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Home My WebLink About10001 PORTER RD_07-1026_07-0946_06-1120_________10001 PORTER RD CLP 06-8224 CDC SPEC 14 WAREHOUSE SHELL BLDG ■ 1 e r r Final Tnspection,Cheekt_Sheet - / Commercial Date: S-i'D —O )o - Project Address: //0 . 0 O / �p r Contractor Name: l� /may ey e I o o m -e / /� r Project Name: C�b (�- SDe.� /�/ A 4r , / 4-, C P File Review #Is 1-9 _1. Final Flood Plain Elevation Certificate (if ?--� x applicable) in file NA 2. Form Survey (if applicable) in file N.4 3. Zoning Permit in file 5A -e- u m 4. Customer Service Inspection Certificate in file . e 14z 5. Back Flow Prevention Device Test Certificates (bldg & irrigation) in file _ _6.. Energy Code final certificate in fil < 7. Fire Marshal building release in file U YY 5 8. All required permits in file X--> 9. All inspections on log complete Field Review #Is 10-17 10. Address # visible from street 11. Sign Permit in file & in compliance (if applicable) �12. Sidewalk construction (if applicable) as.per site plan 13. Drainage as per site plan 14.. T-Pole removed. .15. Fence (if applicable) in compliance /<'I- _16. Landscaping as per site plan 17. Inspection ticket to identify if full or temp 30-day CO is authorized l,r� ?V- o7/g=r o � Ins etor $i ature Date SACPShme1 NSPECTION DIVISIONUnspwionsWitnal Inspection Clmk SheetComDfovO4.doc City',of' 604-W. FaiYmont,P La Porte, �Tx, y (281)470.-5073- INSPEC4r0 INE:. (281)`470-5130 ****ZONING_:PERMIT****+ Application Number . . . 06-00001121 Date 8/01/06 Property Address . . . . 10001 PORTER RD HCAD Number . . 040-174-000-0006 Application type description ZONING PERMIT Subdivision Name . . . ABST 5 E BRINSON ',Property Use " ,:Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT :Property owner . . . . . . . THE ST JOB -COMPANY Owner address . . . . . . . 245.RIVERSIDE AVE STE1500 JACK_SONVILLE FL 322024927 Other struct info SIC CODE IZONING PERMITS) 'X , - Permit ... . . . . . ZONING -PERMIT Additional desc REAL ESTATE PURPOSES ONLY 'Permit Fee 50.00 Issue Date . . 8/01/06 Valuation`:. 0 Expiration Date 1/28/07. Qty Unit Charge Per Extension BASE FEE 50.00 -------------------- Special Notes and Comments SIC#10000 l.REAL ESTATE PURPOSES ONLY. 2 .SHELL BUILDING ONLY. 3.MUST OBTAIN A NE r'YW,ZONING PERMIT PRIOR TO TENANT OCCUPANC fc ---------------------------------------------------------------------------- ,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 INVALID WITH ANY CHANGE OF USE, OCCUPANCY, TENANCY OR OWNERSHIP OF THIS,BUILDING OR LEASE SPACE. % OWNER OR AGENT i _DATE ZONING ADMINISTRATOR S DATE /-o N�tx city ®f La Porte Established 1892 Customer Service Inspection Certificate Name ofPWS T-y OF . �,qPo ere PWSLD.# ldl o0/f? Location of Service / O 0 0 l 0, r ; v.C' rt J. Reason for Inspection: New construction .....................:.......:..............:. Existing service where contaminant hazards are suspected .............. ❑ Major renovation or expansion of distribution facilities ......:........... ❑' I Lu iO��I s 1►1+ n hj e T upon iitspcction;bf tho'priyate water distribution facilities connected to the aforementionedptira —ter supply do hereby certify that, to the best of my Itiowledge: (I) No direct connection between the public drinking water supply and a potential source of C—Pa'a° Nwi complizom contamination exists. Potential sources of contamination are isolated from the public water 4� 13 system by an air gap or an appropriate,backflow prevention assembly in accordance with Commission regulations (2) No cross -connection between ihopublicdrinkingw it .supplyandaprivatewatersystem 0 exists. Where an actual air gap is'notrnain"d d'betw' the Public:water supply and a . private water supply, an approved ri:duced presa tripe backflow prevention assembly is property installed and a sernce agreeinen[ exists fornual an, inspection and testing by a ceitiHed backflow prevention assembly tester• - (3) No connection exists which would �alloW,tho retuinof—i to used fm eobdensing, coolmg, G7� '- 0 .. or industrial processes back to the public:wtiter ' (4) No pipe or pipe fitting which contains, more than 8 0'/0 lead_ exists in private water . 4Y 1 distribution facilities installed onbr attar. July I; (5) No solder or flux which contains more than 02% Ietid exists in -private watc.rdishibution - 13 facilities installed on or after July 1, 1988.% - I further certify that the following materials were used in the irrstxllatibn of the private water distribution facilities: Service lines Lead ❑ Copper . ❑' PVC W Other.. ❑ Solder- Lead ❑ Lead Free Cl Solvent Weld ❑ Other ❑ I recognize that this document shall become a permanent record of the iforcrcntianed Public Water System and that I am legally responsible for the validity of the information I have provided " Remarks• igny re of fnsp or Registration Number L t.STa %< P� v ML irap��Tv Title Type ofRegisiration 0%- 0j- 02 Date CITY OF LA PORTE 6ZA .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 P E R M A N E N T Issue Date . . . . . . 7/05/07 Parcel Number . . . . . 040-174-000-0006 Property Address . . . 10001 PORTER RD LA PORTE TX 77571 Subdivision Name ABST 5 E BRINSON Legal Description . . . TRS 1H & 1J W PT TR 29 ABST 5- E BRINSON Property Zoning . . . . PLANNED UNIT DEVELOPMENT -- Owner COMPANY. • THE ST JOE. .. .... �. .....,. - a• *,::. •.r. ;..y . ... .. .. ...., , ..:. ..r-y.:::.. Contractor . . CLAY DEVELOPMENT &CONSTRUCTION 713 789-2529 Application number Description of Work . Construction type . . Occupancy type . . . Flood Zone . . . . . Approved 06-00001120 000 000 NEW, COMMERCIAL NON COMBUSTIBLE (TY.I,II) STORAGE k . VOID UNLESS SIGNED BY BUILDING OFFICIAL CL City of La Porte i 694 W Fairmont Pkwy(,� La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ----------------------------------------------------------------------- Application Number . . . . . 07-00001026 Date 4/30/08 Property Address . . . . . . 10001 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Application type description MISCELLANEOUS Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 20691 Owner Contractor ------------------------ ------------------------ C-2 REAL ESTATE HOLDINGS LTD CUSTOM FIRE PROTECTION OF TX 800 GESSNER RD STE 850 5023 ADDICKS SATSUMA HOUSTON TX 770244492 SUITE H HOUSTON TX 7708-i (281) 858-6200 --- Structure Information 000 000 FIRE SPRINKLER INSTALLATION Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . STORAGE ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -FIRE SPRINKLER Additional desc . . FIRE SPRINKLER INSTALLATION Permit Fee . . . . 170.00 Plan Check Fee 85.00 Issue Date . . . . 4/30/08 Valuation . . . . 20691 Expiration Date . . 10/27/08 Qty Unit Charge Per Extension BASE FEE 20.00 20.00 7.5000 THOU BLDG - 1,001 - 50,000 150.00 ---------------------------------------------------------------------------- Special Notes and Comments (1) AS PER PRINTS (2) INSPECTION REQUIRED BY INSPECTION DEPARTMENT AND FIRE MARSHAL OFFICE REQUIRED ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 170.00 170.00 .00 .00 Plan Check Total 85.00 85.00 .00 .00 Grand Total 255.00 255.00 .00 .00 --------- - - - --- - - - -- --- -- ------------------ (SIGNAT�OF CO TRACTOR OR AUTHORIZED AGENT) i (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGEN J DATE DATE . s - .1 04e_ I:r /7- / a'70 5 "3 / Vr' �s�r - G�✓tV � T _, .. PERM[T APPLICATION City of Ira Porte 281-470-5073 (Ste 4- a 8) *7-9 -G'7 NSO 7� 7-a -o 07 Established 1892 P c (a $ �) 858 — 200 Mechanical 'Electrical *Plumbing — *(See back of form) 1GIq. Address: / O O & j P O k r- e- �7 O : Ai Lot: Z- S At / �T ✓ Subdivision: 19,3 J 7" 5'F /3 A / A, s • n-- Block: li/ /� 7- % ti Owner's Name: G /T U -a I VK� /— Phone: 7/- 3 'P8 1 -2 rr-1 !!7 Address: g oo Gl j 5 S R- .s S z, T / 8 d LIoy 7X 770 2¢ Street City ZiP Contractor: G & i A5-V / ice-• P„ m< Z!I I Phone: z 9/ fr S8' "Gz oa Address: 5 D 2 3 A ,/ d / e- It S 5 a7-U,, Q 57 & f!o c. T� �7 -k� Street City zip, 4 Contractor Email address: Fax Contact Person: Engineer: Building Use: (<✓ D A- A v Valuation: 6 9/ Sq. Footage: A' } 0'0'0 # Stories_ Describe Work: F rA_k NOT A VALID PERMIT UNTIL OWNER IS NQJMUD OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FULL APPLICANT SIGN (�I)ATE� Occupancy Type S / Flood Zone_ Class Work ir-. Sq. Ft Construction Type_ Use Zone_,Lv _ # Stories ( Parking Re<h z •T. /�<9 �. - Last use of Building ti Date use ceased 7• Commercial Buildings Plans Only Fire Marshal Approval Checked/Approvedfor Issuan CE:Special Conditions©/9 5 A +. -4 r . rA- Taxes !! a HCAD QAeO- - o CPO o 0 0 6 Residential. driveway tie-in Padtland�(N/ew Res. Only)- Zone # Fee: Permit N Permit Fee �^%O Plan Check Fee: t — s:%CPshmVnsp ;� BmsPamiAppoazaac.dw 'w COMPLETE THIS SECTION FOR EL CTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PE) (S) IS $20.00 Description I Charges. • Quantity Fees PERMIT ISSUE FEE Outlets, Factures, Lights & Switches (1° 5 — Flat fee) Above Items (All Others) . Clothes Washer/ Dryer - .• Range -Receptacle - Cook Top or Oven ;A/C, Window Unit Receptacle Water Heater Dishwasher/Garbage Disposal„ Meter Loop & Service (includes Temporary cut -in) Temporary Saw Pole.(T Pole) Reconnection of Service Reinspection Fee. MOTORS: Up to but not including %a hp %: hp and less than 10 hp 10hp&up to50hp 50 hp and up $7.50 $7.50 $ 3.00 .60 each $ 2.00 each $ 3.00 each $ 1.50 each S 3.00 each $ 3.75 each $ 1.50 each $15.00 each $1,5.00 each $15.00 ; ,$35.00 each $ 1.50 each $ 2.50 each $ 3.50 each $ 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 ISSUE FEE $15.00 $15.00 Fixtures/Drains/Traps- $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater S 3.75 each Gas Piping System-(1-4 outlets,,Jlatfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 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 Brcaker/Backflow.Protection - 'Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00: each .. Total S:1CPShu \INSPECTION DIVIS10NUuryeGi=\B1dg Pamit Appl cide2 112805.doe - ' . ✓ l" e J M IY .� .. � is INSPECTION r DATE t. s - RESULT ' INSPECTOR .: REMARKS FAXED: T POLE CONST ELEV CERT recV'd if in AEIVE zone FORM SURVEY H applicable) GROUND PLUMBING q-g'a1P i{ a✓') L J PIERS Q -4 -O (p SUUMFOUNDATION 1-27-Op ✓� KK WATER SERVICE LINE SEWER _ o \1 -S gels U L ELEC UNDERGROUND (if applicable) COVER41P LEAD TEST \ 'y S /� BRICK TIE /` 7 - - 0 L M D AY SIDEWALKS FINAL DRAINAGEIGRADING s T / ,�r✓ FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: R REQUIRED BFE: IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE:-(YES) OR (NO) 1 FAXED: GAS FINAL (;J _ZD-OZ ", 0 2VC FAXED:. 47j d ELECTRIC FINAL OTHER ( o wn ,✓ /, s rinklers l FINAL - Shalt 60\4 -7-5-o-7 f), IL D Al fir\ r\or aria(. iO4V PA l U P&,d lklt 104-0 to 0 i= TI/ (- JCPSHARENNSPECTIONSDMSIONANSPECTIONS\RESCOML INSP SHEEToCl05XLS Z, -7, zL [-o i TZ c . u a -Lc C&V4J1- Y/ d- 5 /d Y �✓ D n t. di (" wolI k �yLa �- COMMERCIAL & S WORK ORDER# Pqg 7/() DATE 9-0 60 NEW ADDITION ADDRESS � D LEGAL D ON--lP& (A) PI P9' OWNER 2 Mv' pHo-U,3-.E9-qi /� CONTRACTOR PHO DATE ADDRESS REQUEST ZONING CLASSIFICATION FLOOD ZONE BLD�G PLANS SUBMITTED UTILITY EXT. AGRMT RECD Y OR N BLDG PLANS REVIEWED WATER FRONT FT FEES SEWER FRONT FT FEES WATER TAP SEWER TAP FLOOD ZONE PERMIT (required if AE or VE zone) PERMIT BUILDING PERMIT 3?,tDU PLAN REVIEW FEE ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT 00 CAL PERMIT INSP SE=9cM5Aw Ll l >—S— City of La Porte E 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)470-5130 ****SIGN PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 0,7-00000936 Date 6/27/07 Property Address . . . . . . 10001 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Application type description MISCELLANEOUS Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 3500 Owner Contractor ------------------------ ------------------------ C-2 REAL ESTATE HOLDINGS LTD CLAY DEVELOPMENT & CONST 800 GESSNER RD STE 850 800 GESSNER STE 850 HOUSTON TX 770244492 HOUSTON TX 77024 (713) 789-2529 --- Structure Information 000 000 MONUMENT SIGN Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -SIGNS Additional desc . . MONUMENT SIGN Permit Fee . . . . 42.50 Plan Check Fee 21.25 Issue Date . . . . 6/27/07 Valuation . . . . 3500 Expiration Date . . 12/24/07 Qty Unit Charge Per Extension BASE FEE 20.00 3.00 7.5000 THOU BLDG - 1,001 - 50,000 22.50 ---------------------------------------------------------------------------- Special Notes and Comments (1) AS PRINTS AND NOTES (2) CALL FOR INSPECTIONS (3) NO LIGHTS ON ELECTRICAL TO THIS SITE ON THIS PERMIT (4) LOCATE AS PER PRINTS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 42.50 42.50 .00 .00 Plan Check Total 21.25 21.25 .00 .00 , Grand Total 63.75 63.75 .00 .00 -------------- ---------- contractor or authorized agent by Building Official or authorized agent Date CqaeL /�. ERMTT APPLICATION ofey °f / 10 of La Porte Batablished 1892 � 5 281-470-5073 ENEU ,....: Juk 161007 Building Mechanical *Electrical *Plumbing '(See back of forth) Project Address: 1000 i I Ue i-F.' RoQ Lot: A t es I -+ Subdivision: Unru .�; a?wo� �„ASS Pa r Block: �'1 � DZqIC Owner's Name: C1A !7_ P.�(o'w-P P 6e,rSr Phone: -713 '79 q'.Z5-27!1 Address: goo G-ess'ler 5"JB 4 fi% TY -77021( Street City Zip r� Contractor:C (ay ✓?UCte),pmest ? (orssl. Phone:.711-%B9/-2Z 29 Address: 000 G �s l Pr S u ' i e g sz lqo r =!a t. 7)C %-70 2 Street City Zip Contractor Email address: l["1LJrua(ea, e44.f,— Fax, -111-792-17S C Contact Person: o r Engineer: Da MC104,%r t�Q/i'y Building (Ise:�J�. 7— Sq. Footage: M Stories Valuation: �F 7. SdU Describe Work: AF a ADDRESS NUMBERS MUST BE POSTED DURING CONSI'RUCrION & PERMANENTLY AT TIMF OF FINAL INSPECTION. APPLICANTS PRINTED NAME Barr For City Use Only Occupancy Type J � Flood Zone_ Class Work S� Sq. Ft. Construction Type Use Zone PI/ d M Stories 1 Parking Req. $— Last use of Building ILo$;7- Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance B: Date 1� Z Z G 7 CE: Special Conditions: 05 ;; -�Ar r 7Y N� %3 Gig Frr 7-'^-S Z, IIS Taxes HAD ///777 ^� Residentia driveway tie-in fee: �— Parkland(NewRes.Onlv): ZoneH Fee: Permit No./� /_ oM11 ✓6 Permit Fee �f2r�r' Plan CheckFce: 2/ S:'CPsnudln ixci;muwldgPa itApgx7406.doc RECL-, aa3 — — — — — _3NIl83iVM ZL '1SIX ti/ \ � `S31I,1I13dld '1SIX3Lo 0 I— z II �LLJz N O N N w w w I a a ckf I I IF THE APPROVED "NS ARE Q I af I 3 MODIFIED, A NEV, -!IAITTAL I o TO THE CITY IS RLi �!:D PRIOR �4 W I 6 TO THE CHANGE BRING. E w S3NI-I3dld '1SIX3 � — — — — — — — —w — -_r._.___ a � I — o I - - - - - - - - - - - OIldO 638IJ 'lSIX3 - - -I=-- �- — — ---(M o ,09) QVoH QooM�ImNn Arlo --- SHEET TITLE: MONUMENT SIGN I'RJ NAME: UNDERWOOD BUSINESS PARK SHEET NO: 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 DATE: 02/21/07 PHONE (713)789-2529 A3.10 DWN BY: SM FAX (713)782-3755 CHKD BY: LS RECUVE0 D7 CAP STONES AUSTIN WESTERN STONE 4° - RAISED BRUSHED FF—F-ALUM. LETTERS r I I I 1 � 15'-0" 2'-0" 5'-0° OUTLINE OF FOOTING SIDE WALK RCIAD MONUMENT SIGN WEST ELEVATION RE: STRUCTURE SCALE: 1/4" = 1'-0" 44" in CAP STONE AUSTIN WESTERN STONE RAISED BRUSHED ALUM. LLTI o _ FACING UNDERWOOD RD. FOOTING RE: STRUCTURE �r I I I I � I MONUMENT SIGN SIDE _ SCALE: 1/4" = 1'-0" iu SHEET a TITLE: MONUMENT SIGN PRJ NAME: UNDERWOOD BUSINESS PARK SHEET NO: 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE(713)789-2529 DATE: 02/21/07 A3.10 DWN BY: SM FAX (713)782-3755 CHKD BY: LS UNDERWOOD BUSINESS PARK CAP STONES 4- 1'-8' 4' AUSTIN WESTERN STONE 4' RAISED DI CRUSHED in ETTERS CAP STONE I 1 11 1 1C Z m n AUSTIN WESTERN STO - - RAISED BRUSHED cil ALUM. LETTERS FACING UNDERWOOD RD. i O i� smE wAuc Roan M►�� i STRUCTURAL PIER OUTUNE OF FOOTING' L STRUCTURAL PIER RE STRUCTURE RE: STRUCTURE RE. STRUCTURE eoo GE53NER, sure es9 HOUSTMl T— — PHaNe p13)M-2529 MONUMENT SIGN SIDE MONUMENT SIGN WEST ELEVATION FAX I]13ITfi23255 ""` MONUMENT SIGN SCALE: 1/4" = V-O" SCALE: 1/4" = V-O" C1.01 Page 1 of 1 i -\ Huber, Mark RECEIVE_,, From: Danny Martin [dmartin@claydevelopment.com] jUN, 15 2007 Sent: Friday, June 15, 2007 9:30 AM To: Huber, Mark Subject: Sign Permit Attachments: MONUMENT SIGN 002.pdf; MONUMENT SIGN 004.pdf; MONUMENT SIGN 003.pdf Mark, I need to apply for a monument sign at the entrance of Underwood Business Park. I have attached some drawings showing the location and sign specifics. Thanks, Danny Martin, P.E. Clay Development & Construction, Inc. 800 Gessner, Suite 850 Houston, TX 77024 (P) 713-789-2529 Ext. 104 (F) 713-782-3755 6/15/2007 City of La Porte 604 W Fairmont Pkwy ' La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 07-00000946 Date 6/27/07 Property Address . . . . . . 10001 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Application type description MISCELLANEOUS Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 1200 Owner Contractor ------------------------ ------------------------ C-2 REAL ESTATE HOLDINGS LTD HORTICULTURAL SERV, INC. 800 GESSNER RD STE 850 11627 NOBLEWOOD CREST IN HOUSTON TX 770244492 HOUSTON TX 77082 (281) 558-4499 --- Structure Information 000 000 LAWN IRRIGATION Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . STORAGE ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -LAWN SPRINKLER Additional desc . . LAWN IRRIGATION Permit Fee . . . 27.50 Plan Check Fee 13.75 Issue Date . . . . 6/27/07 Valuation . . . . 1200 Expiration Date . . 12/24/07 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 (1) SEE CITY OF LA PORTE REQUIREMENTS ATTACHED (2) BLANK CERTIFICATION FORM ATTACHED (3) CALL FOR INSPECTIONS ---------------------------------------------------------------------------- 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 4101 „ p,,,,Kat li Q OK WA (SIGNATURE OF CONTRACTOR OR AUTHORIZED AGE T) DATE AGEN (APPROVED BY BUILDING OFFICIAL OR AUTHO ED T)�� DATE�/� I I,RECEIVca JUN 10 2007 pf ., • m✓ City of La Po 281-470=5073 Established 1 Building Mechanical *Electrical *Plumbing. *(See back of form) -71AS I 0 4 Pr Subdivision: Block: %//SST 5 6.� Owner's Em re City E. Contractor: 1.A Lr eiV0 r:ri raoue: rn r 7 If i_ � � — Address: -/z,.6 a-? A/a,,�2ie 1,- ,l %7O r- ti Suet City zip Contractor Email address: Fax V /-7 s5 k�/ Contact Person: l e C,44 -6 Engineer: Building Use: Sq. Footage: # Stories Valuation: rl� Describe Work: ADDRESS NUMBERS MUST BE POSTED DURING CONSTRUCTION & PERMANENTLY AT TIME OF FINAL INSPECTION. NOT A VALID PERMIT UNTIL OWNER M NOTIFIED OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FULL t Occupancy .Type C - / L4ae/ l> c_/,q For City Use Only Flood Zone_ J Class Work ia,,. ,p J Sq. Ft. -� Construction Type Z Use Zone u # Stories Parking Rgj * A-/ / Last use of Builrt�g Date use ceased: Commercial Buildings Plans gWy-Fire Marshal Approval__L Date Chocked/Approved for Issuance By: i M r % —�'�/ e-j 7 CE: 4 Special Conditions: / 114A a )e nF L& P r4- Alo • r..r.. U nrrn c l,..A Residential driveway tie-in fee: i Parkland(New Res. Only): Zone # / Fee:! Permit No. Permit Fee 7,r-:t Plan Check Fee: III s:\cPSh=U=p�\BtagP=3AA oazaos.a« '.lr �TLIOF "'i.Vf_•..rd..:Tl '.'1`�K..:1: �.%:. .W .e y r • ' COMPLETE THIS SECTION FOR EL CTRICAL PERMITS:: NO MINIMUM CHARGE ON PE(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & Switches (14 5 - Flat fee) $ 3.00 Above Items (All Others) .60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 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 Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporay Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including '/. by S 1.50 each /: hp and less than 10 hp $ 2.50 each 10hp&up to50hp S3.50each _ 50 hp and up $ 4.50 each COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains/I'raps $ 3.75 each Sewer (New, Repair, or Replacement) $ • 7.50 each Septic Tank/Seepage Pit/Drain Field • $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flatfee) $ 7.50 Gas Piping System (over 4 outlets=each) $ 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/Back(low Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00. each Total S:1CPSI% r \INSPECTION DIVISIONUnspec io \Bldg Pamit Appl tide2 112i05.6oc 15.00 a RC/ QUALITY NOTICE THE FOLLOWING DOCUMENT(S) REFLECT THE POOR QUALITY OF THE ORIGINAL DOCUMENT(S) Jun 28 07 08:08a Sheri Esparza 110-03-2007 THU 08:45 Ah .r 281-895-7876 FAX NO, p.1 P. 01 City of La Porte BackfloW Preverttion Assembly Certifies{ Test and Mainter=09 Report PLanrietc�:7ird Ins(lecf�uls Fax (2� 1) 470.5005 Public Works Department Fax (281) 47OZ129 pWSt0ia1aloals NEW INSTALLATION Ll ANNUAL RETEST L1 REPLACEMENT El The lnmk(biV pfaVLiNWn aS;embfy petaID:tl baluvt rtas lxsat f�bad antl nlnrn�faCd as n�iRrad 1ryTNRCO iC9alaGons Apd S ccirdiadidr�a cPcnttng Mtlila vctaplabmparameC) ._ •TYPS OF A55EMEtLY ` ��b"'4. VP_ C'I R6]UGCP PREc'sUREYFINGIPLE (FiP} r IF£OUCZDPRC'S9UItEPRINC1PLk-DE[EGTOid DOUaLE GNECKVALVE (DiWy r-._L DOUNLECHECK<DMCTOR Q ESWANT PRESSURE VACUUM FiREAkn Or) eya PIi:S5rA7EVAWNA 3REPXEI al �w� � ��R 90➢EI:# �,�% � SERIAL NO" s1ZE. elt"�. [ �� bATE IN STALLED Loii�icJ' PRE SNUREPrNNC1PLbASSE7dkFLY 'FIFE IiEVAN *+` E _ AND bi'4 ARMLET OPLTrtDAT PE`IDt DIDNOTOPEN TiH1MKV_ LUE - t1ELD AT PSID+: LEAKrD 0 - �� >TU1J+ y Rtgn ... _ DOUBLE CHED VALVEAM-WELY - Reui:r VALVE 'CHECK al (>'H( CK= AT ^_ itS7D MVLDAT_�YSID AT -- C DTIGHT El CLOSED-M.W Ll Pao ❑ LEAKED C'1 DiD NOT OFfw D �PAIYy J - IAgTFRALS li5ae OPENEDAT -FINAL 7gST HELD'Af,_PSID NE10 Ai._.PSID OPENEDAT FItZDAT PuID CLOSED TY.�IiI".: ❑ CLOSF]•l�GHY=-_�-P� r1:FTGAUG1: useD-( ��(�a�2 . MAKE/Mo0e. LQ ti � SERVAL NO. J CAllUKATION DATC Is the a-ssembly installed in accordance with the Manufa&urers reconvnendations and /or locet codas? REMARKS THE ASOVE NS GFIYYFPIF,Tn aFTrnifdn ofm0 atv bm flbsfl-g teanMl CERTIFIED-91WERYs FRm PIiONF_NUMBER (aS ?,f)L- TQ.--_..'f`'nC-ENGMEF.R pa-0 oil P plv'u VOW Al -•-,-P.bfdY TEST DATE .-&6fM'mt�mwebo 1ddzrbDdiOfJFi'O%1 ^(-.Sf;b is tr4jo-d upon fvslgi arrJaPsir. orlafowffan I'VrES3YNG is RE4UIRED ♦ MMUALLY MR HIGH HEALTH HA2'AR0 LOCATIONS Rev. V200G J Jun 28 07 08:08a Sheri Esparza HaY-03-2007 THU 08:45 AM 281-895-7876 FAX NO, p.1 P. 01 City of La Porte Backflow Prevention Assembly Certified Test and Maintenance Report planir�i �aM11n¢pedane PubBcWorks Department Fax (2 '� 470-5005 ` _, .. Fax (2811470b129 ms ID # 1010018 -- fNSTAL NEW INSTALLATION M ANNUAL RETEST ❑ REPLACEMENT ❑ ^� �7lease chi, I w ,i lla bssUl Fm 01 nat *MaDs1babr;usbCpraaad aM mvntalaM os rtq�lmd A'/TNRCC Mpt" ' ,d m00d10 ba Ww-'O% Ndta acmpbtla PamaW'; . , . .TYPE OF ASSEMBLY ``� •Q r>®UOCD pRE`sIFZEPTJNr7PlE M Q It®UCEDFR�IREPRR=PL6-DETECTOR Q DOUtlr.E CHECK.DETECTOR 1 'Q/ DOUnrE CHECK VALVE IDMO .r—1 VUR0jsTANTFREssur,evAcwmuREAkm 04) `ATV/ PnE5sA7EVACL ➢n MMAKEJ=(P ' r '•�-� (� �li ��1OD0.# SERIALNO, 2 SIZE A DATEINSTAU.ED /. •4 � ). AT___Pa ❑ CLOSEDTwr I:]❑ LE.0 ❑ REUaF VALVE P.—ID AT r-. TEPrEL SCD' N MAGAmATIOHDPTL- IR/WO/YDOEL (_l Y3Y I/� ..[-Rr41.0. jb.iiL.p�. Is the ass=* installed in occordanco 4th the manrsfadurers reconn endafions and /or locai codes? r • RFl1ARIL5 THE ABOVR is CAtTiF1E7 TO BETreIE. Ohc tua,.ylsS+a/bum..audMs=arAo a•=+m�+YX E%��°16 a`'H%L ' n C .. A CERTIFIED MS ram rm KMIE ��3C'd X\ll•rp . T'AEDTESral(Fb """ XsTm FrorsAnOREss .:jI� �Cr'itTIRP.D TESfER(slrytatara) ETAIFTED 1E 1 NO. rh PNONENUMBEx s_( ' 1�1(O wac-ENcwEER plant/.Noel fart cwaplw* TEST DATE •'tistrc.x+4•mudbs tCtaMe&tatloM CrocY�rars —fcbwph TINGS W^n VIREDAMNEaldo FO •"TESG /5 RE4 UIRt� ANNUALLY FOR HIGH HEALTH HAZARD LOCATIONS Ray. W2005 9 City of La Porte 604 W Fairmont Pkwy+ La Porte, Tx 77571 J (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 06-00001120 Date 8/01/06 Property Address . . . . . . 10001 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Application type description NEW, COMMERCIAL Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 1200000 Owner Contractor ------------------------ ------------------------ THE ST JOE COMPANY CLAY DEVELOPMENT &CONSTRUCTION 245 RIVERSIDE AVE STE 500 800 GESSNER STE 850 JACKSONVILLE FL 322024927 HOUSTON TX 77024 (713) 789-2529 ----------------- Construction Type Occupancy Type . Other struct info Permit . . . . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . Structure Information 000 000 ----------------- . . . NON COMBUSTIBLE (TY.I,II) . . . STORAGE . . . FLOOD ZONE X -------------------------------------------------- BLDG PERMIT -NEW COMMERCIAL CDCSPEC14 TILT WALL SHELL BLDG 4937.50 Plan Check Fee 2468.75 8/01/06 Valuation . . . . 1200000 1/28/07 Qty Unit Charge Per BASE FEE 700.00 3.5000 THOU BLDG - 500,001 - UP ---------------------------------------------- Special Notes and Comments 1.ENERGY CODE REQUIRED AT BUILD OUT OR W HEN HVAC IS INSTALLED 2.COMPLY WITH COMM ERCIAL PLAN REVIEW NOTES THAT ARE ATTACH ED 3.THIS BUILDING IS FOR SHELL BLDG ONL Y 4.COMPLY WITH ALL CONDITIONS OF SCUP06 -002 S.MUST OBTAIN CERTIFICATE OF OCCUPA NCY PRIOR TO OCCUPANCY 6.CALL CITY FOR I NSPECTIONS 7.COMPLY WITH ALL APPROVED PL ANS & NOTES Extension 2487.50 2450.00 ----------------------------------------------------------------------- Other Fees . . . . . . . . . WATER - TAP FEE 2485.00 ----------------------------------------------------------------------- Fee summary Charged ---------- Paid ---------- Credited -------------------- Due ----------------- Permit Fee Total 4937.50 4937.50 .00 .00 Plan Check Total 2468.75 2468.75 .00 .00 Other Fee Total 2485.00 2485.00 .00 .00 Grand Total 9891.25 9891.25 .00 .00 L 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 . . . . . 06-00001120 Date 8/01/06 (SIGNATURE 0 OR AUTHORIZED AGENT) (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) -/-D 6 DATE PERIV APPLICAT'IOiv' o.9 O C006 900e s=~�� Cif y of La Porte V df Established 1892 281-470-5073 V TEXAS guil Mechanical *EElectdcal *Phrmbiw. . *(See back of form) Pro ect Address:1Q, 00-►_,0o r-{—e P, Owner's Name: C I `' �LbJ . Bloom CO.�-}; + / Co-•StT'�T+bn�%•�G Phone: � � 3' 7�i�.'�a-L( Street city Address: ; Wed City For Cq t, Occupancy Type—aLL— Flood ZoneL R T, Sq:_Footage: ±-2L) Gt-O # Srories—L—� )� Desm-be Wor3c✓ %i i,t �� S�io �� ,`(d•1c� cuss wow- Qa- *-•A . (Z-d�o Residenfiaal'driveewaa7y tie-in fee, I A q6L75' Permit Fee $ 7 J / l — Plan CheckFee: o stcrst�unsv� �anraasos 604 W. Fairmont Pkwg LaPorte, Texas 77571 • (281) 471-5020 0 0 COMPLETE TIM SECTION FOR ELECTRICAL PERMf'1'S:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7,50 +l ' Lights & - r 's wftc � —Flat fee) $ 3.00 Above Items (All Others) .60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each Ale, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (inclu ks Tempor aq cut -in) $15,00 each Temporary Saw Pole (17 Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including % hp $ 150 each %z bP and less than 10 by $ 2.50 each .10 hp & up to 50 by $ 3.50 each 50 bp and up $ 450 each Total Fee COMPLETE TIRS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity .Fees _ PERMIT ISSUE FEE $15 ©Q $15-00 Futures/Draius/Traps $ 3.75 Bach` Sewer (NCW, Repair, or Replacement) $ 750 each Sepik TanklSeepage Pi drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets,)lat. feq) $ 7.50 Gas Piping System (over 4 outlets -each) $ 150 each _...._ ..__ , . In dnHadon Alteraiioa orRepair - ... of Water Piping and/or Water _Treating Egmpment $ 7.50 each Repair/Alteration — Drain. or Vent $ 7.50 each Each Vacuum Breaker/Backflow Protection Each One (15) $ 3.75 each "Each One (Over 5) $ 225 each Reinspection Fee $35.00 each Total _ S:�GPSiiae\II�TSPECITONDI07S�O,tNlFnspeclions\BIdgP�Appl side2 II2805.doc- 7.50 ♦ 1 e COMIVH;RCIAL z °^'e, • Pot r . PLAN REVIEW COVER SHEET r (INTERNAL USE) rc— p fi f �-7— - ADDRESS: /o , O o/ '006 e- 4'e - )ev G e 'jEe 2 OWNER'S NAME: C % PROJECT TYPE: W hse s u NEW. x ADDN: HCAD#: o Yo - 71-/ -000 - oeo6 HTE LOC#:-,V—:3 /9 5�_ FLOOD ZONE: X YY SUB/DATE RETURNED ZONING PERIVIIT CERT. SITE PLAN APPROVAL (Applicable on Demo, Addn, or Remodel) TAS (ADA) PROOF OF SUBMITTAL (Applicable to Comm. Or Ind.) yes, permit cannot be issued.) yes, permit cannot be issued.) FILL DIRT APPL/PERMIT CLEARING PERMIT NEEDED? FLOOD PERMIT NEEDED?: W/S FEES APPLICABLE?: (If yes, figure fees. If no, use w/s form to explain why they are not.) TAXES UP TO DATE?: DATE OF REVIEW: S-/ 'z::a INSPECTOR ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK �C pov OWNER OR CONTRACTOR NOTIFICATION''v:� DATE THE NAME OF PERSON CONTACTED C- .k ! C) / Zoo 6 Coa �..,. M M 1 - 2 7 — o m f.l- 06 SACPSbmWISPECnON DIVISION\[mpectio \COMI. PLAN REVIEW COVER SI=Am Rm AU 2((fos5 7- ��/,o6 F—& INSPECTION SERVICES BUILDING PERMIT CHECKLIST (COMMERCIAL) Job Address: /0 - ?V- 000 - 006 Owner Name: CM 1 U Bu e l eOme� Flood Zone: x Type of Work: New ✓ Remodel Addition Date Received in Inspections: 1 ' -d Legal Description: U ` Zoning: (J .� Allowable Us(G OR N sG (./ Q G'S/ 'O0 Street/Alley Closing Action? Ord. #s: 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 Furnish two sets of construction documents including the following items: Survey of Property Certified Site Plan to Scale indicating: (If required by Planning Department) • North Arrow • All existing & proposed construction • All required building setback lines (SBC 104.2.5) /' Yes (Dev Ordinance or (Appendix E) (Dev Ordinance or (Appendix E) (Dev Ordinance I s or (Appendix E) (Dev Ordinance 1 or (Appendix E) • Utility Easements/Alleys, Streets (show if applicable) (Dev Ordinance 1tYes r (Appendix E) • Distance for proposed structure to property lines (Dev Ordinance 1r (Appendix E) No No No No No No No 61 fjyrool" Inspections Division Building Permit Checklist Page 2 • Zoning Permit EAefgy Coda (IL appflieaavl�7 She( Or"A ^11,AO Pred. Po. Completed petition len Tie Man- te - Seal (if applicable) ••• Foundation Plans ❖ Structural Framing Plan ❖ Exterior Elevation Plan ❖ Electrical Drawings ❖ Plumbing Drawings ❖ Mechanical Drawings ❖ Drainage Plan ❖ Slab Elevation (if applicable) (City Ord 106-142) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (CLP Resolution) Yes or No (CLP Resolution) Yes or No (City Ord 106-141) Yes or No (City Ord 106-141) Yes or No (City Ord 106-141) .Yes or No (City Ord 1444-A) Yes or No (City Ord 1501-R5) Yes or No (City Ord 194-63) Yes or No (Ord 759-F) Yes or No (Ord 759-F) Yes or No (City Ord 74-121(c) Yes or No (City Ord 82-35) Yes or No (State Law)IYes r No (State Law)-r No (State Law)r No (State Law)r No (State Law)r No (State Law)r No (State Law)r No (State Law)r No (State Law)r No SACPShweUNSPEMON DIVISIONIInspectiom\Bldg P Chcck ist ComlNov0dx City of La Porte r 604 W Fairmont Pk; \ La Porte, Tx 7757-.� (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 06-00001120 Date 4/19/07 Property Address . . . . . . 10001 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Alternate Search Method . . . Application type description NEW, COMMERCIAL Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Owner Contractor ------------------------ ------------------------ THE ST JOE COMPANY CLAY DEVELOPMENT &CONSTRUCTION 245 RIVERSIDE AVE STE 500 800 GESSNER STE 850 JACKSONVILLE FL 322024927 HOUSTON TX 77024 (713) 789-2529 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc FEE DOUBLED WORK DONE Sub Contractor HARTSTACK ENTERPRISES, INC Permit Fee . . . . 57.00 Issue Date . . . . 4/19/07 Valuation . . . . 0 Expiration Date 10/16/07 Qty Unit Charge Per Extension BASE FEE 36.00 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 5.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 3.00 1.00 15.0000 EA EL - METER LOOP & SERVICE/TCI 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 1.ENERGY CODE REQUIRED AT BUILD OUT OR W HEN HVAC IS INSTALLED 2.COMPLY WITH COMM ERCIAL PLAN REVIEW NOTES THAT ARE ATTACH ED 3.THIS BUILDING IS FOR SHELL BLDG ONL Y 4.COMPLY WITH ALL CONDITIONS OF SCUP06 -002 S.MUST OBTAIN CERTIFICATE OF OCCUPA NCY PRIOR TO OCCUPANCY 6.CALL CITY FOR I NSPECTIONS 7.COMPLY WITH ALL APPROVED PL ANS & NOTES ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due -------------------- ------------------------------------- Permit Fee Total 57.00 57.00 .00 .00 Grand Total 57.00 57.00 .00 .00 ------- --- - ---------------- Signatur o Contractor or Au horized Agent Date Approved by Building Official or Authorized Agent Date City of La Porte 604 W Fairmont Pk La Porte, Tx 7757- (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------- Application Number . . . . . 06-00001469 Property Address . . . . . . 10051 PORTER RD HCAD Number . . . . . . . . . 040-174-000-0006 Alternate Search Method . . . Application type description NEW, COMMERCIAL Subdivision Name . . . . . . ABST 5 E BRINSON Property Use . . . . . . . . Property Zoning . . . . . . . PLANNED UNIT DEV Owner ------------------------ THE ST JOE COMPANY 245 RIVERSIDE AVE STE 500 JACKSONVILLE FL 322024927 ------------------------------------- Permit . . . . . . ELECTRICAL Additional desc ELEC SRVCE Sub Contractor HARTSTACK E Permit Fee . . . . 57.00 Issue Date . . . . 4/19/07 Expiration Date . . 10/16/07/ Contractor CLAY DE L 800 G SNE ---------------- Date 4/19/07 MENT &CONSTRUCTION STE 850 HOUS N TX 77024 --(7 ) 789-2529 ------------------------------- WORK DON INC Valuation X Qty Unit Charge Pair Extension �J BASE FEE 36.00 1.00 /REVIEW 00 EL - OUTLETS,SWITCHES (1ST 5) 3.00 5.000 EL - OUTLETS, SWITCHES (OTHER) 3.00 1.00 EL - METER LOOP & SERVICE/TCI 15.00 ---------------------------- --------------------- --------------- Special Noteents (1) NEED SP(INTERIOR) DRAWING'S PERMIT PRIO.0. AND INSTALLATION. (2) SEPARATT REQUIRED FOR IRRIGATION S PERMIS IF FOR SHELL BUILDING ON) COMPLY WITH FIRE MARSHALL PLEW COMMENTS. (5COMPLYWIT6-004. (6) ALL W INTERIORRK MUST BE PERMITTED PRIOR TO COMME CING ANY INTERIOR WORK. (7) EACH T ANT REQUIRED TO OBTAIN OWN SEPEW E ZONING PERMIT PRIOR TO OCCU CY. (8) COMPLY WITH "COMMERCIAL NOT S ATTACHED." -------- ----------------------------------------------------------------- F summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 57.00 57.00 .00 .00 Grand Total 57.00 57.00 .00 .00 1 PERNII'I' APPLICATION \l City of La Porte Established 1892 a 281-470-5073 t6✓ / Building Mechanical `Electrical 'Plumbing '(See back of form) ProjectAddress: /00 S/ { o r •, - : Lot: Subdivision: Block: Owner's Name: Phone: Address: Street City a zip Contractor:— �L ,& �� :u X4- Phone: ZU��Io rZI y Address: zt) (� �i�t k r �0� % -7B9 O Street City Zip CST' Contractor Email address: 912 ^ f 7 1 ol %/rf Contact Person: Building Use: Sq. Footage: // # Stories 11-h....a,,.,. Describe Work: ��CKir� 541t �-,, S Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req Last use of Building Date use ceased - Commercial Buildings Plans Only -Fire Marshal Approval Date Chocked/Approved for Issuance By: CE: Special Taxes HCAD Residential driveway tie-in fee: Paukland(Ne Res. Only):Zone # Fee: Permit No. `LEI ^ d �'�7� Permit Fee 27- ° O Plan Check Fee: S:\Crsn=vns ,M=\Btageamanaaoazaos.dm aS3� f--,4,-Q �o tib�� l 3O r COMPLETE THIS SECTION FOR EL CTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE Outlets, Fildures, Lights & Switches (1° 5 - Flat fee) Above Items (All Others) Clothes Washer/ Dryer Range Receptacle Cook Top or Oven A/C, Window Unit Receptacle Water Heater Dishwasher/Garbage Disposal Meter.Loop & Service • (includekTemporarycut-in) ' Temporary Saw Pole (T Pole) Reconnection of Service Reinspection Fee MOTORS: Up to but not including %2 hp %2 hp and less than 10 hp 1Olip &up to50hp 50 hp and up $7.50 $7.50 lb each —4- • W $ 2.60 each $ 3.00 each $ 1.50 each $ 3.00 each $ 3.75 each $ 1.50 each ' $15:00 each ' -• 1 �r .. ' t� _ , $15.00 each $15.00 each $35.00 each $ 1.50 each $ 2.50 each $ 3.50 each $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMTr(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 415iOO - Fi dares/Drams/Traps S. 3.75 each, Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flatfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Aheration - Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:1CPShmUNSPECTION DMS10NUnspeai=n Bldg Puma Appl a&2 112805.doc CITY OF LA PORTE, TX *** CU; MER RECEIPT *** Batch ID: PE_VICKIE 4/19/07 01 Receipt no: 80978 Type SvcCd Description Amount 2006 1120 BP PERMITS Qty 1.00 $57.00 10001 PORTER RD HARTSTACK ELEC Tender detail CK Ref#: 4534 $57.00 Total tendered: $57.00 Total payment: $57.00 Trans date: 4/19/07 Time: 15:33:00 THANK YOU FOR YOUR PROMPT PAYMENT C, City of La Porte 604 W Fairmont Pkw La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ----------------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number Alternate Search Method . . . Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . ---------------------------------------- 06-00001120 Date 9/07/06 10001 PORTER RD 040-174-000-0006 NEW, COMMERCIAL ABST 5 E BRINSON PLANNED UNIT DEVELOPMENT Owner Contractor ------------------------ ------------------------ THE ST JOE COMPANY CLAY DEVELOPMENT &CONSTRUCTION 245 RIVERSIDE AVE STE 500 800 GESSNER STE 850 JACKSONVILLE FL 322024927 HOUSTON TX 77024 (713) 789-2529 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc RUNNING SEWERLINE-VACUMN Sub Contractor THOMAS ROGERS & ASSOCIATES, IN Permit Fee . . . . 67.50 Issue Date . . . . 9/07/06 Valuation . . . . 0 Expiration Date . . 3/06/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 7.5000 EA PL - SEWER-NEW,REPAIR,REPLACE 7.50 4.00 7.5000 EA PL - WATER PIPE/TREATING EQUIP 30.00 4.00 3.7500 EA PL-VACCUM BREAK/BACKFLOW <6 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 1.ENERGY CODE REQUIRED AT BUILD OUT OR W HEN HVAC IS INSTALLED 2.COMPLY WITH COMM ERCIAL PLAN REVIEW NOTES THAT ARE ATTACH ED 3.THIS BUILDING IS FOR SHELL BLDG ONL Y 4.COMPLY WITH ALL CONDITIONS OF SCUP06 -002 5.MUST OBTAIN CERTIFICATE OF OCCUPA NCY PRIOR TO OCCUPANCY 6.CALL CITY FOR I NSPECTIONS 7.COMPLY WITH ALL APPROVED PL ANS & NOTES Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 67.50 67.50 .00 .00 Grand Total 67.50 67.50 .00 .00 ------z------�----------------------------------------------- contr ctor or authorized agent Da e_ 06 iy Building Official or authorized agent Da e PERMIT APPLICATION `1 of City of La Porte 281-470-5073 Building[ Mechanical 'Electrical Established 1892 •Plumbing ✓ Street , City zip Street •II..M. 11. .11 w City Zip Contact Person: Sq. Footage: # Stories U/V Occupancy Type Flood Zone Class Work Sq. Ft Construction Type Use Zone # Stories Parking Last use of Building _ Date use ceased Commercial Buildings Plans Only -Fire Marshal Approval Date Chocked/Approved for Issuance By: 1 Date CE: Special Taxes HCAD Residential driveway tie-in fee: pew— Rev�1 Zone # Fee: Permit N . � Permit Fee �`�% Plan Check Fee: S:\cPsh=\jrspeCioa 1d&PamAApp042406A0c a COMPLETE T -RS SECTION FOR ELECTRICAL PERMITS:: NOTE: MIND" CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE Outlets, Fixtures, Lights & Switches (1' 5 — Flat fee) Above Items (All Others) Clothes Washer/ Dryer Range,Receptacis t' Cook Tap or'Oven A/C, Window Unit Receptacle lWaterI Teeter Dishwasher/Garbage Disposal Meter Loop & Service . .;I r: ,_(rnclucies.Temporary cut -in) Temporary Saw Pole (T Pole) Recbndection of Service Reinspection Fee MOTORS: Up to but not including '/2 hp Y2 hp and less than 10 hp 10hp&up to50hp 50 hp and up $7.50 $7.50 -- $ 3.00 .60 each $ 2.00 each $ 3.00 each $ 3.OR each t t $ 1:50 each .... _ $15.00 each; P '0 $15.00 each. $35.00 each $ 1.50 each $ 2.50 each $ 3.50 each $ 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%ISSUE FEE $15.00 fir-' \ r -.: ` 1$ 5'00 Fvchrres/DramsrFraps Sewer (New, Repair, or Replacement) $ 3.75 each ` $--T50Ll Septic Tank/Seepage PiUDram Field $15.00 eacli Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flatfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 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 BreakerBackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:WPSb=\1NSPEC7I0N DMSIONUatpec ion Bldg Pamir Appl side2,112805.doc Page 1 of 1 ' Y Huber, Mark From: Malik, Masood Sent: Friday, July 28, 2006 11:39 AM To: Huber, Mark Subject: Spec.14 A Special Conditional Use Permit #SCU06-002 was approved by City Council on July 10, 2006. Site plan is in compliance with the conditions listed in the SCUP. Thx.m 7/28/2006 y�_3 -- —.L. _oCz� .c,c-a- _�i�C-w.-- —Gs�� 1—� —� - Page 1 of 1 Huber, Mark From: Meekins, Clif Sent: Friday, July 14, 2006 8:28 AM To: Huber, Mark Subject: CDC Spec 1'4 Distribution Center Mark, I have no comments or remarks on CDC Spec 14 Distribution Center. Clif Meekins Fire Marshal City of La Porte Office: 281-867-4603 Fax:281-470-5005 7/14/2006 10001 PORTER RD. (PUD) CDC SPEC 14 .CONSTRUCTION PLAN REVIEW DISTRIBUTION CENTER 42,000 SQ. FT. WAREHOUSE (SHELL ONLY) CLAY DEVELOPMENT & CONSTRUCTION DULY 14, 2006 MARK W. HUBER Construction plan review - Prior to building permit issuance, please furnish the requested items to complete the plan review process. Furnish all requested items to Mr. Mark W. Huber at the City of La Porte Inspection Department. Zoning permit will be issued with the building permit for $50.00 The building permit fee will be $4,937.50 and the plan check fee will be $2,468.75. These fees will be due at building permit issuance as well. issuance. et us if fill be utili d s proje en we can a you nu am— if 1 is require prior to buT1dK9 permit is ce. 6. Water tap fees due as follows: QUANTITY SIZE TOTAL DUE 4 (domestic) 1" $1,988.00 1 (irrigation) 1" $ 497.00 SACity Planning SharaUNSPECTION DIVISION\InspeWooa\Plan Review Cummads\10001 PORTER RDeonsl plan review.doc LM l� WAIKINW 7'E XAS INSPECTION. SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTS, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 . FAX COVERSHEET COMPANY: /� Q ? FAX: j 13 / /� 0,J PAGES (WICOVER):_i 5 aWW� YhAK�ta • VTIMM MM—M W117 Wt t11C7n 0 ffSimmmstaKI&WAr-T�. r1rau:C. • I I S/S gi� If you do not receive all the pages, please contact us as soon as possible at.281-470-5073 SACPShamUNSPECTION DMSIOWftir OxIiTAX COVER SHEET REV5-0Sd& 10001 PORTER RD. (PUD) CDC SPEC 14 CONSTRUCTION PLAN REVIEW DISTRIBUTION CENTER 42,000 SQ. FT. WAREHOUSE (SHELL ONLY) CLAY DEVELOPMENT & CONSTRUCTION JULY 14, 2006 MARK W. HUBER Construction plan review - Prior to building permit issuance, please furnish the requested items to complete the plan review process. Furnish all requested items to Mr. Mark W. Huber at the City of La Porte Inspection Department. 2. 4. 5. A Need a copy of approved site plan. Zoning permit will be issued with the building permit for $50.00 The building permit fee will be $4,937.50 and the plan check fee will be $2,468.75. These fees will be due at building permit issuance as well. Furnish TAS (ADA) proof of submittal to the Inspection Department prior to building permit issuance. Let us know if fill dirt will be utilized for this project, then we can advise you if a fill dirt permit is required prior to building permit issuance. Water tap fees due as follows: QUANTITY SIZE TOTAL DUE 4 (domestic) 1" $1,988.00 1 (irrigation) V $ 497.00 SACity Planning Sharo\INSPECrION DIVISIONVn"WonsMan Reviaw Co®erft\I0001 PORTER RDcoost plan review.doc W 4 0A0 10,it OR> e* 5o Q0s y'dcr 0SOVIke PYO,XX�X� TRANSACTION REPORT � JUL-14-2006 FRI 04:05 PM � x DATE START RECEIVER TX TIME M PAGES TYPE NOTE M# DP x JUL-14 04:04 PM 97137823755 . 44"(1) 4 SEND OK 641 TOTAL 44S PAGES: 4 Xx��x�YXY��:K#�xx�XxYYxx��Kx#XXX��x�Xxx��YxXxXXx�XXY�X��zY:K��Xx��xX��#X��XX��X��x#XX�x��X��XY TO INSPECTION. SERVICES DIVISION 604 WEST I+'AIRMONT PARKWAY, LA FORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET h _.. -L 1 l' - . -I N� rnAd��ta Jul•28. 200 FAx CovER SHEET FOR T7RANSMtiTAL TO: FAX NAME /�' VbG ✓ COMPANY: CON5mucnoN 800 GW4ER, �EStM 950 HOUSTON, 7X 77024 MV7891529 713,7823755 FAX MESSAGE , 112 Jul•28. 2006 11:29AM � . No.2468 P. 2/2 ABPMJRegFortn Page ) of T"W Doparbm dLkenelp end lbpalappn AtOAKILM BaNftn F+alta: ftowaeon comomaaem Papa Oby an, 2ooe PEAWN F&M FORM NamK poM bfurpty Em t KKr �d.Iorrr Phone: 7f}7!a-�a2a PreJwt Napwt CDC 8aec6{ec 1a FtieledAdanaa: CDC PP TENANT Nmw: ►hoot: TOMM Addrwa: am� db� Phone '— OUQOtNOrPACa.RY Kama: CDC epos 14 --- PACIL" Ow m Cit7 Da lbpmgp br- P'bom 71b780,1 =p OwwrAeea.w: 8Oo Dotanar &M M Hmmbin TX rM24 copfteeNww:Psber Jeammm PINION 713.70-� Qmfta Aafrwe: 012" Pe" NNpe: CLT DeKtlopnwnt lea Pbow: 713-70.282o Pbm Amato: top G6=w evb M Nkmim. Tx 7702e Dwglwr Name: aaeh.tl Haym eewh n nsyeaQdafdwbpmftLoom 7"G of t.kawe: E chim Uorwe ebeabw.. PRDAWMMCNFTWN et 4Dare;05*m Compfteon daft: IMM orWwm Now cwmucdw evemdod Cental,Saa,tlpa.p0 Tips Dow erw baWk ta) IIM coon than one 61vaa7 No Am ftF any erv�ebret te�lon. Or phawa WtB In t* b.MV? No OEM Lave Ne.: pow�y bmded� on Gnvaft uno Iler IaNaA us. Gas" of Woft Ncw wee pu t I wg VAIAII 01 AB CenMnay n ►ape • pek att d mKburacn d �fb 4*daaMP")wMw Cc/raowriat►nrtiv. awaIII, aWIII ba toa d�to�be �OntaaW,aFTOM ."OAem Ind 1plWm of todWwbMP ei" Kq dmy edam I. pertalm. Oevenward Coda. Cnapmr tea. I 7 dealpn nk Kesel In Iomdwlo w01 the Pr*bm dTOW 4alrafft wd wlppe aka phial wmYa CmmbLcdm d�wntL pnakeeiorwl wlh wall raW n Ar1M I� f Y Um Tom Mparaiwnl d Lbema9 aM Repulatbn dmF W"M to own* wM Bw Powpon O(T gu eT Owlwrw spend 21W w4Re of RAB OR Naow of CP RAQtLPC Oa% Cerobueew bocurolpb ReaMd by RAe httpz"vww.l)cetues>et -tx-t /ayproje �ABProjR.gFormVeriScation.espx?Wit&_. 51&, 06 COMMERCIAL PLAN REVIEW NOTES %a! 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. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. 4. If a fence is proposed, verify with City regarding maximum height limitations. 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 Fire Marshal will need to review/ inspect prior to opening business. Must obtain zoning permit prior to occupancy of lease space/building. 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. 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 to the Inspection Division prior to 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) SXPSha \INSPECTION DIVISION\hLVectiow\COMMERCIAL. PLAN REVIEW NOTES.5/06&c C 9 TY corny IV. APPLICABLE CODES 2003 INTERNATIONAL BUILDING CODE (IBC) 2003 INTERNATIONAL PLUMBING CODE (IPC) 2003 INTERNATIONAL MECHANICAL CODE (IMC) 2003 INTERNATIONAL FUEL GAS CODE (IFGC) 2003 INTERNATIONAL RESIDENTIAL CODE (IRC) 2003 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2005 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS*** (COMMERCIAL & RESIDENTIAL) 1994 SBCCI FIRE CODE 1997 LIFE SAFETY CODE NFPA 101 ADOPTED AMENDMENTS TO FIRE CODE (AVAILABLE ON-LINE) ***On September 12, 2005, Ord #96-2079-H (which revised the city's local electrical amendments) was passed by City Council. These changes become effective November 12, 2005 S:ICPShareWISPEMON D1VI810NUnVectiom\Rwiden1W Conouctioo Packet\APPLICAHLE CODES.doc9-05 �4t_E� �I_3_I � 4 l_O-� a� � of `� F r-1�� • 6�c� OLEO- t��} • o0a oc�CD J ef /009 Page 1 of ] Lawrence, Vickie From: Lawrence, Vickie Sent: Friday, June 15, 2007 2:49 PM To: Herrod, Curtis Subject: CLAY DEVELOPMENT 10001 PORTR RD CDC SPEC 14 Curtis, On 8-1-06 Clay Development paid us for 4 — 1" domestic water taps and meter. Work Order # WF0042710. They also paid for 1 — 1" irrigation meter and tap. Work Order # WF0042708. We need to know if these 5 taps have been installed. Please let me know ASAP. Thanks, Vickie Lawrence UC=+A* DavdoPERs/DwIGN-BUILMM OF 1NDUSTWI BUILPTOSUIT FA LTO BRYAN CHRIST CELL 713.819.0387 800 OFSSNER OFFICE: 713.789.2529 i SU= 850 Fnx 713.666.3160 HOUSEON, TX 77024 bchrist®claydevelopment.com w .claydcvelopment.com Page I of I �i Lawrence, Vickie From: Lawrence, Vickie Sent: Friday, June 15, 2007 2:49 PM 0 To: Herrod, Curtis �llv Subject: CLAY DEVELOPMENT 10001 PORTR RD CDC SPEC 14 Curtis, \ On 8-1-06 Clay Development paid us for 4 — 1" domestic water taps and meter. Work Order # WF0042710. They also paid for 1 — 1" irrigation meter and t . Work Order # WF0042708. We need to know if these 5 taps have been installed. O �� Please let me know ASAP. Thanks, Vickie Lawrence 0 ti 0 of ®F ` City of La Porte 9 PLANNING DEPARTMENT M 604 West Fairmont Parkway - La Porte, Texas 77571 ij Office: (281) 471-5020-Fax: (281) 470-5005 \ www.laportetx.gov e 3 _ �oF Ciig U3e €SxnT�� pEXAS - Qity Contact �Imhais t,__ 4 Coptrol �"t `- DEVELOPMENT REQUEST FORM C' ***NOTE TO APPLICANT.`* [ In order to process this reauest, Procedures on the reverse side of this form must be followed CONTACT INFORMATION Name. C rh Mailing Mdress: &3 0 ( r4 R-To Phone (2): -City, State, ZIP: A VJv- r%C Fax: 7-2n2 PROPERTY INFORMATION t . Description of Development (Le. Residential Commercial .Other): Address of Property (ifpreviously assigned): Legal Descrlpfion of Properly (Block Lot &Subdivision or Other):. IICADTax AccountNumber o 1 - - �� o - lJco K 1 I request the City to process fl qfo. vi gfor the aforementioned property (Check all that applies): ADDRESS ! UTII- 'Y VERIFICATION After completion of request, applicant will be notified by mail at the mailing address listed above. i atme ofApplicant Date of Submittal R\CDR Reports\CITIZEN-DEVELOPERREQUESTFORM(REV-7-21-05).doc Z.i C CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: (281) 471-5020/Fax (281) 842-1868 www.ci.la-oorte.tx.us June 23, 2006 Clay Development 800 Gessuer suite 850 Houston, TX 77024 Re: Letter of Infrastructure Location (GDR-06-049) HCAD# (040-174-000-00061 H.T.E.# (43184) Dear Clay Development, In response to your request for public services to your proposed development located at a32 acre tract out of Res. A, Abst. 5, the Planning Dept has determined the following: 1. Address: The address assigned to the property in question is 10001 Porter Road 2. Zoning: This property is currently zoned PUD *3. Culvert/Drainage: No culvert siting was determined for the property in question. **4. Water: Water is available to the north side ofForter Rd An 8" waterline runs east to west along the north side of Porter Rd and a 12" waterline runs north to south along the east side of Underwood, in front of the property in question. The nearest fire hydrant is located across the street from the property in question. **5. San. Sewer: Sewer is privately owned and maintained A 3" forced main sewer line rang north to south along the east side of Underwood, in front of the property in question The nearest manhole was not determined for the property in question. 6. Street Surface; Porter Rd. (Privately Maintained - Asphalt) This letter does not constitute permisslon to build. All City of LaPorte ordinances and regulations must be satisfied prior to receiving permits from the City of La Porte. *The City of La Porte will install driveway culverts for residential developments only. ** The City of La Porte does not guarantee capacity of its utility mains for specific development The services of an Engineer or other professional should be obtained to ascertain capacity of existing utilities. Sincerely, Paul CC: Inspection Services Division Engineering Division r C, � 1 2 L 32.44 ac tract out of Res.1 Abst. 5, Water Lines 0 3 32.44 ac tract out of Res.1 Abst. 5, Sewer Lines C C_ C� CITY OF LA PORTE COMMERCIAIANDUSTRIAL APPLICATION FOR UTILITY SERVICE(S) G (OVER 2.5 AC.) PERSON MAKING REQUEST: STREET ADDRESS (WHERE W/S IS NE 9.04(o AU-c5 LEGAL DESCRIPTION: 4Y PROPERTY SIZE:* ( ) X ( )= I D y L P c *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 $ P WATER TAP - rr _ Cj p� 4 ` X TOTAL WATER CHARGES $ U / SEWER DEVELOPMENT FEE- $41.13 PER LINEAR FOOT $ SEWER TAP - $H-5.96-' -(G =F *j-• s-Sewer t g, '-joti- - feL p SEWER INSPECTION FEE tMo,^IP Ste TOTAL WATER A! $ . . MAKINGSIGNATURE OFA�RSON ) 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. Dr�i 7 D 17 11 OO O —OOP ( DATE OF PAYMENT: .� -r �• ?J 8 y RECEIPT NUMBER: l�3 7SL CLERK'S INITIALS: n S �h 1 ' WORK ORDER NUMBER: I/," -0VN l/ 11O SACPS6me\WSPECI70N DIVISION\lospcaiow\Water&Sewer lie=com-pmp.doc (Ova 2.5 Ac.) 11-16-05 Rev. 1pCITY OF LA PORTE COMMERCIAL/INDUSTRIAL APPLICATION FOR UTILITY SERVICE(S) (OVER 2.5 AC.) PERSON MAKING REQUEST: l STREET ADDRESS (WHERE W/S IS NEEDED): / o 0 0 / /�a •^ i e �a . 9, 41p Acres — RiSIrNG (� LEGAL DESCRIPTION: BLK: LT' SUBD: UMdecween BvsINiILc Pant S'vW. PROPERTY SIZE: *( ) X ( `) I. O y L A G *AREA DESIGNATED SHALL INCLUDE REQUIRED SETBACKS "MUST BE OVER 108,900 SQ. FT. TO USE TMS FORM. WATER DEVELOPMENT FEE - $17.77 PER LINEAR FOOT n — 3 T�TAL WATER CHARGES SEWER DEVELOPMENT FEE- $41.13 PER LINEAR FOOT SEWER INSPECTION FEE $ A $�A TOTAL7k lloe/ d L/9-7 °, Q tJ L vl 1 X /'✓(//�// V �l SIGNATURE PERSON MAKING REQUEST ( ) FOR LIVESTOCK USE ONLY - WATER FRONT FOOT FEES NOT APPLICABLE AT THIS T VIE. *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. oyo-- Icy-000-000Cp DATE OF PAYMENT: RECEIPT NUMBER: Q-3 �5 Z CLERK'S INITIALS: ' WORK ORDER NUMBER: W -ooU2R� S:1CPSh°re1INSPECTI0N DMS10NVnspeclioos\We1a R Sewa lie on co pmp.dw ((>va 2.5 Aa) 11.1605 Rev. Ilk I Job Address: INSPECTION SERVICES MINOR DEVELOPMENT SITE PLAN CHECKLIST Development Name: Type of Business/Development: �1 Et w6c, u i-v OR Addition of CLP Project No.: # �� B$ Date Rcv'd. in Inspections: Olo � rr U�►d crwooa Legal Description: A*C�" _'}-^ieOA 0+rr Rtr%►e- d %S�LWOw� Zoning: D SIC No.: # ? / Y/ Allowable Us . Y OR N ;p bG JGTf/n, i�Cp P & Z and/or C.C. Action? Ord./Permit #s: Street/Alley Closing Action? Ord. #s: 0 (o --off FORMAT Engineer or Surveyor Sealed (Dev. Ord #1444; App. E) Oesor No Development Name Shown (Dev. Ord #1444; App. E) Yes or No Development Type Shown (Dev. Ord #1444; App. E)tqes r No Legal Description Shown (Dev. Ord #1444; App. E)r No Job Address Shown (Dev. Ord #1444, App. E)r No Building Footprint Shown (Dev. Ord #1444; App. E)r No Scale of Plat Shown (Dev. Ord #1444; App.E)r No North Arrow Shown (Dev. Ord #1444; App. E) r 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? (If Applicable) �/ FI d Plain Development Permit Required? Received? l i� Inspection Division Site Plan Checklist SPECIAL PERMITS Driveway/Culvert Permit Required? (State or County or City) Drainage Permit Required? (State or County or City) (Obtain Copy) (Obtain Copy) UTILITIES Page 2 Pov 5 — Utility Verification Completed? Results: a) Water Available w/o Extension (55—D or No b) Sewer Available w/o Extension NO c) Utility Extension Agreement Needed? Yes or d) Utility Easement Agreement Needed? Yes or o Water Development Fees - (Ord #759-F) $ Water Tap Size -(_ I ) X (o (Ord # 759E) _ $ Irrigation Size - ( 1 " )X 2 (Ord # 759E) _ $ Sewer DevelopmentFees- (Ord #759-F) $ Sewer Tap Size - 4/_(Ord #759-F) $ 'includes sewer inspectionfee charge On & Off -Site Utilities Shown: a) Water Line Size/Routing ewes or No b) Sewer Line Size/Routing 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 Corte of Ord) Yes or CNo See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream of grease trap.) Inspections Division Site Plan Checklist Page 3 ZONING (Chapter 106 of the City's Code of Ordinances) %Maximum Lot Coverage Confirmed? or Sect 06-443, Table B (Commercial) and Seca 106 522, Table B (Industrial) P v D SGt/�Required Building Setbacks Adequate? IEs—Ur— NO Sect. 106-443, Table B (Commercial)ct. 106b1e B (Industrial) Front Rear Side Signage in Compliance? (Location, height, size) (Sect 106-871 thru 879) Parking Regulations: Surface is Dust -Free? (Sect. 106-835[fJ) Yes r No Driveway(s) & Approaches in Compliance? t , (Sect. 106-835, Fig. 10-3 and [e]) (Location, Number, Size, Etc.) I Curbing/Curbstops Okay? (Sect. 106-835[i]) Size of Spaces & Aisles - Adequate? Yes r No (Sect. 106835[aJ[c-4J 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 (T. 1106.1 Of 2003 Ed oflnt'l. Bldg. Code) Regular Vs. Acres No S:\CPShare\INSPECTION DIVISIONUnspectionsUns Services Site Plan Ckhst.doc Rev. 11-29-04 dsw Y MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM J114 t 8 ?pps Development Name: N Ica, Address: % 4 OO % & Kayo t CLP Project No. Date Project Reproducible Received: 7- -� b Date Reproducible is Forwarded to Director for Signatore: 7 - c2 7:-- . 6-.6/ . Date Reproducible is Filed in Drafting Div-: 7- --Z e - 6�K. Date Release Form Provided to Inspection Services Div.: 7 - The site plan for the proposed project has been approved'and released by the Planning Department The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. PLXCECOWLETED RELEASE FORMINCONSTRUMONJOBFILE S:\CPShareUnspections\S1TE PLAN RELEASE FORNidoc 01-7000 Rev. Eeel� U -N� �" 10001 PORTER RD. L,T Y SITE PLAN REVIEW p(o CLAY DEVELOPMENT - CDC SPEC 14 BLDG I�i� WAREHOUSE FACILITY - SHELL ONLY JULY 13, 2006 MARK W. HUBER 1. No address shown on site plan. 2. The language "Underwood Distribution Center" needs to be removed from the "SPEC14" site plan and the correct verbiage inserted. 3. FYI - water and sewer development fees previously paid. 4. Masood - I do not have a copy of the final plat for Underwood Business Park Subdivision. Please ensure all utility easements are shown on the Spec 14 site plan. 5. Site plan does not show all property comers and the southern most property line(?) is shown in the middle of the private Road? Correct and resubmit. 6. FYI - 4 domestic water taps & meters (1 ") = $1,988.00 due at building permit issuance. FYI - 1 irrigation meter (I") tap and meter = $497.00 due at building permit issuance. 8. Sample well not shown on site plan. 9. The SCUP #05-007 dated 12-12-05 which is shown on site plan, is wrong. The correct SCUP #06-002 for Spec 14 should be shown. 10. FYI - All proposed signage requires a separate permit. 11. Need to define the parameters of the 60' ingress and egress and utility easement - it does not scale out correctly. 12. Need to show on this site plan that the water line is a City water main and show on site plan the sewer is private. SACity Planning StwoUNSPECTION DIVISIONUnspe tiomNlan Review CommeW\I0001 PORTER RDaite plan review.doo City of La Porte Planning Department INTER -OFFICE MEMORAND UM July 12, 2006 /0)00( To: Curtis Herrod, Utility Superintendent Rodney Slaton, City Engineer Champ Dunham, Assistant Fire Chief .,Debbie Wilmore, Chief Building_Qfficigl— From: Masood Malik /.f / CC: Wayne Sabo ff" RE.- Plan Review RECEIVE® INSPECTIONS ?-12-oG (4or) Site Plan for "SPEC 14 Building" to be located along Porter Road in the Underwood Business Park is submitted for your review and comments. Q INSPECTION SERVICES MINOR DEVELOPMENT SITE PLAN CHECKLIST W atc"VJ-W, FAc.l:+y Job Address: 1© tool A C+c*= Development Name: DG. Type of Business/Development: !j _ S�0x ew OR Addition CLP Project No.: # D� gaa y_ Date Rcv'd. in Inspections: 7 12 —OC ��Y� peon Vr►derwoofl Legal Description: �'GS �►� ri 8o�._r�� c Par+iC S Zoning: 'P U D ' SIC No _ # Allowable Use? Y OR N7 P & Z and/or C.C. Action? Ord./Permit #s: CJC.,l�/p O S— 007 i2-1-C45 Street/Alley Closing Action? Ord. #s: /y >/%� S G V 0 6O 00,' FORMAT Engineer or Surveyor Sealed (Dev. Ord #1444; App. E) Yes or No Development Name Shown (Dev. Ord #1444; App. E) Yes or No Development Type Shown (Dev. Ord #1444; App. E) es or No Legal Description Shown (Dev. Ord 91444; App. E) Yes or No Job Address Shown (Dev. Ord #14". App. E) Yes or No Building Footprint Shown (Dev. Ord #1444; App. E) Yes or No Scale of Plat Shown (Dev. Ord #1444; App.E) Yes or No North Arrow Shown (Dev. Ord #1444; App. E) Yes or No No Mtb- Utility Easements/Alleys - Shown? (Dev. Ord #1444, App. E) Yes or — (IfApplicable) J �r{-{"jw Flood Zon - - Shown? (Dev. Ord #1444; App. E) Yes or No B.F.E. L -Shown? (If Applicable) Fl d in Development Permit Required? Received? Plain 41110 Wki Inspection Division Site Plan Checklist ,page 2 SPECIAL PERMITS "1j Driveway/Culvert Permit Required? /� f (State or County or City) (Obtain Copy �V Drainage Permit Required? —*ee or— �Mose (State or County or City) (Obtain Copy) lQ UTILITIES Utility Verification Compfeted? Results: a) Water Available w/o Extension b) 'Sewer Available w/o Extension c) Utility Extension Agreement Needed? d) Utility Easement Agreement Needed? Water Development Fees - i i 4 ._- +► Water Tap Size I ��jIrrigation Size Sewer Development Fees - (Ord # 759F) (Ord #759 E) (Ord # 759E) (Ord # 759P) Sewer Tap Size - (�� (Ord #759 F) *includes sewer inspection fee charge On & Off -Site Utilities Shown: a) Water Line Size/Routing b) Sewer Line Size/Routing c) Gas Line Size/Routing//�� d) Electric Line Routing;9 or Undgd.) ® or No .. P r't vae Yes or M Yes or Grease Trap/Sample Well Shown? (Ch. 74 of Code of Ord) See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream of grease trap.) i .. _.. kA .. !Yes 1 or No or No es or o No Yes or No M Inspections Division Site Plan Checklist Page 3 V(i ZONING SG N Q (Chapter 106 of the City's Code of Ordinances) P�0 ` Imo% Maximum Lot Coverage Confirmed? Yeses Sect. 106-443, Table B (Commercial) and Sect 106-522, Table B (Industrial) Required Building Setbacks Adequate? -- 1414 Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Indusb-ial) Front - V D Rear P j c, Side P 0� Signage in Compliance? (Location, height, size)—a�--�ie�, (Sect. 106-871 thru 879) Parking Rewilations: Surface is Dust -Free? (Sect 106-835[[f) Yes or No Driveways) & Approaches in Compliance? Yes er Ale . N^' P v D (Sect 106-835, Fig. 10-3 and [e]) (Location, Number, Size, Etc.) w1 I C' C" -- Curbing/Curbstops Okay? (Sect. 106-835[il) Yec ' Size of Spaces & Aisles - Adequate? Yes ! or No (Sect. 106-835[a][c-4] 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? I'- � 61 or No (T. 1106.1 Of 2003 Ed of MIT Bldg. Code) Regular Vs. Accessible S:\CPShare\] NSPECTION DIVISION\InspectionsVns Services Site Plan Cklist doc 1111M bMIZEM BAKER TANK, ING. 101 UNDERWOOD ROAD' GDcSOe� �v 0001 r 10025 PORTER ROAD �10 16 ,ASSIGNED: NOVEMBER 9, 2005 j359 UNDERWOOD ROAD �� ,,,,,,,,,,,,,,,,,,, ASSIGNED: NOVEMBER 9, 2005 DOW HYDROCARBONS AND RESOURCES INC 727 UNDERWOOD ROAD 10051 10050 10070 101 9 ASSIGNED: MA' e P W/S CO,u P P REQUEST FOR Agenda Date Requested: - July 10, 2006 Requested By: Wayne J. Department: Planning CITY COUNCIL AGENDA ITEM Report: _Resolution: _Ordinance:_X_ Appropriation Source of Funds: NA. Account Number: NA Amount Budgeted: NA Exhibits: /O coo/ Ordinance fit&� Aerial Map / P&Z Staff Report Site Plan G D C S PAC I H SUMMARY On June 15, 2006, the Planning and Zoning Commission considered Special Conditional Use Permit #SCU 06-002 for a proposed officetwarehouse facility to be located in the Underwood Business Park off Old Underwood Road 04l0 south of State,Highway 225 and Union Pacific Railroad. Clay Development and Construction Inc., is seeking a ' permit for construction of a 42 000 s uare office/warehouse building to be named 'Spec 14' along Porter Road and Old Underwood Road, w7 m the Underwood Business Park. Each additional reserve/phase of the project would require a subsequent Special Conditional Use Permit. Each Plat or Site Plan submittal would be considered separately. The site consists of approximately 207 acres located to the south of State Highway 225, Union Pacific Railroad, and Battleground Industrial Park located at 101 Old Underwood Road. To the east of the park, associated detention was constructed in Phase I. The fist phase of the business park development started in May, _2�005 with a project known as "Poly One", which was completed earlier this year. A permit for constructio�a 432,000 square foot office/warehouse building and a 900,000 square foot building, to be used as a distribution center, was issued. These 'buuiEn s are current) un er cons c ion an will be ppar�nall'*j rail served at a later stage. The primary access to the park is along Porter Road, a 60' ingress/egress and utility easement, with access on Old Underwood Road. The City's Comprehensive Plan intends for this area to develop with industrial uses, and the existing land uses of nearby properties are primanly industrial. Considering the economic development wit7�m' La Porte, the project has merits. 4 ,Pt Public Notices were mailed to six 6�ro owners. No responses were received. By unanimous vote, the Planning Coro and Zoning Commission has recommended City Council co-ns-Iter approval of Special Conditional Use Permit #SCU 06- Pt ff 002. Action Required by Council: 1. Conduct a Public hearing. 2. Consider a Planning and Zoning Commission recommendation to approve Special Conditional Use Permit #SCU 06-002 for a 9.046 acre tract out of ±207 acres of land located along Old Underwood Road south of State Highway 225 and Union Pacific Railroad. Approved for City Council Agenda Debra B. Feazelle, City Manager Date ORDINANCE NO. 1501- AN ORDINANCE AMENDING THE CODE OF ORDINANCES OF THE CITY OF LA PORTE, CHAPTER 106, MORE COMMONLY REFERRED TO AS THE ZONING ORDINANCE OF THE CITY OF LA PORTE, BY GRANTING A SPECIAL CONDITIONAL USE PERMIT #SCU06-002 FOR THAT CERTAIN PARCEL OF LAND DESCRIBED AS FOLLOWS, TO -WIT: 9.046 ACRE TRACT OUT OF ±207 ACRES OF LAND (ALONG OLD UNDERWOOD ROAD SOUTH OF STATE HIGHWAY 225 AND UPRR) IN THE- ENOCH BRINSON SURVEY, ABSTRACT- 5, LA PORTE, HARRIS COUNTY, TEXAS FOR THE PURPOSE OF DEVELOPING AN OFFICE/WAREHOUSE FACILITY IN A PLANNED UNIT DEVELOPMENT (PUD) ZONE MAKING CERTAIN FINDINGS OF FACT RELATED TO THE SUBJECT; FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW; AND PROVIDING AN EFFECTIVE DATE HEREOF; BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE: "Section 1. The City Council of the City of La Porte hereby finds, determines and declares that heretofore, to -wit, on the 15'' day of June, 2006, at 6:00 p.m. a Public Hearing was held before the Planning and Zoning Commission of the City of La Porte, Texas, pursuant to due notice as required by the Open Meetings Law, Chapter 551, Texas Government Code, to consider the question and the possible reclassification of the zoning classification of the hereinafter described parcels of land. There is attached to this Ordinance as Exhibit "A", and incorporated by reference herein and made a part hereof for all purposes, a copy of Notice of Public Hearing, which the City Council of the City of La Porte hereby finds was properly mailed to all owners of all properties located within two hundred feet (200') of the properties under I consideration. "Section 2. The publisher's affidavit of publication of notice of said hearing is attached hereto as Exhibit "B", incorporated by reference herein and made apart hereof for all purposes. "Section 3. On June 15, 2006, the Planning and Zoning Commission of the City of La Porte met in regular session to consider changes in classification, which were the subject of such public hearing. The City Council of the City of La Porte is in receipt of the written recommendations of the City of La Porte Planning and Zoning Commission, by letter dated on the 19'" day of June, 2006, a true copy of which letter is attached hereto as Exhibit "C", incorporated by reference herein and made a part hereof for all purposes. ORDINANCE NO. 1501- Page 2 "Section 4. Subsequent to receipt of the recommendation of the City of La Porte Planning and Zoning. Commission, the City Council of the City of La Porte called a public hearing on the proposed classification changes and the recommendation of the Planning and Zoning Commission on the 10N day of July, 2006, at 6:00 p.m., and pursuant to due notice, to consider the recommendation of the Planning and Zoning Commission regarding the possible reclassification of the zoning classification of the hereinafter described parcels of land. There is attached to this Ordinance as. Exhibit "D", incorporated by reference herein and made a part hereof for all purposes, a copy of the notice of public hearing. "Section 5. The publisher's affidavit of publication of notice of said hearing is attached hereto as Exhibit "E", and incorporated by reference herein and made a part hereof for all purposes. "Section 6. The conditions of the said Special Conditional Use Permit are as set forth in the incorporated terms of the Special Conditional Use Permit, a true copy of which is attached hereto as Exhibit "F". The description of said parcels of land classified pursuant to said Special Conditional Use Permit is as follows, to -wit: 9.046 acre tract out of ±207 acres of land located along Old Underwood Road south of State Highway 225 and UPRR; the Enoch Brinson Survey, Abstract-5, City of La Porte, Hams County, Texas. "Section 7. The City Council of the City of La Porte hereby finds, determines, and declares that all prerequisites of law have been satisfied and hereby determines and declares that the amendments to the City of La Porte Zoning Map and Classification contained in this Ordinance as amendments thereto are desirable and in furtherance of the goals and objectives stated in the City of La Porte's Comprehensive Plan. "Section 8. The City Council officially finds, determines, recites and declares that a sufficient written notice of the date, hour, place and subject of this meeting of the City Council was posted at a place convenient to the public at the City Hall of the City for the time required ORDINANCE NO. 1501- Page 3 `J by law preceding this meeting, as required by the Open Meetings Law, Chapter 551, Texas Government Code; and that this meeting has been open to the public as required by law at all times during which this ordinance and the subject matter thereof has been discussed, considered and formally acted upon. The City Council further ratifies, approves and confirms such written notice and the contents and posting thereof. "Section 9. This Ordinance shall be in effect from and after its passage and approval. Passed and approved this the day of , 2006. CITY OF LA PORTE 0 ALTON PORTER, Mayor ATTEST: By: MARTHA GILLETT, City Secretary APPROVED: By: CORK ASKINS, Assistant City Attorney THE STATE OF TEXAS COUNTY OF HARRIS CITY OF LA PORTE NOTICE OF PUBLIC HEARING In accordance with the provisions of Section 106-171 of the Code of Ordinances of the City of La Porte, and the provisions of the Texas Local Government Code, notice is hereby given that the La Porte Planning and Zoning Commission will conduct a public hearing at 6:00 P.M. on the 15'h day of June, 2006, in the Council Chambers of the City Hall, 604 W. Fairmont Parkway, La Porte, Texas. The purpose of this hearing is to consider Special Conditional Use Pemut Request #SCU06- 002, which has been requested for a tract containing 9.046 acres of land being Reserve A, in the Underwood Business Park, located along Old Underwood Road. The property is further described as a part and being out of a 206.990 acre tract in the F. A. STAASHEN Subdivision, the Enoch Brinson Survey, Abstract 5, La Porte, Harris County, Texas. The Clay Development & Construction Inc., is seeking approval of a permit for the proposed development of office warehouse facility for SPEC 14 to be located within the park. As per ordinance, a Special Conditional Use Permit is required for the proposed development to be located within a Planned Unit Development (P.U.D.). A regular meeting of the Planning and Zoning Commission will follow the public hearing for the purpose of considering the public hearing item and to conduct other matters pertaining to the Commission. Citizens wishing to address the Commission pro or con during the Public Hearing will be required to sign in before the meeting is convened. CITY OF LA PORTE Martha Gillett, TRMC City Secretary A quorum of City Council members may be present and participate in discussions during this meeting, however, no action will be taken by Council. Ais facility has disability accommodations available. Requests for accommodations or interpretive services at meetings should be made 48 hours prior to the meeting. Please contact City Secretary's office at (281) 471-5020 or TDD Line (281) 4 71-5030for further information 8i11fi'IDtl C !'1 UBLIC NQ1JQES ail iE STATE OFTEXAS 'e 20 S. 8th Street 281-471-1234 OUNTr.QF HARR S i- 3orte, Texas 77571 Fax 281-471-5763 ITY OF LA PORTE - NOTICE OF PUBLIC APING the BayShore Sun F n .accordance i oviski of Sec- onr rd i c a City, 'Serving The Baysltiire Irea Since 1947' f La P e, an provi- - - --- -- - ions o h xas Local 3overnment Code, notice hereby given that the La f Of La Porte ,one Planning and Zoning �, ;ommission will conduct a linty of Harris _unuern�P_ Phase II of the project. le of Texas This phase of the develop- ment will be warehouse and distribution facilities in the park. A, Special Condi-Dre me, the undersigned authority, on this date came and quire Use -.the pop red eared Sandra Bumgarner, a duly authorized representative of develre- quired for the proposed within amenttede located. Bayshore Sun, a semi -weekly newspaper published and withina Planned UnibDe- velopment `,(P.U.D.), per rally distributed in the City of La Porte, Harris County, Texas and Sectiod 106 637 of :the I Code of Ordinances of the after being duly sworn, swears the attached notice was City ofLaP°"e ished in The Bayshore Sun dated QS �� lO�? A regularmeet- ing of the Planning and Zoning- Commission will O /� follow the public fearing i lelC /�.G�y,,r for the .purpose `of :consid ering the public ,hearing item and lo,c induct other, A matters pertaininbl.toythe ?ra Bumgarner to ..... n Z Aredtosign inbeforethe n and subscribed before me this day of eeiing is convened y n e ,2006. Martha Gillett, TRMC City Secretary A quorum of City COar members may be pre, and participate in discus ✓ Public ,ions during this meeting, County, however, no action will be taken by Council Texas This facility has disability accommodations ava'la- ImmISSIOn Exprires ble. Requests for accom- modations or interpretive services at meetings should be made 48 hours prior to the meeting. Please contact City Secre- tary's office at (281) 471- 5020 or TOD Line (281) 471.5030.1or further infor- mation. April 11, 2010 ! KAROLYNKELLOGG '= MY COMMISSION EXPIRES /�` April 11, 2010 City of La Porte u Established 1892 TEXAS June 19, 2006 Honorable Mayor Alton Porter and City Council City of LaPorte Dear Mayor Porter: The La Porte Planning and Zoning Commission held a public hearing on Special Conditional Use Permit #SCU 06-002 on June 15, 2006. The applicant, Clay Development and Construction, Inc., seeks approval of a proposed office/warehouse facility in the Underwood Business Park located along Old Underwood Road south of State Highway 225. The Planning and Zoning .Commission, by unanimous vote (6-0), recommends that City Council consider approval of a Special Conditional Use Permit #SCU 06-002, with a change in condition #3 as listed in the SCUP that the applicant shall submit a truck circulation and truck traffic plan to the City for review. Respectfu ly Submitted, P� Pat Muston Chairperson, Planning and Zoning Commission c: Debra B. Feazelle, City Manager John Joerns, Assistant City Manager Cynthia Alexander, Assistant City Manager John Armstrong, Assistant City Attorney Planning and Zoning Commission 604 W. Fairmont Pkwy. • La Porte, Texas 77571 • (281) 471-5020'�� THE STATE OF TEXAS COUNTY OF HARRIS CITY OF LA PORTE NOTICE OF PUBLIC HEARING In accordance with the provisions of Section 106-171 of the Code of Ordinances of the City of LaPorte, and the provisions of the Texas Local Government Code, notice is hereby given that the La Porte City Council will conduct a public hearing at 6:00 P.M. on the 10th day of July, 2006, in the Council Chambers of the City Hall, 604 W. Fairmont Parkway, La Porte, Texas. The purpose of this hearing is to consider Special Conditional Use Permit Request #SCU06-002, which has been requested for a tract containing 9.046 acres of land being Reserve A, in the Underwood Business Park, located along Old Underwood Road. The property is further described as a part and being out of a 206.990 acre tract in the F. A. STAASHEN Subdivision, the Enoch Brinson Survey, Abstract 5, La Porte, Hams County, Texas. The Clay Development & Construction Inc., is seeking approval of a permit for the proposed development of office warehouse facility for SPEC 14 to be located within the park. As per ordinance, a Special Conditional Use Permit is required for the proposed development to -be located within a Planned Unit Development (P.U.D.). A regular meeting of the City Council will follow the public hearing for the purpose of considering the public hearing item and to conduct other matters pertaining to the Council. Citizens wishing to address the Council pro or con during the public hearing will be required to sign in before the meeting is convened. CITY OF LA PORTE Martha Gillett, TRMC, CMC City Secretary A quorum of City Council members maybe present and participate in discussions during this meeting, however, no action will be taken by Council. This facility has disability accommodations available. Requests for accommodations or interpretive services at meetings should be made 48 hours prior to the meeting. Please contact City Secretary's office at (281) 471-5020 or TDD Line (281) 4 71-5030for further information City Hall, 604 W. Falrmi Parkway, L4_R A&r;rexi The purpose of this he, ing is to consider Spec 820 S. 8th Street 281-471-1234 Conditional Use Per, La Porte, Texas 77571 Fax 281 -471 -57(Mich has been request, for a tract containing 9.0• \\ acres of land being R +i serve A, in the Underivoc TJ Business- Park, locat, along Old Underwoc Road. The property is fu Bamshore ether described as pa WW and being out off 07 206.990acre tract In the I A. STAASHEN Subdiv 'Serving The Riphort, L'ea Since 1947' Sion, the Enoch Bdnso Survey, ' Abstract s, L Porte, Harris County Texas. The Clay Develop ment'&Construction Inc. City of La Porte is seeking approval of CountOf Harris permit for the proposes y development of. office State of Texas warehouse facility to, SPEC 14 to be locates within the park. As per or� dinance, a Special Condi- Before me, the undersigned authority, on this date came tional Use Permit is re- quired for the proposed appeared Sandra Bumgarner, a duly authorized representativ development to be located within Planned Unit De - The Bayshore Sun, a semi -weekly newspaper published velopment(P.U.D.). generally distributed in the City of La Porte, Harris County, TexaE , who after being duly sworn, swears the published in The Bayshore Sun dated Sandra Bumgarner Sworn and subscribed before me this 12006. Notary Public Harris County, Texas My Commission Exprires April 11, 2010 ri_.nnticP : A regular meet. ing of the City Council will follow the public hearing TE OF TEXAS for the purpose of consid- ering the public hearing OF HARRIS item and to conduct other matters pertaining to the 11 PORTE Council. 1 E OF PUBLIC n,y : ' Citizens wishing FARING - to address the Council pro or con during the public n accordance, hearing will be required to ovisikns ofSecsign in before the meeting 71 oe Cod is convened. ceshe City aneAftiCITY OF LA PORTE Is here` i the a Martha Gilleft, TRMC, Pdrte Ci `il W11I CMC -duct a 1public-hearing -at City Secretary ,,6c00 P M. on the 10th day... 2006, in the I ncll Chambers of the A quorum of City Council y"� members may be present and participate in discus- sions during this meeting, however,I no action will be KAROLYN KELLOGG taken by Council - My OOMMISSION D(PIF ti- April 11. 2010 _ �This� facility has dsahility,, accommodations availa- ble. Requests for accom- modations or interpretive s services at meetings should be made 46 hours prior to the meeting. Please contact City secre- tary's office at (281) 471- 5020 or TOO Line (281) 471-5030 for further intot- mation. This permit is issued to For Development of: Legal Description: Zoning: Use: Permit Conditions: City of La Porte Special Conditional Use Permit # SCU 06-002 Clay Development & Construction Inc. Owner or Agent 800 Gessner, Suite 850, Houston TX 77024 Address Underwood Business Park (SPEC 14) Development Name Old Underwood Road at State Highway 225 Address 9.046 acres of land being Reserve "A" in a 206.990 acre tract Out of Enoch Brinson Survey A-5 La Porte, Harris County, TX. Planned Unit Development (PUD) Office/warehousing facility I. This Special Conditional Use Permit (SCUP) is not applicable to any other specific development anticipated or proposed by General Plan. 2. 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 the General Plan shall require further submittal and approval of plats, site plans, construction drawings, engineering 'analysis, covenants, etc. The applicant shall submit the truck circulation and truck traffic plan to control vehicles turning southbound on Underwood Road. 4. Provide on -site improvements, loading and unloading ramps/bays that adequately handle the volume associated with this office/ warehousing facility. 5. Fire truck access, fire suppression requirements, and fire hydrant placement shall be specified on the plans. 6. 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. 7. Provide detailed landscape and screening plans during site plan submittal. Allow existing trees and shrubs to remain as natural buffer. 8. Provide an irrigation system to ensure that all landscaping and screening is properly maintained by the owner/developer. 9. Participation in the improvement of Old Underwood Road shall be required. 10. 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: Director of Planning City Secretary M1131T Fq Staff Report Underwood Business Park June 15, 2006 Office Warehouse Facility SPEC Building #14 Special Conditional Use Permit #SCU 06-002 Requested by: Clay Development & Construction Inc. c/o Danny Martin Requested for: 9.046 acre tract out of 206.990 acres of land in the Enoch Brinson Survey, Abstract 5, described as parcel 1 under the Harris County Clerk's File No. M032856, La Porte, Harris County, Texas. Location: Old Underwood Road and State Highway 225 Present Zoning: Planned Unit Development (PUD) Requested Use: Office/Warehouse Background: A business park site consisting of approximately 207 acres located to the south of State Highway 225 and the Battleground Industrial Park located along Old Underwood Road. Underwood Business Park is an approved business/industrial complex located within the Planned Unit Development (PUD) Zone along Old Underwood Road. At this time, the developer is proposing an office/warehouse facility consisting of 42,000 sq. ft. on a parcel of land being all of Reserve A in the Underwood Business Park. The facility will have an entrance along Porter Road, a 60' wide ingress/egress and utility easement within the park off Old Underwood Road, access through Battleground Road and State Highway 225. The subject property is zoned Planned Unit Development (PUD). Development in a PUD zoning district requires an application for a general plan be filed and processed simultaneously with the Special Conditional Use Permit. The first phase of this project was initiated in May 2005 with the development of Poly One Corporation located at 9710 Porter Road. This office/warehouse facility consists of approximately 131,250 sq. ft. The second phase of the business park, consisting of 423,870 sq. ft. and 900,000 sq. ft. buildings were approved as Underwood Distribution Center. Analysis: Section 106-659 of the Code of Ordinances establishes the following criteria for review of the development projects within a PUD zone. Land Use — The City's Land Use Plan shows this area developing with industrial uses. The existing land uses of nearby properties are primarily industrial. The Battleground Industrial Park is located just Underwood Business Park SCUP #06-002 6/15/06 P&Z Meeting Page 2 of 3 Conclusion/ Recommendation north of this development. In addition, the Battleground Industrial District — Extra Territorial Jurisdiction (ETJ) of La Porte is located north of State Highway 225. Transportation — The project is located near State Highway 225 and Battleground Road, a primary arterial and major truck route. As a result, this project provides more than adequate accessibility for circulation of traffic. All traffic entering/existing will be through Porter Road along Old Underwood Road. There should be very limited impact on traffic flow within the vicinity, even after full implementation of the said business park. In addition, the traffic shall not be directed south of Underwood Road. Topography — This area is relatively flat and stable and should not be an obstacle to this type of development. Utilities and Drainage — Public facilities and services are sufficient to handle the supply of potable water, but require upgrading for fire protection in the area. In addition, provisions must be made to ensure sufficient utility extensions are provided to serve this development. Storm water drainage will be managed by on -site detention to mitigate any adverse impacts associated with this proposed development. Staff feels that the project has potential and would make a significant impact on economic development within the City of La Porte. Based on the above analysis, staff recommends approval of the General Plan and Special Conditional Use Permit with the following conditions: • This Special Conditional Use Permit is not applicable to any specific development anticipated or proposed by the General Plan. • 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, covenants, etc. Underwood Business Park SCUP #06-002 6/15/06 P&Z Meeting • Page 3 of 3 • As stated, the applicant shall take a comprehensive look at truck circulation and truck traffic to control vehicles turning southbound on Underwood Road. • . Provide on -site improvements, loading and unloading ramps/bays that adequately handle the volume associated with this office/ warehousing facility. • Fire truck access, fire suppression requirements, and fire hydrant placement shall be specified on the plans. • 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. • Provide detailed landscape and screening plans during site plan submittal. Allow existing trees and shrubs to remain as a natural buffer. • Provide an irrigation system to ensure that all landscaping and screening is properly maintained by the owner/developer. • Participation in the improvement of Old Underwood Road shall be required. • The Developer shall comply with all other applicable laws and ordinances of the City of La Porte and the State of Texas. Options available to the Commission are: • Recommend to Council approval of this SCUP with additional conditions. • Recommend to Council denial of this SCUP. Continue the public hearing at the Commission's next regular meeting to allow additional testimony and further study of this item. This results in tabling any action on this item. 'i S90'00'00'E 292.16' ---- -- .r 1 i I am u[> uum AAA E ri oaex b. @ PR0P. 12PX3W' I i I 1 WAREHOUSE FACILITY 1, (42,000 SO. Fi.) i 1 F.F-31.50 md.e H.C. PARKING SIGN SCALE. nA.. 1 n11 PAW(MC LO]4IS I I r 11 N1tWC8lE5 ONLT I I• NFDIW WIT ACLE4 DRlr<$ 1 z9z.16' _ _ �V 589.39'os'e PORTER ROAD (PRIVATE) w PARKING PRGNOEO. REGULAR: 65 _ H/C: 4 69 SIZE=98,91] S.F. TOTAL CGNCRETE PANNG 11, Its PW 7— LOCATION OF SPEC 14 FACILITY q R-s e&jA;vv Legen Rx d 0 GlP . . . . . . . Underwood Bdsiness ark � CityLimits V , I I . I PROJECT: 0 I 3 0 U Z w U_ W 3 m �a a C c C C L I� t I I II I I I 1 n CW CALLED 90'03'30" I I IH o N082828 SET 5/8"LR. PER FILE z V o J # (FNC.4'+/- SOUTH) I 76 S90000'00"E 296.18' CALLED CENTERLINE -NORTH LINE OF CALLED ENTERPRISE PRODUCTS 206,990 AC. TRACT Co. PIPELINE R.O.W./ESMT. "POSSIBLE DISCREPANCY" H.C.C.F. No. H985294 SOUTH LINE OF CALLED .- I-..-..-.-..-..-..-..-.ST NU SH-- BY McK IGH SU i 7-28- 6, FILE # 28-M-56 PROP. FENCE 100, 50' 70' *� PROP. 6" EXIST. FENCE CONCRETE PVMT. TO BE REMOVED �� PROP. FENCE �. a L I opyLd ow 4 w 0 �r U IL 70' 4040' 70' ' CO rwl 00 Y O � Z d O 7f, �Q 21 V Y � W ' �CD - - _Z-1 0o I Tl L AP1'R0 'ED RtANS 13- a o O �I ARE l<'O'D1I rCD A NEW SU31� TU THE CITY IS PROP. FENCE o 0 a 0 ' O REQUIRED RRrUA� O U] TO THE CHANGE OCCURRING EXIST. FENCE TO REMAIN - 5„ CONC. W/ #3 ® 18" C/C E.W. 100' e ' • < SEE SOiI.S REPORT FOR CASE PREPARATON PARKING LOTS /AUTOMOBILES ONLY �w nw X w <_, z 0 t� l �oF 6" CONC. W/ #4 ®18° C/C E.W. PROP. FENCE OQ SEE SOILS REPORT FOR BASE PREPARATION PROP. DOUBLE SWING GATES II ' o PROP. FENCE MEDIUM DUTY ACCESS DRIVES EXIST. FENCE rn ' - - - TO BE REMOVED ' 50' BUILDING LINE GRASS 2 SllorJ SPEC BLDG. # 14 ip 30' _ __M ---------, - -- SITE: 130,056 S.F. ------------ LO --------- 1�� - s� CONC.: 67,434 S.F. 0 � PORTER ROAD (P IVATE) BI-DG.: 42,000 S.F. v EXISI. 6" W.L ;--EXIST 24" HRPE STM. SWR EXIST. CONC. PVIAT. - I — �. OPEN AREA.: 15.9% EXIST. 3' sAN. swR. l S 8 90 3 9 06 W 295.75 S8903906"W 122.00 FORCE MAIN �1 -- - - F.H. II — — — -- — — — — — — I I x x x x C2-� -- �+. w.——`—' -- -- —EXIST. _12 W L— v — — — — — — _ ------ - - — ------- --- — ----- — — — -- V V- - -- - - - I — — —- —� ELEC. TOWER STATE OF TEXAS ) WE, C-2 REAL ESTATE HOLDINGS, LTD, AS OWNERS OF THE 5.194 ACRE TRACT DESCRIBED IN THE COUNTY OF HARRIS ) ABOVE AND FOREGOING SITE PLAN OF RESERVE C3 DO HEREBY ESTABLISH SAID DEVELOPMENT OF SAID BEFORE ME; the indersigned authority, on this day personally appeared PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. WE A.W. CLAY III AND ROBERT i CLAY, known to me to be the persons whose names FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE CONSTRUCTED IN THE are subscribed to the foregoing instrument and acknowledgment to whose that they LOCATIONS SHOWN. FURTHER, OWNERS AGREE THAT THOSE STREET S AND UTILITIES ANEDA SD RWTHNII AITETSHE BOUARS OF THS exeuted the same TR ETNDNDIEUTILTIESIBY theccapacty therein fand hhe einpstatednand asdthe tlact and rdeed xofeand in sold SITE PLAN SPECIFICALLY NOTED AS PRIVATE, SHALL BE MAINT THE OWNERS, HEIRS, SUCCESSORS AND ASSIGNS AND, FOR THE GENERAL USE OF THE PUBLIC FOR corporation. FIREMEN, FIREFIGHTING EQUIPMENT, POLICE AND OTHER EMERGENCY VEHICLES OF WHATEVER NATURE AT GIVEN UNDER MY HAND AND SEAL OF OFFICE, this — — — — — day of ALL TIMES. -----, 2008. - IN TESTIMONY WHEREOF, C-2 REAL ESTATE HOLDINGS, LTD, HAS CAUSED THESE PRESENTS TO BE SIGNED BY ALBERT W. CLAY III, ITS PRESIDENT THEREUNTO AUTHORIZED, ATTESTED BY ITS VICE PRESIDENT, ROBERT H. CLAY, AND ITS COMMON SEAL HEREUNTO AFFIXED THIS 29TH DAY OF JANUARY, 2003 - C-2 REAL ESTATE HOLDINGS, LTD Notary Public in and for the State of Texas 0.1..4 e,-1 hlnmv - A.W. CLAY III,PRESIDENT DATE 60' INGRESS/EGRESS AND UTIL ESMT. - — -- — — PARKING ANALYSIS:. WAREHOUSE: 11,200 S:F. PARKING REQUIRED: 5 OFFICE: 5,400 S.F. PARKING REQUIRED: 16.2 TOTAL PARKING REQUIRED: 4+5+16.2=26 I, DANIEL H. MARTIN, AM REGISTED UNDER THE TOTAL PARKING PROVIDED: 27 LAWS OF THE STATE OF TEXAS TO PRACTICE THE - - PROFESSIONAL OF ENGINEERING AND HEREBY CERTIFY BAR SCALE THAT ABOVE PLAT OR SITE PLAN IS TRUE AND - - - CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. B0 90 0 15 30 SCALE: 1" 30' DANIEL H. MARTIN TEXAS REGISTRATION NO. 89383 ZONING: PLANNED UNIT DE\/ELOPMENT (PUD) SPECIAL CONDITIONAL USE PERMIT #SCU07-005, 7-23-07 OFFICE WAREHOUSE FACILITY FOR: GUZZLER UNDERWOOD BUSINESS PARK 10001 PORTER ROAD, SUITE 200 LA PORTE, TEXAS 77571 VICINITY MAP KEY MAP# 539-J fREV ISSUE DATE DESCRIPTION 0 12/02/10 ISSUE FOR PERMIT 1 12/22/10 ISSUE FOR PERMIT FLOODPLAIN INFORMATION THIS TRACT OF LAND LIES OUTSIDE THE 500-YEAR FLOOD PLAIN (ZONE "X"), ACCORDING TO F.E.M.A. FEDERAL INSURANCE RATE MAP NO. 48201CO930 L; SAID MAP REVISED: JUNE 18. 2007 BENCHMARK BENCHMARK : HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (GPS OBS - GECID99). 0.3 MILES NORTH ALONG MILLER CUT-OFF RD. FROM INTERSECTION OF ",MLLER CUT-OFF RD.: & ST.HWY. 2_25 AT MAi�K TO RIGHT INSIDE j SECURITY FENCE OF "DRAGO SUPPLY CO." I LEGAL DESCRIPTION A TRACT OR PARCEL OF LAND CONTAINING 5.914 ACRES OF LAND, RESERVE "CY, 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 OWNER/DEVELOPER 11 CMI: COMMERCIAL DESIGN -BUILDERS 5599 SAN FELIPE, SUITE 1440 HOUSTON, TEXAS 77056 PHONE (713)789-2529 FAX (713)782-3755 www.claydevelopment.com TEXAS BOARD OF P�Of1E18VSdW/1! 91A0h1 kWqRE 2�GISTRf�TIQ{jMT49,V�W SUBMITTAL ��II i�Q(/ II TO THE CITY IS REQUIRED PRIOR i s r ..� n TO THE CHANGE OCCURRING. 0FTeI`��1 ,0 •' * I %{r ......� e DANIEL H MARTIN ....................... 89383 9:*4,j GI ST ER�'��i JAN 1 o By._. I;/-,fP0 SHEET SITE PLAN TITLE: PRJ NO: SPEC BLDGA14•GUZZLER SHEET NO:DATE 1 DWN .BYP05/20/T R C 1 1• y CHKD BY: MIKE H. ROBERT CLAY, VICE PRESIDENT DATE LA PORTE FIRE MARSHAL'S OFFICE PLAN REVIEW 1K Underwood Spec 14 10001 Porter Above -Ground Fire Protection / Date: 07 / 09 / 2007 Reviewed by: Clif Meekins, Fire Marshal The following items are identified by the Fire Marshal's Office during the plan review: 1) The Fire Marshal's Office must witness a function test of the above -ground Fire Protection system. 2) Contact the Fire Marshal's Office 24hrs in advance to schedule an above -ground Fire Protection system test. 120 South 2"` Street. La Porte. '1 X 77-')71 Office: 281-8674603 Fas:281-867-4629 �01 .F ire Protee v of Texas, Inc. Y DATE: June 29, 2007 Design Build specidists 5023 Addicks Satsuma, Suite H Houston, Texas 77084 (281) 858.6200 • FAX (2813 858-6207 Design • Installation • Inspections • 24 Hour Emergency Service RECbv,_. LETTER OF TRANSMITTAL 1Ut Z00% TO: City of La Ports 604 West Fairmont Pkwy La Porte, TX T7571 PROJECT: Underwood— Spec 14 10001 Porter Rd La Porte, TX 77571 TRANSMITTED VIA FROM: Jackie Spaw ATTENTION: Plan Review Dept SUBJECT: Submittal PROJECT 0: 0772 IIS Mail Courier UPS FedEa Delivered Quantity Description of Items Enclosed 3 Blueprints 1 Hydraulic Calculations 1 City of La Porte Permit Appheation Message: 1 Hydraulic Calculations RECE,vtu JUL 0 2 2007 Underwood — Spec 14 10001 Porter Rd LaPorte, TX 77571 CFPTX Project # 0772 Prodded by: Custom Fire Protection of Teras. Inc. 5023 Addicks Satsama. Suite, H Houston. TV 77084 Phone. 281-858-6200 Fax: 281-858-6207 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 .V WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D ]ODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) P6MPy 163.0 145.0 1500.0 151.2 1196.0 122.0 D AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1196.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1196.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 25.0 K=14.00 50.8 99.8 2 25.0 K=14.00 50.0 99.0 3 24.5 K=14.00 50.2 99.2 4 24.0 K=14.00 51.2 100.2 5 25.0 K=14.00 50.9 99.9 6 25.0 K=14.00 50.1 99.1 7 24.5 K=14.00 50.3 99.3 8 24.0 K=14.00 51.3 100.3 9 25.0 K=14.00 51.1 100.1 10 25.0 K=14.00 50.3 99.3 11 24.5 K=14.00 50.5 99.5 12 24.0 K=14.00 51.5 100.5 13 20.9 - - - - 67.0 - - - 14 23.2 - - - - 58.8 - - - 15 23.2 - - - - 62.2 - - - 16 21.0 - - - - 66.9 - - - 17 20.9 - - - - 67.0 - - - 18 23.2 - - - - 58.9 - - - 19 23.2 - - - - 62.3 - - - 20 21.0 - - - 67.0 - - - 21 20.9 - - - - 67.3 - - - 22 23.2 - - - - 59.2 - - - 23 23.2 - - - - 62.5 - - - 24 21.0 - - - - 67.3 - - - 25 20.9 - - - - 67.9 - - - 26 23.2 - - - - 66.9 - - - 27 23.2 - - - - 66.9 - - - 28 21.0 - - - - 67.9 - - - 29 20.9 - - - - 68.5 - - - 30 23.2 - - - - 67.5 - - - 31 23.2 - - - - 67.5 - - - 32 21.0 - - - - 68.5 - - - 33 20.9 - - - - 69.1 - - - 34 23.2 - - - - 68.1 - - - 35 23.2 - - - - 68.1 - - - RECti v JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 r NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 36 21.0 - - - - 69.1 - - - 37 , 20.9 - - - - 69.7 - - - 36 23.2 - - - - 68.7 - - - 39 23.2 - - - - 68.7 - - - 40 V 21.0 - - - - 69.7 - - - 41 20.9 - - - - 70.3 - - - 42 23.2 - - - - 69.3 - - - 43 23.2 - - - - 69.3 - - - 44 21.0 - - - - 70.3 - - - 45 20.9 - - - - 70.9 - - - 46 23.2 - - - - 69.9 - - - 47 23.2 - - - - 69.9 - - - 48 21.0 - - - - 70.9 - - - 49 20.9 - - - - 71.5 - - - 50 23.2 - - - - 70.5 - - - 51 23.2 - - - - 70.5 - - - 52 21.0 - - - - 71.5 - - - 53 20.9 - - - - 72.1 - - - 54 23.2 - - - - 71.1 - - - 55 23.2 - - - - 71.1 - - - 56 21.0 - - - - 72.1 - - - 57 20.9 - - - - 72.7 - - - 58 23.2 - - - - 71.7 - - - 59 23.2 - - - - 71.7 - - - 60 21.0 - - - - 72.7 - - - 61 20.9 - - - - 73.3 - - - 62 23.2 - - - - 72.3 - - - 63 23.2 - - - - 72.3 - - - 64 21.0 - - - - 73.3 - - - 65 20.9 - - - - 73.9 - - - 66 23.2 - - - - 72.9 - - - 67 23.2 - - - - 72.9 - - - 68 21.0 - - - - 73.8 - - - 69 20.9 - - - - 74.5 - - - 70 23.2 - - - - 73.5 - - - 71 23.2 - - - - 73.5 - - - 72 21.0 - - - - 74.4 - - - 73 20.9 - - - - 75.1 - - - 74 23.2 - - - - 74.1 - - - 75 23.2 - - - - 74.1 - - - 76 21.0 - - - - 75.0 - - - 77 20.9 - - - - 75.7 - - - 78 23.2 - - - - 74.7 - - - 79 23.2 - - - - 74.7 - - - 80 21.0 - - - - 75.6 - - - 81 20.9 - - - - 76.3 - - - 82 23.2 - - - - 75.3 - - - 83 23.2 - - - - 75.3 - - - 84 21.0 - - - - 76.2 - - - 85 20.9 - - - - 76.9 - - - 86 23.2 - - - - 75.9 - - - 87 23.2 - - - - 75.9 - - - 88 21.0 - - - - 76.8 - - - RECLi JUL 0 t 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 :! NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 89 20.9 - - - - 77.5 - - - 90 23.2 - - - - 76.5 - - - 9"1 23.2 - - - - 76.5 - - - 92 21.0 - - - - 77.4 - - - 93 20.9 - - - - 78.1 - - - 94 23.2 - - - - 77.1 - - - 95 23.2 - - - - 77.1 - - - 96 21.0 - - - - 78.0 - - - 97 20.9 - - - - 78.7 - - - 98 23.2 - - - - 77.7 - - - 99 23.2 - - - - 77.7 - - - 100 21.0 - - - - 78.6 - - - 101 20.9 - - - - 79.3 - - - 102 23.2 - - - - 78.3 - - - 103 23.2 - - - - 78.2 - - - 104 21.0 - - - - 79.2 - - - 105 20.9 - - - - 79.9 - - - 106 23.2 - - - - 78.9 - - - 107 23.2 - - - - 78.8 - - - 108 21.0 - - - - 79.8 - - - 109 20.9 - - - - 80.5 - - - 110 23.2 - - - - 79.5 - - - lll 23.2 - - - - 79.4 - - - 112 21.0 - - - - 80.4 - - - 113 20.9 - - - - 81.1 - - - 114 23.2 - - - - 80.1 - - - 115 23.2 - - - - 80.0 - - - 116 21.0 - - - - 81.0 - - - 117 20.9 - - - - 81.8 - - - 118 23.2 - - - - 80.7 - - - 119 23.2 - - - - 80.6 - - - 120 21.0 - - - - 81.5 - - - 121 20.9 - - - - 82.4 - - - 122 23.2 - - - - 81.3 - - - 123 23.2 - - - - 81.1 - - - 124 21.0 - - - - 82.0 - - - 125 20.9 - - - - 83.1 - - - 126 23.2 - - - - 82.0 - - - 127 23.2 - - - - 81.6 - - - 128 21.0 - - - - 82.5 - - - 129 20.9 - - - - 83.9 - - - 130 23.2 - - - - 82.7 - - - 131 23.2 - - - - 82.1 - - - 132 21.0 - - - - 83.0 - - - 133 20.9 - - - - 84.6 - - - 134 23.2 - - - - 83.4 - - - 135 23.2 - - - - 82.6 - - - 136 21.0 - - - - 83.5 - - - 137 20.9 - - - - 85.5 - - - 138 23.2 - - - - 84.2 - - - 139 23.2 - - - - 83.0 - - - 140 21.0 - - - - 83.8 - - - 141 20.9 - - - - 86.4 - - - RECEIvtu JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec 14 NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 142 23.2 143 25.2 144 22.9 145 20.9 146 ` 23.2 147 25.2 148 22.9 149 20.9 150 23.2 151 25.2 152 22.9 153 20.9 154 23.2 155 25.2 156 22.9 157 20.9 158 23.2 159 25.2 160 22.9 161 20.9 162 23.2 163 25.2 164 22.9 165 20.9 166 23.2 167 25.2 168 22.9 169 20.9 170 23.2 171 25.2 172 22.9 173 20.9 174 23.2 175 25.2 176 22.9 177 20.9 178 23.2 179 25.2 180 22.9 TOR 20.9 BOR 2.0 SP 1.0 UG1 -3.0 UG2 -3.0 UG3 -3.0 UG4 -3.0 UG5 -3.0 UG6 -3.0 UG7 -3.0 UG8 -3.0 UG9 -3.0 SP1 3.0 PUMP 3.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) - - - - 85.6 - - - - - - - 85.1 - - - - - - - 86.2 - - - - - - - 87.3 - - - - - - - 86.3 - - - - - - - 85.6 - - - - - - - 86.6 - - - - - - - 88.1 - - - - - - - 87.1 - - - - - - - 86.0 - - - - - - - 87.0 - - - - - - - 89.0 - - - - - - - 87.8 - - - - - - - 86.5 - - - - - - - 87.3 - - - - - - - 90.0 - - - - - - - 88.6 - - - - - - - 86.9 - - - - - - - 87.7 - - - - - - - 91.0 - - - - - - - 89.4 - - - - - - - 87.3 - - - - - - - 87.9 - - - - - - - 92.2 - - - - - - - 90.3 - - - - - - - 87.6 - - - - - - 88.1 - - - - - - - 93.6 - - - - - - - 91.3 - - - - - - - 87.9 - - - - - - - 88.3 - - - - - - - 95.1 - - - - - - - 92.5 - - - - - - - 88.2 - - - - - - - 88.3 - - - - - - - 96.9 - - - - - - - 93.8 - - - - - - - 88.5 - - - - - - - 88.4 - - - - - - - 100.81 - - - - - - - 112.9 - - - - - - - 113.3 - - - - - - - 115.3 - - - - - - - 116.5 - - - - - - - 116.8 - - - - - - - 117.2 - - - - - - - 118.3 - - - - - - - 118.6 - - - - - - - 122.5 - - - - - - - 122.8 - - - - - - - 123.2 - - - - - - - 120.8 - - - SOURCE 122.0 1196.0 RECDvc ,. JUL 0 2 2007 t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 199.1 2.203 PL 1.58 PF 7.1 13 20.9 0.0 67.0 0.0 16.8 120 FTG 2T PE -1.0 14 23.2 0.0 58.8 0.0 0.246 TL 28.86 PV Pipe: 2 199.1 2.203 PL 29.50 PF 7.3 14 23.2 0.0 58.8 0.0 16.8 120 FTG ---- PE -0.8 1 25.0 14.0 50.8 99.8 0.246 TL 29.50 PV Pipe: 3 99.3 2.203 PL 12.00 PF 0.8 1 25.0 14.0 50.8 99.8 8.4 120 FTG ---- PE 0.0 2 25.0 14.0 50.0 99.0 0.068 TL 12.00 PV Pipe: 4 0.3 2.203 PL 12.00 PF 0.0 2 25.0 14.0 50.0 99.0 0.0 120 FTG ---- PE 0.2 3 24.5 14.0 50.2 99.2 0.000 TL 12.00 PV Pipe: 5 -98_9 2.203 PL 12.00 PF 0.8 3 24.5 14.0 50.2 99.2 8.3 120 FTG ---- PE 0.2 4 24.0 14.0 51.2 100.2 0.067 TL 12.00 PV Pipe: 6 -199.1 2.203 PL 29.50 PF 10.6 4 24.0 14.0 51.2 100.2 16.8 120 FTG T PE 0.3 15 23.2 0.0 62.2 0.0 0.246 TL 43.14 PV Pipe: 7 -199.1 2.203 PL 1.58 PF 3.7 15 23.2 0.0 62.2 0.0 16.8 120 FTG T PE 1.0 16 21.0 0.0 66.9 0.0 0.246 TL 15.22 PV Pipe: 8 199.2 2.203 PL 1.58 PF 7.1 17 20.9 0.0 67.0 0.0 16.8 120 FTG 2T PE -1.0 18 23.2 0.0 58.9 0.0 0.247 TL 28.86 PV Pipe: 9 199.2 2.203 PL 29.50 PF 7.3 18 23.2 0.0 58.9 0.0 16.8 120 FTG ---- PE -0.8 5 25.0 14.0 50.9 99.9 0.247 TL 29.50 PV Pipe: 10 99.4 2.203 PL 12.00 PF 0.8 5 25.0 14.0 50.9 99.9 8.4 120 FTG ---- PE 0.0 6 25.0 14.0 50.1 99.1 0.068 TL 12.00 PV Pipe: 11 0.3 2.203 PL 12.00 PF 0.0 6 25.0 14.0 50.1 99.1 0.0 120 FTG ---- PE 0.2 7 24.5 14.0 50.3 99.3 0.000 TL 12.00 PV Pipe: 12 -99.0 2.203 PL 12.00 PF 0.8 7 24.5 14.0 50.3 99.3 8.3 120 FTG ---- PE 0 RECENLi, 8 24.0 14.0 51.3 100.3 0.068 TL 12.00 PV JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -199.3 2.203 PL 29.50 PF 10.6 8 24.0 14.0 51.3 100.3 16.8 120 FTG T PE 0.3 19 23.2 0.0 62.3 0.0 0.247 TL 43.14 PV Pipe: 14 -199.3 2.203 PL 1.58 PF 3.8 19 23.2 0.0 62.3 0.0 16.8 120 FTG T PE 1.0 20 21.0 0.0 67.0 0.0 0.247 TL 15.22 PV Pipe: 15 199.6 2.203 PL 1.58 PF 7.1 21 20.9 0.0 67.3 0.0 16.8 120 FTG 2T PE -1.0 22 23.2 0.0 59.2 0.0 0.248 TL 28.86 PV Pipe: 16 199.6 2.203 PL 29.50 PF 7.3 22 23.2 0.0 59.2 0.0 16.8 120 FTG ---- PE -0.8 9 25.0 14.0 51.1 100.1 0.248 TL 29.50 PV Pipe: 17 99.6 2.203 PL 12.00 PF 0.8 9 25.0 14.0 51.1 100.1 8.4 120 FTG ---- PE 0.0 10 25.0 14.0 50.3 99.3 0.069 TL 12.00 PV Pipe: 18 0.3 2.203 PL 12.00 PF 0.0 10 25.0 14.0 50.3 99.3 0.0 120 FTG ---- PE 0.2 11 24.5 14.0 50.5 99.5 0.000 TL 12.00 PV Pipe: 19 -99.2 2.203 PL 12.00 PF 0.8 11 24.5 14.0 50.5 99.5 8.3 120 FTG ---- PE 0.2 12 24.0 14.0 51.5 100.5 0.068 TL 12.00 PV Pipe: 20 -199.7 2.203 PL 29.50 PF 10.7 12 24.0 14.0 51.5 100.5 16.8 120 FTG T PE 0.3 23 23.2 0.0 62.5 0.0 0.248 TL 43.14 PV Pipe: 21 -199.7 2.203 PL 1.58 PF 3.8 23 23.2 0.0 62.5 0.0 16.8 120 FTG T PE 1.0 24 21.0 0.0 67.3 0.0 0.248 TL 15.22 PV Pipe: 22 0.1 2.203 PL 1.58 PF 0.0 25 20.9 0.0 67.9 0.0 0.0 120 FTG 2T PE -1.0 26 23.2 0.0 66.9 0.0 0.000 TL 28.86 PV Pipe: 23 0.1 2.203 PL 95.00 PF 0.0 26 23.2 0.0 66.9 0.0 0.0 120 FTG T PE 0.0 27 23.2 0.0 66.9 0.0 0.000 TL 108.64 PV Pipe: 24 0.1 2.203 PL 1.58 PF 0.0 27 23.2 0.0 66.9 0.0 0.0 120 FTG T PE 1.0 28 21.0 0.0 67.9 0.0 0.000 TL 15.22 PV Pipe: 25 0.0 2.203 PL 1.58 PF 0.0 29 20.9 0.0 68.5 0.0 0.0 120 FTG 2T PE -1.0 RECEIVL- 30 23.2 0.0 67.5 0.0 0.000 TL 28.86 PV JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 0.0 2.203 PL 95.00 PF 0.0 30 23.2 0.0 67.5 0.0 0.0 120 FTG T PE 0.0 3I 23.2 0.0 67.5 0.0 0.000 TL 108.64 PV Pipe: 27 0.0 2.203 PL 1.58 PF 0.0 31 23.2 0.0 67.5 0.0 0.0 120 FTG T PE 1.0 32 21.0 0.0 68.5 0.0 0.000 TL 15.22 PV Pipe: 28 0.0 2.203 PL 1.58 PF 0.0 33 20.9 0.0 69.1 0.0 0.0 120 FTG 2T PE -1.0 34 23.2 0.0 68.1 0.0 0.000 TL 28.86 PV Pipe: 29 0.0 2.203 PL 95.00 PF 0.0 34 23.2 0.0 68.1 0.0 0.0 120 FTG T PE 0.0 35 23.2 0.0 68.1 0.0 0.000 TL 108.64 PV Pipe: 30 0.0 2.203 PL 1.58 PF 0.0 35 23.2 0.0 68.1 0.0 0.0 120 FTG T PE 1.0 36 21.0 0.0 69.1 0.0 0.000 TL 15.22 PV Pipe: 31 0.0 2.203 PL 1.58 PF 0.0 37 20.9 0.0 69.7 0.0 0.0 120 FTG 2T PE -1.0 38 23.2 0.0 68.7 0.0 0.000 TL 28.86 PV Pipe: 32 0.0 2.203 PL 95.00 PF 0.0 38 23.2 0.0 68.7 0.0 0.0 120 FTG T PE 0.0 39 23.2 0.0 68.7 0.0 0.000 TL 108.64 PV Pipe: 33 0.0 2.203 PL 1.58 PF 0.0 39 23.2 0.0 68.7 0.0 0.0 120 FTG T PE 1.0 40 21.0 0.0 69.7 0.0 0.000 TL 15.22 PV Pipe: 34 0.0 2.203 PL 1.58 PF 0.0 41 20.9 0.0 70.3 0.0 0.0 120 FTG 2T PE -1.0 42 23.2 0.0 69.3 0.0 0.000 TL 28.86 PV Pipe: 35 0.0 2.203 PL 95.00 PF 0.0 42 23.2 0.0 69.3 0.0 0.0 120 FTG T PE 0.0 43 23.2 0.0 69.3 0.0 0.000 TL 108.64 PV Pipe: 36 0.0 2.203 PL 1.58 PF 0.0 43 23.2 0.0 69.3 0.0 0.0 120 FTG T PE 1.0 44 21.0 0.0 70.3 0.0 0.000 TL 15.22 PV Pipe: 37 0.0 2.203 PL 1.58 PF 0.0 45 20.9 0.0 70.9 0.0 0.0 120 FTG 2T PE -1.0 46 23.2 0.0 69.9 0.0 0.000 TL 28.86 PV Pipe: 38 0.0 2.203 PL 95.00 PF 0.0 46 23.2 0.0 69.9 0.0 0.0 120 FTG T PE 0.0 47 23.2 0.0 69.9 0.0 0.000 TL 108.64 PV RE GLiv - JUL 0 2 2007 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. .END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 0.0 2.203 PL 1.58 PF 0.0 47 23.2 0.0 69.9 0.0 0.0 120 FTG T PE 1.0 46 21.0 0.0 70.9 0.0 0.000 TL 15.22 PV Pipe: 40 0.0 2.203 PL 1.58 PF 0.0 49 20.9 0.0 71.5 0.0 0.0 120 FTG 2T PE -1.0 50 23.2 0.0 70.5 0.0 0.000 TL 28.86 PV Pipe: 41 0.0 2.203 PL 95.00 PF 0.0 50 23.2 0.0 70.5 0.0 0.0 120 FTG T PE 0.0 51 23.2 0.0 70.5 0.0 0.000 TL 108.64 PV Pipe: 42 0.0 2.203 PL 1.58 PF 0.0 51 23.2 0.0 70.5 0.0 0.0 120 FTG T PE 1.0 52 21.0 0.0 71.5 0.0 0.000 TL 15.22 PV Pipe: 43 0.0 2.203 PL 1.58 PF 0.0 53 20.9 0.0 72.1 0.0 0.0 120 FTG 2T PE -1.0 54 23.2 0.0 71.1 0.0 0.000 TL 28.96 PV Pipe: 44 0.0 2.203 PL 95.00 PF 0.0 54 23.2 0.0 71.1 0.0 0.0 120 FTG T PE 0.0 55 23.2 0.0 71.1 0.0 0.000 TL 108.64 PV Pipe: 45 0.0 2.203 PL 1.58 PF 0.0 55 23.2 0.0 71.1 0.0 0.0 120 FTG T PE 1.0 56 21.0 0.0 72.1 0.0 0.000 TL 15.22 PV Pipe: 46 0.0 2.203 PL 1.58 PF 0.0 57 20.9 0.0 72.7 0.0 0.0 120 FTG 2T PE -1.0 58 23.2 0.0 71.7 0.0 0.000 TL 28.86 PV Pipe: 47 0.0 2.203 PL 95.00 PF 0.0 58 23.2 0.0 71.7 0.0 0.0 120 FTG T PE 0.0 59 23.2 0.0 71.7 0.0 0.000 TL 108.64 PV Pipe: 48 0.0 2.203 PL 1.58 PF 0.0 59 23.2 0.0 71.7 0.0 0.0 120 FTG T PE 1.0 60 21.0 0.0 72.7 0.0 0.000 TL 15.22 PV Pipe: 49 0.0 2.203 PL 1.58 PF 0.0 61 20.9 0.0 73.3 0.0 0.0 120 FTG 2T PE -1.0 62 23.2 0.0 72.3 0.0 0.000 TL 28.86 PV Pipe: 50 0.0 2.203 PL 95.00 PF 0.0 62 23.2 0.0 72.3 0.0 0.0 120 FTG T PE 0.0 63 23.2 0.0 72.3 0.0 0.000 TL 108.64 PV Pipe: 51 0.0 2.203 PL 1.58 PF 0.0 63 23.2 0.0 72.3 0.0 0.0 120 FTG T PE 1.0 64 21.0 0.0 73.3 0.0 0.000 TL 15.22 PV RECEiv�., JUL 0 2 2007 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 0.0 2.203 PL 1.58 PF 0.0 65 20.9 0.0 73.9 0.0 0.0 120 FTG 2T PE -1.0 69 23.2 0.0 72.9 0.0 0.000 TL 28.86 Pv •Pipe: 53 0.0 2.203 PL 95.00 PF 0.0 66 23.2 0.0 72.9 0.0 0.0 120 FTG T PE 0.0 67 23.2 0.0 72.9 0.0 0.000 TL 108.64 PV Pipe: 54 0.0 2.203 PL 1.58 PF 0.0 67 23.2 0.0 72.9 0.0 0.0 120 FTG T PE 1.0 68 21.0 0.0 73.8 0.0 0.000 TL 15.22 PV Pipe: 55 0.0 2.203 PL 1.58 PF 0.0 69 20.9 0.0 74.5 0.0 0.0 120 FTG 2T PE -1.0 70 23.2 0.0 73.5 0.0 0.000 TL 28.86 PV Pipe: 56 0.0 2.203 PL 95.00 PF 0.0 70 23.2 0.0 73.5 0.0 0.0 120 FTG T PE 0.0 71 23.2 0.0 73.5 0.0 0.000 TL 108.64 PV Pipe: 57 0.0 2.203 PL 1.58 PF 0.0 71 23.2 0.0 73.5 0.0 0.0 120 FTG T PE 1.0 72 21.0 0.0 74.4 0.0 0.000 TL 15.22 PV Pipe: 58 0.0 2.203 PL 1.58 PF 0.0 73 20.9 0.0 75.1 0.0 0.0 120 FTG 2T PE -1.0 74 23.2 0.0 74.1 0.0 0.000 TL 28.86 PV Pipe: 59 0.0 2.203 PL 95.00 PF 0.0 74 23.2 0.0 74.1 0.0 0.0 120 FTG T PE 0.0 75 23.2 0.0 74.1 0.0 0.0,00 TL 108.64 PV Pipe: 60 0.0 2.203 PL 1.56 PF 0.0 75 23.2 0.0 74.1 0.0 0.0 120 FTG T PE 1.0 76 21.0 0.0 75.0 0.0 0.000 TL 15.22 PV Pipe: 61 0.0 2.203 PL 1.58 PF 0.0 77 20.9 0.0 75.7 0.0 0.0 120 FTG 2T PE -1.0 78 23.2 0.0 74.7 0.0 0.000 TL 28.86 PV Pipe: 62 0.0 2.203 PL 95.00 PF 0.0 78 23.2 0.0 74.7 0.0 0.0 120 FTG T PE 0.0 79 23.2 0.0 74.7 0.0 0.000 TL 108.64 PV Pipe: 63 0.0 2.203 PL 1.58 PF 0.0 79 23.2 0.0 74.7 0.0 0.0 120 FTG T PE 1.0 80 21.0 0.0 75.6 0.0 0.000 TL 15.22 PV Pipe: 64 0.0 2.203 PL 1.58 PF 0.0 81 20.9 0.0 76.3 0.0 0.0 120 FTG 2T PE -1.0 82 23.2 0.0 75.3 0.0 0.000 TL 28.86 PV L JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. i NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 0.0 2.203 PL 95.00 PF 0.0 82 23.2 0.0 75.3 0.0 0.0 120 FTG T PE 0.0 83 23.2 0.0 75.3 0.0 0.000 TL 108.64 PV -Pipe: 66 0.0 2.203 PL 1.58 PF 0.0 83 23.2 0.0 75.3 0.0 0.0 120 FTG T PE 1.0 84 21.0 0.0 76.2 0.0 0.000 TL 15.22 PV Pipe: 67 0.0 2.203 PL 1.58 PF 0.0 85 20.9 0.0 76.9 0.0 0.0 120 FTG 2T PE -1.0 86 23.2 0.0 75.9 0.0 0.000 TL 28.86 PV Pipe: 68 0.0 2.203 PL 95.00 PF 0.0 86 23.2 0.0 75.9 0.0 0.0 120 FTG T PE 0.0 87 23.2 0.0 75.9 0.0 0.000 TL 108.64 PV Pipe: 69 0.0 2.203 PL 1.58 PF 0.0 87 23.2 0.0 75.9 0.0 0.0 120 FTG T PE 1.0 88 21.0 0.0 76.8 0.0 0.000 TL 15.22 PV Pipe: 70 0.2 2.203 PL 1.58 PF 0.0 89 20.9 0.0 77.5 0.0 0.0* 120 FTG 2T PE -1.0 90 23.2 0.0 76.5 0.0 0.000 TL 28.86 PV Pipe: 71 0.2 2.203 PL 95.00 PF 0.0 90 23.2 0.0 76.5 0.0 0.0 120 FTG T PE 0.0 91 23.2 0.0 76.5 0.0 0.000 TL 108.64 PV Pipe: 72 0.2 2.203 PL 1.58 PF 0.0 91 23.2 0.0 76.5 0.0 0.0 120 FTG T PE 1.0 92 21.0 0.0 77.4 0.0 0.000 TL 15.22 PV Pipe: 73 0.6 2.203 PL 1.58 PF 0.0 93 20.9 0.0 78.1 0.0 0.1 120 FTG 2T PE -1.0 94 23.2 0.0 77.1 0.0 0.000 TL 28.86 PV Pipe: 74 0.6 2.203 PL 95.00 PF 0.0 94 23.2 0.0 77.1 0.0 0.1 120 FTG T PE 0.0 95 23.2 0.0 77.1 0.0 0.000 TL 108.64 PV Pipe: 75 0.6 2.203 PL 1.58 PF 0.0 95 23.2 0.0 77.1 0.0 0.1 120 FTG T PE 1.0 96 21.0 0.0 78.0 0.0 0.000 TL 15.22 PV Pipe: 76 1.4 2.203 PL 1.58 PF 0.0 97 20.9 0.0 78.7 0.0 0.1 120 FTG 2T PE -1.0 98 23.2 0.0 77.7 0.0 0.000 TL 28.86 PV Pipe: 77 1.4 2.203 PL 95.00 PF 0.0 98 23.2 0.0 77.7 0.0 0.1 120 FTG T' PE 0.0 99 23.2 0.0 77.7 0.0 0.000 TL 108.64 PV RE C LI.L JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. � NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 1.4 2.203 PL 1.58 PF 0.0 99 23.2 0.0 77.7 0.0 0.1 120 FTG T PE 1.0 100 21.0 0.0 78.6 0.0 0.000 TL 15.22 PV 'Pipe: 79 2.6 2.203 PL 1.58 PF 0.0 101 20.9 0.0 79.3 0.0 0.2 120 FTG 2T PE -1.0 102 23.2 0.0 78.3 0.0 0.000 TL 28.86 PV Pipe: 80 2.6 2.203 PL 95.00 PF 0.0 102 23.2 0.0 78.3 0.0 0.2 120 FTG T PE 0.0 103 23.2 0.0 78.2 0.0 0.000 TL 108.64 PV Pipe: 81 2.6 2.203 PL 1.58 PF 0.0 103 23.2 0.0 78.2 0.0 0.2 120 FTG T PE 1.0 104 21.0 0.0 79.2 0.0 0.000 TL 15.22 PV Pipe: 82 4.2 2.203 PL 1.58 PF 0.0 105 20.9 0.0 79.9 0.0 0.4 120 FTG 2T PE -1.0 106 23.2 0.0 78.9 0.0 0.000 TL 28.86 PV Pipe: 83 4.2 2.203 PL 95.00 PF 0.0 106 23.2 0.0 78.9 0.0 0.4 120 FTG T PE 0.0 107 23.2 0.0 78.8 0.0 0.000 TL 108.64 PV Pipe: 84 4.2 2.203 PL 1.58 PF 0.0 107 23.2 0.0 78.8 0.0 0.4 120 FTG T PE 1.0 108 21.0 0.0 79.8 0.0 0.000 TL 15.22 PV Pipe: 85 6.3 2.203 PL 1.58 PF 0.0 109 20.9 0.0 80.5 0.0 0.5 120 FTG 2T PE -1.0 110 23.2 0.0 79.5 0.0 0.000 TL 28.86 PV Pipe: 86 6.3 2.203 PL 95.00 PF 0.0 110 23.2 0.0 79.5 0.0 0.5 120 FTG T PE 0.0 ill 23.2 0.0 79.4 0.0 0.000 TL 108.64 PV Pipe: 87 6.3 2.203 PL 1.58 PF 0.0 ill 23.2 0.0 79.4 0.0 0.5 120 FTG T PE 1.0 112 21.0 0.0 80.4 0.0 0.000 TL 15.22 PV Pipe: 88 8.9 2.203 PL 1.58 PF 0.0 113 20.9 0.0 81.1 0.0 0.7 120 FTG 2T PE -1.0 114 23.2 0.0 80.1 0.0 0.001 TL 28.86 PV Pipe: 89 8.9 2.203 PL 95.00 PF 0.1 114 23.2 0.0 80.1 0.0 0.7 120 FTG T PE 0.0 115 23.2 0.0 80.0 0.0 0.001 TL 108.64 PV Pipe: 90 8.9 2.203 PL 1.58 PF 0.0 115 23.2 0.0 80.0 0.0 0.7 120 FTG T PE 1.0 116 21.0 0.0 81.0 0.0 0.001 TL 15.22 PV RECtiv�... JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 12.0 2.203 PL 1.59 PF 0.0 117 20.9 0.0 81.8 0.0 1.0 120 FTG 2T PE -1.0 118 23.2 0.0 80.7 0.0 0.001 TL 28.86 PV Pipe: 92 12.0 2.203 PL 95.00 PF 0.1 118 23.2 0.0 80.7 0.0 1.0 120 FTG T PE 0.0 119 23.2 0.0 80.6 0.0 0.001 TL 108.64 PV Pipe: 93 12.0 2.203 PL 1.58 PF 0.0 119 23.2 0.0 80.6 0.0 1.0 120 FTG T PE 1.0 120 21.0 0.0 81.5 0.0 0.001 TL 15.22 PV Pipe: 94 15.7 2.203 PL 1.58 PF 0.1 121 20.9 0.0 82.4 0.0 1.3 120 FTG 2T PE -1.0 122 23.2 0.0 81.3 0.0 0.002 TL 28.86 PV Pipe: 95 15.7 2.203 PL 95.00 PF 0.2 122 23.2 0.0 81.3 0.0 1.3 120 FTG T PE 0.0 123 23.2 0.0 81.1 0.0 0.002 TL 108.64 Pv Pipe: 96 15.7 2.203 PL 1.58 PF 0.0 123 23.2 0.0 81.1 0.0 1.3 120 FTG T PE 1.0 124 21.0 0.0 82.0 0.0 0.002 TL 15.22 PV Pipe: 97 19.9 2.203 PL 1.58 PF 0.1 125 20.9 0.0 83.1 0.0 1.7 120 FTG 2T PE -1.0 126 23.2 0.0 82.0 0.0 0.003 TL 28.86 PV Pipe: 98 19.9 2.203 PL 95.00 PF 0.4 126 23.2 0.0 82.0 0.0 1.7 120 FTG T PE 0.0 127 23.2 0.0 81.6 0.0 0.003 TL .108.64 PV Pipe: 99 19.9 2.203 PL 1.58 PF 0.1 127 23.2 0.0 81.6 0.0 1.7 120 FTG T PE 1.0 128 21.0 0.0 82.5 0.0 0.003 TL 15.22 PV Pipe: 100 24.8 2.203 PL 1.58 PF 0.2 129 20.9 0.0 83.9 0.0 2.1 120 FTG 2T PE -1.0 130 23.2 0.0 82.7 0.0 0.005 TL 28.86 PV Pipe: 101 24.8 2.203 PL 95.00 PF 0.6 130 23.2 0.0 82.7 0.0 2.1 120 FTG T PE 0.0 131 23.2 0.0 82.1 0.0 0.005 TL 108.64 PV Pipe: 102 24.8 2.203 PL 1.58 PF 0.1 131 23.2 0.0 82.1 0.0 2.1 120 FTG T PE 1.0 132 21.0 0.0 83.0 0.0 0.005 TL 15.22 PV Pipe: 103 30.3 2.203 PL 1.58 PF 0.2 133 20.9 0.0 84.6 0.0 2.5 120 FTG 2T PE -1.0 134 23.2 0.0 83.4 0.0 0.008 TL 28.86 PV REC�, JUL 0 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. .END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 104 30.3 2.203 PL 95.00 PF 0.9 134 • 23.2 0.0 83.4 0.0 2.5 120 FTG T PE 0.0 135 23.2 0.0 82.6 0.0 0.008 TL 108.64 PV Pipe: 105 30.3 2.203 PL 1.58 PF 0.1 135 23.2 0.0 82.6 0.0 2.5 120 FTG T PE 1.0 136 21.0 0.0 83.5 0.0 0.008 TL 15.22 PV Pipe: 106 36.4 2.203 PL 1.58 PF 0.3 137 20.9 0.0 85.5 0.0 3.1 120 FTG 2T PE -1.0 138 23.2 0.0 84.2 0.0 0.011 TL 28.86 PV Pipe: 107 36.4 2.203 PL 95.00 PF 1.2 138 23.2 0.0 84.2 0.0 3.1 120 FTG T PE 0.0 139 23.2 0.0 83.0 0.0 0.011 TL 108.64 PV Pipe: 108 36.4 2.203 PL 1.58 PF 0.2 139 23.2 0.0 83.0 0.0 3.1 120 FTG T PE 1.0 140 21.0 0.0 93.8 0.0 0.011 TL 15.22 PV Pipe: 109 -27.3 2.203 PL 1.58 PF 0.2 141 20.9 0.0 86.4 0.0 2.3 120 FTG 2T PE -1.0 142 23.2 0.0 85.6 0.0 0.006 TL 28.86 PV Pipe: 110 -27.3 2.203 PL 48.42 PF 0.4 142 23.2 0.0 85.6 0.0 2.3 120 FTG T PE -0.8 143 25.2 0.0 85.1 0.0 0.006 TL 62.06 PV Pipe: Ill -27.3 2.203 PL 1.58 PF 0.1 143 25.2 0.0 85.1 0.0 2.3 120 FTG T PE 1.0 144 22.9 0.0 86.2 0.0 0.006 TL 15.22 PV Pipe: 112 -12.7 2.203 PL 1.58 PF 0.0 145 20.9 0.0 87.3 0.0 1.1 120 FTG 2T PE -1.0 146 23.2 0.0 86.3 0.0 0.002 TL 28.86 PV Pipe: 113 -12.7 2.203 PL 48.42 PF 0.1 146 23.2 0.0 86.3 0.0 1.1 120 FTG T PE -0.8 147 25.2 0.0 85.6 0.0 0.002 TL 62.06 PV Pipe: 114 -12.7 2.203 PL 1.58 PF 0.0 147 25.2 0.0 85.6 0.0 1.1 120 FTG T PE 1.0 148 22.9 0.0 86.6 0.0 0.002 TL 15.22 PV Pipe: 115 17.6 2.203 PL 1.58 PF 0.1 149 20.9 0.0 88.1 0.0 1.5 120 FTG 2T PE -1.0 150 23.2 0.0 87.1 0.0 0.003 TL 28.86 PV Pipe: 116 17.6 2.203 PL 48.42 PF 0.2 150 23.2 0.0 87.1 0.0 1.5 120 FTG T PE -0.8 RE 151 25.2 0.0 86.0 0.0 0.003 TL 62.06 PV C tiv JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 117 17.6 2.203 PL 1.58 PF 0.0 151 - 25.2 0.0 86.0 0.0 1.5 120 FTG T PE 1.0 152 22.9 0.0 87.0 0.0 0.003 TL 15.22 PV Pipe: 118 30.5 2.203 PL 1.58 PF 0.2 153 20.9 0.0 89.0 0.0 2.6 120 FTG 2T PE -1.0 154 23.2 0.0 87.8 0.0 0.008 TL 28.86 PV Pipe: 119 30.5 2.203 PL 48.42 PF 0.5 154 23.2 0.0 87.8 0.0 2.6 120 FTG T PE -0.8 155 25.2 0.0 86.5 0.0 0.008 TL 62.06 PV Pipe: 120 30.5 2.203 PL 1.58 PF 0.1 155 25.2 0.0 86.5 0.0 2.6 120 FTG T PE 1.0 156 22.9 0.0 87.3 0.0 0.008 TL 15.22 PV Pipe: 121 41.1 2.203 PL 1.58 PF 0.4 157 20.9 0.0 90.0 0.0 3.5 120 FTG 2T PE -1.0 158 23.2 0.0 88.6 0.0 0.014 TL 28.06 PV Pipe: 122 41.7 2.203 PL 48.42 PP 0.8 158 23.2 0.0 88.6 0.0 3.5 120 FTG T PE -0.8 159 25.2 0.0 86.9 0.0 0.014 TL 62.06 PV Pipe: 123 41.7 2.203 PL 1.58 PF 0.2 159 25.2 0.0 86.9 0.0 3.5 120 FTG T PE 1.0 160 22.9 0.0 87.7 0.0 0.014 TL 15.22 PV Pipe: 124 52.7 2.203 PL 1.58 PF 0.6 161 20.9 0.0 91.0 0.0 4.4 120 FTG 2T PE -1.0 162 23.2 0.0 89.4 0.0 0.021 TL 28.86 PV Pipe: 125 52.7 2.203 PL 48.42 PF 1.3 162 23.2 0.0 89.4 0.0 4.4 120 FTG T PE -0.8 163 25.2 0.0 87.3 0.0 0.021 TL 62.06 PV Pipe: 126 52.7 2.203 PL 1.58 PF 0.3 163 25.2 0.0 87.3 0.0 4.4 120 FTG T PE 1.0 164 22.9 0.0 87.9 0.0 0.021 TL 15.22 PV Pipe: 127 64.1 2.203 PL 1.58 PF 0.9 165 20.9 0.0 92.2 0.0 5.4 120 FTG 2T PE -1.0 166 23.2 0.0 90.3 0.0 0.030 TL 28.86 PV Pipe: 128 64.1 2.203 PL 48.42 PF 1.9 166 23.2 0.0• 90.3 0.0 5.4 120 FTG T PE -0.8 167 25.2 0.0 87.6 0.0 0.030 TL 62.06 PV Pipe: 129 64.1 2.203 PL 1.58 PF 0.5 167 25.2 0.0 87.6 0.0 5.4 120 FTG T PE 1.0 RECt, 168 22.9 0.0 88.1 0.0 0.030 TL 15.22 PV , ` JUL 0 2 2007 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 130 76.2 2.203 PL 1.58 PF 1.2 169 20.9 0.0 93.6 0.0 6.4 120 FTG 2T PE -1.0 170 23.2 0.0 91.3 0.0 0.042 TL 28.86 PV Pipe: 131 76.2 2.203 PL 48.42 PF 2.6 170 23.2 0.0 91.3 0.0 6.4 120 FTG T PE -0.8 171 25.2 0.0 87.9 0.0 0.042 TL 62.06 PV Pipe: 132 76.2 2.203 PL 1.58 PF 0.6 171 25.2 0.0 87.9 0.0 6.4 120 FTG T PE 1.0 172 22.9 0.0 88.3 0.0 0.042 TL 15.22 PV Pipe: 133 89.1 2.203 PL 1.58 PF 1.6 173 20.9 0.0 95.1 0.0 7.5 120 FTG 2T PE -1.0 174 23.2 0.0 92.5 0.0 0.056 TL 28.86 PV Pipe: 134 89.1 2.203 PL 48.42 PF 3.5 174 23.2 0.0 92.5 0.0 7.5 120 FTG T PE -0.8 175 25.2 0.0 88.2 0.0 0.056 TL 62.06 PV Pipe: 135 89.1 2.203 PL 1.58 PF 0.8 175 25.2 0.0 88.2 0.0 7.5 120 FTG T PE 1.0 176 22.9 0.0 88.3 0.0 0.056 TL 15.22 PV Pipe: 136 102.9 2.203 PL 1.58 PF 2.1 177 20.9 0.0 96.9 0.0 8.7 120 FTG 2T PE -1.0 178 23.2 0.0 93.8 0.0 0.073 TL 28.86 PV Pipe: 137 102.9 2.203 PL 48.42 PF 4.5 178 23.2 0.0 93.8 0.0 8.7 120 FTG T PE -0.8 179 25.2 0.0 88.5 0.0 0.073 TL 62.06 PV Pipe: 138 102.9 2.203 PL 1.58 PF 1.1 179 25.2 0.0 88.5 0.0 8.7 120 FTG T PE 1.0 180 22.9 0.0 88.4 0.0 0.073 TL 15.22 PV Pipe: 139 -199.1 4.310 PL 8.33 PF 0.1 16 21.0 0.0 66.9 0.0 4.4 120 FTG ---- PE 0.0 20 21.0 0.0 67.0 0.0 0.009 TL 8.33 PV Pipe: 140 -398.4 4.310 PL 8.33 PF 0.3 20 21.0 0.0 67.0 0.0 8.8 120 FTG ---- PE 0.0 24 21.0 0.0 67.3 0.0 0.034 TL 8.33 PV Pipe: 141 -598.1 4.310 PL 8.33 PF 0.6 24 21.0 0.0 67.3 0.0 13.2 120 FIG ---- PE 0.0 28 21.0 0.0 67.9 0.0 0.072 TL 8.33 PV Pipe: 142 -598.0 4.310 PL 8.33 PF 0.6 28 21.0 0.0 67.9 0.0 13.2 120 FTG ---- PE 0. E C �'` 32 21.0 0.0 68.5 0.0 0.072 TL 8.33 PV JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN). LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. i NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 143 -598.0 4.310 PL 8.33 PF 0.6 32 21.0 0.0 68.5 0.0 13.2 120 FTG ---- PE 0.0 36 21.0 0.0 69.1 0.0 0.072 TL 8.33 PV Pipe: 144 -598.0 4.310 PL 8.33 PF 0.6 36 21.0 0.0 69.1 0.0 13.2 120 FTG ---- PE 0.0 40 21.0 0.0 69.7 0.0 0.072 TL 8.33 PV Pipe: 145 -598.0 4.310 PL 8.33 PF 0.6 40 21.0 0.0 69.7 0.0 13.2 120 FTG ---- PE 0.0 44 21.0 0.0 70.3 0.0 0.072 TL 8.33 PV Pipe: 146 -598.0 4.310 PL 8.33 PF 0.6 44 21.0 0.0 70.3 0.0 13.2 120 FTG ---- PE 0.0 48 21.0 0.0 70.9 0.0 0.072 TL 8.33 PV Pipe: 141 -598.0 4.310 PL 8.33 PF 0.6 48 21.0 0.0 70.9 0.0 13.2 120 FTG ---- PE 0.0 52 21.0 0.0 71.5 0.0 0.072 TL 8.33 PV Pipe: 148 -598.0 4.310 PL 8.33 PF 0.6 52 21.0 0.0 71.5 0.0 13.2 120 FTG ---- PE 0.0 56 21.0 0.0 72.1 0.0 0.072 TL 6.33 PV Pipe: 149 -598.0 4.310 PL 8.33 PF 0.6 56 21.0 0.0 72.1 0.0 13.2 120 FTG ---- PE 0.0 60 21.0 0.0 72.7 0.0 0.072 TL 8.33 PV Pipe: 150 -598.0 4.310 PL 8.33 PF 0.6 60 21.0 0.0 72.7 0.0 13.2 120 FTG ---- PE 0.0 64 21.0 0.0 73.3 0.0 0.072 TL 8.33 PV Pipe: 151 -598.0 4.310 PL 8.33 PF 0.6 64 21.0 0.0 73.3 0.0 13.2 120 FTG ---- PE 0.0 68 21.0 0.0 73.8 0.0 0.072 TL 8.33 PV Pipe: 152 -598.0 4.310 PL 8.33 PF 0.6 68 21.0 0.0 73.8 0.0 13.2 120 FIG ---- PE 0.0 72 21.0 0.0 74.4 0.0 0.072 TL 8.33 PV Pipe: 153 -598.0 4.310 PL 8.33 PF 0.6 72 21.0 0.0 74.4 0.0 13.2 120 FTG ---- PE 0.0 76 21.0 0.0 75.0 0.0 0.072 TL 8.33 PV Pipe: 154 -598.0 4.310 PL 8.33 PF 0.6 76 21.0 0.0 75.0 0.0 13.2 120 FTG ---- PE 0.0 80 21.0 0.0 75.6 0.0 0.072 TL 8.33 PV Pipe: 155 -598.0 4.310 PL 8.33 PF 0.6 80 21.0 0.0 75.6 0.0 13.2 120 FTG ---- PE 0.0 84 21.0 0.0 76.2 0.0 0.072 TL 8.33 PV f- REL Lsv JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 156 -598.0 4.310 PL 8.33 PF 0.6 84 21.0 0.0 76.2 0.0 13.2 120 FTG ---- PE 0.0 88 21.0 0.0 76.8 0.0 0.012 TL 8.33 PV Pipe: 157 -598.0 4.310 PL 8.33 PF 0.6 88 21.0 0.0 76.8 0.0 13.2 120 FTG ---- PE 0.0 92 21.0 0.0 77.4 0.0 0.072 TL 8.33 PV Pipe: 158 -597.8 4.310 PL 8.33 PF 0.6 92 21.0 0.0 77.4 0.0 13.1 120 FTG ---- PE 0.0 96 21.0 0.0 78.0 0.0 0.072 TL 8.33 PV Pipe: 159 -597.2 4.310 PL 8.33 PF 0.6 96 21.0 0.0 78.0 0.0 13.1 120 FTG ---- PE 0.0 100 21.0 0.0 78.6 0.0 0.072 TL 8.33 PV Pipe: 160 -595.8 4.310 PL 8.33 PF 0.6 100 21.0 0.0 78.6 0.0 13.1 120 FTG ---- PE 0.0 104 21.0 0.0 79.2 0.0 0.071 TL 8.33 PV Pipe: 161 -593.2 4.310 PL 8.33 PF 0.6 104 21.0 0.0 79.2 0.0 13.0 120 FTG ---- PE 0.0 108 21.0 0.0 79.8 0.0 0.071 TL 8.33 PV Pipe: 162 -589.1 4.310 PL 8.33 PF 0.6 108 21.0 0.0 79.8 0.0 13.0 120 FTG ---- PE 0.0 112 21.0 0.0 80.4 0.0 0.070 TL 8.33 PV Pipe: 163 -582.8 4.310 PL 8.33 PF 0.6 112 21.0 0.0 80.4 0.0 12.8 120 FTG ---- PE 0.0 116 21.0 0.0 81.0 0.0 0.068 TL 8.33 PV Pipe: 164 -573.9 4.310 PL 8.33 PF 0.6 116 21.0 0.0 81.0 0.0 12.6 120 FTG ---- PE 0.0 120 21.0 0.0 81.5 0.0 0.066 TL 8.33 PV Pipe: 165 -561.9 4.310 PL 8.33 PF 0.5 120 21.0 0.0 81.5 0.0 12.4 120 FIG ---- PE 0.0 124 21.0 0.0 82.0 0.0 0.064 TL 8.33 PV Pipe: 166 -546.3 4.310 PL 8.33 PF 0.5 124 21.0 0.0 82.0 0.0 12.0 120 FTG ---- PE 0.0 128 21.0 0.0 82.5 0.0 0.061 TL 8.33 PV Pipe: 167 -526.3 4.310 PL 8.33 PF 0.5 128 21.0 0.0 82.5 0.0 11.6 120 FTG ---- PE 0.0 132 21.0 0.0 83.0 0.0 0.057 TL 8.33 PV Pipe: 168 -501.5 4.310 PL 8.33 PF 0.4 132 21.0 0.0 83.0 0.0 11.0 120 FTG ---- PE 0.0 136 21.0 0.0 83.5 0.0 0.052 TL 8.33 PV RECE) V ,� JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. y END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 169 -471.2 4.310 PL 8.33 PF 0.4 136 21.0 0.0 83.5 0.0 10.4 120 FTG ---- PE 0.0 190 21.0 0.0 83.8 0.0 0.046 TL 8.33 PV Pipe: 170 -434.8 4.310 PL 53.00 PF 3.2 140 21.0 0.0 83.8 0.0 9.6 120 FTG 2E PE -0.8 144 22.9 0.0 86.2 0.0 0.040 TL 80.88 PV Pipe: 171 -462.1 4.310 PL 8.33 PF 0.4 144 22.9 0.0 86.2 0.0 10.2 120 FTG ---- PE 0.0 148 22.9 0.0 86.6 0.0 0.045 TL 8.33 PV Pipe: 172 -474.8 4.310 PL 8.33 PF 0.4 148 22.9 0.0 86.6 0.0 10.4 120 FTG ---- PE 0.0 152 22.9 0.0 87.0 0.0 0.047 TL 8.33 PV Pipe: 173 -457.2 4.310 PL 8.33 PF 0.4 152 22.9 0.0 87.0 0.0 10.1 120 FTG ---- PE 0.0 156 22.9 0.0 87.3 0.0 0.044 TL 8.33 PV Pipe: 174 -426.6 4.310 PL 8.33 PF 0.3 156 22.9 0.0 87.3 0.0 9.4 120 FTG ---- PE 0.0 160 22.9 0.0 87.7 0.0 0.038 TL 8.33 PV Pipe: 175 -385.0 4.310 PL 8.33 PF 0.3 160 22.9 0.0 87.7 0.0 8.5 120 FTG ---- PE 0.0 164 22.9 0.0 87.9 0.0 0.032 TL 8.33 PV Pipe: 176 -332.3 4.310 PL 8.33 PF 0.2 164 22.9 0.0 87.9 0.0 7.3 120 FTG ---- PE 0.0 168 22.9 0.0 88.1 0.0 0.024 TL 8.33 PV Pipe: 177 -268.2 4.310 PL 8.33 PF 0.1 168 22.9 0.0 88.1 0.0 5.9 120 FTG ---- PE 0.0 172 22.9 0.0 88.3 0.0 0.016 TL 8.33 PV Pipe: 178 -192.0 4.310 PL 8.33 PF 0.1 172 22.9 0.0 88.3 0.0 4.2 120 FTG ---- PE 0.0 176 22.9 0.0 88.3 0.0 0.009 TL 8.33 PV Pipe: 179 -102.9 4.310 PL 8.33 PF 0.0 176 22.9 0.0 88.3 0.0 2.3 120 FTG ---- PE 0.0 180 22.9 0.0 88.4 0.0 0.003 TL 8.33 PV Pipe: 180 -199.1 4.310 PL 8.33 PF 0.1 13 20.9 0.0 67.0 0.0 4.4 120 FTG ---- PE 0.0 17 20.9 0.0 67.0 0.0 0.009 TL 8.33 PV Pipe: 181 -398.3 4.310 PL 8.33 PF 0.3 17 20.9 0.0 67.0 0.0 8.8 120 FTG ---- PE 0.0 RECLi v 21 20.9 0.0 67.3 0.0 0.034 TL 8.33 PV �, JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. + NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 182 -597.9 4.310 PL 8.33 PF 0.6 21 20.9 0.0 67.3 0.0 13.1 120 FTG ---- PE 0.0 25 20.9 0.0 67.9 0.0 0.072 TL 8.33 PV Pipe: 183 -598.0 4.310 PL 8.33 PF 0.6 25 20.9 0.0 67.9 0.0 13.2 120 FTG ---- PE 0.0 29 20.9 0.0 68.5 0.0 0.072 TL 8.33 PV Pipe: 184 -598.0 4.310 PL 8.33 PF 0.6 29 20.9 0.0 68.5 0.0 13.2 120 FTG ---- PE 0.0 33 20.9 0.0 69.1 0.0 0.072 TL 8.33 PV Pipe: 185 -598.0 4.310 PL 8.33 PF 0.6 33 20.9 0.0 69.1 0.0 13.2 120 FTG ---- PE 0.0 37 20.9 0.0 69.7 0.0 0.072 TL 8.33 PV Pipe: 186 -598.0 4.310 PL 6.33 PF 0.6 37 20.9 0.0 69.7 0.0 13.2 120 FTG ---- PE 0.0 41 20.9 0.0 70.3 0.0 0.072 TL 8.33 PV Pipe: 187 -598.0 4.310 PL 8.33 PF 0.6 41 20.9 0.0 70.3 0.0 13.2 120 FTG ---- PE 0.0 45 20.9 0.0 70.9 0.0 0.072 TL 8.33 PV Pipe: 188 -598.0 4.310 PL 8.33 PF 0.6 45 20.9 0.0 70.9 0.0 13.2 120 FTG ---- PE 0.0 49 20.9 0.0 71.5 0.0 0.072 TL 8.33 PV Pipe: 189 -598.0 4.310 PL 8.33 PF 0.6 49 20.9 0.0 71.5 0.0 13.2 120 FTG ---- PE 0.0 53 20.9 0.0 72.1 0.0 0.072 TL 8.33 PV Pipe: 190 -598.0 4.310 PL 8.33 PF 0.6 53 20.9 0.0 72.1 0.0 13.2 120 FTG ---- PE 0.0 57 20.9 0.0 72.7 0.0 0.072 TL 8.33 PV Pipe: 191 -598.0 4.310 PL 8.33 PF 0.6 57 20.9 0.0 72.7 0.0 13.2 120 FTG ---- PE 0.0 61 20.9 0.0 73.3 0.0 0.072 TL 8.33 PV Pipe: 192 -598.0 4.310 PL 8.33 PF 0.6 61 20.9 0.0 73.3 0.0 13.2 120 FTG ---- PE 0.0 65 20.9 0.0 73.9 0.0 0.072 TL 8.33 PV Pipe: 193 -598.0 4.310 PL 8.33 PF 0.6 65 20.9 0.0 73.9 0.0 13.2 120 FTG ---- PE 0.0 69 20.9 0.0 74.5 0.0 0.072 TL 8.33 PV Pipe: 194 -598.0 4.310 PL 8.33 PF 0.6 69 20.9 0.0 74.5 0.0 13.2 120 FTG ---- PE 0.0 73 20.9 0.0 75.1 0.0 0.072 TL 8.33 PV RECLi Y �. JUL 0 2 200) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 195 -598.0 4.310 PL 8.33 PF 0.6 73 20.9 0.0 75.1 0.0 13.2 120 FTG ---- PE 0.0 7' 20.9 0.0 75.7 0.0 0.072 TL 8.33 PV Pipe: 196 -598.0 4.310 PL 8.33 PF 0.6 77 20.9 0.0 75.7 0.0 13.2 120 FTG ---- PE 0.0 81 20.9 0.0 76.3 0.0 0.072 TL 8.33 PV Pipe: 197 -598.0 4.310 PL 8.33 PF 0.6 81 20.9 0.0 76.3 0.0 13.2 120 FTG ---- PE 0.0 85 20.9 0.0 76.9 0.0 0.072 TL 8.33 PV Pipe: 198 -598.0 4.310 PL 8.33 PF 0.6 85 20.9 0.0 76.9 0.0 13.2 120 FTG ---- PE 0.0 89 20.9 0.0 77.5 0.0 0.072 TL 6.33 PV Pipe: 199 -598.2 4.310 PL 8.33 PF 0.6 89 20.9 0.0 77.5 0.0 13.2 120 FTG ---- PE 0.0 93 20.9 0.0 79.1 0.0 0.072 TL 8.33 PV Pipe: 200 -598.8 4.310 PL 8.33 PF 0.6 93 20.9 0.0 78.1 0.0 13.2 120 FTG ---- PE 0.0 97 20.9 0.0 78.7 0.0 0.072 TL 8.33 PV Pipe: 201 -600.2 4.310 PL 8.33 PF 0.6 97 20.9 0.0 78.7 0.0 13.2 120 FTG ---- PE 0.0 101 20.9 0.0 79.3 0.0 0.072 TL 8.33 PV Pipe: 202 -602.8 4.310 PL 8.33 PF 0.6 101 20.9 0.0 79.3 0.0 13.3 120 FTG ---- PE 0.0 105 20.9 0.0 79.9 0.0 0.073 TL 8.33 PV Pipe: 203 -607.0 4.310 PL 8.33 PF 0.6 105 20.9 0.0 79.9 0.0 13.3 120 FTG ---- PE 0.0 109 20.9 0.0 80.5 0.0 0.014 TL 8.33 PV Pipe: 204 -613.2 4.310 PL 8.33 PF 0.6 109 20.9 0.0 80.5 0.0 13.5 120 FTG ---- PE 0.0 113 20.9 0.0 81.1 0.0 0.075 TL 8.33 PV Pipe: 205 -622.1 4.310 PL 8.33 PF 0.6 113 20.9 0.0 81.1 0.0 13.7 120 FTG ---- PE 0.0 117 20.9 0.0 81.8 0.0 0.077 TL 8.33 PV Pipe: 206 -634.1 4.310 PL 8.33 PF 0.7 117 20.9 0.0 81.8 0.0 13.9 120 FTG ---- PE 0.0 121 20.9 0.0 82.4 0.0 0.080 TL 8.33 PV Pipe: 207 -649.8 4.310 PL 8.33 PF 0.7 121 20.9 0.0 82.4 0.0 14.3 120 FTG ---- PE 0.0 125 20.9 0.0 83.1 0.0 0.084 TL 8.33 PV RECEIVED JUL 0 2 2007 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 21 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. 1. NODES • (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 208 -669.7 4.310 PL 9.33 PF 0.7 125• 20.9 0.0 83.1 0.0 14.7 120 FTG ---- PE 0.0 129 20.9 0.0 83.9 0.0 0.088 TL 8.33 PV - Pipe: 209 -694.5 4.310 PL 8.33 PF 0.8 129 20.9 0.0 83.9 0.0 15.3 120 FTG ---- PE 0.0 133 20.9 0.0 84.6 0.0 0.095 TL 8.33 PV Pipe: 210 -724.8 4.310 PI. 8.33 PF 0.9 133 20.9 0.0 84.6 0.0 15.9 120 FTG ---- PE 0.0 137 20.9 0.0 85.5 0.0 0.102 TL 8.33 PV Pipe: 211 -761.2 4.310 PL 8.33 PF 0.9 137 20.9 0.0 85.5 0.0 16.7 120 FTG ---- PE 0.0 141 20.9 0.0 86.4 0.0 0.112 TL 8.33 PV Pipe: 212 -733.9 4.310 PL 8.33 PF 0.9 141 20.9 0.0 86.4 0.0 16.1 120 FTG ---- PE 0.0 145 20.9 0.0 87.3 0.0 0.105 TL 8.33 PV Pipe: 213 -721.2 4.310 PL 8.33 PF 0.8 145 20.9 0.0 87.3 0.0 15.9 120 FTG ---- PE 0.0 149 20.9 0.0 88.1 0.0 0.101 TL 8.33 PV Pipe: 214 -738.8 4.310 PL 8.33 PF 0.9 149 20.9 0.0 88.1 0.0 16.2 120 FTG ---- PE 0.0 153 20.9 0.0 89.0 0.0 0.106 TL 8.33 PV Pipe: 215 -769.4 4.310 PL 8.33 PF 1.0 153 20.9 0.0 89.0 0.0 16.9 120 FTG ---- PE 0.0 157 20.9 0.0 90.0 0.0 0.114 TL 8.33 PV Pipe: 216 -811.1 4.310 PL 8.33 PF 1.0 157 20.9 0.0 90.0 0.0 17.8 120 FTG ---- PE 0.0 161 20.9 0.0 91.0 0.0 0.126 TL 8.33 PV Pipe: 217 -863.7 4.310 PL 8.33 PF 1.2 161 20.9 0.0 91.0 0.0 19.0 120 FTG ---- PE 0.0 165 20.9 0.0 92.2 0.0 0.142 TL 8.33 PV Pipe: 218 -927.8 4.310 PL 8.33 PF 1.3 165 20.9 0.0 92.2 0.0 20.4 120 FTG ---- PE 0.0 169 20.9 0.0 93.6 0.0 0.162 TL 8.33 PV Pipe: 219 -1004.0 4.310 PL 8.33 PF 1.6 169 20.9 0.0 93.6 0.0 22.1 120 FTG ---- PE 0.0 173 20.9 0.0 95.1 0.0 0.187 TL 8.33 PV Pipe: 220 -1093.1 4.310 PL 8.33 PF 1.8 173 20.9 0.0 95.1 0.0 24.0 120 FTG ---- PE 0.0 177 20.9 0.0 96.9 0.0 0.219 TL 8.33 PV JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. , NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 221 -1196.0 4.310 PL 1.08 PF 3.9 177 20.9 0.0 96.9 0.0 26.3 120 FTG E PE 0.0 TOR 20.9 0.0 100.8 0.0 0.259 TL 15.02 PV Pipe: 222 -1196.0 6.403 PL 20.25 PF 3.8 TOR 20.9 0.0 100.8 0.0 11.9 120 FTG 2ECG PE 8.2 BOR 2.0 0.0 112.9 0.0 0.038 TL 102.29 PV Pipe: 223 -1196.0 8.249 PL 0.50 PF 0.0 BOR 2.0 0.0 112.9 0.0 7.2 120 FTG ---- PE 0.4 SP 1.0 0.0 113.3 0.0 0.011 TL 0.50 PV Pipe: 224 -1196.0 8.390 PL 4.00 PF 0.3 SP 1.0 0.0 113.3 0.0 6.9 140 FTG E PE 1.7 UG1 -3.0 0.0 115.3 0.0 0.008 TL 35.00 PV Pipe: 225 -1196.0 7.980 PL 27.00 PF 1.1 UGl -3.0 0.0 115.3 0.0 7.7 150 FTG 2ETG PE 0.0 UG2 -3.0 0.0 116.5 0.0 0.009 TL 135.00 PV Pipe: 226 -651.8 7.980 PL 60.00 PF 0.3 UG2 -3.0 0.0 116.5 0.0 4.2 150 FTG T PE 0.0 UG3 -3.0 0.0 116.8 0.0 0.003 TL 110.00 PV Pipe: 227 -273.1 7.980 PL 680.67 PF 0.4 UG3 -3.0 0.0 116.8 0.0 1.8 150 FTG 2EG PE 0.0 UG4 -3.0 0.0 117.2 0.0 0.001 TL 738.67 PV Pipe: 228 -273.1 7.980 PL 1950.00 PF 1.1 UG4 -3.0 0.0 117.2 0.0 1.8 150 FTG E PE 0.0 UG5 -3.0 0.0 118.3 0.0 0.001 TL 1976.00 PV Pipe: 229 -273.1 7.980 PL 536.67 PF 0.3 UG5 -3.0 0.0 118.3 0.0 1.8 150 FTG TG PE 0.0 UG6 -3.0 0.0 118.6 0.0 0.001 TL 592.67 PV Pipe: 230 -378.7 7.980 PL 1806.50 PF 1.8 UG3 -3.0 0.0 116.8 0.0 2.4 150 FTG ---- PE 0.0 UG6 -3.0 0.0 118.6 0.0 0.001 TL 1806.50 PV Pipe: 231 -651.8 7.980 PL 1338.67 PF 3.9 UG6 -3.0 0.0 118.6 0.0 4.2 150 FTG TG PE 0.0 UG7 -3.0 0.0 122.5 0.0 0.003 TL 1394.67 PV Pipe: 232 -651.8 7.980 PL 66.00 PF 0.3 UG7 -3.0 0.0 122.5 0.0 4.2 150 FTG T PE 0.0 UG8 -3.0 0.0 122.8 0.0 0.003 TL 116.00 PV Pipe: 233 -544.2 7.980 PL 3054.00 PF 6.3 UG2 -3.0 0.0 116.5 0.0 3.5 150 FTG T4LG PE 0.0 UG8 -3.0 0.0 122.8 0.0 0.002 TL 3186.00 PV RECLi `� JUL 0 21007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. 4 END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. MODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 234-1196.0 7.980 PL 20.00 PF 0.4 UG8 • -3.0 0.0 122.8 0.0 7.7 150 FTG E PE 0.0 UG9 -3.0 0.0 123.2 0.0 0.009 TL 46.00 PV - Pipe: 235-1196.0 8.390 PL 4.00 PF 0.3 UG9 -3.0 0.0 123.2 0.0 6.9 140 FTG E PE -2.6 SP1 3.0 0.0 120.8 0.0 0.008 TL 35.00 PV Pipe: 236-1196.0 8.249 PL 7.00 PF 1.2 SP1 3.0 0.0 120.8 0.0 7.2 120 FTG 2ECB PE 0.0 PUMP 3.0 SRCE 122.0 (N/A) 0.011 TL 110.00 PV NOTES: (1) Calculations were performed by the HASS 7.8 computer program under license no. 49091073 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.074 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.3 ft/sec at pipe 221. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 50.000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 50.179 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 50.148 psi (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP RECti JUL 0 2 2007 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 24 DATE: 6/27/2007 F:\HASS CALC FILES 1\UNDWD SPEC 14.SDF JOB TITLE: Underwood Spec. 14 PAGE: B MATERIAL: THNWL HWC: 120 DiLameter Equivalent Fitting Lengths in Feet E T L C B G A D N 6(in) Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 39.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 60.00 22.00 78.00 21.00 7.00 60.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 7.980 26.00 50.00 19.00 64.00 17.00 6.00 50.00 PAGE: I MATERIAL: Dynafl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 13.94 27.87 6.403 18.23 39.07 11.72 41.67 13.02 3.91 36.46 24.74 39.07 REL. .. - JUL 0 2 2007 180.0 150.0 G A U G E 120.0 P R E S S 90.0 U R E ( p 60.0 9 1 ) 30.0 N --14. 0 O WATER SUPPLY ANALYSIS ' 4 0 ♦ O > W H y.. H Jcacic: 163.00 psi Kesla: 14D.uu psi Flow: 1500.0 gpm LEGEND Available pressure 1 151.16 psi @ 1196.0 gpm Required pressure 1 2 122.04 psi 8 1196.0 gpm A. Source Supply Curve B. System Demand Curve 2 B 40n 600 Ron ]0no 1200 1400 1600 1800 20 FLOW (GPM) H M Ch N - -SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 26 DATE-6/27/2007 F:\HASS•CALC FILES-1\UNDWD SPEC 14.SDF JQB TITLE: Dndeiwood'Spec. 14 ' a .• WATER'SUPPLY CURVE 168+ 154+ \\\\\\\ I <-145.0 psi @ 1506 gpm 140•+' Flow 'Test Point , I I ' • I 126+ I X ' I I '. P112+ R I E I S I ' S 98+ U R I E I 84+ P I , ( S I 7 0+7 56+ I I I - 42+ I 28+ LEGEND " I X = Required water°Supply " I 122:04 psi @ 1196.0 gpm " 14+ " I 0 = Available Water Supply " I 151.16 psi @ 1196.0 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 100b 1200 1400 1600 1800 2000 FLOW (GPM) REL. .. JUL 0 2 2007 m Page is too large to OCR. Page is too large to OCR. z_ Q w of 0 z (n X w Ln �X w O O I I r 6 a I I qn CALL 28.2125 ACRES j I HOUSTON ASSOCIATES - I o J- � SET 5/8"I.R. (1) IQ 0 J CALIFORNIA GENERAL PARTNERSHIP (FNC.4'+/- SOUTH) \ I I cnLrna I H.C.C.F. No. N082828 I j I I I I PROP. OVERHEAD ELEC. SERVICE I ELEC. TOWER I I I I I I i t I I I II iI i� I Iz I z �I �� ;I� I W I I 0 I I I a I ! I Ld i < I I I � I I I IIn j- 7 6' S9000000E 879.49' I I I PROP. FIRE HYDRANT PROP. POWER POLE GRASS II �I i! io i l 01 al I I OI I I I I IJ I o W I I I EXIST. 12" WATFRUNE (PUBLIC) - iIN I i � I III I i W I I I z ''' i l a I. w l ,I II I I l a i � I I I II i ii 1-2 I LIJ I l l i CURBOP. (TYP) I � I PROP. 1" DOM. WATER METER I AND 1" IRRIG. METER WITH. II I I BACKFLOW PREVENTERi I II it I I I I I I I I I I I I I I— — — — — — I: I ELEC. TOWER WE, C-2 REAL ESTATE HOLDINGS, LTD, AS OWNERS OF THE 9.046 ACRE TRACT DESCRIBED IN THE ABOVE AND FOREGOING SITE PLAN OF SPEC #14 DO HEREBY ESTABLISH SAID DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. WE FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN. FURTHER, OWNERS AGREE 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, HEIRS, SUCCESSORS AND ASSIGNS AND, FOR THE GENERAL USE OF THE PUBLIC FOR FIREMEN, FIREFIGHTING EQUIPMENT, POLICE AND OTHER EMERGENCY VEHICLES OF WHATEVER NATURE AT ALL TIMES. IN TESTIMONY WHEREOF, C-2 REAL ESTATE HOLDINGS, LTD, HAS CAUSED THESE PRESENTS TO BE SIGNED BY ALBERT W. CLAY III, ITS PRESIDENT THEREUNTO AUTHORIZED, ATTESTED BY ITS VICE PRESIDENT, ROBERT H. CLAY, AND ITS COMMON SEAL HEREUNTO AFFIXED THIS 21TH DAY OF JULY, 2006 C-2 REAL ESTATE HOLDINGS, LTD ["\A I (1 I 0 x — 28 76' PROP. 120' X 350' WAREHOUSE FACILITY (42,000 SQ. FT.) F.F.=31.50 20' SLIDING GATE PROP. 6" CLEANOUT (SAMPLE WELL) PROP. SAN. SWR. LIFT STATION PROP. 2" SAN. SWR. FORCE MAIN 0 CALLED CENTERLINE ENTERPRISE PRODUCTS Co. PIPELINE R.O.W./ESMT. H.C.C.F. No. H985294 Li RESERVE A 9.046 ACRES 394,060 SQ. FT. 100' 30' SLIDING GATE NNj h( GRASS LJ ^ GRASS V �II 30. w ® w _ -- - - cc - --- - - -----------------� ----------- --- T 'n 01 i IST. 3" SAN. SWR FORCE MAIN � C9 ,��J� o PRIVATE SAN. SWR. o 28' m l m ✓ EXIST. 18" STM. SWR. EXIST. 3" SAN. SWR. FORCE MAIN y �I CITY OF LA PORTE MON. No. 84 EXIST. CONC. JPVMT S89039'06"W 879.05' F.H. x EXIST_12" W.L_�PUBL11W.V. RESERVE "B" PACKWELL DISTRIBUTION CENTER 22.780 ACRES 992,318 SO. FT. I, DANIEL H. MARTIN, AM REGISTED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSIONAL OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADII, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT. DANIEL H. MARTIN TEXAS REGISTRATION NO. 89383 SOUTH LINE OF CALLED STRANG SUBD. AS SHOWN BY McKNIGHT SUR., 7-28-56, FILE # 28-M-56 8' CHAINLINK WITH RAZOR WIRE AND PRIVACY SLATS. 0 O 0 150' 0) BUILDING LINE EXIST. 6" W.L. EXIST. 24" HDPE STM. SWR. PORTER ROAD (PIVATE) W.V. EXIST. 12_' W.L. _ 60' INGRESS/EGRESS AND UTIL. ESMT. THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THI SITE PLAN AND DEVELOPMENT OF _____ IN CONFORMANCE WITH THE ORDINANC S OF THE TY OF LA PORTE. y� BY: —— _____ _ C DIRECTOR ATE COMMUNITY DATE DE PM NT DEPARTMENT ATTEST: __---- -- s� -07 -- -------- LA PORTE CITY ENGINEER DATE ZONING: PLANNED UNIT DEVELOPMENT (PUD) �?. SPECIAL CONDITIONAL USE PERMIT #SCU06-002, 7-10 w F- z LiJ U m0 w z m w Qcn � L� 0 00 w rillw U) 0 -i 00 N N .- C0 O� w v Q w PARKING PROVIDED: REGULAR: 17 H/C: 1 18 SPEC. BLDG. #14 SITE: 130,056 S.F CONC.: 67,434 S.F BLDG.: 42,000 S.F OPEN AREA.:15.9% BAR SCALE 0 15 30 60 90 SCALE: 1" = 30' PRO IvcT- OFFICE WAREHOUSE FACILITY FOR: SPEC 14 10001 PORTER ROAD REV ISSUE DATE DESCRIPTION 0 05/04/06 ISSUE FOR REVIEW 1 05/04/07 REVISE PARKING/FENCING c ffF ,. rw h i - tt 3 VICINITY MAP KEY MAP# 539-J FLOODPLAIN INFORMATION THIS TRACT OF LAND LIES OUTSIDE THE 500—YEAR FLOOD PLAIN (ZONE "X"), ACCORDING TO F.E.M.A. FEDERAL INSURANCE RATE MAP NO. 48201CO930 J; SAID MAP REVISED: NOVEMBER 6, 1996. BENCHMARK BENCHMARK : HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (CPS OBS — GEOID99). 0.3 MILES NORTH ALONG MILLER CUT—OFF RD. FROM INTERSECTION OF ,MILLER CUT—OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DRAGO SUPPLY C0." LEGAL DESCRIPTION A TRACT OR PARCEL OF AND CONTAINING 9.046 ACRES OF LAND BEING ALL OF RESERVE "A" IN THE UNDERWOOD BUSINESS PARK SUBDIVISION, 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.) NUMBE4.M-032856 ell to ,0VN&R0EVE �OPER 1r 800 GESSNER, SUITE 850 HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 �F E❑ :* Ir OP DANIEL H. MARTIN I..................... / 1. -b'. 89383 i rr0� fFCISTERF� i 9/•7-q/ 0 7 SHEET SITE PLAN TITLE: PRJ NAME: SPEC 14 SHEET NO: Cleo DATE: 5/04/06 DWN BY: PJR CHKD BY: DHM LAWN SPRINKLER MINIMUM REQUIREMENTS 1) Permit is required and installation must be performed by one of the two parties: a) State licensed, insured Master Plumber or Irrigator. b) Homeowner(s) who have completed required city paperwork. 2) A certification (as referenced in Item 8 below) shall be provided to the City Inspector at the time of the required trench cover-up inspection. 3) No lateral lines or sprinkler heads may. be located within a City right -of --way. 4) Minimum Schedule 40 PVC pipe is required from the water meter to system control valves. 5) Asa minimum, an atmospheric type vacuum breaker with a full -flow ball valve or gate. valve is required on the customer side of the meter. It shall be installed downstream of the last control valve at least six -inches (6') above the level of the highest sprinkler head. 6) If a double check type back pressure backflow preventer is used it must be equipped with a full -flow valve(s):and test cock(s): 7) If injector type fertilizerfmsecticidetchemical feeder is used, a reduced pressure zone . backflow preventer (RPZ) assembly [with a full -flow valve(s) and test cock(s)] is required. 8) Certification of installation is required on all backflow preventive devices. a) A certification certificate shall be provided to the City upon installation of the device. This certificate should be provided to the City Inspection Services Division for forwarding to the Public Works Department. b) If an RPZ is used, the initial installation certificate is required and au annual . certificate shall be provided to the City annually. The initial certificate shall be supplied 'to the Inspection Service's Division as referenced above but the annuat certificates shall be supplied directly to the City's Public Works Department - 2963 N. 23"' Stteet; Attn. Water Superintendent ®t1281-471=9650. 9) lnstallation of commercial and residential lawn sprinklei; systems shall comply with manufacfurer installation _requirements and the city'k current plumbing code.. (All protective devices shall be installed in an accessible location to'allow for inspection and maintenance and to isolate the sprinkler system fi»m all other piping in the system.) 10) Pressure water lines must be a minimum 12" deep and lateral lines a minimum of 6" deep. S:%CPSLarequspectims\LAWN SPRiNI= MIN RQmrs.doc MayO6 Rev. 0 Ix t TO RONE ENGINEERING REPORT NO. 05-9946 FOR TRUCTION CRITERIA AND SOILS INFORMATION. E SUBGRADE SURFACE TO FINAL GRADE. CONCRETE: P.S.I. COMPRESSIVE STRENGTH 0 28 DAYS 500 FLEXURAL STRENGTH 0 5 DAYS WITH 3 TO 5 :ENT ENTRAINED AIR. Ili �i i j I j SET 5/8"I.R. (FNC.4'+/— SOUTH) I r— r I� M M Lr IJ CALLED 90'03'30" NORTH LINE OF CALLED CALLED CENTERLINE d oo v PER FILE # N082828 NORTH 0 AC. TRACT ENTERPRISE PRODUCTS go a ` Co. PIPELINE R.O.W./ESMT. POSSIBLE DISCREPANCY" H.C.C.F. No. H985294 S90°00'0013E 292.16' I i .I_.._..—.._.._..-.._.._.._.._.._.._.._.._.._.:_.._..—..—..—...—..—_.—..—..—..—..—.—..—..—.. VON*— ...... ...SOUTH ... j i I R3' R3' STTRANG LINE SUBD.FASALLED SHOWN GRASS BY McKNIGHT SUR., 7-28-56, j FILE # 28-M-56 — — — — — — — — — — EiT — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------- I �I cr T(1WFR I � — I Il `' 18' c I Iw I I I I II I I, o I o I I ' I PROP. r� I I '0 I I j CURB (TYP.) i 1 j I I('R I I I M I I I I 24' FBI MOUNT H/C SIGN ON BLDG. MOUNT H/C SIGN ON BLDG. PROP. 120' X 350' WAREHOUSE FACILITY 0 (427000 SQ. FT.) F.F.=31.50 MOUNT H/C SIGN ON BLDG. MOUNT H/C SIGN ON BLDG. 100' IC-1 120' oom GRASS GRASS o 111v M O 30. Q I I EXIST. " SAN• SWR. ORCE MAIN c h In n : I II i I i, / I !!,,EXIST. 18" STM. SWR. i/ - I I , EXIST. -3" SAN. SWR. I i FORCE MAIN — — — — — — I i � III I ,— � I j II I I El TOWER CITY uu,"Il Y LEGEND +ry�9 EXIST. GRADE FIRE LANE (NO PARKING) i1i'll l PROP. RAIL ROAD ii '--EXIST. CONC.{r''YMT. S89039'06" W 292.16' it II II F.H. II Y" --_---_— __ u EXIST. 12W.L. W.V. R /rp I�• •Dr•AP �a �-e r,4 1162 Q SG%. YG /11at� m O CC\2 O Io 50' BUILDING LINE 6" CURB r 6' 10, 6' I SECTION: HANDICAP RAMP NOT TO SCALE r,. T -01 SIGN ` ALUMINUM SIGN WITH BAKED ENAMEL PAINT.(BLUE W/ WHITE -� —� LETTERS AND SYMBOL) I 10"x18" ALUMINUM SIGN WITH BAKED ENAMEL iu PAINT.(BLUE W/ WHITE yy1 LETTERS) iixlssetl l0 1- Z 2 1/2" O.D. _ GALVINIZED POST. b N 12" TOP OF CONC, —III-1 I ., � •,•: III III —I ' o II = 12' DIA. x 30' DEEP CONC. PIER ti -II III, I .III H.C. PARKING SIGN SCALEI nrtrsr EXIST. 6" W.L. EXIST. 24" HOPE STM. SWR. PORTER READ (PRIVATE) W'V' EXIST. 12" W.L. 60' INGRESS/EGRESS AND UTIL. ESMT. 5" CONIC. W/ #3 ® 18" C/C E.W. II ••':. •.9 ' ri�f 6" LIME STABILIZED (7%) SUBGRADE PARKING LOTS AUTOMOBILES ONLY 6" CONC. W/ #4 @ 18" C/C E.W. , 6' LIME STABILIZED (7%) SUBGRADE MEDIUM DUTY ACCESS DRIVES PARKING PROVIDED: REGULAR: 65 H/C: 4 69 SITE= 98,917 S.F. TOTAL CONCRETE PAVING BAR SCALE 0 15 30 60 90 SCALE: 1 " = 30' PROJECT: 50' BUILDING LINE 6" CURB r 6' 10, 6' I SECTION: HANDICAP RAMP NOT TO SCALE r,. T -01 SIGN ` ALUMINUM SIGN WITH BAKED ENAMEL PAINT.(BLUE W/ WHITE -� —� LETTERS AND SYMBOL) I 10"x18" ALUMINUM SIGN WITH BAKED ENAMEL iu PAINT.(BLUE W/ WHITE yy1 LETTERS) iixlssetl l0 1- Z 2 1/2" O.D. _ GALVINIZED POST. b N 12" TOP OF CONC, —III-1 I ., � •,•: III III —I ' o II = 12' DIA. x 30' DEEP CONC. PIER ti -II III, I .III H.C. PARKING SIGN SCALEI nrtrsr EXIST. 6" W.L. EXIST. 24" HOPE STM. SWR. PORTER READ (PRIVATE) W'V' EXIST. 12" W.L. 60' INGRESS/EGRESS AND UTIL. ESMT. 5" CONIC. W/ #3 ® 18" C/C E.W. II ••':. •.9 ' ri�f 6" LIME STABILIZED (7%) SUBGRADE PARKING LOTS AUTOMOBILES ONLY 6" CONC. W/ #4 @ 18" C/C E.W. , 6' LIME STABILIZED (7%) SUBGRADE MEDIUM DUTY ACCESS DRIVES PARKING PROVIDED: REGULAR: 65 H/C: 4 69 SITE= 98,917 S.F. TOTAL CONCRETE PAVING BAR SCALE 0 15 30 60 90 SCALE: 1 " = 30' PROJECT: OFFICE WAREHOUSE FACILITY FOR: SPEC 14 REV ISSUE DATE DESCRIPTION 0 05/04/06 ISSUE FOR REVIEW "�a1rh� 1`+, t`t UNpE 4 t "'ii f msu tj it hr r" R" k 5,51 Y wd `� b J rrr � " tx TAB `ss a t � d +z�l>ttI{, g s } up, r�10,�� Af . t � .� # e ..S� N•U� , FyvT'kYr' { a{ t�zr •� rf'r E . S Yt�f �" e�',k�` � i � d a �t 3 r�' F��N^/P .:. $ ' r yri yL j •� n jaPj 3 { r � xe• iII t 1 +. ° • �, r d h dk aE R P+I�j "? M � • ,� ' � i , � VICINITY MAP KEY MAP# 539-J FLOODPLAIN INFORMATION THIS TRACT OF LAND LIES OUTSIDE THE 500—YEAR FLOOD PLAIN (ZONE "X"), ACCORDING TO F.E.M.A. FEDERAL INSURANCE RATE MAP NO. 48201CO930 J; SAID MAP REVISED: NOVEMBER 6, 1996. BENCHMARK BENCHMARK : HGCSD 42, ELEV.= 26.1, REF.TO NAD 83, (CAPS OBS — GEOID99). 0.3 MILES NORTH ALONG MILLER CUT—OFF RD. FROM INTERSECTION OF 'MILLER CUT—OFF RD. & ST.HWY. 225 AT MARK TO RIGHT INSIDE SECURITY FENCE OF "DP,AGO SUPPLY CO." LEGAL DESCRIPTION A TRACT OR PARCEL OF LAND CONTAINING 2.944 ACRES OF LAND OR 128,242 SQ. FT., 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 �s ITY COPY s1 ; ,. a n'dvi �.z,�"..avu4.'td ..w�a..�_iC�Yw —r�s•� 800 GESSNER, SUITE 850 ,. HOUSTON, TEXAS 77024 PHONE (713)789-2529 FAX (713)782-3755 S�P(�OFTE;9J II ri i40 ........................, / DANIEL H. MARTIN /..................... It 89383 '�4� JUN 2 4 Zoo? ]ST l SI ` V01VOL SHEET TITLE: SITE PLAN PRJ NAME: SPEC 14 SHEET NO: c� • O DATE: 5/04/06 DWN BY: PJR CHKD BY: DHM Page is too large to OCR. ivlINORDEVELOPIb==PLANS BUILDING PERMIT RELEASE FORMI /� Q Z00j Development Name: C��2G✓dG�zPiYJ /�✓� - ��1., !¢ G✓/� r Address: % 006 . CLP Project No. 07- 830 Date Project Reproducible Received: 0 - 3 0 - 07 DateReproducible-is `Forwarded toDirector for Signature; Date Reproducible is Filed in Drafting Div.: Date Release Form Provided to Inspection Services Div.: 9 .- , f� B7 The site plan for the proposed project has:been approved and released by the Planning Department The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. ' PLACE COMPLETED REMEEFORMIN CONMUCIYON.IOB FILE _ ql G o7 SACPShara\1=ections1STTEPLAN RELEASE FORMdoc 01-2000Rev. �- //-61 E- W&t j to G..IA 'Ab, -