED. 4. THIS PERMIT FOR SHELL BUILDING ONLY. 5. SEPERATE PLANS AND PERMITS REQUIED FOR FIRE ALARM, FIRE SPRINKLER AND IRRIGATION SYSTEM. 6. COMPLY WITH ALL CONDITIONS OF SCUP# 08-005 ATTACHED. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER INSPECTION FEE 25.00 WATER - TAP FEE 1400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- City of La Porte 604 W Fairmont Pkwy \,. La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ------------------------------------------------ Page Application Number . . . . . 08-00001615 Date Permit Fee Total 16890.00 16890.00 .00 Plan Check Total 8445.00 8445.00 .00 Other Fee Total 1425.00 1425.00 .00 Grand Total 26760.00 26760.00 .00 --------------------------r--- 2 10/15/08 .00 .00 .00 .00 (S iGCJb- C NTRAC'frOR OR AUTHO Z�T ) DATE (, io �s-oY (APPROVED BY BUILDING.OFFICIAL U ORIZED AGENT) DATE Mechanical PERMIT APPLICATION City of La Porte JUL 'Astablzshed 1892 281-470-5073 'Electrical *(See back of form) *Plumbing Owner's Name: G L�-j VC'A)-moPt' &M t C.o 4 $T%W c-T% tv4 Phone: (-11-5) -t89 -Z5 Z-9 -- "� '121.a.r��srw9R Svirt- lbcb t-NcvSTcYJ-7'►05—► Street City Zip Contractor: C, Lwi O cm LLOemf it + Co11 E _ J Svvw T1 MJ Phone: S �'1 Address: 0^ t, Street City Zip 1\1 . Contractor Email Engineer. D^144f MA4L'n J X-- b\ °� k 1395,acts.��evetcra,e,.t.FCyr r-71jIlet- 31SS rl"u - 1 IN(ES Building Use: Q� A I v [ MLE aw sE- SQ. Footage: 14 9 .71 50 # Stories 1 Valuation: i t� 1015 Ooo Describe Work-. tAw C,004 t I_ ADDRESS NUMBERS MUST BE POSTED DURING CONSTRUCTION & PERMANENTLY AT TIME OF FINAL INSPECTION. NOT A VALID PERMIT UNTIL OWNER IS NOTIFIED OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FULL Owipancy Type S _ Last use guy sQ,-,�rw m Use Zone Nly Commercial Buildings Plans Only Fire Marshal Checke&Approved for Issuance Class Work Sq. Pc—M,—?54 # Stories�_Parking Re(L1 1 Date use ceased: �x— m driveway tie-in Paddand(New Res. Only): Zone # PermitNo.Permit Fee O r— , 62t� ;Zt:7 Gino -7-zy--69 COMMERCIAL PLAN REVIEW COVER SHEET MaERNAL USE) s ADDRESS: 10052 PC2 +eR RD OWNER'S NAME: PAc w. we,. - / el*v De PPtGc.�J�eLA.. I PROJECT TYPE: t„)1ns a NEW: -ADDN: HCAD#: /29-63G -000 -0007 HTELOC#: FLOOD ZONE: X Y/N SUB /DATE RETURNED ✓_ (Applicable on Demo, Addn, or Remodel) • licable to Comm. Or Ind.) ✓ �F' ^ n c T *PPt!fe*"1hE" (4f yes, permit cannot be issued.) If yes, permit cannot be issued.) #Oe x y. Dd ----- �If yes, figure fees. If no, use w/s form to explain why they are not.) TAXES UP TO DATE?: 0 4- DATE OF REVIEW: $ - 13 - 62 INSPECTOR: S NEEDED FOR ISSUANCE OF PERMIT: ITEM 1. CURRENT INSURANCE CERT. (if applicable) nAo OK OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED Slid 08 10.`d2 Cam- rnu �1 r7�'�a^��a q S_Dg ,/ -YL4 SACPSh=\[NSPECn0N MVISIONUnspectionACOML PLAN R". MAR08 _� Allowable Use Y) OR Action? Ord. #s: INSPECTION SERVICES BUILDING PERMIT CHECKLIST (COMMERCIAL) Job Address: 1190 p? Pd6bk Z HCAD#: ,2 ✓ 2"-00 —Vnn 0o 7 (nit Al VurapJ X Owner Name: PdfY W-elL Flood Zone: Type of Work: New ✓ Remodel Addition Date Received in Inspections: Legal Description: Zoning: P 0 o N /� 6 Complete and accurate construction drawings (all phases) are one of the most important steps in completing your project. They will be used to cost out the job, get estimates from any subcontractors, show details in legal documents, and to obtain necessary permits. FORMAT Survey of ProXLnn (SBC 104.2.5 Yes or No Certified Site ale indicating: (Dev inance 1444)Yes or No (� (If reqng Department) ppendix E) • North Arroev Ordinance 1444)Yes or No (Appendix E) • All existinsed cons tion (Dev Ordinance 1444) Yes or No (Appendix E) • All requireg setback li (Dev Ordinance 1444) Yes or No (Appendix E)• Utility Easlleys treets(show if a (Dev Ordinance 1444)) Yes or No (Appendix E)• Distance fed structure to property lines( Ordinance 1444) Yes or No (A endix E) Inspections Division Building Permit Checklist Page 2 ''- - AW •• TTLiL4Xz I •ir Yes or No • �- .. • •-• -• - Construction Drawings with Engineer's al (if applicable) (State Law) Yes o �.• on Plans (State Law) or No ❖ Structural r an (State Law Yes or No ee Exterior Elevation Plan aw) Yes or No :• Electrical Drawings aw) Yes or No ❖ Plumbing Drawin (State Law Yes or No ❖ Mechani awings (State Law) e No ❖ age Plan (State Law) Yes or .• Slab Elevation (if applicable) (State Law) Yes or No SACPSh•re\INSPECTION DIVISION\Inspections\Bldg P Checklist ComlMarOgdoc w CITY OF LA PORTE, TX *** CUS`., "sR RECEIPT *** I Batch ID: TX_JANET 10/16/08 70 Receipt no: 5518 Type SvcCd Description Amount 2008 1615 BP PERMITS Qty 1.00 $26760.00 10052 PORTER RD Trans number: 1783342 2008 1616 BP PERMITS Qty 1.00 $50.00 10052 PORTER RD Trans number: 1783343 CLAY DEVELOPMENT 1726 AUGUSTA DR STE 100 HOUSTON, TX 77057 Tender detail CK Ref#: 30550 $26810.00 Total tendered: $26810.00 Total payment: $26810.00 Trans date: 10/15/08 Time: 15:22:21 THANK YOU FOR YOUR PROMPT PAYMENT This permit is issued to: For Development of. Legal Description: Zoning: Use: Permit Conditions: City of La Porte__� �peci` al CondnahUse Permit # SCU-08-005� Clay Develo ment & Construction Inc. Owner or Agent Address Address in a 206.990 acre tract out of the Enoch Brinson Survey Abstract No.S La Porte Hams Coun TX. Planned Unit Development fPUD) ------ office/warehousing facility IM 1. This SCUP outlines, in general terms, the proposed Planned Unit Development. The developer recognizes and understands that any future construction or development of the private or public improvements anticipated by this SCUP and General Plan shall require further submittal and approval of plats, site plans, construction drawings, engineering analysis, and covenants. 2. Provide on -site improvements, loading and unloading ramps/bays that adequately handle the volume associated with this office and warehousing facility. and fire 3. Hazardous or non -hazardous material storage, chemicals, nature, type requirements should be specified. 4. Design'ofmaneuvering isles and driveways criteria shall be followed. Fire truck access, fire suppression requirements, and fire hydrant placement shall be specified on the development site plan. 5. A site plan and/or separate plans shall be submitted in conjunction with the building permit application. Landscaping is required in percentages specified in Section 106-522 of the Code of Ordinance's. 6. Amount and type_ of landscaping shall be specified on the plan._P-rovide. an irrigation system r-to ensure that all landscaping is properly maintained'by the owner/developer. _ J 7: The Developer sstiall comply with all other applicable laws and ordinances of the City of La Porte and the State of Texas. Failure to begin construction within 12 months after issuance or as scheduled under the terms of a special conditional use permit shall void the permit as approved, except upon an extension of time granted after application to the Planning and Zoning Commission. If construction is terminated after completion of any stage and there is ample evidence that further development is not contemplated, the ordinance establishing such special conditional use permit may be rescinded by the City mendation of the Planning and Zoning Commission of the City of La Council, upon its own motion or upon the recom Porte, and the previous zoning of the entire tract shall be in full effect on the portion which is undeve ed. Validation Date: U o v c City Secretary DirectorNot FITning Page 1 of 1 Huber, Mark From: Herrod, Curtis Sent: Thursday, September 04, 2008 1:06 PM To: Malik, Masood Cc: Huber, Mark Subject: PACKWELL II DISTRIBUTION CENTER Re: 10052 Porter Rd. 1. The site plan is incorrect with regards to the private fire water system. As built drawings of the Public water lines constructed have not been submitted since the installation. 2. The ESFR is shown incorrect. 3. Unclear where the 6" fire line connects. 4 1" domestic water service and 1" irrigation water service is shown. Connection fees applicable. 4. Sanitary Sewer is private. No Fees. 5. Sample well not shown at the SW comer of the building. 6. Fire hydrant must outside proposed fence. Fence to incorporate a pedestrian gate at each fire location along fence. 9/5/2008 A� ims c1li wd carrier V141 grot:, a spa J3 AJ Un 4 any'spec (1) be gable for any spec conareqtrantlad or other datudi; for &fly remsen whatommimr Including "Win'dirt". f "W" suambding 'a 311111111111sar Of I =M declarectIld q%" (3).1 IntAmpon any goods SM.00. Inquiries W the cafflige of goods mhWd -at Aver 00 Q-0. or, ++Arg"4" It event -be di he .,to torimlierTibus- I'migio" a ffI6, J, DANIA012 OR LOSE 7 Any d4m:T�$nWc4ted,:, , alit at that of dethmmy, othenviss consigns t dm a ciser recalls. Any natiom of comeswed-d oat -be given to U* canter within 24 hours*mlw delivery. Thi 6aider will not'be liable -for -such damage or any lose unfass written notice thereof is given to it within 10 days attar the ship na I orms received by it for cafflage.: f1j; LITY ao All City Central Courier dlivers assigrwd to this contract will be covered by a $1,000.00 blanket FICIDIlly Bind, Willett co"m drily-thaft. ptovain by CUENT, by anauthorized City Central Courtier driver, of goods being tritnal5linied In We custody to for or on'bVralf orCLIENT. All claims of sibablipr4or nat ure, which would of iii1ght be 1:11mbed by CLIENT to fall _4mda� them-Adelity, •aoft&wwwrogs m . ust I be"aluds In writing by registered mail *hfiln ladwykW delivery of shtpohant. - :Pilycenur alcouriecom 4 I Ty, (onlinei orderini^via 1 2beO303-cc 'v F.O.0. 2368.,, C -ql m, r-I OU STON TX 7��' 8 , I . FILE COPY E NOUP'll O'l Aly TYPE OF DELIVERY AFTER.HOURS HOURS 5 PM - 7:30 A RE �R 'q.jOT OFOIRECT, C1 RUSH PREPA EI`16"�'[1.6CLL f:,.D THIR6 PARi`Y'��' NAME AME;'kkA-jA 4tOD ()b 'COMPANY 'y" - - m- ., ., -1 7 • ADD 13; A ADDRESS I qjiv. f A 'ATITEN/RM- N', O .. , . - ty ,.jjATTEN1RM_1NO.•.. 'NO PCS e k UtSUHIP110N AND REMARKS AMOUNT 'REDELIVERY CHARGE II - WEIGHT CHARGES 10� z 10 1 N&TE41r �VE TRES�t�FRE�EFI�HR NOT RES"SIBLE FOR CONCIXED Duv,GEO! WAITING CHARG S DRIVER #' RECEIVED BY,'! TRANSMITTAL LETTE'K TO: City of La Porte 604 W. Fairmont Parkway La Porte, TX 77571 ATE: August 28, 2008 TTN: MARK HUBER OB NAME: Packwell II-10052 Porter Road F— X ATTACHED ❑ UNDER SEPARATE COVER ❑ COPY OF LETTER ❑ PRINTS ❑ SPECIFICATIONS ❑ CHANGE ORDER. ❑ REPRODUCIBLE ❑ SHOP DRAWINGS ❑ QUANTITY DESCRIPTION 2 EA. Revised Permit Drawings for Packwell II ITEMS TRANSMITTED AS CHECKED BELOW: E A• ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED X MESSENGER ❑ FOR YOUR USE ❑ APPROVED AS NOTE ❑ FED EX ❑ FOR REVIEW & COMMENT ❑ RETURNED FOR CORRECTIONS ❑ FAX ❑ AS REQUESTED ❑ ❑ MAIL F�Ft��IVED r ' REMARKS: AuG 2 9 2008 Mark, Please let me know if you have any questions. We have tried to address all the comments. FROM: Mark Hayes COPY: 1726 Augusta Dr., Suite 100 • Houston, Texas 77057 • TeL 713/789-2529 Fax 713/782-3755 L � City of La Porte Special Conditional Use Permit # SCU 08-905 This permit is issued to: Clay Develooment 8 Construction. Inc Owner or Agent 800 Gessner, Suite 850 Houston TX 77024 Address For Development of. Packwell II (198,750 SR) Development Name 10052 Porter Road off old Underwood Road Address Legal Description: 10.64 acres of land being Reserve "D" and 3.523 acres out of C3 in a 206.990 acre tract out of the Enoch Brinson Survey Abstract No 5 La Porte Hams County, TX Zoning: Planned Unit Development (PUD) Use: Office/warehousing facility Permit Conditions: 1. This SCUP outlines, in general terms, the proposed Planned Unit Development. The developer recognizes and understands that any future construction or development of the private or public improvements anticipated by this SCUP and General Plan shall require further submittal and approval of plats, site plans, construction drawings, engineering analysis, and covenants. 2. Provide on -site improvements, loading and unloading ramps/bays that adequately handle the volume associated with this office and warehousing facility. 3. Hazardous or non -hazardous material storage, chemicals, nature, type and fire requirements should be specified. 4. Design of maneuvering isles and driveways criteria shall be followed. Fire truck access, fire suppression requirements, and fire hydrant placement shall be specified on the development site plan. 5. A site plan and/or separate plans shall be submitted in conjunction with the building permit application. Landscaping is required in percentages specified in Section 106-522 of the Code of Ordinances. 6. Amount and type of landscaping shall be specified on the plan. Provide an irrigation system to ensure that all landscaping is properly maintained by the owner/developer. 7. The Developer shall comply with all other applicable laws and ordinances of the City of La Porte and the State of Texas. Failure to begin construction within 12 months after issuance or as scheduled under the terms of a special conditional use permit shall void the permit as approved, except upon an extension of time granted after application to the Planning and Zoning Commission. If construction is terminated after completion of any stage and there is ample evidence that further development is not contemplated, the ordinance establishing such special conditional use permit may be rescinded by the City Council, upon its own motion or upon the recommendation of the Planning and Zoning Commission of the City of La Porte, and the previous zoning of the entire tract shall be in full effect on the portion which is undeveloped. Validation Date: u I o 1( 1 ��r �i'l �7Jtt��dii/ Directo f P ning City S-ecretarg n CTCY OF LA FORTE PLANM NGDEPT. 604 WestFaimiantPkwy, LaPorte, TX 77571 Phone:281,471.5020 Fox 281.4705005 www.laportety-gov DEVELOPER'S REQUEST FORM REFER.To 27MBACK OFTWSM"'Foama7RVCHOMAIM sr7a, MMU R620MMEM -------------------------------------------- ------- Developer's Contact Information, 1 I ✓ eSL,(/Y �e Contractor. �/D L �7 M i I Owner _��-� I Phone 1: Phone 2: I 1 1 I E-Mail: Fax: 1 ----------------------------------`---------------- '— '- — — — — — — — — — — — — — — — — — — — — — " -' — — — — " — — — — — — — ^ — — — — — — — — — — — — j I Developer's Project Information: I I Type of Development: Residential Commercial �Industnal �dy�t c J1 � DescaiptianofProject: Project Address: ® •fa 1 Block, I.ot &Subdivision: /l D • b 4 . %l c� /�ii �. ,// �f`- 3 .502 3 1 Property HCAD Amt. Number (13 digits): /Z q - I erg/ 1 Signature of Applicant: Date of Submittal:o2 I--------------------------------------------------! �.d gego�q (tih:ufcd Rotes for City IIsc Only)ADDRESS 1� �;am/ /�.C�• REQUEST: 1 - 1 DTII.IYY 1 I LOCATIONS: 1 ❑ 1 I 1 — I -- COLVERTSiZE 1 Nrt% I..P- FOR I Ii — — —— — — — — — — -----------..-----------------.I NEW I I— *Ravide SketcL ofFuisting orPmposedlhiveway& Proposed Qdvat Placement* I I DRIVEWAY 1 1 1 I CONSTRUCT F PROPERTY 1 I I ❑ II I I I II I I WIDEN E%LST. 1� I 1 DRIVEWAY DITCH------_.._.._._�.._.._.._.._.__.._.._.._..—�----_.._.._.._..—.--°-- I I II 1 I I I STREET FRONTAGE I — — — — — — —1 1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —.— — — — REFaRrouEatc$on2msPoantFORms2Rucrt aNDsusnff2raaRE¢amramvrs R Huber, Mark Page 1 of 3 From: Danny Martin [dmartin@claydevelopment.coml Sent: Friday, August 29, 2008 10:54 AM To: Huber, Mark Subject: Re: Packwell II Mark, I added a 1" irrigation meter to the site plan. Danny ----- Original Message ----- From: Huber, Mark To: Danny Martin Cc: Malik, Masood ; Sterling, Brian; I-Iuber, Mark ; Mark Hayes - NOT MIKE Sent: Tuesday, August 26, 2008 3:35 PM Subject: RE: Packwell II Danny, I just spoke with Masood and he said he would fill out a Developers Request form and give that and a copy of the proposed site plan to Brian Sterling for addressing purposes. Someone please follow up with me once the address for this tract is assigned so I can do the paperwork for the irrigation tap. What size irrigation tap do you want Danny?? Need to also show on the site plan as well. MH From: Sterling, Brian Sent: Tuesday, August 26, 2008 1:14 PM To: Huber, Mark Cc: Malik, Masood Subject: RE: Packwell II Mark, No problem with proposed address here. I'll need a Developer's Request Form (DRF) & a site plan. m From: Huber, Mark Sent: Tuesday, August 26, 2008 9:21 AM 9/2/2008 To: Malik, Masood Page 2 of 3 \� Cc: Mark Hayes - NOT iKIE; 'Danny Martin'; Huber, Mark; Sterling, orian Subject: RE: Packwell II Masood, please see me regarding Danny's email Brian, address ??? MH From: Danny Martin [mailto:dmartin@claydevelopment.com] Sent: Tuesday, August 26, 2008 9:11 AM To: Malik, Masood; Huber, Mark Cc: Mark Hayes - NOT MIKE Subject: Packwell II Mark, Part of the Packwell II development includes a 3-acre storage yard across the road from the warehouse (north side of Porter Road). Because this storage yard needs landscaping and a landscape meter, I think we need to assign an address to this tract. I would like to propose we give it an address of 10055 Porter Road. This site to the west is 10051 and the site to the east is 10057. The irrigation meter is the only thing that will use this address. There's no power planned for this storage yard. Please let me know if this is acceptable. Thanks, Danny Martin, P.E. Clay Development & Construction, Inc. 1726 Augusta, Suite 100 Houston, TX 77057 9/2/2008 Page 3 of 3 (P) 713-789-2529 Ext. 104 (F)713-782-3755 9/2/2008 Texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Friday, July 25, 2008 EASPRJAB820977 PERSON FILING FORM Name: Carla Haramboure Email: charamboure@claydevelopment.com Phone: 713-789-2529 Project Name: Packwell 2 Project Address: Packwell 2 10052 Porter Rd LaPorte, TX 77571 County: Halls TENANT Name: Phone: — Tenant Address: Contact Name: Phone: — Contact Address: BUILDINGIFACILITY Name: Packwell 2 FACILITY Owner. May Development & Construction, Inc. Phone: 713-789-2529 Owner Address: 1726 Augusta Dr., Ste 100, Houston, TX 77057 Contact Name: Carla Haramboure Phone: -- Contact Address: DESIGN FIRM Name: Clay Development & Construction, Inc. Phone: 713-789-2529 Firm Address: 1726 Augusta Dr., Ste 100, Houston, TX 77057 Designer Name: Scott Palermo Email: sparchitedure@camcasLnet Type of License: Architect License Number: 18106 PROJECT DESCRIPTION Start Date: 0912008 Completion date: 0412009 Estimated Cost: $4,615,000.00 Type of Work: New Construction Does this bullding(s) have more than one level? No Are there any elevators, escalators, or platform lifts In this building? No Type of Funds: This project is privately funded, on private land for private use. State Lease No.: Scope of Work: New shell building for office warehouse. Submit this AB Confirmation Page with a complete set of construction documents and applicable fees to a Registered Accessibility Specialist (RAS) or Contract Provider. Enter Another P..rojeot Print this Page_ Page 1 of 1 -�'HuBer, Mark From: Mark Hayes [mhayes@claydevelopment.com] Sent: Friday, August 29, 2008 10:50 AM To: Huber, Mark Subject: Packwellll Attachments: Packwell II TDLR Application.pdf 8/29/08 Mark, I should have attached this to the revised drawings for Packwell II. We have revised our drawings addressing the comments. Please let me know if you have any questions. Have a Great Labor Day! Mark Hayes Clay Development & Construction, Inc. 1726 Augusta Dr., Suite 100 Houston, TX 77057 (P) 713-789-2529 x119 (F)713-782-3755 9/2/2008 Page 1 of 2 Huber, Mark From: Huber, Mark Sent: Tuesday, August 26, 2008 3:36 PM To: 'Danny Martin' Cc: Malik, Masood; Sterling, Brian; Huber, Mark; Mark Hayes - NOT MIKE Subject: RE: Packwell11 Danny, I just spoke with Masood and he said he would fill out a Developers Request form and give that and a copy of the proposed site plan to Brian Sterling for addressing purposes. Someone please follow up with me once the address for this tract is assigned so I can do the paperwork for irrigation tap. What size irrigation tap do you want Danny?? Need to also show on the site plan as well. MH From: Sterling, Brian Sent: Tuesday, August 26, 2008 1:14 PM To: Huber, Mark Cc: Malik, Masood Subject: RE: Packwell II Mark, No problem with proposed address here. BS w e ur I'll need a Develope_r's"Request /rm DRF) & a site pan. From: Huber, Mark Sent: Tuesday, August 26, 2008 9:21 AM To: Malik, Masood Cc: Mark Hayes - NOT MIKE; 'Danny Martin'; Huber, Mark; Sterling, Brian Subject: RE: Packwell II Masood, please see me regarding Danny's email Brian, address ??? MH From: Danny Martin (mailto:dmartin@claydevelopment.com] Sent: Tuesday, August 26, 2008 9:11 AM To: Malik, Masood; Huber, Mark Cc: Mark Hayes - NOT MIKE Subject: Packwell II Mark, Part of the Packwell II development includes a 3-acre storage yard across the road from the warehouse (north side of Porter Road). Because this storage yard needs landscaping and a landscape meter, I think we need to assign an address to this tract. I would like to propose we give it an address of 10055 Porter Road. This site to the west is 10051 and the site to the east is 10057. 8/26/2008 Page 2 of 2 The irrigation meter is the only thing that will use.this address. There's no power planned for this storage yard. Please let me know if this is acceptable. Thanks, Danny Martin, P.E. Clay Development & Construction, Inc. 1726 Augusta, Suite 100 Houston, TX 77057 (P) 713-789-2529 Ext. 104 (F) 713-782-3755 8/26/2008 r 9 SITE PLAN REVIEW FOR MOMPORTER RD 11 10 0 552 o r T.,, 9.. r N N/A DATE : SMOM REVIEWED BV : CH. REMARKS RE 1 Is Development Inside the City Limits ? X 2 lWas a Utility Verification Requested ? If yes, ( State CDR #) X 3 lAre there Street / Alley Closures A. Called Out ? (State SAC #) X B. Proposed ?X. 4 Are Utilities Available ? X Water located on south side of Porte Rd 5 jAre Utility Extensions Required ? X 6 1 Is the Off -Site Water Lines ( Public) A. Shown ? X A. In an Easement or ROW ? X B. In Correct Location. ? X 7 Is the OR -Site San Swr Line ( Public) A. Shown ? I X private A. In an Easement or ROW? X private B. In Correct Location. ? X private 8 Is the Domestic Water Connection C PAGE 2. i Y� N N/A 10 Its a Backflow Device 13 . t� REMARKS A. Required �_ LO X B. Called Out ? X' 11 Its Fire Line Connection A. Applicable ? X see comment # 2 B.Shown ? -x C.Size Called Out ? X' D. Fee Applicable ? 4EX `X :. 12 Are Nearest Fire Hydrants Shown ? (4) are shown 13 Are Addition Fire Hydrants Required ? X 14 Its an Industrial Waste Permit A. Required ? X B. Fee Applicable ? .,_,X - 15 11saSampleWell A. Required ? X B. Called Out ? X 16 1 Is a Grit and Sand Interceptor A. Required ? X B. Called Out ? X 17 Its a Oil/ Water Separator A. Required ? X B. Called Out ? X ray J PAGE 3. 20 JADDITIONAL COMMENTS: 1) Off site sanitary sewer is 2) Fire Line Connection is contingent on fire code requirement 3) The private ESFR water system is on the North side of Porter Rd. Is shown on the South side. 41 The tt" ESFR crossing un-named Private drive is shown interconnected public 12" water line. Y� CITY OF LA PORTE ENGINEERING DEPARTMENT 604 W. Fairmont Parkway; La Porte, 7X 77571 Phone: (281) 471-5020 / Fax (281) 470-5W5 www.laDWetx.00v HCAD #: 129-636-000-0007 HTE Location ID: 46940 July 9, 2008 Mr. Danny Martin Clay Development 1726 Augusta, Ste. 100 Houston, TX 77057 Re: CDR 08-70 — Reserve "D", Underwood Business Park Dear Mr. Martin: The following information pertains to your request for Address, Culvert & Utility Verification for your proposed residential development at the aforementioned location: Address: 10052-RF& _Rbd4Changed from 10050 Porter Road) Utilities: Water is available along property's frontage to Porter Road Culvert: N/A Sincerely, GIS Manager of-t: A City of La Porte PLANNING DEPARTMENT #='n' 604 West Fairmont Parkway - La Porte, Texas 77571 m Once: (281) 471-5020 — Fax: (281) 842-1868 W W W.ci.la-porte. tx.us For City Use Only TBXAB City Contact (initials) f�� Control It: eze QpF ' DEVELOPMENT REQUEST FORM ***NOTE TO APPLICANT. * * * /n order to process this request, Procedures on the reverse side of this form must be followed �,/CONTACT INFORMATION Name:�i X/& kin?/y Phone(1): % f Z6'gig4(, , /D J!zVAMailing Address: 17n� � /OD Wte13;R' A1.f/f///t�G14�1i4 ( kill City, State, ZIP: ' nQ 22-7�P,57 Fax: PROPERTY INFORMATION /J Description of Development (i.e. Residential, Commercial, Other): Address of Property (if previously assigned): Le ascription of Pro art (B ck. Lot S vi on or Other): yE •��ii//O.I�fCSUi✓LYl�/S. HCAD Tax Account Number: /Ji9 / requ sY the City to process the following for the aforementioned property (Check all that applies): DRESS CULVERT SIZING UTILITY VERIFICATION AI✓ After completion of request, applicant will be notified by mail at the mailing address listed above./, Signature of Applicant Date of Submittal ' R:ICDR—Rcports\CITIZEN-DEVELOPER REQUEST FORM (REVISED)2.dw City of La Porte PLANNING DEPARTMENT 604 Wcst Fairmont Parkway - La Porte, Texas 77571 Office: (281) 471-5020 — Fax: (281) 842-1868 www.ci.Ia-Dortc.tx.us PROCEDURES FOR SUBMITTING A DEVELOPMENT REQUEST FORM Purpose To inform citizens and developers of the City of La Porte's procedures in submitting a request for address assignment, culvert sizing, and utility verification. Submitting a In order to submit your request for address assignment, please note the following request for documents must be included: address . A completed Development Request Forth (with legal descri ption. and/or HCAD assignment Account Number noted). • A site plan, survey, map or sketch to scale illustrating the property to be developed. Submitting a In order to submit your request for address assignment, please note the following request for documents must be included: culvert sizing • A completed Development Request Form (with legal description and/or HCAD Account Number noted). • A site plan, survey, map or sketch to scale illustrating the property to be developed. t Note: The City of La Porte may or may not be the appropriate jurisdictional entity for maintenance within certain right-of-ways; in these cases, the request for.culvert sizing shall be returned to applicant. Submitting a In order to submit your request for address assignment, please note the following request for documents must be included: utility • A completed Development Request Forth (with legal description and/or HCAD verification Account Number noted). • A site plan, survey, map or sketch to scale illustrating the property to be developed. Incomplete Submittals without the required documentation shall be returned to applicant for Submittals additional information. The City of La Porte shall not be liable for delays in processing requests which have not been submitted in accordance with the above procedures. a u, J City of La Porte Planning Department INTER -OFFICE MEMORANDUM ® July 9, 2008 TEXAS TO: Kathy Powell, Tax FROM: Brian Sterling, GIS RE: Address Change Kathy, The address previously assigned to HCAD Acct. No. 129-636-000-0007 has been changed from 10050 Porter Road to 10052 Porte Road . Please notify HCAD and update our records to reflect this change of address. Sincerely, 10 J Page I of I Sterling, Brian From: Malik, Masood Sent: Tuesday, July 08, 2008 9:12 AM To: Sterling, Brian Cc: Huber, Mark Subject: FW: Packwell II Follow Up Flag: Follow up Flag Status: Red Brian, Can we make the requested change? Thx.m From: Danny Martin[mailto:dmartin@claydevelopment.comj Sent: Tuesday, July 08, 2008 9:08 AM To: Malik, Masood Cc: Mark Hayes - NOT MIKE Subject.• Packwell II Masood, Packwell has requested for religious reasons to have the address for Packwell II changed from 10050 to 10052 Porter Road. Apparently it's good luck to have the numbers add to 8. Is this going to be a problem? Danny Martin, P.E. Clay Development & Construction, Inc. 1726 Augusta, Suite too Houston, TX 77057 (P) 713-789-2529 Ext. 104 (F)713-782-3755 7/9/2008 Page I of I —` Huber, Mark cJ From: Malik, Masood Sent: Tuesday, July 08, 2008 9:12 AM To: Sterling, Brian Cc: Huber, Mark Subject: FW: Packwell II Brian, Can we make the requested change? Thx.m From: Danny Martin[mailto:dmartin@claydevelopment.com] Sent: Tuesday, July 08, 2008 9:08 AM To: Malik, Masood Cc: Mark Hayes - NOT MIKE Subject: Packwell II Masood, Packwell has requested for religious reasons to have the address for Packwell II changed from 10050 toe Porter Road. Apparently it's good luck to have the numbers add to 8. Is this going to be a problem? Danny Martin, P.E. Clay Development & Construction, Inc. 1726 Augusta, Suite 100 Houston, TX 77057 (P) 713-789-2529 Ext. 104 (F)713-782-3755 7/8/2008 BP100I01 CITY OF LA PORTE "'•:, 8/14/08 { Land Master File Inquir, 13:27:05' HCAD Number J �1 129-636-000-0007 ` Alternate Search Method Location ID nbr 46940 Street address 10052 PORTER RD CLP LA PORTE TX 77571 .Subdivision . . . . . UNDERWOOD BUSINESS PARK Current owner . . . GRANITE UNDERWOOD DIST CTR LP Person/Company C %BLACKROCK REALTY ADVISORS INC Phone 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Plat/Book/Page . . . Zoning . . . . . . . PUD Variance . . . . . Fire zone . . . . . . Press Enter to continue. F3=Exit F4=Appl inq F13=Disp sections PLANNED UNIT DEVELOPMENT F15=Valuations F10=Legal desc More... F12=Cancel F17=User defined BP100I03 CITY OF LA PORTE and Legal Description Property 10052� PORTER RD 129-636-000-0007 Legal Description RES D UNDERWOOD BUSINESS PARK Press Enter to continue. F3=Exit F12=Cancel CLP 8/14/08 13:27:19 J m. ti JUL 2 S 2008 _- COMMERCIAL DESIGN -BUILDERS TRANSMITTAL. LETTER TO: City of la Porte 604 W. Fairmont Parkway La Porte, TX 77571 ATE: July 22, 2008 7TN: MARK HUBER OB NAME: 10052 Porter Rd. E: X_ ATTACHED ❑ UNDER SEPARATE COVER ❑ COPY OF LETTER ❑ PRINTS ❑ SPECIFICATIONS ❑ CHANGE ORDER ❑ REPRODUCIBLE ❑ SHOP DRAWINGS ❑ QUANTITY DESCRIPTION 2 EA. Permit Drawings for Packwell II ITEMS TRANSMITTED AS CHECKED BELOW: SENT VIA: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED X MESSENGER ❑ FOR YOUR USE ❑ APPROVED AS NOTE ❑ FED EX ❑ FOR REVIEW & COMMENT ❑ RETURNED FOR CORRECTIONS ❑ FAX ❑ AS REQUESTED ❑ ❑ MAIL REMARKS: C;11111N FROM: Mark Hayes COPY: ('� k 1726 Augusta Dr., Suite 100 a Houston, Texas 77057 • Td 713/789-2529 • Fax 713/782-3755 uE LA PORTE FIRE MARSHAL'S - OFFICE E`-P'-�Ak�I�VI�Wz2 ---- Date 07/28/2008 Business Name Packwell 11 Address 10052 Porter Type of Review Construction Reviewed by Clif Meekins, Fire Marshal Approval I YES The following items are identified by the Fire Marshal's Office during the plan review: 1) Fire Extinguishers (2A — 20BC) shall be installed according to the NFPA requirements and/or every 75 foot of travel. 2) No portion of the building shall be more than 300' form a fire hydrant. Address fire protection on the rail side of the building. 3) The pavement area adjacent to the Fire hydrant swing gates shall be designated Fire Lanes and shall be painted accordingly with red paint and marked with "No Parking Fire Lane" 4) Fire Sprinkler shall be installed in accordance to NFPA 13, 1999 Ed. Separate plans shall be submitted for Fire Sprinkler. 5) Building shall be protected by a Fire Alarm in accordance to NFPA 72, 1999 Ed. Separate plans shall be submitted for Fire Alarm. 120 South 2nd Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 �FCpy 0.4*, RFQS�NS O��pR� 9! c 11 rAl; i Code Consultants, Inc. P.O. Box 2301 Friendswood, TX 77549 281-554-4202 281-796-4415 COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2006IECC ^ �� Report Date: 071 Data filename: CA :\ChCheck\ COMchedc\ Padcwellll-CDC-071608.cdc \V V Section 1: Project Information Project Type: New Construction � Projed Title : Packwell II Construction Site: Owner/Agent: Designer/Contractor: t 0050 Porter Rd. CDC / La Porte, TX.7.757.1 1726 Augusta Dr., Suite 100 Houston, TX 77057 713-789-2529 Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 23 Heating Degree Days (base 65 degrees F): 1550 Cooling Degree Days (base 50 degrees F): 7026 Vertical Glazing I Wall Area Pct.: 8% Activity Tvoe(sl Floor Area - Office 1125 -` Section 3: Requirements Checklist [EnvelopeIPASSES9Desi m3°/dAetter,thani, code.'t Gam" T.1 Climate -Specific Requirements: Component Name/Description Gross Area Cavity or PerimeterR-Value Cont R-Value Proposed U-Factor Budget U-Factor Roof 1: Metal Building, Standing Seam 1125 19.0 0.0 0.065 0.065 Exterior Wall 1: Solid Concrete:T Thiclmess,Normal Density , 1127 0.0 0.0 0.469 0.469 Furring: Metal Window 1: Metal Frame:Double Pane, Tinted, SHGC 0.60 72 — — 0.800 0.750 Exterior Wall 2: Steel -Framed, 16' o.c. 805 11.0 0.0 0.132 0.125 Window 2: Metal Frame:Double Pane, Tinted, SHGC 0.60, PF 24 — — 0.800 0.750 1.00 _ Exterior Wall 3: Steel -Framed, 16" o.c. 1610 11.0 0.0 0.132 0.125 " Door 1: Uninsulated Single -Layer Metal, Swinging 42 — — 0.700 0.700 Exterior Walt 4: Solid Concrele:7' Thickness,Nomial Density. 1288 0.0 0.0 0.469 0.469 Furring: Metal Window 3: Metal Frame:Double Pane, Tinted, SHGC 0.60, PF 228 — — 0.800 0.750 1.00 Door 2: Glass, Entrance Door, SHGC 0.60, PF 1.00 42 — — 0.800 1.100 —.--'- - --------- ..--- . Pro-j-ed Title: Paticwell II Report date: 07I16108 Data filename: CA Check\ CDMchedc\ Packwellll-CDC-071608.cck Page 1 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements Air Leakage, Component Certil, on, and Vapor Retarder Requirements; G 1. All joints and penetrations are catiixed, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. O 3. Component R-values & U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ❑ 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 6. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Cl 7. Cargo doors and loading dock doors are weather sealed. O 8. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -fight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Note: Vapor retarder not required in this location. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope syste s n designed to meet the 2006 IECC requirements in COMcheck Version 3.5.3 and to comply with the mandalpywe9uirents intX Requirements Checklist. Ernest Taylor III, ICC Commercial Energy Plans Examiner #5214467-78 PEEEIVEp Fro(ect Tile: Packweil o iievon date: oinsltis - JUL 2 3 2ou Data filename: C:\ Check\ COMcheck\ Packwellll-CDC-071608.cck Page 2 COMcheck Software Version 3.5.3 Interior Lighting Compliance Certificate 2006 I ECC Report Date: 07/16/08 Data filename: C:\ Check\ COMcheck\ Padmellll-CDC-071608.cck Section 1: Project Information Project Type: New Construction Project Title: Packwell II Construction Site: Owner/Agent: Designer/Contractor: 10050 Porter Rd. CDC La Porte, TX 77571 1726 Augusta Dr., Suite 100 Houston, TX 77057 713-789-2529 Section 2: General Information Building Use Description by: Activity Type Activity Tvoelsl Floor Area Office 1125 Section 3: Requirements Checklist Interior Lighting: O 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1125 1120 YES Controls, Switching, and Wiring: ❑ 2. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 3. Master switch at entry to hoteltmotel guest room. ❑ 4. Individual dwelling units separately metered. ❑ 5. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant -sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. ❑ 6. Automatic lighting shutoff control in buildings larger than 5,000 sq.fl. Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. ❑ 7. Photocell astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 8. Tandem wired one -lamp and lhree4amp ballasted luminaires (No single -lamp ballasts). Project Title: Packwell II Report date: 07116/08 Data filename: C:\ Chedc\ COMcheck\ Packwelll l-CDC-071608.cck Page 3 rRawnwr Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance S . 'ment Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has en designed to meet the 2006 IECC requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirerperfs in to Requirements Checklist. Ernest Taylor III, ICC Commercial Energy Plans Examiner #5214467-78 Project Title: Packwell II Report date: 07I16I08 Data filename: CA Check% COMcheck%Packwellll-CDC-071608.cck Page 4 J1L 2 3 20001 COMcheck Software Version 3.5.3 Interior Lighting Application Worksheet 2006 IECC Report Date: Data filename: C:\ Check\ COMcheck\ Packwelill-CDC-071608.cck Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (B x C) Office 1125 1 1125 Total Allowed Watts Section 2: Proposed Lighting Power Calculation nzo A B C D E Fixture ID : Description / Lamp I Wattage Per Lamp I Ballast Lamps/ A of Fixture (C X D) Fixture Fixtures Watt. Office (1125 sq.R.) Linear Fluorescent 1: A: 2 x 4 Fluorescent / 48- T8 32W / Electronic 3. 12 84 1008 Linear Fluorescent 2: B: 2 x 4 Fluorescent (bathroom) / 48' T8 32W / 2 2 56 112 Electronic Total Proposed Watts = 1120 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 1125 Total Proposed Watts = 1120 Project Compliance = 5.0 Interior Llghtinq PASSES, Design 0i4%betterlthan:code Project Title: Packwell II Report date: 07/16/08 Data filename: CA Check\ COMcheck\ Packwellll-CDC-071608.cck Page 5 JI11 l 3 2c,13 COMcheck Software Version 3.5.3 Mechanical Compliance Certificate 2006 IECC Report Date: 07/16/08 Data filename: C:\ Check\ COMcheckl Packwellll-CDC-071608.cck Section 1: Project Information Project Type: New Construction Project Title: Packwell 11 Construction Site: Owner/Agent: Designer/Contractor: 10050 Porter Rd. CDC La Porte, TX 77571 1726 Augusta Dr., Suite 100 Houston, TX 77057 713-789.2529 Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 2a Heating Degree Days (base 65 degrees F): 1550 Cooling Degree Days (base 50 degrees F): 7026 Section 3: Mechanical Systems List Quantity System Tyne 8 Description 1 HVAC System 1: Heating: Other, Electric / Cooling: Split System, Capacity <54 kBtulh, Air -Cooled Condenser / Single Zone 1 Storage Water Heater 1: Electric Storage Water Heater, Capacity: 10 gallons Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency: Split System: 10.0 SEER Requirements Specific To: Storage Water Heater 1 : ❑ 1. Hot water system sized per manufacturers sizing guide ❑ 2. No efficiency requirements for water heater with storage capacity less than 20 gallons. ❑ 3. First 8 ft of outlet piping is insulated ❑ 4. Hot water storage temperature adjustable down to 120 degrees F or lower ❑ 5. Heat traps provided on inlet and outlet of storage tanks Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads Exception: Standby equipment automatically off when primary system is operating Exception: Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system O 4. Minimum one humidity control device per installed humidification/dehumidification system y� Project Title: Packwell II Report date: 07/16/08 Data filename: CA Check%COMcheckl Packwellll-CDC-071608.cck Page 6 - Jill 2 3 2008 ❑ 5. Thermostatic controls has 5 degrees F deadband Exception: Thermostats requiring manual changeover between heating and coolinna ❑ 6. Automatic Controls: Setback degrees F (heat) and 85 degrees F (cool); 7! ';lock, 2-hour occupant override, 1 0-hour ¢ackup ' Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations ❑ 7. Outside -air source for ventilation; system capable of reducing OSA to required minimum 17 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air dud insulation outside the building R-8 insulation between ducts and the building exterior when duds are part of a building assembly Exception: Duds located within equipment Exception: Duds with interior and exterior temperature difference not exceeding 15 degrees F. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification ❑ 9. Mechanical fasteners and sealants used to conned duds and air distribution equipment 0 10. Duds sealed - longitudinal seams on rigid duds; transverse seams on all duds; UL 181A or 1818 tapes and mastics O 11. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in, for pipes <=1.5 in, and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for 'pipes >1.5 in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Runouts <4 ft in length ❑ 12. Operation and maintenance manual provided to building owner ❑ 13. Piping, insulated to 1/2 in, if nominal diameter of pipe is <1.5 in.; Larger pipe insulated to 1 in. thickness ❑ 14. Lavatory faucet outlet temperatures in public restrooms limited to 110 degrees F (43 degrees C) ❑ 15. Balancing devices provided in accordance with IMC 603.17 ❑ 16. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception: Gravity dampers acceptable in buildings <3 stories Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan ❑ 17. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this and other calculations submitted with this penny application. The proposed me requirements in COMcheck Version 3.5.3 and to comply with the mandalgaLre Ernest Taylor III, ICC Commercial Energy Plans Examiner #5214467-78 Project Title: Packwell II Report date: 07/16/08 Data filename: C:\ Check\ COMcheck\ Packwellll-CDC-071608.cck Page 7 with the building plans, specifications been designed to meet the 2006 IECC irements Checklist f4 h1=CEiVEQ fin 2 3 2008 COMcheck Software Version 3.5.3 Mechanical Requirements Description 2006 1 ECC Report Date: Data filename: C:\ Check\ COMcheck\ Parkwellll-CDC-071608.ock The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. The specified heating and/or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Split System: 10.0 SEER Requirements Specific To: Storage Water Heater 1 : 1. Service water heating system design loads for the purpose of sizing systems and equipment must be determined in accordance with manufacturers' published sizing guidelines. 2. Service water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following minimum efficiency: No efficiency requirements for water heater with storage capacity less than 20 gallons. 3. Insulation must be provided for the first 8 ft of outlet piping for a constant temperature non -recirculating storage system and for the inlet pipe between the storage tank and a heat trap in a storage system. 4. Temperature controls must be provided that allow for storage temperature adjustment from 120 degrees F or lower to a maximum temperature compatible with the intended use except when the manufacturer's installation instructions specify a higher minimum thermostat setting to minimize condensation and resulting corrosion. Documentation of the installation instructions must be provided to be exempted from this requirement. 5. Heat traps must be provided on inlet and pullet vertical pipe risers serving storage water heaters and storage tanks not having integral heat traps and serving a non -recirculating system. Heat traps must be installed as dose as practical to the storage tank. Acceptable heat traps are either a) a device specifically designed for the purpose or b) an arrangement of tubing that forms a loop of 360 degrees F, or c) piping that from the point of connection to the water heater (inlet or outlet) includes a length of piping directed downwards before connection to the vertical piping of the supply water or hot water distribution system. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband (a range of temperature where no heating or cooling is provided). Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules c) have an accessible 2-hour occupant override d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Project Title: Packwell II Report data: 07116108 Data filename: C:\ Check\ COMcheck\ Packwellll-CDC-071608.cck Page 8 nn 2 3 2003 Exception: A setback or shutoff control is not required on thermostats that contml systems serving areas that operate continuously. Exception: A setback or shi ontrol is not required on systems with total ef. demand of 2 kW (6,826 Btu/h) or less. 7. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unhealed basements, and unheated garages. b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. Exception: Dud insulation is not required on duds located within equipment. Exception: Dud insulation is not required when the design temperature difference between the interior and exterior of the dud or plenum does not exceed 15 degrees F. Exception: Continuously welded and locking -type longitudinal joints and seams on duds operating at static pressures less than 2 inches w.g. pressure classification. 9. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting duds to fans and other air distribution equipment, including multiple -zone terminal units. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked'181A-P' for pressure sensitive tape; 181A-M' for mastic or ' 181 A-H' for heat -sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181 B and shall be marked '181 B-FX' for pressure -sensitive tape or•181 B-M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 11. All pipes serving space -conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 12 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 12 in. insulation for pipes <=1 1/2-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factory -installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. 13. Service hot water piping, where required, must be insulated to 1/2 in. if pipe less than 1.5 in. nominal diameter. Larger pipe must be insulated to 1 in.. Pipe insulation will have a conductivity of less than 0.28 Btu.in/(h-ft2-degrees F). 14. Temperature controlling means must be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restrooms to 110 degrees F. 15. Replaced with 85 16. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool -down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air damoers must have a maximum leakaae rate or 3 crmirt[ at 1.0 in w.g. when tested in accordance with AMCA Standard 500. Exception: Gravity (non -motorized) dampers are acceotabie inbutidinos less than three stones in natant. Exceotion: Svslems with a design outside air intake or exhaust caoaclry of 300 ctm I't4u usi or less mat are souinoeo :uuuty dnu exhaust nuuus, vet Rs, auu veuumtuts must ue egwppeu wan mutunteu utaniucis that Will autuntauuaav shut when ne soaces served are not in use. Exceptions: - Gravity (non-motorizedl clambers are acceotabie in Duiminas less than three scones to height above grade. - Ventilation systems serving unconditioned spaces. P Proiect Title: Packwell II Reoo't data: 07/16rD8-- Pace C VD - E Data filename: C:\ Check% COMcheckt Packwelltl-CDC-071608.Cck Page 9 ,101 23 700J C',.�:.'MERCIAL PLAN REVIEW *N.a'TES 1. Minimum six-inch (6") stud walls shall be required where drain, waste, & vent (DWV-horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (additions of square footage) for both residential and non-residential construction where DWV plumbing is installed. 2. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. CITY 4010 4. If a fence is proposed, verify with City regarding maximum height limitations. %ply 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281471-9650 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease spacelbuilding. 8. Separate permit required for all signage. 9. Sanitation facilities required on -site prior to first inspection and must remain available until completion of sanitation facilities within the lease space and/or building. 10. Silt fencing required for duration of project. y� 11. See notes (red lined) on contractor copy of construction drawings. ®®� 12. Fill dirt permits are required prior to placement of fill dirt. 13. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. 14. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. 15. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made 16. Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) 17. Effective March 10, 2007, all electrical devices (including but not limited to outlets and switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. 18. Building operations shall be limited to 7:00am-10:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. 19. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. 20. Contractor/owner shall be responsible for ensuring all construction materiaWdebris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. SACPShamUNSPECTION DMSIONVnspectiowTOMMERCIAL PLAN REVIEW NOTES 6/08dm QY UP IV. APPLICABLE CODES Adopted November 17 2007• Effective January 01, 2008: 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL PLUMBING CODE (IPC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2006 INTERNATIONAL FUEL GAS CODE (IFGC) 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) 2006 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) Adopted March 24 2008, Effective April 8, 2008: 2008 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE S:ICPSbmeWISPECTION DIVISIONUaspcW-w\ tesidefdial Construction PuketWPPLICABLE CODES.doc Rev. 3-08 GEOTECHNICAL ENGINEERING REPORT PROPOSED DIXIE WAREHOUSE/OFFICE BUILDING UNDERWOOD BUSINESS PARK LA PORTE, TEXAS I Prepared For: CLAY DEVELOPMENTS, CONSTRUCTION, INC. 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 i ATTENTION: MR. DANNY MARTIN JANUARY 2008 PROJECT NO. 07-13870 i x:��EIV�Q fill 2 3 2008 Rone Engineijng d GEOTECMNICAL ENGINEERING CONSTRUCTION MATERIALS TESTING ENVIRONMENTAL CONSULTING FORENSIC ENGINEERING OALLAWFORT WORTH 890E AMBASSADOR ROW DALLAS. TEXAS 75247 TELEPHONE 214-630-9745 TELEPHONE 817-284-1318 FACSIMILE 214.630-9819 HOUSTON 7701 WEST LITTLE YORE SUITE 600 HOUSTON. TEXAS 77040 TELEPHONE 713.9964979 FACSIMILE 713.996-2972 AUSTIN 4221 FREIDRICN LAME SUITE 195 AUSTIN. TEXAS 76744 TELEPHONE 512-462-2733 FACSIMILE 512-462.1155 January 16, 2008 Mr. Danny Martin Clay Development & Construction, Inc. 800 Gessner, Suite 850 Houston, Texas 77024 Re: Geotechnical Engineering Report Proposed Dixie Warehouse/Office Building Underwood Business Park La Porte, Texas Rone Project No. 07-13870 Dear Mr. Martin: Submitted herewith are the results of a geotechnical investigation conducted for the referenced project. This investigation was performed in accordance with our proposal no. 07-13870 dated December 12, 2007. Engineering analyses and recommendations for site grading and foundations are contained in the narrative section of the report. Results of our field and laboratory investigation are submitted in detail in the Appendix section of the report. We appreciate the opportunity to be of service to you on this project, and we would appreciate the opportunity to provide the materials engineering -testing and geotechnical observation services during the construction phase of this project. Please contact us if you have any questions or need any additional services. Respectfully submitted, Richard L. Sanders, P.E. Senior Geotechnical Engineer Mark D. Gray, Vice President g�Ptr� 9�2 RICHARD L SIWDERS P a 37347 Q �91 w fit° tlhti6\i�- REC.,V 13 .II II 2 3 2003 • • TABLE OF CONTENTS Page INTRODUCTION........................................................................................................................ 1 FIELD OPERATIONS AND LABORATORY TESTING............................................................... 1 GENERAL SITE CONDITIONS..................................................................................................2 ANALYSIS AND RECOMMENDATIONS....................................................................................5 RECOMMENDATIONS FOR THE PLACEMENT OF CONTROLLED EARTH FILL ................. 11 CONSTRUCTION OBSERVATIONS........................................................................................ 13 REPORTCLOSURE................................................................................................................13 REEEIVED Jllt 2 3 2008 APPENDIX A Plate BORING LOCATION DIAGRAM..............................................................................................A.1 LOGSOF BORINGS...................................................................................................... A.2-A.18 UNIFIED SOIL CLASSIFICATION SYSTEM.........................................................................A.19 KEY TO CLASSIFICATION AND SYMBOLS.........................................................................A.20 SWELLTEST RESULTS.......................................................................................................A.21 APPENDIX B Page FIELD OPERATIONS..............................................................................................................B-1 LABORATORY TESTING........................................................................................................B-2 RECEIVED /fU 2 3 �i10s GEOTECHNICAL ENGINEERING REPORT PROPOSED DIXIE WAREHOUSE /OFFICE BUILDING UNDERWOOD BUSINESS PARK LA PORTE, TEXAS INTRODUCTION The project is located east of Old Underwood Road on the south side of Porter Road in the Underwood Business Park in La Porte, Texas. We understand the project consists of developing a new 177,750 square -foot warehouse building, with associated paved parking and drives. A proposed 3 acre paved storage area is planned on the north side of Porter Road. The structure is anticipated to have tilt wall panels with steel bar joists to support the roof loads. The existing grade will be raised at least 4 feet to achieve top of pad elevation. Structural loads are assumed to be light to moderate. It is our understanding that the client will use concrete with minimum 28-day strength of 3,000 pounds per inch for the pavements. The general location and orientation of the site are shown on the Boring Location Diagram, Plate A. 1, in the Appendix section of this report. The principal purposes of this investigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical recommendations for the design and construction of i foundations. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the foundation soils; and (3) perform engineering analyses, using field and laboratory data, to develop foundation design criteria. FIELD OPERATIONS AND LABORATORY TESTING Soil conditions were determined by a total of 12 borings drilled to a depth of 20 below grade within the area of the proposed building and five (5) borings drilled to a depth of 5 feet in the parking areas and drive lanes and storage area. The borings were drilled in December, 2007 and their locations are shown on Plate A.1. Sample depth, description of soils, and classification (based on the Unified Soil Classification System) are presented on the Logs of Borings, Plates A.2 through A.18. Keys to terms and symbols used on the logs are shown on Plates A.19 and A.20. Results of free swell tests are presented on Plate A.21. Project No. 07-13870 Page 1 R c eI EE) .1111 2 3 1008 Laboratory soil tests were performed on selected samples recovered from the borings to verify visual classification and determine the pertinent engineering properties of the soils encountered. Classifications test results are presented on the Logs of Borings. Descriptions of the procedures used in the field and laboratory phases of this study are presented in the Appendix of this report. GENERAL SITE CONDITIONS Site Geology The site is located on the Beaumont clay formation, a deltaic non -marine Pleistocene deposit. The Beaumont clay is a heterogeneous formation, containing thick interbedded layers of clay, fine sand, and silt. The clay fraction is primarily composed of montmorillonite, illite, kaolinite, and finely ground quartz. The clay present in the formation has been preconsolidated by a process of desiccation. Numerous wetting and drying cycles have produced a network of small randomly oriented, closely spaced joints within some depth zones. These small joints frequently have a shiny appearance and the clays are called slickensided in these cases. The joint pattern may have an influence on the construction and engineering behavior of the soil. The sands and silts vary in compactness from loose to very dense, and in thickness from a fraction of an inch to several feet due to an irregular depositional environment. Sands are generally subrounded to subangular and vary from coarse to fine, are poorly graded and often contain significant amounts of silt -sized particles in the sand matrix. The coastal plain in this region has a complex tectonic geology, several major features of which are: Gulf Coastal geosyncline, salt domes, major sea level fluctuations during the glacial stages, subsidence and faulting activities. Most of these faulting activities have ceased for millions of years, but some are still active. A fault investigation and study of the site geology are beyond the scope of this report. Existing Site Conditions The site is located on the south side of Porter Road and between the existing Packwell Distribution Center building to the west and the existing Poly One building to the east. Underwood Distribution Center 11 is located to the south of the site. The proposed paved stored area is located to the north of Porter Road in a vacant field. Some portions of the building pad Project No. 07-13070 Page 2 PIECEN E JUf 2,3 ?U'ts appear to have received fill varying from 0.5 feet to about 2 feet in depth. It is our understanding that stockpiled material at this site has been cleared and used for fill at the adjacent construction site. Subsurface Soil Conditions Descriptions of the various strata and their approximate depths and thickness are shown on the boring logs. A brief summary of the stratigraphy indicated by the borings is given below. The classification tests, strength tests and visual inspection indicate that the subsurface soils at the site generally consist of about 0.5 feet to 2 feet of clay fill over native soils, except at Borings B-2, B-3, B-4, B-5, and B-17 where no fill was encountered. Below the fill, and from the existing ground surface at the remaining borings, silty sandy clay, clay, silty clay and silty fine sand was encountered to the termination depth of 20 feet. The Plasticity Index (PI) of the clay samples tested ranged from 17 to 38 above 10 feet indicating low to high soil plasticity within the building footprint and ranged from 23 to 52 above 5 feet in the parking and storage area indicating moderate to high plasticity. A high Plasticity Index is generally associated with a high potential for shrinking and swelling with changes in soil moisture content. The unconfined compressive strength of the soils tested varied from 1020 to 5480 pounds per square foot (psf), with one low value of 660 psf at Boring B-3 (13-15 feet) and the pocket penetrometer values varied from 0.75 to 4.5' tsf. The Standard Penetration Test blow count values (N) were 18 blows per foot. Groundwater The borings were advanced using auger drilling and intermittent sampling methods in order to observe groundwater levels. Groundwater was measured in all Borings B-1 through B-12 during dry drilling. The water levels were initially measured at depths ranging from about 12 to 15 feet below the existing ground surface during drilling and rose to levels of about 8.1 to 11.9 feet after waiting 15 minutes. No groundwater was measured in the remaining Borings (B-13 through B-17) and appeared to be dry at completion of drilling. Groundwater measurements are summarized in the table below. Project No.07-13870 Page 3 R.ECEIVED, fl tt 2,3 20B Summary of Groundwater, Measurements x > x _ ' -• Boring No Depth Deilled (fee4)' :. :• - Water Level Mea.men sure4s feet below ezi`shn 'Pound surface Initial , ; After Waiting 15` `:..., minutes B-1 20 15 11.0 B-2 20 15 10.8 B-3 20 15 10.8 B-4 20 15 11.3 B-5 20 12 8.7 B-6 20 12 8.2 B-7 20 12 9.7 B-8 20 12 8.1 B-9 20 12 9.3 B-10 20 12 11.7 B-11 20 15 11.9 B-12 20 15 11.1 B-13 5 Dry Dry B-14 5 Dry Dry B-15 5 Dry Dry B-16 5 Dry Dry B-17 5 Dry I Dry Groundwater levels should be expected to fluctuate due to variations in precipitation and surface runoff. Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. Groundwater can be encountered at various depths within the predominantly cohesive soils and within granular layers. The risk of encountering seepage is increased during or after periods of precipitation. If construction is contemplated during the wet season, groundwater may be encountered at higher levels, above the level where groundwater was encountered at the time of drilling and sampling or in areas where groundwater was not encountered at the borings. It is recommended that groundwater levels be verified just prior to construction. RECEIVED Project No. 07-13870 Page 4 ri II ? a 2003 d ANALYSIS AND RECOMMENDATIONS Seismicity Site Class The site class for seismic design is based on several factors that include soil profile (soil or rock), shear wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The borings for this project extended to a depth of 20 feet; however based upon our experience in the general Houston vicinity we have assumed the soil conditions below the depth of the borings to be similar to those encountered at the termination depth of the borings. Based on Section 1615.1.1 of the 2000 International Building Code, we recommend using Site Class D (stiff soil profile) for seismic considerations. Potential Vertical Soil Movements Potential Vertical Movement calculations were performed in general accordance with the Texas Department of Transportation (TxDOT) Method 124 E. The TxDOT 124-E method is empirical and is based on the Atterberg limits and moisture content of the subsurface soils. Swell tests were also used in the estimation of potential movements. The Potential Vertical Rise (PVR) calculated using the referenced methods and the conditions encountered at the borings varied from 1 to 2 inches, based on in -situ soil being at a dry antecedent condition. At the time of drilling the moisture condition was dry to moist Based upon these PVR values, it is recommended that some subgrade treatment will be required in the building pad areas to reduce potential movements to desired levels of about 1 to 1-'/2 inches. Since the calculate PVR is 2 inches the subgrade treatment can consist of placement of fill provided at least 2 feet of fill is required to raise the pad to design elevation. If this is not within the design requirements, subgrade treatment can consist of removing some of the active clays and replacement select low expansive fill, or moisture conditioning the existing clay soils and capping with non -expansive fill or a lime blend. In addition, the exposed active clay subgrade should be lime stabilized prior to placement of select fill. These items are discussed below in the "Floor System" section of this report. Foundation System Underreamed drilled pier foundations bearing in native stiff clay at depths of 8 feet below the existing ground surface at the time of drilling the borings are recommended for support of the structures. The underreamed piers founded at this depth should be proportioned using a net Project No.07-13870 Page S PECEiV€D 111, 2 3 2008 allowable end bearing pressure of 3,000 pounds per square foot (psf). This bearing pressure is based on a safety factor of 3 against shear failure of the foundation bearing soils and should be used for Dead Load plus Sustained Live Load. For Total Net Load (FS=2) a safe allowable end bearing pressure of 4,500 psf can be used. For axial compression considerations, piers should not be spaced closer than 1.5 underream diameter (edge to edge) based on the diameter of the larger underream. Foundation settlement for drilled piers constructed as described above should be less than 1 inch. Caution is advised in when forming the underream for the potential of collapse due to the nature of the clay between 8 to 12 feet. Pier depth must be adjusted to account for the amount of fill required to raise the grade at the building pad, if any. Care should be taken to not extend the pier excavations beyond the recommended depth to reduce the risk of encountering groundwater seepage. If groundwater seepage is encountered, it may be necessary to slightly raise the base of the pier to reduce the impact of groundwater seepage. Based on the highly variable nature of the groundwater levels encountered during our investigation, it may also be necessary to utilize temporary dewatering processes during pier drilling operations. Typically, advancing a pier shaft in the vicinity of a proposed pier location and operating a sump pump can provide localized dewatering sufficient to establish pier installation. We would be pleased to provide specific suggestions based on conditions encountered during pier drilling operations. The uplift force on the piers due to swelling of the active clays can be approximated by assuming a uniform uplift pressure of 800 psf acting over the perimeter of the shaft to a depth of 6 feet. The uplift force can be resisted by the dead load on the shaft plus the uplift resistance provided by the underreamed portion of the piers. The uplift force can be neglected for the portion of the shaft extending through non -expansive material used to grade the building pad area. All piers should contain full-length reinforcement steel to resist uplift forces. The piers should be provided with an underream diameter to shaft diameter ratio not less than 2 to 1, and not greater than 3 to 1. Due to concerns over constructability and uplift forces, we recommend a minimum shaft size of 18 inches and a minimum underream size of 36 inches. Also, adjacent piers should have a minimum spacing of 1.5 underream diameters (edge to edge, based on the diameter of the larger underream) for uplift design purposes. Closer pier spacing could result in reduced uplift resistance. We should be contacted to review closer pier spacings on a case -by - case basis. Project No. 07-13870 Page 6 RECEIV€n r �f q 2 3 2008 Construction Considerations for Drilled Piers The construction of the piers should be observed as a means to verify compliance with design assumptions and to verify: 1. the bearing stratum; 2. underream size; 3. the removal of all smear zones and cuttings; 4. that groundwater seepage, when encountered, is correctly handled; and 5. that the shafts are vertical (within the acceptable tolerance). As mentioned above, we believe there is a risk of encountering groundwater seepage during pier installation. The risk of encountering seepage is increased during and after periods of precipitation. Due to the nature of the clays and the presence of sand seams at some borings, there is a risk of the top of the underream collapsing, especially if the underreams are left open for a period of time. Concrete should be placed in the shafts immediately after excavation to reduce this risk and to reduce the risk of groundwater seepage and deterioration of the foundation -bearing surface. Submersible pumps may also be required to control seepage. We should be contacted for further evaluation and recommendations if groundwater seepage and/or underream collapsing occur. Concrete should be placed immediately after the excavation has been completed. In no event should the pier excavations be allowed to remain open for more than 8 hours. Concrete should have a slump of 5 to 7 inches, and should not be allowed to strike the shaft sidewall or steel reinforcement during placement. Grade Beams Grade beams should be structurally connected into the top of the piers. A minimum void space of 4 inches should be provided beneath the grade beams, or wall panels and the underlying soil between piers. This void space allows movement of the soils below the grade beams without distressing the structure. The excavation in which the void box lays must remain dry. In addition, backfill material must not be allowed to enter the void area below grade beams or wall panels, since this reduces the void space. Typically, a soil retainer in the form of a thin pre -cast panel or pieces of wood is placed along the outside edge of the grade beams to prevent the aforementioned soil intrusion. On -site soil then may be placed against the sides of the grade beams or wall panels. Project No. 07-13870 Page 7 RECEIVI tb r li n 2 3 20N Floor System As discussed, potential ground movements on the order of 1 to 2 inches are possible at this site. If some floor movements are acceptable, subgrade treatment of the building pad subgrade can be considered to reduce (but not eliminate) potential floor movements and allow construction of floor slabs on -grade. Subgrade treatment methods may consist of: • Installation of select fill. Moisture Conditioned Clay in conjunction with a lime -stabilized cap. Installation of Select Fill One method of subgrade treatment that can be considered to reduce the vertical movements at the site is installation of select fill. All stockpiled soils should be removed from the building pad area, if not already completed. Uncontrolled fill previously spread across the building pad should also be removed and stockpiled nearby to be reworked and moisture conditioned if necessary. Placement of a minimum of 2 feet of select fill should reduce the potential vertical soil movements to about 1 to 1-'/2 inches. If the 2 feet of fill is placed above the existing grade to raise the pad, the surface organics should be removed and the exposed subgrade proof - rolled and the surface lime stabilized prior to placement of the fill. Then placement of at least 2 feet of compacted select fill should be performed as outlined below. If placement of the 4 feet of fill is required to achieve top of pad elevation the first 2 feet of fill can be moisture conditioned clay as outlined below caped with 2 feet of select fill. Select fill should consist of clayey sand or sandy clay with a liquid limit less than 35 and a Plasticity Index between 7 and 20. The select fill should be placed in loose lifts not exceeding 10 inches and should be compacted to at least 95 percent of the material's standard Proctor (ASTM D-698) maximum dry density at a moisture content between —2 to +2 percentage points of optimum. Moisture Conditioned Clay and Lime Stabilized Cap Moisture condition clay fill is performed to increase the moisture levels of the clays to a level that reduces their ability to absorb additional water that could result in post -construction heave in these soils. Moisture conditioning a minimum of 3 feet of on -site clay soils or imported clay fill and blending 6 to 8 percent lime with the top 12-inches should reduce the potential vertical soil movements to about 1 to 1-'/2 inches. RECEIV8() Project No. 07.13870 Page 8 JUL 2 3 2CU3 As stated above, all stockpiled soils and uncontrolled fill should be removed from the building pad area. Once the nominal building pad elevation is established, the resulting subgrade should be scarified to a depth of 6 inches. The scarified material should be compacted to 92 to 96 percent of the material's maximum standard Proctor dry density (ASTM D-698) at a workable moisture level at least 3 percentage points above optimum. The removed clay soil stockpiles may then be replaced in loose lifts not exceeding 9 inches, moisture conditioned and compacted in a similar manner. The proposed finished pad elevation was not available to Rone at the time of this report. The intent of this recommendation is that a total of at least 3 feet of conditioned material be present beneath the slab. In each of the cases discussed above, a moisture barrier should be used beneath the slab foundation in areas where floor coverings will be utilized (such as, but not limited to, wood flooring, tile, linoleum, and carpeting). Proposed Storage Area The proposed storage area is approximately 3 acres and is anticipated to be used to store products and equipment. The loading is anticipated to be moderate to heavy; however, some settlement should be tolerable. It is our understanding that this area is proposed to be paved. The concrete pavement should be 7 inches thick. The subgrade should be prepared as outlined in the section "Site Preparation". As an alternate to the concrete pavement, 12 inches of cement stabilized recycled crushed concrete base can be used meeting the City of Houston Specification, Section 02713 treated with 5 percent cement and compacted in maximum 6-inch loose lifts to a minimum of 95 percent of TxDOT Tex-113-E at optimum moisture content to plus 5 percent. The subgrade should be treated as outlined in the "Pavement design Recommendations". Pavement Design Recommendations A minimum 5-inch section of Portland cement concrete (PCC) is recommended for parking areas for automobiles and light trucks, and 6 inches for drive lanes and areas subjected to light to medium truck traffic. A minimum 7-inch section is recommended in areas receiving frequent heavy trucks and dumpsters. Concrete with a minimum 28 day compressive strength of 3,000 RiEce t/rn Project No. 07-13870 Page 9 JUL 2 3 ?Cc'it pounds per square inch should be used. The pavement subgrade should be lime treated as described below. All topsoil, existing pavement and structures, vegetation, and any unsuitable materials should be removed. The pavement subgrade should be proof rolled with a fully loaded tandem axle dump truck or similar pneumatic -tire equipment to locate areas of loose subgrade. In areas to be cut, the proof roll should be performed after the final grade is established. In areas to be filled, the proof roll should be performed prior to placement of engineered fill and after the final pavement subgrade is established. Areas of loose or soft subgrade encountered in the proof roll should be removed and replaced with engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place. Where lime is used, we recommend a minimum of 8 percent lime (by dry soil weight) to a depth of 6 inches. Lime stabilization should be performed in accordance with Item 260, current Standard Specifications for Construction of Highways, Streets, and Bridges, Texas Department of Transportation (TxDOT) or applicable standards. The actual quantity of lime required may be determined after the site is stripped of loose topsoil and the subgrade soils are exposed by use of appropriate laboratory tests such as a lime series. Grading and compaction of pavement subgrade should follow the procedures outlined in the section entitled "Recommendations for the Placement of Controlled Earth Fill". The final grades must be such that drainage is facilitated, and access of surface water to the subgrade materials is prevented. General Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because swelling and shrinkage of these soils will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from any foundation should be provided. Also, ditches or swales should be provided to carry the run-off water both during and after construction. Lawn areas should be watered moderately, without allowing the clay soils to become too dry or too wet. Stormwater runoff should be collected by gutters and downspouts, and should discharge away from the building. RECelveo JUL 2 3 20C3 Project No. 07-10870 Page 10 All grade -supported slabs, outward swinging doors, outside stairs, etc, should be designed to accommodate anticipated potential movements as presented in the section titled "Potential Vertical Soil Movements" earlier in this report. Backfill for utility lines or along the perimeter beams should consist of site -excavated soil. If the backfill is too dense or too dry, it will swell and a mound will form along the trench line. If the backfill is too loose or too wet, it will settle and a sink will form along the trench line. Backfill should be compacted as recommended in the section titled "Recommendations for the Placement of Controlled Earth Fill" below. Root systems from trees and shrubs can draw a substantial amount of water from the clay soils at this site, causing the clays to dry and shrink. This could cause settlement beneath grade - supported slabs such as floors, walks and paving. Trees and large bushes should be located a distance equal to at least one-half their anticipated mature height away from grade slabs. All excavations should be sloped, shored, or shielded in accordance with OSHA requirements. Groundwater could be encountered during general excavation at this site. The risk of encountering seepage is increased during our after periods of precipitation. Standard sump pit and pumping may be adequate to temporarily control groundwater seepage on a local basis. RECOMMENDATIONS FOR THE PLACEMENT OF CONTROLLED EARTH FILL Site Grading Site grading operations, where required, should be performed in accordance with the recommendations provided in this report. The site grading plans and construction should strive to achieve positive drainage around all sides of the proposed building. Inadequate drainage around structures built on -grade will cause excessive vertical differential movements to occur. Preparation of Site Preparation of the site for construction operations should include the removal and proper disposal of all obstructions that would hinder preparation of the site for construction. These obstructions should include all abandoned structures, foundations, debris, water wells, septic tanks and loose material. It is the intent of these recommendations to provide for the removal Project No. 07-13870 Page 11 RECI IVC-A JUL 2 3 2003 and disposal of all obstructions not specifically provided for elsewhere by the plans and specifications. All concrete, trees, stumps, brush, abandoned structures, roots, vegetation, rubbish and any other undesirable matter should be removed and disposed of properly. All vegetation should be removed and the exposed surface should be scarified to an additional depth of at least 6 inches. It is the intent of these recommendations to provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. All areas to be filled should be disced or bladed until uniform and free from large clods. Clay and sandy clay subgrade should be brought to a moisture content between 0 and +4 percentage points of the standard Proctor (ASTM D 698) optimum moisture value. Clayey sand should be brought to a moisture content of —2 to +2 percentage points of optimum. The materials should be compacted to between 95 and 100 percent of optimum standard Proctor dry density. Fill Materials Materials to be used for general site fill should consist of on -site material approved by the Soils Engineer. Imported fill should have a liquid limit less than 50 and should be approved by the Soils Engineer. There should be no roots, vegetation or any other undesirable matter in the soil and no rocks larger than 4 inches in diameter. The fill material should be placed in level, uniform layers, which, when compacted, should have a moisture content and density conforming to the stipulations called for herein. Each layer should be thoroughly mixed during spreading to provide uniformity of the layer. The fill thickness should not exceed 10-inch loose lifts. Prior to and in conjunction with the compacting operation, each layer should be brought to the proper moisture content as determined by ASTM D 698. Sandy clay and clay should be brought to a moisture content between optimum and 4 percentage points above optimum moisture value. Clayey sand should be brought to a moisture content within +/- 2 percentage points of optimum. The fill should be compacted to between 95 and 100 percent of optimum density in accordance with ASTM D 698. €Itch Project No. 07-77870 Page 12 JUL 2 3 ?nrz; Density Tests Field Density tests should be made by the Soils Engineer or his representative. Density tests should be taken in each layer of the compacted material below the disturbed surface. If the materials fail to meet the density specified, the course should be reworked as necessary to obtain the specified compaction. CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, during construction quite often anomalies in the subsurface conditions are revealed. Therefore, it is recommended that Rone Engineering Services, Ltd., be retained to observe earthwork and foundation installation and perform materials evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, final depth of undercut of expansive soils for non -expansive earth fill pads, and other such subsurface -related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers, and the geotechnical engineer. REPORT CLOSURE The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If during construction, different subsurface Project No. 07-13870 Page 13 r194d)UE6 JUL 2 3 2003 conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that Rone Engineering Services, Ltd., be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. This report has been prepared for the exclusive use of Clay Development & Construction, Inc. and their designated agents for specific application to design of this project. We have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No warranty, expressed or implied, is made or intended. Project No. 07-13870 Page 14 P E C E I V E D JUL 2 3 2003 0 ' SPEC 15 � & B-16 PROPOSED B-17 1 TO DIXIE STORAGE OLD UNDERWOOD RD &B-15 7111 Os 1 1 IEXISTING BUILDING z POWER LINE STRUCTURES I EASEMENT 0 300 600 SCALE:.I "- 300' 1-7 ,.. .. I �iE�N6T g tE�iuesr J,.:.>C, 1 VICINITY MAP Not to Scale I i I I 1 1 PREFERRED FREEZER DRAINAGE WCH I H w I z W I LI ;o i _ 1 I PLATE A.1 PROJECT NO.: 07-13070.00 Rone Engineerin BORING LOCATION DIAGRAM PROPOSED DIXIE WAREHOUSE I OFFICE BUILDING UNDERWOOD BUSINESS PARK FILENAME: 0713670.DWC DRAWING BY: DF DATE, 01/07 07 REVISEDBY: DATE: REVISEDBY: DATE LA PORTE, TEXAS APPROVED BY: RLS I DATE: 01/07/07 Rnna Fnninaarinn Project No. BotingNo. I''^'^rt Proposed Dixie Warehouse / Office B";ing 07-13870 $- 1 Underwood Business Park, Highwav- V .— Jbsenvtions ' Location Houston, Texas Groundwater seepage was encountered at a depth of about 15' while dry drilling, and was remeasured at a depth of about I P after waiting 15 Completion Completion 'Depth 20 0' Date 12-20-07 minutes. Surface Elevation Type Auger/Wash - t 0 C N n mLL F 0 C 2 c m 33 Z T° ; ma Stratum Description o mm `mm 'cE mE my 'iio w 1' az acne to and am JJ a7 a5 iv Z`o o n coin �t� a FILL: CLAY, light gray and yellowish brown. Very 3.5 21 stiff. SILTY CLAY, dark gray, with roots. Very stiff. CLAY, light gray, with calcareous nodules. Stilfto 2.0 77 47 19 28 18 hard. I • light gray and yellowish brown, with calcareous 2.0 19 5 nodules 3.0 20 - light gray, yellowish brown and reddish brown 2.5 24 101 3730 10 7_ .5/3. 25 92 2790 15 2 - reddish brown 4.5+ 28 20 BORING TERMINATED AT 20.0 FEET LOG OF BORING NO. B- 1 f>F ���V , Plate A.2 JUL. ,'3 2008 — P roject No. 1 T Boring No. — -- r.vrrc LrryrrrCCrrrly� Project Proposed Dixie Warehouse/ Office P•.:':rin g 07-13870 j - 2 Underwood Business Park, Highwa3; J Location \' )bservations Houston, "texas Groundwater seepage was encountered at a depth of about 15' while dry drilling, and was remeasured at a depth of about 10.8' after waiting 15 Completion Completion _Depth 20.0. Date 12-20-07 minutes. Surface Elevation Type Auger/Wash _ c�u O o O L ; o vN 6 Stratum Description ci oo m m Z �e :e x y 0 J C 9 U U ? C �„- C w ww ac7 mm cE mE av oo �'u uE con C n¢ 0 ny JJ fl. a U 0n 7Un SILTY CLAY, dark gray, with roots. Stiff. 2.5 21 CLAY, dark gray and gray. Finn to hard. 1.0 90 60 23 37 24 - light gray and yellowish browm, with calcareous 2.5 17 5 nodules 3,75 92 48 19 29 20 - reddish brown, yellowish brown and light gray 3.0 21 104 4720 10 1.0/4.5 22 106 2100 15 C7 - reddish brown 514.5 27 20 BOMIG TMMINATED AT 20.0 FEET LOG OF BORING NO. B— 2 Plate A.3 .JUL 2 3 200d Rnna Fnninaarinn Project No. Poring �. N7^�^c� Proposed Dixie Warehouse/Office: ling 07-1337U E- 3 Underwood Business Park, Highwal, LocationJbservanoits Houston, Texas Groundwater seepage was encountered at a depth of about 15' while dry drilling, and was remeasured at a depth of about 10.3' after waiting 15 Completion Completion -Depth 20.0' 1 Date 12-20-07 minutes. Surface Elevation 'rype Auger/Wash L = L LL OC O N L O C E c t- Z ; c» o N N Stratum Description E C 0� ram m� : �x 6 m ; < < ..- n w z wm az dU rnF ram am cE JJ mE 6.7 my a5 oo ica Z"o con t> a SILTY CLAY, dark gray, with roots. Vent' stiff. 4.0 IS CLAY, light gray and ,yellow. Stiff. 2.75 is 2.5 57 49 20 29 16 5 - light gray and yellowish brown 3.75 21 - light gray mid yellowish brown, with calcareous 3.0 25 3650 nodules 1101 10 1 SILTY CLAY, light gray. Soft. 1.0 27 101 660 15 CLAY, light gray and reddish brown, with sand layers and seams. Stiff. 2.5 23 20 BORING TERMINATED AT 20.0 FEET LOG of BoPLING NO. B- 3 Plate AA JUL 2 3 2003 Project No. I Boring No. Project r �� •Vy ...y.r,��r„y Proposed Dixie �Vareheuse. Office P; �._1ng 07-13370 B- 4_ Underwood Business Park, Highwva C}_--: )bservations ' I Location Houston, Texas Groundwater seepage was encountered at a depth of about 15' while dry drilling, and was remeasured at a depth of about 11.3' after waiting 15 Completion Completion Depth 200' Date 12-20-07 minutes. Surface Elevation Type Auger/Wash O U LL C O N � yLL N C u L, Stratum Description mF o i 3 m m Z Ole •= e m : 3 m N = d '5., O.. O w 0-5 ma ' ' 0.0 N 4 nd 'cE nE % nv° .. oo Z"o coy az rnr am JJ aZ1 CL fU o a Dta a LSILTY CLAY, dark gray, with roots. Very stiff. 0/4. 21 CLAY, light gray and gray, with calcareous nodules. 2.0/3. 71 42 18 24 16 Stiff. 3.5 15 5 - reddish broom and yellowish brown, with calcareous 2.25 79 49 18 31 22 nodules - light gray and reddish brown. with calcareous 3.0 27 94 2950 nodules 10 1 SILTY CLAY, reddish brown and light gray, with calcareous nodules. Firm. 1.0 28 97 1020 15 Q CLAY, light gray and reddish brown. Very stiff. 4.0 28 20 BORING TERMINATED AT 20.0 FEET LOG OF BORNG NO. B- 4 RECEIVED Plate A.5 JUL 2 3 2003 A Rone Engineering Pic e. I P.^;^'.j Proposed Dixie Warehouse / Office C� "':ing 07-13370 t3- 5 Underwood Business Park, Hiehw:t�, V.a,,;, Observations Location Houston, Texas Groundwater seepage was encountered at a depth of about 12' while dry � drilling, and was remeasured at a depth of about 8.7' after waiting 15 Completion Completion Depth 20.0' 1 Date 12-20-07 minutes. Surface Elevation Type Auger/Wash L u 0 _ t�L ` N OI 0 2 Stratum Description mat at ; < a x 9x m 6E w Y mat atz aU N and aN 9 . JJ mE a7 ev 20 u o a DU a LSILTY CLAY, dark gray. Very stiff. 1,014,1 16 LCLAY, dark gray. Stiff. - light gray and gray, with calcareous nodules 2.0 58 44 19 25 I S -,yellowish brown, reddish brown and light gray, with 2.0 I4 5 calcareous nodules - reddish brown, light gray and yellowish brown 2.0 22 - with calcareous nodules i 2.0 23 104 3370 to— SILTY SAND, reddish brown, with silty clay seams and layers. Medium dense. �.oR. 21 15 CLAY, reddish brown. Very stiff. 3.5 I 25 20 BORING TER31,4INATED AT 20.0 FEET LOG OF BORING NO. B- 5 Plate A.6 Rz2aV_-- JUL 2 3 �- Project No. Boring No. I Nroject proposed Dixie Warehouse / Office P-"1�1ing f\VIIC Gli,lll 07-13370 B- 6 Underwood Business Park, Higliwai Location )bsen,ations Houston, Texas Groundwater seepage was encountered at a depth of about 12' while dry I drilling, and was remeasured at a depth of about 8.2' after waiting 15 Completion Completion Depth 20.0' Date 12-20-07 1 minutes. Surface Elevation Type Auger/Wash ti u m LL U 0 N W r Stratum Description m- e e ram �: .E Uw 0m aU 0 00 Z•0 0E 0m C arc ml•- ra ar0 JJ a7 a S fU o a c0a Dom L •„ FILL: CLAY, dark gray and gray. Hard. 4.5+ 76 37 17 20 18 rtn' CLAY, dark gray. Stiff to very stiff. - gray 2.5 19 - light gray and yellow, with calcareous nodules �.0 22 - reddish brown, yellowish brown and light gray, with 82 56 21 35 26 calcareous nodules T Z 1.75 24 103 2500 10 - reddish brown, with calcareous nodules 2.75 30 98 4110 15 SILTY Fine SAND, reddish brown. hledium dense. N= 18 22 20 BORING TERM HATED AT 20.0 FEET LOG OF BORJNG NO. B- G t Plate A.7 JUL 2 3 2003 Pnnex FnetinAprinn Project No. Boring No. I'r^.��<�' Proposed Dixie Warehouse / Office --`-ding 07-13870 B- 7 Underwood Business Park. Highwa"; t — ' 1..:,.. Jbservations - Location Houston, Texas Groundwater seepage was encountered at a depth of about 12' while dry drilling, and was remeasured at a depth of about 9.7' after waiting 15 Completion Completion Depth 20.0' Date 12-20-07 minutes. Surface Elevation Type Auger/Wash o0 O _ O O L s E.e V Stratum Description m r 0� 3 3 OO m m i 0*. i ter, .�° m.r ; m q Gd e C ee �- m,<< I v w cm mm Fo. aU N> and J� cE N� mE bm ma ac oo Z'u ouE com M az rn t- am JJ azi a iU Oa 7Ua FILL: CLAY, dark gmy, gray, light gray and red, with. 2.0 26 sand seams and roots. Stifrto hard. 4.5+ 80 34 17 17 16 CLAY, gmy. Hard to very stiff. - light gmy, with calcareous nodules 2.0 17 5 - gray and yellow, with calcareous nodules 2.0 20 3.0 20 112 4190 1 10 C7 SILTY SANDY CLAY, light gmy and reddish brown. - Finn. 1.5 23 102 1650 IS SILTY Fine SAND, reddish brown. Medium dense. N=18 26 20 BORMI NG TERMINATED AT 20.0 FEET LOG OF BORING NO. B- % Plate A.8 +was+a5r q"u JUL, 3 2008 Pnnn Prtninnnrinn Project No. Boring No. prmect Proposed Dixie Warehouse / Office Gam' ��ing 07-13370 B- 8 Underwood Business Park, ]liehway( k. _:,.:)bscn•ations Location Houston, Texas Groundwater seepage was encountered at a depth of about 12' while dry drilling, and was remeasured at a depth of about 8.1' after waiting 15 Completion Completion Depth 20.0' D°10 12-20-07 minutes. Surface Elevation Type j AugerM'ash i 0LL t u LLE C - E = (n dt- b » 3 3 = m 3 O u m Stratum Description e mm �_ ; < I e a^ 'vE tee_ mE m N 'oo a w ¢ um a1' SU rnt- Wd am JJ aZ gM if sfu i^u 0 a corn Duet. FILL: CLAY, light stray, vellow and red. Vcn• stiff. 3.5 71 40 18 22 21 SILTY SANDY CLAY, dark gray. Very stiff. CLAY, gray and light gray, with calcareous nodules. 4.5/I. 20 Stiff to very stiff. 4.25 14 5 - reddish brown 2.0 64 40 18 22 17 3.0 23 105 3100 - reddish brown, with calcareous nodules 10 SILTY SANDY CLAY, light gray and reddish brown, with silty sand seams. Firm. I.0 25 107 1450 15 CLAY, reddish brown, with silt seams. Stiff. 2.0 27 20 BORING TERWNATED AT 20.0 FEET LOG OF BORING NO. B- 8 Plate A.9 JUL : 3 ?008 Rona Fnninaarinn Pruject NO. Boring No. � s P-_;_:.. t `..�..."•'•..•�.� Proposed Dixie A arehouse /Office 1 •'" ing 07-13370 j B- 9 Underwood Business Park, Hi2hwalI, \4 men Observations Location Houston, Texas Groundwater seepage was encountered at a depth of about 12' while dry drilling, and was remeasured at a depth of about 9.3' after waiting 15 minutes. Completion Depth 70 0' Completion Date 12-20-07 I Surface Elevation Type Auger/Wash _ L OC O L v t a m~ Z e 3 m m r r Stratum Description o o o ram me x e m =m me U uE,� to ram MU and trE mE Mm my oo Z"u com K CK Nt- dN :3 i1J a fU o a Dom FILL: SILTY SANDY CLAY, dark gray and brown, 4.5+ 23 with roots. Hard. SILTY SANDY CLAY, dark gray and brown, with roots. Hard. CLAY, gray. Firm to stiff. .5/4. 26 - reddish brown and yellowish brown, with calcareous 2.25E2.5 24 5 nodules 90 51 21 30 21 - reddish brown 2.5 29 95 2310 1 I I 10 n SILTY CLAY, reddish brown and light gray. Firm. - 1.0 24 105 1240 IS SILTY Fine SAND, reddish brown and light gray, with silty clay pockets. Medium dense. 1.0 22 20 BORING TERMINATED AT 20.0 FEET LOG OF BORING NO. B— 9 Plate A.10 JUL 2 3 2008 Pnno Fnrrinoorinn iProject No. Boring No. Proicct Proposed Dixie Warehouse / Office 07-13870 B-10 Underwood Business Park, Highway V_..: �ibsen•ations Location Houston, Texas Groundwater seepage was encountered at a depth of about 15' while dry drilling, and was remeasured at a depth of about 11.7' after waiting 15 Completion Completion Dept' 20.0, Date 12-20-07 minutes. Surface Elevation Type Auger/Wash _ t 0 U 1`0 N 4 c off N N 2 ; y 2 Stratum Description mm W `" x m� �m �'�x > '- _ N '- W �q !� ; as O w C W W: h- h a U q> 0) Q E W E N W a C o o f. L U U E c o a Cr atY (n� . am JJ a.7 aE iU o a 7U a r^ • FILL: CLAY, dark gray, light gray, brown and red. .0/4.5 24 Firm. FILL: SANDY CLAY and SILTY SAND, gray and brown, Hard. CLAY, gray and yellow. Stiff to firm. 1.5 87 48 19 29 25 2.25 23 5 - light gray and yellowish brown 2.0 23 - reddish bro%m and light gray 2.5 96 61 23 38 25 91 2640 —10 • 1 - with silty sand layers 2.0 22 103 1170 15 - with silty sand layers 2.0 20 —20 BORING TEPWINATED AT 20.0 FEET LOG OF BORING NO. B-10 RE-CEIVED Plate A.11 JUL 2 3 2008 Pnno Fnninnorinn '1'rOjcc; No.Boring No. .. J..._�....J °mien Proposed Dlxil'\irarehoUSe/Office 'ing 07-1387U B-I1 Underwood Business Park, HiQhwal _ 'Jbservations Location Houston, Texas Groundwater seepage was cricountered at a depth of about 15' while dry drilling, and was remeasured at a depth of about 11.9' after waiting 15 Completion Completion Depth 20.0' 1 Date 12-20-07 minutes. Surface Elevation Type AugerAVash LL _ r o L ` N W F U OF 3 ay Yc2 Description oo WEnoStratum X_r e 3 < ;of ma a _ wvma cc a0: (A 0. N'= SJ m a5 o f Z o c oa 'a Don FILL: SILTY SANDY CLAY, dark gray, gray, light .0/3. 17 ray and yellow. Firm. SILTY SANDY CLAY, dark gray, with roots. Very stiff.- gray, and light gray clay, with calcareous nodules 3.0 15 - reddish brown, yellowish brown and red, with 35 91 s0 21 29 I8 5 calcareous nodules JIM" 3.0 21 106 6180 - reddish brown and light gray, with calcareous 3.0 2a 3710 nodules 10 1 SILTY SANDY CLAY, reddish brown and light gray. Firm. 1.0 26 15 1 CLAY, reddish brown, with silt seams. Hard. a.s+ za 200 F30RfNG'fERM1NATED AT 20.0 FEET LOG OF BORING NO. B-11 _ _ , Plate A.12 JUL % 3 2OC3 Rnnp Fnninpprina i Project No. Boring No. ------ ---- --------- Proposed Dixie Warehouse /Office I'+ ". ing 07-13370 B-12 Underwood Business Park, Highway F atei Observations Location Houston, Texas Groundwater seepage was encountered at a depth of about 15' while dry drilling, and was remeasured at a depth of about 11.1' after waiting 15 Completion Completion Depth 20( minutes. Surface Elevation Type Auger/1Vash � L O 0 t - _ o L d yt N LL- q n N W d C O Stratum Description o C mm Z �� ; < ; < d H € I e U J- d� H- Hd C UE,� w Cd dd fa aU q> dm cE HE aJ wv a od 2"u C0H C az 0 (L6 JJ io 0 a DU a FILL: CLAY, dark gray. gray and Yellow. Ver• stiff. 4.25 19 SILTY SANDY CLAY, dark gray, with mots. Very stiff. CLAY, gray and light gray, with calcareous nodules. 2.5 49 41 18 23 16 Stiff to hard. 2.5 19 5 • reddish brown and yellowish brown, with calcareous 3.0 60 48 20 28 16 110 5480 nodules - reddish brown and light gray, with calcareous 3.0 18 4070 nodules 10 1 • with silt seams 2.5 28 YYY 15 - reddish brown 4.5+ 27 20 BORING TERMINATED AT 20.0 FEET LOG OF BORING NO. B-12 Pp1% f7lvrr) Plate A.13 JUL2 3 2003 Project No. I Boring No. i Prnj—I Proposed Dixie Warehouse / Office Bing 07-13870 B-13 . Underwood Business Park. Highwal Rone Engineering Location i Watcr Observations Houston, Texas Groundwater seepage was not observed while drilling, and the borehole appeared dry at completion. Completion Completion • Depth 5.0' Date 12-20-07 Surface Elevation I Type i Auger ct 0 yty tL � 0 N CII = 2 3 m W o Stratum Description a mm YV m N) u o w y a10i a U m m J c E w E N V o o t^`o c o y, tr o.z w� aru 771aZi a5 fc� on Iva FILL: CLAY dark gray. gray and li ht eray. Firm. OJ5 34 SILTY SAND, dark brown, with roots. Medium n dense. 1.5 86 63 23 40 26 CLAY, dark gray. Firm. - light gray, gray and yellow 1.0 I5 5 BORING TERMINATED AT 5.0 FEET LOG OF BORING NO. B-13 RE+9CIVED Plate A.14 JUL 2 3 2OC6 t?nnn Cnninocrinn Project No. I Boring No. Pr"iect Proposed Dixie Warehouse / Office P/.ltng ..y..� _..y........ ...y 07-13870 B-14 ,t Underwood Business Park, Hjghti+, V.-u— Jbservations •- Location Houston, Texas Groundwater seepage was not observed while drilling, and the borehole appeared dry at completion. Completion Completion Depth 5.01 Date 12-20-07 Surface Elevation Type Auger o� o _ LL oo � .d. F o� n in o N s U L 3 3 T° 9 2 s Stratum Description P C to �a �_ O• m w a mcEm ' nv � comw a ac 0P ay 77 a7 a5 oo iU o a m 3U a `` FILL: CLAY, dark gray, gray and red, with tan sand 4.0 57 41 1 181 23 181 laver and roots. Very stiff. CLAY, gray and light gray. Stiff. 2.0 17 • light gray and yellow, with calcareous nodules 2.5 26 5 BORING TEWINATED AT 5.0 FEET LOG OF BORMG NO. B-14 Plate A.15 JUL 2 3 2003 D, - C: Project No. Boring No. 07-13370 B-15 P.,,�.,•' Proposed Dixie Warehouse / Office P;�%''ing _Underwood Business Park, Highway.. \'..,,, Jbservations Location Houston, Texas Groundwater seepage was not obsen'ed while drilling, and the borehole appeared dry at completion. Completion I Completion Depth 5.0, Date 12-20-07 Surface Elevation Type Auger o� t0 C o N L� C Z a' 3 dtll NE. Stratum Description mm 0= �. - m- n ai : =n o w 001 a.0 m2 cE mE my 'oo �0. coy z az m� am JJ a� a� fU Da mum • FILL: CLAY, dark gray, gray and light gray, with not .2512. 29 sand layer. Firm to stiff. I I 4.25 19 SILTY SANDY CLAY, dark gray, with roofs. Vcry stiff. CLAY, light gray and yellow, with calcareous 2.5 81 52 21 31 18 nodules. Stiff. 5 I BORING TERMINATED AT 5.0 FEET LOG OF BORJNG NO. B-15 RECEIVEO Plate A.16 JUL 2 3 2008 Rone En ineerirt 1 Project No Boring No. Proiect t,r• g Proposed Dixie Warehouse / Office 07-13370 B-16 I Undmvood Business Park, Highwa3, \fit_:.: Jbservations I Location Houston, Texas Croundtwater seepage was not observed while drilling, and the borehole appeared dry at completion. Completion Completion Depth 0, Date 12-20-07 Surface Elevation Type Auger O m O t C c S �, G E UN E~ N N oo G = m 9 0 Stratum Description o 6 mm Mx x U w cm mm Fa aU yi and crE mE my oo Z0 uE co`N cc as rnP am JJ a7 iLS fV oa Dom r • FILL: CLAY, dark gray, gray and yellow. Firm. 1.5 28 I I CLAY, dark gray and gray. Stiff. 2.5 83 55 21 34 21 Egray to light gray, with calcareous nodules 3.0 16 5 BORING l'MMNATED AT 5.0 FEET LOG OF BORING NO. B-16 RUC-IV95 Plate A.17 /UL 2 3 21M 0. C. - Project Nu. Boring No. ___—_..rwrtc ur urccnrn Project Proposed Dixie Warehouse / Oftiee Rlul`ling 07-13870 8-17 I Underwood Business Park, Highway, g—Y' C • _ `rbsenatiens Location Houston, Texas Groundwater seepage was not observed while drilling, and the borehole appeared d et completion. PP dry ' Completion I Completion Depth 5.0, I Darn 12-20-07 Surface Elevation Type I Auger t to aw m o o Stratum Description ram 6 ; < -E <d '�= CL U w can ym t-a o.v Hi ram cE »= mE »d Sv ='c oo zw uE cow s az rnH nrn JJ Q, aS iQ o6 DOa —rr CLAY, dark gray and gray. Firm. I L0 82 80 28 52 34 -/ SILTY SANDY CLAY, dark gray. Firm. 15 23 CLAY, gray. Stiff. - light gray, with calcareous nodules 2.0 18 5 BORNG TERMNATED AT 5.0 FEET LOG OF BORING NO. B-17 RECEIVED Plate A.18 JUL 2 3 2006 Major Divisions ym, T r?ical Names m "oratory Classification Criteria i D, - fDnly Weli-graced gravels, gravel- `m_ m w GW sand mixtures, little or no o greater than 4: Cc=---------- between t and 3 A ° fines y a DtnxD� c rn C m a U o u Poorly graded gravels, gravel 3 E d u = GP sand mixtures, little or no ,� n m Not meeting all gradation requirements for GW E m H w d fines a v N > N @ O p `° ° z ^° o Silt ravels, ravel -sand -sill y g g C�7 �? q Liquid and Plastic limits Liquid and plastic limits N m E @ m GM mixtures a N Z ; m below "A" line or P.I. plotting in hatched zone ° z L L L m m m uC, greater than 4 between 4 and 7 are a m ° °N' $ `" borderline cases Liquid and Plastic limits 'o = w > �' Clayey gravels, gravel -sand- N u "A" requiring use of dual a -° o, o g m a a GC clay mixtures 5 d m 'm z e above line with P.I. symbols c ¢ o, a greater than 7 o� E= [E v 0 w Well-graded sands, raves gravelly 0 c -4m o„ lDm>' m M as E D c C SW sands, little or no fines E of C� —greater than 6: C�= -- between t and 3 Ow Duo x Dw m U E a 000 rn co 'u m = C 4 N C d V Poorly graded sands; _a v v SP gravelly sands, little or no c m w $ Not meeting all gradation requirements for SW t w m fines 0 0 a C N m U O (n d u c M m `m an d Liquid and Plastic limits m ° o z m C c ° SM Silty sands, sand -silt m e `C g = = N below "A" line or P.I. less Liquid and plastic limits E m E mixtures ; „ m E than 4 between 4 and J 3 a c o g f Ploing ane borderline cases Liquid and Plastic limits u S = v 'E requiring use of dual m m SC Clayey sands, sand -clay c m above "A" line with P.I. symbols i (a mixtures m C N m greater than 7 m oo6 Inorganic silts and very fine sands, rock flour, silty or o vt ML clayey fine sands, or clayey silts with slight plasticity i r L N Inorganic clays of low to 60 u, CL medium plasticity, gravelly o „E clays, sandy clays, silty 6 = = clays, and lean clays co o v CH c M 70LOrg anic silts and organic silty 40 m — clays of low plasticity m o `w F E aa0 :9 ° o Inorganic silts, micaceous or u MH diatomaceous fine sandy or a 10/ OH a d MH M 75 t silty soils, elastic sills .P a r 20 cL ° `E ,-10,m ° ` CH Inorganic clays of high t plasticity, fat clays L E - 4\��L�ML ML a tl OL L 00 m Q OH Organic clays of medium to 10 20 00 40 so 60 70 60 00 too - v high plasticity, organic silts Liquid Limit U E o Pt Peat and other highly organic Plasticity Chart ON soils UNIFIED SOIL CLASSIFICATION SYSTEM P,e4c, 1V PLATE A.19 Jul 2 5 2008 SOIL OR ROCK TYPES 'd m 'a GRAVEL LEAN CLA'! LIMESTONE • e :t SAND ••• SANDY = SHALE SILT SILTY —_, SANDSTONE HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL ine Grained SOUS (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Unconfined Compression, (psf) Very Soft <0.50 <500 Soft 0.5 to 1.0 500 to 1000 Firm 1.0 to 1.5 1000 to 2000 Stiff 1.5 to 3.0 2000 to 4000 Very Stiff 3.0 to 4.5 4000 to 8000 ! Hard 4.5+ >8000 � oarse Grained SOUS (More than 50%Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% i 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% oil Structure calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance laminated Composed of thin layers of varying color or texture fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions F ERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation ery Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils ;oft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail lord Difficult to scratch with knife /ery Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled :emented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering )neathered Rock in its natural state before being exposed to atmospheric agents ,;lightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock :xtremely Weathered Complete color change with consistency, texture, and general appearance approaching soil .(EY TO CLASSIFICATION AND SYMBOLS .-IFI: t- -, PLATE A.20 Nit ii41 G:\Forms\HCFCD Key - Houston JUL -' 3 2003 SWELL TEST RESULTS GEOTECHNICAL ENGINEERING REPORT PROPOSED DIXIE WAREHOUSE/OFFICE BUILDING UNDERWOOD BUSINESS PARK LA PORTE, TEXAS RONE PROJECT NO. 07-13870 Boring Sample Depth (ft) Liquid Limit Plastic Limit Plasticity Index Initial MC (/o) Final MC (/o) Load (pst) Swell ( /o) B-1 S-2 2-4 47 19 28 18 21 360 0.3 B-2 S-2 2-4 60 23 37 24 28 360 0.3 B-2 S-4 6-8 48 19 29 20 22 840 0.5 B-3 S-3 4-6 49 20 29 16 25 600 0.0 B-4 S-2 2-4 42 18 24 16 20 360 0.1 B-4 S-4 6-8 49 18 31 22 23 840 0.0 B-5 S-2 2-4 44 19 25 15 19 360 0.0 B-6 S-1 0-2 37 17 20 18 18 120 0.1 B-6 S-4 I 6-8 56 21 35 26 26 840 0.0 B-7 S-2 2-4 34 17 17 16 18 360 0.0 B-8 S-1 0-2 40 18 22 21 22 120 0.6 B-8 S-4 6-8 40 18 22 17 24 840 0.0 B-9 S-4 6-8 51 21 30 21 24 840 0.6 B-10 S-2 2-4 48 19 29 25 28 360 2.6 B-10 S-5 8-10 61 23 38 25 26 1080 0.3 B-11 S-3 4-6 50 21 29 18 21 600 0.8 B-12 S-2 2-4 41 18 23 16 19 360 0.5 B-12 S-4 6-8 48 20 28 16 21 840 0.1 B-13 S-2 1-3 63 23 40 26 29 240 1.9 B-14 S-1 0-1 41 18 23 18 20 120 0.5 B-15 S-3 3-5 52 21 31 18 21 480 0.5 B-16 S-2 1-3 55 21 34 21 25 240 0.3 B-17 S-1 0-1 80 28 52 34 35 120 1.7 Plate A.21 RECEIVED JUL 2 3 11008 FIELD OPERATIONS Subsurface conditions were defined by 17 sample borings located as shown on the Boring Location Diagram, Plate A.1. The borings were drilled at locations staked in the field by Rone. The borings were advanced between sample intervals using continuous flight auger drilling procedures. The results of each boring are shown graphically on the Logs of Borings, Plates A.2 through A.18. Sample depth, description, and soil classification based on the Unified Soil Classification System are shown on the Logs of Borings. Keys to the symbols and terms used on the Logs of Borings are presented on Plates A.19 and A.20. Relatively undisturbed samples of cohesive soils were obtained with Shelby tube samplers in general accordance .with ASTM D-1587 at the locations shown on the Logs of Borings. The Shelby tube sampler consists of a thin walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to maintain "in situ" moisture content. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25 inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Samples of granular and cohesive materials were also obtained using split -barrel sampling procedures in general accordance with ASTM D-1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2 inch OD split barrel sampling spoon driven into 18 inches into the ground using a 140-pound hammer falling freely 30 inches. The number of blows for the last 12 inches of a standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N- value). The N-values are recorded on the boring logs at the depth of sampling. The samples were sealed and returned to our laboratory for further examination and testing. Groundwater observations during and after completion of the boring are shown on the upper right of the boring log. Upon completion of the boring, the boreholes were backfilled from the top and plugged at the surface. B-1 Jill 2 3 2008 LABORATORY TESTING General Laboratory tests were performed to define pertinent engineering characteristics of the soils encountered. The laboratory tests included moisture content tests, Atterberg limits determinations, gradation tests, unconfined compressive strength tests, free swell and. visual classification. Classification Tests Classification of soils was verified by natural moisture content and Atterberg limits determinations, and gradation tests (percentage of material passing a No. 200 U.S. Standard Sieve. These tests were perfcm ed in general accordance with American Society for Testing and Materials (ASTM) procedures. The Atterberg limits, natural moisture content, and gradation. test results are presented at the respective sample depths on the Logs of Borings. I Strength Tests Unconfined compression tests were performed on selected samples of cohesive soils. In the unconfined compression fast, a cylindrical specimen is subjected to axial load at a constant rate of strain until failure occurs. Test procedures were in general accordance with ASTM D 2166. Strengths determined by this test are tabulated at their respective sample depths on the logs of borings. Results of natural moisture content and dry unit weight determinations are also tabulated at the respective sample depths on the logs. I Free Swell Tests Selected samples of the near -surface cohesive soils were subjected to free swell tests. In the free swell test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture contents are determined both before and after completion of the test. Test results are recorded as the percent swell, with initial and final moisture content. The results of the swell tests are presented on Plate A.21. e 2 ,JUL 2 3 2OC3 a-f t ni. ^-A Cc-ri', o z r, APc....i T� r l�oc..� J • (.. a a r - .A ALu c r t o L-*-�A. , ./ L�C•1.J i10 (. /✓1. MlLlll�'. /� rt avC-K (n c File Edit USI Commands Help_ SECTOR P a ©—g Permit Inquiry-Permit Selection `y O Property address: 10055 PORTER RD CLP (1 \l 5'` Y \ HCAD Number. 12&63&00&0007 Application number. 09 00001416 ' fri 5 Application type: EW,PPRIdNG GARAGE 1 000 000 BLDG PERMIT-COMML'RCIAL ADD Oil 00 CO 4 LIGHT POLES-PARKIRG LOT 000 000�EL!CTRICAL PERMIT ibo CO fa!W !L!C WORF IMO I , t C� c'- i�l City of LaPorte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00001450 Date 3/16/10 Property Address . . . . . . 10055 PORTER RD HCAD Number: 129-636-000-0007 Application type description MISCELLANEOUS Subdivision Name . . . . . . UNDERWOOD BUSINESS PARK Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 2000 Owner ------------------------ GRANITE UNDERWOOD DIST CTR LP %BLACKROCK REALTY ADVISORS INC 300 CAMPUS DR FL 3 FLORHAM PARK NJ 079321038 Contractor KEY SCAPE, LLC 16575 VILLAGE DRIVE HOUSTON TX 77040 (832) 889-5188 --- Structure Information 000 000 NEW IRRIGATION Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . FACTORY & INDUSTRIAL ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -LAWN SPRINKLER Additional desc . . NEW IRRIGATION Permit Fee . . . . 27.50 Plan Check Fee 13.75 Issue Date . . . . � 9/09/09 Valuation . . . . 2000 Expiration Date . 3/08/10 Qty Unit Charge Per Extension BASE FEE 20.00 1.00 7.5000 THOU BLDG - 1,001 - 50,000 7.50 --------------------------------------------------------------------------- Special Notes and Comments T/S: 09/03/2009 09:42 AM PE_CHAVEZ - (1) AS PER PLANS AND NOTES (2) PROPERTY OWNER IS RESPONSIBLE FOR ANY REPAIR TO IRRIGATION SYSTEM INSTALLED IN ANY UTILITY EASEMENT AND ANY FUTURE DAMAGE TO SYSTEM BY UTILITY PROVIDERS (3) SEE ATTACHED LAWN IRRIGATION HANDOUT OR MINIMUM REQUIREMENTS (4) NO HEADS OR PIPING ALLOWED IN STREET RIGHT OF WAYS (5) NOTIFY THE CITY OF LA PORTE TO ANY CHANGES IN SCOPE OF WORK (6) CALL FOR INSPECTIONS BEFORE BACK FILLING ANY TRENCHES (7) BACKFLOW CERTIFICATION MUST BE ATTACHED TO BACKFLOW PREVENTER AT THE TIM OF INSPECTION (8) SEPARATE PERMIT REQUIRED FOR ANY ELELCTRICAL WORK T/S: 09/09/2009 05:38 PM PE_CHAVEZ - (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 09-00001450 Date 3/16/10 ---------------------------------------------------------------------------- Special Notes and Comments PER M. RAMOS, INSPECTION PASSED, CLOSE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 27.50 27.50 .00 .00 Plan Check Total 13.75 13.75 .00 .00 Grand Total 41.25 41.25 .00 .00 (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. LA PORTE FIRE MARSHAL'S OFFICE "PLAN R "CApp T TyEC! , A N1z Sp`ANS.4 To T ye is CU�RR pR OR �\ G. Date 01/13/2008 Business Name Packwell II Address 10052 Porter Road Type of Review Under -Ground Fire system Reviewed by Clif Meekins, Fire Marshal Approval Yes The following items are identified by the Fire Marshal's Office during the plan review: 1) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on his person, while on the job site. 2) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTION! U M , 3) FLUSH - Underground flushing of the lead-in piping is to be completed prior to connecting the riser to the underground mains and/or lead-ins 4) HYDROSTATIC TEST - Hydrostatic test shall be preformed, and passed by your company, prior to contacting the Fire Marshal's Office for inspection. 5) Contact the Fire Marshal's Office 24hrs in advance (prior to cover-up) to schedule an Under - Ground Fire system inspection. The system shall be pressured and holding 200# for two hours prior to the Fire Inspectors arrival. Failure to have the system ready for inspection will result,in a "failed" inspection. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE 2" d Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 J • • ► a - _ a -- ' �Y si• II�•.�� . 1�.vW •I I fir. � -��• . !I rT6A ml .. rer... . r 1 r i / I 0 4 Ii II ii I I I ' li I ! - ii INSPECTION SERVICES MINOR DEVELOPMENT SITE PLAN CHECKLIST Job Address: Development Name: f Qae1� `P I Q QQ Type of Business/Development: ew OR Addition CL P Project No.: # M Mol Date Rcv' d. in Inspections: (n - a (o -Oy % q A C. A ^� • S �"A" ""0— ew Legal Description: it) Zoning: PP \A> SIC No_: # S/6 2 Allowable Use?& OR N P & Z and/or C.C. Action? Ord./Permit #s: sub Street/Alley Closing Action? Ord #s: M I A FORMAT Engineer or Surveyor Sealed (Dev Ord #1444; App. E) Yes or No Development Name Shown (Dev. Ord #1444; App. E) es or No Development Type Shown (Dev. Ord #1444, App. E) Yes or No Legal Description Shown (Dev. Ord #1444; App. E) Yes � ,, or No i Job Address Shown (Dev. Ord #1444, App_ E) es or No Building Footprint Shown (Dev. Ord #1444,• App. E) Yes or No Scale of Plat Shown (Dev. Ord #1444; App.E) es or No North Arrow Shown (Dev. Ord #1444, App. E) Yes or No Utility Easements/Alleys — Shown? (Dev. Ord #1444, App. E) or No (IfApplicable) Flood Zone - Shown? (Dev. Ord #1444; App. E) Yes or No B.F.E. - -Shown? (IfApplicable) Received? Iles e--?.o 4 Flo d Plain Development Permit Required? Inspection Division Site Plan Checklist / Page 2 SPECIAIA L PERMITS 3 way/Culvert Permit Required? Yes or No (State or County or tty) (Obtain Copy) UTILITIES Utility Verification Completed? Results: a) Water Available w/o Extension Yes or No b) Sewer Available w/o Extension c) Utility Extension Agreement Needed? d) Utility Easement Agreement Needed? Water Development Fees - (Ord #759 F) t if Water Tap Size —( 12- 1 (Ord #759 E) Irrigation Size - ( I I& of ) (Ord # 759E) Sewer Development Fees - (Ord #759 F) Sewer Tap Size - 4 0r (Ord 4759F) *includes sewer inspection fee charge IA MR 0 %oo'o $ JA 700 On & Off -Site Utilities Shown: a) Water Line Size/Routing es or No b) Sewer Line Size/Routing Ye or No c) Gas Line Size/Routing d) Electric Line Routing (O.H. or Undgd.) Yes or Grease Trap/Sample Well Shown? (Ch. 74 of Code of Ord) Yes or See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream of grease trap.) Inspections Division Site Plan OhecMist Page 3 J 9 ZONING (Chapter 106 of the City's Code of Ordinances) P % Maximum Lot Coverage Confirmed? Yor ` J� Sec[ 106-443, Table B (Commercial) and Sect 106-522, Table B (Industrial) ac $> Sect. 106-443, Table B (Commercial) and Sect 106-522, Table B (Industrial) Front - Rear Side Parking Regulations: Surface is Dust Free? (Sect. 106-835[a) Yes or C/No Curbing/Curbstops Okay? (Sect. 106-835[il) �I �C ,fie ^r � Size of Spaces & Aisles - Adequate? Yes or No (Sect. 106-835[a][c-41 and[d]) Regular—10'X18'; Accessible—14'X20'; Parallel—10'X22' Circulation Aisle — 28' (90-degree parking) 18' (60 & 45-degree) Ratio of Spaces Adequate? Yes or No (T 11061 Of2003Ed oflnt'l. Bldg. Code) Regular Vs. Accessible S.\CPShareUNSPFCnONDIVISIONUuspectionsVns Services Site PlanMist -doc Rev- 11-29-04 dsw FLUID METER SALES & SERVICE 10321 MONROE RAOD HOUSTON, TEXAS 77075-3737 713A91-5279 ILLEGIBLE OR INCOMPLETE TEST REPORTS WILL NOT BE ACCEPTED NAME OF PROPERTY: PROPERTY ADDRESS: Crrv: ft STATE: TEXAS zu ). ) KE—,5_395rxoNEr.��321-g�`j Slk� MAILING ADDRESS: SAME - CONTACT PERSON: f THE BACKFLOW PREVENTION ASSEMBLY DETAILED HEREON HAS BEEN TESTED AND MAINTAINED AS REQUIRED BY T NRMChapW 290, RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS, CTTY'S UNIFORM PLUMBING CODE, AND IS CFRTD'I;•D TO COMPLY WITH THE REQUIREMENTS. TYPE OF AfCFM111 V ,��..!f' ❑REDUCED PRESSURE PRINCIPLE (RP) ❑ REDUCED PRESSURE PRINCIPLE -DETECTOR (RFD) WFRESSURE VACUUM BREAKER (PUB) ❑DOUBLE CHECK VALVE(DCV) ❑ DOUBLE CHECK VALVE-DETECTOR1(DCD) ❑ SPILLRESisTANT PRESSURE VACUUM BRREAKER(SVB) MANUFACTURER .F_P A (, C' n MODELN SIZE, 2 SERIAL NUMBER 1�'�% f S / LOCATED AT: N.'IN --,r N/'Di0 . C. ✓� P b N / i7K.✓� DATE INSTALLED: Is the assembly installed In accordance with manufacturer recommendations and/or City's Uniform Plumbing Code? YES I REDUCED PRESSURE PRINCWLE ASSEMBLY PRESSURE VACUUM BREAKER & SVB DOUBLE CHECK VALVE ASSEMBLY RELIEF VALVE AIR DILET CHECK VALVE _ CHECKVALVE01 - CHECKVALVEt2 D.C. CLOSED TIGHT ❑ CLOSED TIGHT' . ❑ OPENED AT .. OPENED AT HELD AT INITIAL RP PSm PSID PSm PSID PSm LEAKED ❑ LEAKED ❑ DID NOT OPEN ❑ DID MDT OPEN ❑ LEAKED ❑ REPARS AND MATERIAL USED CLOSED TIGHT ❑ CLOSED TIGHT ❑ OPENED AT OPENED AT HELD AT FINALD.C. TEST RP PSm pSlp PSID 3 " y PSm TEST GAUGE USED. MAKE, MODEL O ANI:R RESEARCH 0.20 SN 911409-1 CALIBRATION DATE: a4mo 14 M= ew xww REMARKS: THE ABOVE TEST IS CERTIFIED TO BE TRUE AT THE TIME OF TESTING. Brttlbw Teo Stalm 4Pm 13Fa0 Cry FIRM NAME: F1nid Meter S*1m & Service_ Inc FIRM ADDRESS; 10321 Monroe Road Houston. TX 77075 FIRM PHONE 713.991.5279 CERTEFEED TESTER: MARK M STEAD CERTIFIED TESTER NO: DP00070M TEST DATE: S 0 — C/ 7 -TEST REPORTS MUST BE KEPT FOR AT LEAST THREE YEARS TESTING IS REQUIRED UPON INSTALLATION, REPAIR, OR RELOCATION AND ANNUALLY THEREAFTER. --USE ONLY MANUFACTURERS' REPLACEMENT PARTS LUMEFIRE LA PORTE A F FIRE MARSHAL'S t j OFFICE "PLAN REVIEW" Date 06/02/2009 Business Name Packwell 11 Address 10052 Porter Road Type of Review Fire Alarm Reviewed by Clif Meekins, Fire Marshal Approval YES The following items are identified by the Fire Marshal's Office during the plan review: 1) Ensure the system is designed and installed so silencing the Audible devices WILL NOT cancel the Visuals devices through -out the facility and note on your resubmitted plans. The strobes shall remain active when the system has been silenced and will remain active until the system has been reset 2) A person licensed through the Texas State Fire Marshal's Office to install Fire Alarm systems shall be onsite during all phases of installation and during the Fire Marshal's inspection. 3) The Fire Marshal's Office must witness a function test of the Fire Alarm system. Contact the Fire Marshal's Office 24hrs in advance to schedule a Fire Alarm system test. 4) Approved (Stamped) copy of the Fire Alarm plans shall be on the job site and available to the Fire Marshal Inspector at any time during installation. �0�� *X 120 56uth 2"d Street, La Porte, TX 77571 Office: 281-8674603 Fax:281-867-4629 F' UP09MERE LA POR_& of FIRE MARSHAL'S CE", OFFICE "PLAN REVIEW" Date 02/18/2009 Business Name Packwell H Address 10052 Porter Road Type of Review Fire Alarm Reviewed by Clif Meekins, Fire Marshal Approval YES The following items are identified by the Fire Marshal's Office during the plan review: 1) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on his person, while on the job site. 2) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTION!! !!!! 3) HYDROSTATIC TEST - Hydrostatic test shall be preformed, and passed by your company, prior to contacting the Fire Marshal's Office for inspection. 4) Contact the Fire Marshal's Office 24hrs in advance (prior to cover-up) to schedule an Above - Ground Fire system inspection. The system shall be pressured and holding 200# for two hours prior to the Fire Inspectors arrival. Failure to have the system ready for inspection will result in a "failed" inspection. 5) A person licensed through the Texas State Fire Marshal's Office to install Fire Sprinkler systems shall be onsite during all phases of installation and during the Fire Marshal's inspection. nrf ARE T H A PROVED pLANS T0THE CTTYiiR SUBM17TAL 120 South 2"d Street, La Porte, TX 77571ro THECHANGE SOOCCURRRNOR Office: 281-867-4603 G Fax:281-867-4629 cam.,: TRACT WE, GRANITE ESCRIBED IN THEWOOD ABOVE DISTRIBUTIONER I-P. AS OWNER OF PLAN OFF P CKWELL THE I 10.64 ACRE TRACT AND THE 3.62 ACREDO HEREBY ESTABLISH SAID DEVELOPMENT ; \ am"sAeMaVRi ucwrr roe OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. WE PACKWELL II FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE CONSTRUCTED IN THE LOCATIONS —� SHOWN. 10052 PORTER ROAD LaPOWPORTE, TEXAS 77571 FURTHER, OWNER AGREES THAT THOSE STREETS AND UTILITIES LOCATED WITHIN THE BOUNDARIES OF THIS SITE PLAN ` SPECIFICALLY NOTED AS PRIVATE, SHALL BE MAINTAINED AS PRIVATE STREETS AND UTILITIES BY THE OWNERS. TINHEIRS,\ SUCCESSORS AND ASSIGNS AND, FOR THE GENERAL USE OF THE PUBLIC FOR FIREMEN, FIREFIGHTING EQUIPMENT, POUCE I REv 1 \ AND OTHER EMERGENCY VEHICLES OF WHATEVER NATURE AT ALL TIMES. O 0 /a gDAMIMEFG PERMIT DESCRIPTIONIN TESTIMONY WHEREOF, GRANITE UNDERWOOD DISTRIBUTION CENTER LP, HAS CAUSED THESE PRESENTS TO BE SIGNED 1 NwpmM IliO \� )/ ISSUE THIS _ DAY OF 2008. 1 VlYM /lit f GRANITE UNDERWOOD DISTRIBUTION CENTER LP, A DELAWARE LIMITED PARTNERSHIP V uIAIMUNK PErICE BY: GRANITE UNERWOOD DISTRIBUTION CENTER GP LLC, ITS GENERAL PARTNER THIS IS TO CERTIFY THAT THE CITY OF LA PORTE. TEXAS HAS w UORT PIXE BY: BLACKROCK GRANITE PROPERTY FUND, L.P.. ITS SOLE MEMBER APPROVED THIS SITE PLAN AND DEVELOPM NT OF IR _ _ _ __ __ IN CONFORMA E WITH THE A NDEPNI By. BLACKROCK GRANITE PROPERTY FUND, LLC, ITS GENERAL PARTNER ORDINANCES OF E Cl OF LA P TE. • IIbSINESS C Is AP< BY: BLACKROCK GRANITE PROPERTY FUND. INC.. ITS SOLE MEMBER n BY: _ __-__ __---- _------ UGHr PT_. .�. BY: DIRECTOR LA POR DATE PLA NING DEPAR �_ ( 8. NAME: fVJM Pecuthe D SIORNCE Y4A (-I.291 AF.) ATTEST: _ _ _ ' � (2 RECUIMED AVxLLT OYW e" CILCU4 SULFATE) .. LA PORTE GT ENGINEER DATE �' / / / / / N SITE - - InTLE; /LK E // / '( UGIrt IroLF STATE OF _ PROPOSED SLIDING PRIVATE DRIVEWAY PROP. Y BAC WATER COUNTY 6 SE E 9JOING GALE METER W/ BACNROW PREVENTER BEFORE ME, the undersigned suthorily, an Nu day personally R63ElgYE C2 o o \ VICINITY MAP aPPeored Known to me to be the 1___ .592-MRF.9_ I— • / KEY MA" 539J perm Whose none is subaari0ed to Me foregoing instrument and EXIST. FlRE HYDRANT 1,947 �' .w.��. a<Knawladgemant to me that ne/the aNecutad Me some far Me _� — — —X LEGAL DESCRIPTION OUE purpose• and considerations Mersin exbreseed and In the aopacltY "�'r —� — �L= 9C=�1 VC= UCH* !herein and herein stated. and as the act and dead of said corP, atim. ,p — w+��« — _ A TRACT OR PARCEL OF LAND CONTAINING GIVEN UNDER MY HMO AND SEAL OF OFFICE, thle —___ day O/ i A<war — — — — —_ —_ —_ —_ —_ —_ — — — — — — — — — —_ 10.64 ACRES OF LAND, RESERVE •D-, — — Wa�alawNa. 2008. — �+ — — .�..�� — - s — — — •ITWrz nEo •— -- — — •�.. — UNDERWOOD BUSINESS PARK LOCATED IN -- _ ems•` THE ENOCH BRINSON SURVEY, ABSTRACT 5, •W' N101 r HARRIS CCUNTY• TEXAS, BEING OUT OF AND rw. ICI -/ A PART OF THAT CERTAIN CALLED 206.990 $TATTED CHANuxK ESncE EXIST. FIRE HYDRANT_ E I Tr FIA HYDRANT PROPOSED 50' �r '� {Hv /�` ACRE TRACT RECORD IN THE NAME OF PRIVATE DRIVEWAY PROP, 2-1)f" WATER METER W/ BACKROW RREVFTITER ppy, g•�-I \ 8, $T. JOE PAPER COMPANY IN HARRIS COUNTY Notary Public in and fan the Stoke of PROP. 20' CONCOCT PROP, e' f1REUHE (I-pOMESTC, I-9iRICA00N) WAIERUxE waxc GTE ro EXIST. e' FWg.F.R. RREUNIE m• a Kwr CLERK'S FILE (H.C.C.F.) NUMBER M032856 was. 4.- s�wnaF PROP. DUPLEX SAN. mxc GTE DUST. FIR 4Y Cornmhsion Espiru:—_—_—__—_— I -` Peol ", PROP. r ressu e • • oalr. TWIT, lrn.. SM. LIFT STATION Is _ p1pRART€ BENCHMARK If I54' '' BENCHMARK : HCCSD 42. ELEV.- 26.1. �ILI, PRaP. e' FlTEL4 AWor. PROP. SAMPLE WELL I PrpP. 38' PRNATE REF.TO NAD 83, ((r75 DES - CEGD89). 0.3 P.4, rnua wEu eAses ,N Dw Ar MILES NORTH ALONG MILLER CUT-OFF RD. 4• TTEUtlf WEu FROM INTERSECTION OF MILLER CUT-OFF RD. _ PROP. e' FlREUNE k ST.HWY. 225 AT MARK TO RIGHT INSIDE I, DANIEL H. MARTIN, AM I ,E "'�'�' A/C UNITS Yp: SECURITY FENCE OF "DRAGO SUPPLY CO." REGISTED UNDER THE LAWS OF THE t I PROP. 6' CLEAN OJT STATE OF TEXAS TO PRACTICE THE PROFESSIONAL OF ENGINEERING AND bg I PROP. 2" SAN. SWR. FORCE MAIN FLOODPLAIN INFORMATION HEREBY CERTIFY THAT ABOVE PLAT "I p f b THIS TRACT OF LAND LIES OUTSIDE THE OR SITE PUN IS TRUE AND CORRECT: 5 0 AND THAT ALL BEARINGS, DISTANCES, I \ m PACKWELL II �/ye�,(sJ,•a'/-J,` 0 500-YEAR FLOOD PLAIN (ZONE -%-). ANGLES, CURVE RADA. AND CENTRAL 1 1 ♦ ACCORDING TO F.ENO. FEDERAL ANGLES ARE ACCURATELY SHOWN ON I I INSURANCE RATE MAP NO. E18, 2DO7, L; THE PLAT, �tt ' �I DISTRIBUTION CENTER a SAID MAP REV SED: DUNE 1B, 2007. I�y6 198,750 SQ. FT. �. '" �' R DEVELOPER DANIEL H. MARTIN F.F. = 31.70 s, TEXAS REGISTRATION NO. 89383 !in T y I I PROP. 2• SAN. SWR. FORCE MAIN p • s 1 / I PROP. 9MRLE% SAN. LC B40RACRES „ g epluveeeu. DEsux -e WLpsee ,y I� SWR. LIFT STATION 463,490 SQ ��F1 E I 1726 AUGUSTA. SUITE 100 PROP. 6" SM. SWIl µ '^. L+ e' CONIC. W/ N W le' c/C E.W. PROP. V CLEAN OUT F! I H PHONE (. TEXAS 77057 PHONE 13)78B9.2529 • FAX (713)782d755 �. FOH SUBRUDE PREPARATION. WE ROTE 1, I I I t" H MEDIUM DUTY ACCESS DRIVES 4 L 4 q� 5' cout: W/ U b le' C/6 E.W. (•�. n'. • .. .; �• '✓. OVERHEAD ELEC. �'� �...: �. • 98959 a! 94E. W MV39 U8 945.90 I I 1 DAN6 x. IMRT4 FOR 9JBlAADF PREPMADOX. 5<E NOTE 1. EXIST. FIRE HYDRANT R88CRVE GI _ •� �A]e1 ... T,.. PARKING LOTS POt1ER ROAD PROP. F.H. L SMIy 00 SA CRES NOTES: E%I$T. FIRE HYDRANT AUTOMOBILES ONLY (EwST GONG) I. ALL DRAINAGE SHOWN ON THESE PLANS. INCLUDING ANY DITCHES OR DETENTION FACILITIES WITHIN THE PARK PARKING PROVIDED' ARE PRIVATE AND WILL BE MAINTAINED BY THE BAR WALE NOTES — — — - OWNER/BUSINESS PARK. RECULM: 10 AlYce TO R011E ENRNRINNG REPORT „O. 0-141M 'I/C. 1 MIEEi POPCOnSTRUCTKs. MTDIIA INS SOU iNPTm1ATo„ PACKWftl)P. ELL SITE 4' ODE SWING GAZE P6• PARKING ANALY'S15: TOTAL PROVIDED Il S 1 0 I ^ � SITE PLAN SHAPE 9.BmAaE SURPN[ TOnxAL rn•DE. cfAOIEIE (PROP CONC.) W/PRE BOX CHNNUNK FENCE OFFICE: 1.250 S.F. SCALE: 1' - >D' 5.000 PST. CbiTESSA STRENGTH a ge DAYS SOO OFFICE CE PARKING REQUIRED: 4 MI RG �OyWpl,p SHEET NO: PSI EtEnFAI SIREMGIH e s OAT'S rTN l m s EMPLOYEES. 4 PDI�Nr ENTRNNm AIR. TYPICAL SWING GATE w FIRE BOX DAIS: aw ///���W TOTAL PARKING REQUIRED. a,As3_1, ZONING' PLANNED UNIT OEVELOPMENT ■ 1e0 SCALE: N.T.S. SPECIAL CONDITIONAL USE PERMIT /50008-005, DATED 8/11/08 DO m B yRp¢ C1 HipELTyE� ORS NG 29.40 x lop lI] NG 28.4E [] a. n0.V-12' 4. eY K e No 2e.w .10, NC n.w � I N jl` �I9T\ A s a W I -6x D-00.M 115.00 G -0 xt. 0:ttL ] W I a'8P 2 . R (f�i y.« NG Ye80 m 29,30 xe - N 9 0. a _X X PORTER ROAD 9-.4.151W- _ _ _ 1 Ga PRIVATE ROA51;j .: i' wo4�/ece46s row 0nl ram. • ., i• ra 76A m 28.20 a4 levm mw m 2a 20 �R M1�e `-09 Mo M+ A 5 6w-m yr a,Do A-U A A-14 0.46 A -IS 0.42 A_16 0" 0.42 6 NDPE W D. aW m 2100 PROP. CONC. PANNE I I m x7.p . 0.pW 12d3�2a GIRF 24IH4F'� -1 ' N 6 I _I m 2740 881E-1e PE . 0.2206 NAPE O .QI I= _y d-N a. `'P d-16 26.6600 M-16 -09. tt 26.80 R 20.'JO TCl6.80 N0.16(W) m 2720 TG 2e.80 R2104(Wl R22.66(0 R21.84(E) _ gfTYMING m 27.70 I m 2).70 I m 01.80 fl x7.p 1 `m 21] 70 m 27.90 I m 31,60 PACKWELL II I DISTRIBUTION CENTER TW31GIG 198,750 SQ. FT. Tw SI 50 F.F.=31.70 A' 1C W .I11 -• - J EX INMTo 27.e0 `{R 119.80 (N,S) CK' WLW) A. 1 `WL CO, Lie == W WE 0! Mg.. V TO- TOP OF OIMTE TN_ TOP aF lkX TP- TOP OF PAVEMW TB- TOP OF BNNK TC- TOP OF CURB NG- TOP OF UTUR& 0 PRCP. 114 F A-1 ORNN4CE ARFA INDMOOM X 2.10 INpWp14L pWNACE AIffA DRNKNOE IRF/. UNIX ROW DIREOnON NOTE: SEE SHEET C2.3 FOR DRAINAGE CALCULATIONS. D ,5 D0 60 p 6GME: " . w. wdEcr: olma WAml01M r1GYRY MR PACKWELL II IM2PORTERROAD La►ORTE, TEXAS 77571 KV ME °AC DfeGKTgN 0 07/2,/OE ME FOR PERIrT UNDERWOOD- BUSINESS PARK - PROJECT SITE VICINITY MAP KEY MAP# 5394 LEGAL DESCRIPTION A TRACT OR PARCEL OF LAND CONTAINING 10.64 ACRES OF LAND. RESERVE 'D'. UNDERWOOD BUSINESS PARK LOCATED IN THE ENOCH BRINSON SURVEY, ABSTRACT 5, HARRIS COUNTY, TEXAS, BEING OUT OF AND A PART OF THAT CERTAIN CALLED 206.990 ACRE TRACT OF RECORD IN THE NAME OF ST. JOE PAPER COMPANY IN HARRIS COUNTY CLERK'S FILE (H.C.C.F.) NUMBER M032856 BENCHMARK BENCHMARK : HGCSD 42, ELEV, 26.1. REF.TO NAB 83, (CPS OBS - GEIXD99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF MILLER CUT-OFF RD, B ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF 'DRAGO SUPPLY CO.' FLOODPLAIN INFORMATION THIS TRACT OF LAND LIES OUTSIDE THE 500-YEAR FLOOD PLAN (ZONE -X-), ACCORDING TO F.E.M.A. FEDERAL INSURANCE RATE MAP NO. 48201CO930 L SAID MAP REVISED: JUNE 18. 2007. DEVELOPER eoNNua.. 6en.w• 1726 AUGUST& SUITE 100 HOUSTON, TEXAS 77057 PHONE (713)7W2529 FAX (713)782.7755 C7 DueEl, 11. NM11N DRAINAGE PLAN PRJ NO: N4WOl0 9IFET NC DAM w19M CZW2 D N w IWT 11 o9m w: aun 2t Page is too large to OCR. Page is too large to OCR. MINOR DE'VELOPMEIIT SITE PLANS BUILDING PERMIT RELEASE FORM Development Name: / �+C✓ 1L 8, Address: l�i�oZ / a2CG✓ wed( CLP Project No. Date Project Reproducible Received: Date Reproducible is Forwarded to Director for Signature: 3 o The site plan for the proposed, project has been approved and released by the Planning a Department The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. S ACPSh=XInsvectionslSrM PLAN RELEASE FORMdoc I lan June 26, 2008 TO: Rodney Slaton, City Engineer Mark Huber, Deputy Building Official Curtis Herrod, Public Works Donald Ladd, Assistant Fire Chief FROM: Masood Malik RE: Site Plan Review The enclosed Site Plans mare submitted for your review and comments: 1 Packwell II — 10dl0 Porter Road, CLP#08-8301 Thank you, 06/05/08 jmp enclosure �ru�:�s 20DB