Loading...
HomeMy WebLinkAboutBSWP2016-1553LOT: 0 I .-III 10 A1300][9111al � �'c BLOCK: CURRENT MAILING ADDRESS: CITY/STATE/ZIP: i.z ,q_k( PH: # Fax # PROPERTY OWNER: a j Y DATE OF ISSUANCE:,� a`' PERMIT #: l i p —6 3 PLEASE PRINT SUBDIVISION: CURRENT MAILING ADDRESS: 1 14 CITY/STATE/ZIP: � � / t' ) PHONE NUMBER: _ PROJECT VALUE: $ (1 n 0 FIRE SPRINKLERED? DESCRIPTION OF WORK TO BE DOP USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: **Total Square Footage under roof: YES NO Square Footage of alteration/addition: ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) ❑ 1 hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFELE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND O ERAL AGENCY(S). . PR,�N�AME- PH ME SIGNATURE 4 P {{H�#: >d7 - 4 :3` 15 FAX # EMAIL: X IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: J3 Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES — NO Front: 1 •• 1 Electrical Division: Building Depth: i( " Left: 41 Plumbing Zoning: °7 ° Building Width: 3 t9 Rear: 6 ► Mechanical Occupancy Load: Right: 61 Plan Review Approval: Date: L1•Q I -2o)6 Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: CQ• Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees:, 7,5 Lot Drainage Submitted: Approved: ° 3-2Z V, Total Amount Due: ?S. -175 P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 p , 8 :FORMS\DSPERMI ATIONS 1/02-Rev.11/04,5/06,2/07,11/09,4/11 BUILDING SWIMMING POOL NiRIssue Date: May 4, 2016 t7 E A S PROJECT DESCRIPTION: Install In -Ground Pool Spa t City of Grapevine LOCATION P.O. Box 95104 1252 Huron Dr. Grapevine, TX 76099 Grapevine, TX 760 (817) 410-3165 Voice (817) 410-3012 Fax CONTRACTOR Claffey Pools P.O. Box 92278 Southlake, TX 76092 (817)704-2362 Phone (817) 421-2670 Fax ccrisp@claffeypools.com OWNER David Grogan 1252 Huron Dr Grapevine, TX 76051 AVAILABLE INSPECTIONS ► Building Setback (required) Belly Steel Bonding (required) ► Deck Steel & Bonding of deck. (required) > Fence Final (required) Lot Drainage Inspection (required) Building Final (required) LEGAL Lake Pointe Blk 3 Lot 20a 51 INFORMATION * CONSTRUCTION TYPE VB • OCCUPANCY GROUP R -3/U *ZONING DISTRICT R-7.5 *APPLICANT NAME Kim Gay —APPLICANT PHONE NUMBER 817-798-8345 APPROVED TO ISSUE ELECTRIC YES APPROVED TO ISSUE PLUMBING YES County Tarrant SETBACK: FRONT 1:1 SETBACK: LEFT 7.5' SETBACK: REAR 6' SETBACK: RIGHT 6' Square Footage 501 VALUATION 39000 WATER DEPT. LOT DRAINAGE FEE 150.00 FEES TOTAL = $ 625.75 Building Permit Fee $ 475.75 Residential Lot Drainage Fee $ 150.00 PAYMENTS TOTAL = $ 625.75 Claffey Pools (Charlie Claffey) Check on 05/04/2096 ($625.75) Note: CK011194 NOTICES 1) All work must be done in compliance with the 2006 International Building Code. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. READ AND SIGN MYGOV.US City of Grapevine I BUILDING SWIMMING POOL I BSWP-16-1553 I Printed 05/04/16 at 10:22 a.m. Page 1 of 3 I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR H, NDICAPPED j Signature Date MYGOV.US City of Grapevine I BUILDING SWIMMING POOL I BSWP-16-1553 I Printed 05/04/16 at 10:22 a.m. Page 2 of 3 City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax ELECTRICAL PERMIT - MISC Issue Date: May 26, 2016 PROJECT DESCRIPTION: NEW IN GROUND PC LOCATION 1252 Huron Dr. Grapevine, TX 76051 BLDG. PERMIT #BSWP 16-1877 LEGAL Lake Pointe Blk 3 Lot 20a CONTRACTOR INFORMATION Mackie Electric Co. Inc. County Tarrant State ID # 10383 Square Footage 532 3819 Austin Lane Ft. Worth, TX 76111 FEES TOTAL = $ 37.00 (817)759-2000 Phone Electrical Miscellaneous Fee $ 37.00 (817) 759-2111 Fax (817) 946-6830 Mobile PAYMENTS TOTAL = $ 37.00 mackie@mackieelectric.com Mackie Electric Co. Inc. (Mackie L Hohrine) ($37.00) Cc on 05/25/2016 OWNER NOTICES David Grogan 1252 Huron Dr ALL work must be done it I compliance with the 2005 NATIONAL ELECTRIC Grapevine, TX 76051 CODE. AVAILABLE INSPECTIONS ► Belly Steel Bonding (required) PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, w Deck Steel Bonding (required) ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE ► Electrical Final (required) (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL MYGOV.US City of Grapevine I ELECTRICAL PERMIT - MISC I EMISC-16-1956 I Printed 05/26/16 at 8:14 a.m. Page 1 of 3 JUN 2 2016 gvv Issu ai�FOI T E X A 8 - c CITY OF GRAPEVINE :JLUN 2 201:6 uql (CIRCLE ONE) MECHANICAL ® ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS PERMIT APPLICATION (PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FOR PERMIT # (trcpo q BLDG, PERMIT p7)- - ':5 DATE- b B ADDRESS: SUITE # DESCRIPTION OF WORK: \C3 I VIA INA PROPERTY OWNER: CONTRACTING COMPA ADDRESS: ADDRESS: CITYISTATE/ZIP: CITYISTATEIZIP: PHONE NUMBER: PHONE NUMBER: 9 �� j 6 (\�_ TYPE OF OCCUPANCY BUILDING AREA SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE I. R-3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 6118 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ. FOOT UNDER 2,251- 3,000 $ 96.43 ROOF 3,001 - 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE 11. A, E, 1, R-1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 - 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00+.02 FOOT INSTITUTIONAL EACH TRADE 111. B, F, H, M, S, U OFFICE, RETAIL, WHOLESALE, 1- 500 $ 37.00 GARAGES, FACTORIES, 501- 50,000 $ 32.00+ .01 PER f WORKSHOPS, SERVICE 50,001- 100,000 $ 182.00+ .007 SQUARE STATIONS, WAREHOUSE 100,001+ $ 582.00+ .003 FOOT CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007 PER $ 100,001- 500,000 500,001+ $ 327.00+ .005DOLLAR $ 1,327.00+.003 IVALUATION__ $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 C:\Users\sbatte\AppData\Local\Mjcrosoft\Windows\Temporary Internet Files\Content.Outlook\G8OE6GQF\MEP APPLICATION 4-1 l.doc WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OFPLANS SHALL BE SUBMITTED |NHARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BESUBMITTED ASREQUIRED BfCODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. * INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR M|N|MUM)---------------.. $42.00/H0UR° °REINSPECTION FEE8—.................... ............ —....... ---....... ...... —........... ............. ........ $42I0 � PERMITS FOR WHICH NDFEE IS SPECIFICALLY |NDICATED—... ......... ......... -------......... $370O ° INSPECTIONS FOR WHICH NOFEE |SSPECIFICALLY INDICATED (1/3HOUR MINIMUM) ....... ......... ... $42.00AHOUR � ADDITIONAL PLAN REVIEW REQUIRED BYCHANGES, ADDITIONS, ORREVISIONS T0 APPROVEDPLANS. ............ ............ --------......... ---....... .... ..... ......... —..... —'342.00/1-K}UR ° BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE2596OFTHE FEES ESTABLISHED |NTHIS TABLE ° FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH... ... —ACTUAL COSTS** I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TOTHE DOCUMENTS APPROVED BYTHE BUILDING DEPARTMENT AND |NCOMPLIANCE WITH THE CITY OFGRAPEVINE CODES REGULATING CONSTRUCTION. |T|GUNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. |FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED 000MPLY WITH ANY FEDERAL, STATE, AND /OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED |NACCORDANCE WITH THOSE LAWS, AND THAT VEI31FISCA�T�F�NERGY CODE COMPLIANCE SHALL BESUBMITTED TOTHE CITY UPON REQUEST. SIGNATUREZ RACCT`O�ROR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) *OR THE TOTAL HOURLY COST T0THE JURISDICTION WHICHEVER |SGREATER. —ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD Development Services Department, Building Inspections The City ofGrapevine *P�lBox 95l84* Grapevine, Texas 7609 *(0l7)4lV3l65 Fax (817) 410-3012 * www.grapevinetexas.gov mm=° APPLICATION w`*= City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax CONTRACTOR PLUMBING PERMIT - MISC Issue Date: June 2, 2016 PROJECT DESCRIPTION: Plumbing For P -Trap & Heater To Pool LOCATION 1252 Huron Dr. Grapevine, TX 76051 Kel-Tex Construction (PLBG) State I D # 38859 P. O. Box 150963 Fort Worth, TX 76088 (817)401-5268 Phone (817)594-3622 Fax (817) 821-3179 Mobile heather@keltexconstruction.com OWNER David Grogan 1252 Huron Dr Grapevine, TX 76051 AVAILABLE INSPECTIONS r Plumbing P -Trap (required) b. Plumbing Customer Sevice Inspection (required) a Plumbing Final (required) LEGAL Lake Pointe Blk 3 Lot 20a INFORMATION County Tarrant FEES TOTAL = $ 37.00 Plumbing Miscellaneous Fee $ 37.00 PAYMENTS TOTAL = $ 37.00 Kei-Tex Construction (PLBG) (VP McCuistion) Check on 06/02/2016 ($37.00) Note: CK#16416 NOTICES ALL work must be done in compliance with the 2006 INTERNATIONAL PLUMBING CODE. PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL MYGOV.US City of Grapevine I PLUMBING PERMIT - MISC I PMISC-16-2040 1 Printed 06(02(16 at 9:10 a.m. Page 1 of 3 B SU MITTED TO THE CITY UPON REQUEST. Signature Date MYGOV.US City of Grapevine I PLUMBING PERMIT - MISC I PMISC-16-2040 I Printed 06/02/16 at 9:10 a.m. Page 2 of 3 v JUN Issue Date: ,�- OF GRAPEVINE .. (CIRCLE ONE) MECHANICAL - ELECTRICAL - PLUMBING - IRRIGATION FUELGAS PERMIT .., • C-411— .- PERMIT #/^ BLDG. PERMIT # DATE: f JOB ADDRESS: - dq SUITE # l DESCRIPTION OF WORK: PROPERTY OWNER:' (� CONT ACTING COMPANY: ADDRESS: ADDRESS: CITY/STATE/ZIP: CITY/STATE/ZIP: �J 7)c �� f 7t 1 PHONE NUMBER: PHONE NUMBER: _) _ TYPE OF OCCUPANCY BUILDING AREA (SQ FT PER MIT FEES �:: AMOUNT DUE EACH TRADE I. R-3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750— 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ. FOOT UNDER 2,251- 3,000 $ 96.43 ROOF 3,001 - 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, I, R-1 1- 500 $ 37.00 HOTELS, APARTMENTS, 501 —100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 — 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00+.02 FOOT $ INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U OFFICE, RETAIL, WHOLESALE, 1- 500 $ 37.00 GARAGES, FACTORIES, 501- 50,000 $ 32.00+ .01 PER f WORKSHOPS, SERVICE 50,001- 100,000 $ 182.00+ .007 SQUARE STATIONS, WAREHOUSE 100,001+ $ 582.00+.003 FOOT $ CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 3,001- 5,000 $ 57.00 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007PER 100,001- 500,000 $ 327.00+ .005 DOLLAR $ % 7 500,001+ $ 1,327.00+.003 VALUATION EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM).. .............. ....... ................... $42.00/HOUR' REINSPECTIONFEES.................................................................................................................. $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED...... ...... .............. ........ ....... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS ........................ ........... ......... ........ .............. .............. .......... ...................... ....... $42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH....... -ACTUAL COSTS" I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. 1 FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT V CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNA E OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #:.�- EMAIL: *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. —ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. Development Services Department, Building Inspections The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 * www.grapevinetexas.gov C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet FIIes\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817)410-3012 Fax PLUMBING PERMIT {VALUE} Issue Date: June 13, 2016 PROJECT DESCRIPTION: Gas Line To Fire Pit LOCATION 1252 Huron Dr. Grapevine, TX 76051 CONTRACTOR Kel-Tex Construction (PLBG) State ID # 38859 P. O. Box 150963 Fort Worth, TX 76088 (817) 401-5268 Phone (817)594-3622 Fax (817) 821-3179 Mobile heather@keltexconstruction.com OWNER David Grogan 1252 Huron Dr Grapevine, TX 76051 AVAILABLE INSPECTIONS ► MISC. Plumbing Inspection (required) Plumbing Customer Sevice Inspection (required) ► Plumbing Final (required) LEGAL Lake Pointe Blk 3 Lot 20a INFORMATION County Tarrant Square Footage VALUATION 400 FEES TOTAL = $ 34.75 Plumbing Permit Fee {VALUE} $ 34.75 PAYMENTS TOTAL = $ 34.75 Kel-Tex Construction (PLBG) (VP McCuistion) Check on 06/02/2016 ($34.75) Note: CK#16416 NOTICES ALL work must be done in compliance with the 2006 INTERNATIONAL PLUMBING CODE. PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY MYGOV.US City of Grapevine I PLUMBING PERMIT {VALUE} I PLBG-16-2041 I Printed 06/13/16 at 3:47 p.m. Page 1 of 3 CONSERVATION WILL BEPERFORMED |NACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OFENERGY CODE COMPLIANCE SHALL BESUB T. L Signature Mvoovon City ofGrapevine | PLUMBING PERMIT (VALUE) |PLao-1a-2ow|Printed 06n3n6at3:47p.m. Page umx CITY OF GRAPEVINE PWS 1D# 2200013 WATER CUSTOMER SERVICE INSPECTION CERTIFICATION DATE: BUILDING ADDRESS: IRRIGATION PERMIT # 1k2040 WATER HEATER | hereby certify that | have inspected the water supply system at the above referenced address. To the best nfmy knowledge, the materials and methods used in the installation of this system comply with all laws of the State of Texas relating to plumbing that are required to be enforced by municipalities, and the plumbing code adopted by the City of Grapevine. Plumbing regulations are contained in the Qty of Grapevine Code of Ordinances Article V (Ordinance number 2OO7-30)and Article V|||(Ordinance number 2007-3O).and any and all subsequent related ordinances. |naddition, tothe best nfnlyknowledge, nnonossoonnectonexistsatUliaaddreanedUheUmenfinmoecton. LICENSE NUMBER 0Aforms\Waterservjnsp, 05/01 Revised: 7/23/14 Single Family Swimming Pool / Spa Standard Plan Comments. *No underground electric to be within 5' of pool, no overhead electric to be within 10' of pool. *Provide a G.F.C.I. outlet within 10' to 20' of pool. *Pool fill source may not tie into irrigation system nor any other non potable source. Pool fill source to have backflow protection device to protect water supply system. *Hose bib's within 25' of pool are required to have vacume breaker backflow protection. *P -trap installation and inspection is required prior to belly steel inspection or at same time of belly steel inspection. *Provide for drainage / erosion control final prior to pool final. UG 2 FA I 2301 EAST LAMAR BLVD., SUITE 150 ARLINGTON, TEXAS 76006-7456 (817) 640-3811 * FAX (817) 633-6320 Web-, ikunkel.corn August 4, 2016 Bill Berry Claffey Pools P 0 Box 92278 Southlake, TX 76092 Re: Arbor at: 1252 Huron Drive, Lake Pointe Addition Grapevine, Texas JWK Project No. 16205 Mr. Berry: On August 4, 2016, the concrete footing for the arbor column was visually observed by representatives of our office. The visual inspection revealed there were no discrepancies noted between the construction and the construction drawings prepared by Carl Putnam, P.E. dated November 4, 2014. Regards, Du N K E L It - Jerald W. Kunkel, P.E., F. ASCE Jerald W. Kunkel Consulting Engineers, Inc. Texas Registered Engineering Firm #F-3288 JWK/jlr April 19, 2016 Jose Serrata Claffey Pools, Inc, 1625 Brumlow Southlake, Texas 76092 Re: Proposed Swimming Pool 1252 Huron Drive Lot 20A--1, Block 3, Lake Pointe Addition Southlake, Texas JWK Project No. 16115 Dear Mr. Serrato: We have reviewed the design drawings for the proposed pool at the referenced project. We are of the opinion the minimum 3'-1" dimension from the existing house foundation to the inside of the spa structure beam along the east side of the house is adequate. The maximum 3'- 0" depth along the inside of the spa perimeter wall adjacent to the house foundation does not intersect the house foundation bearing envelope and therefore will not adversely affect the existing house foundation. Likewise, we are of the opinion the minimum 3'-11" dimension from the existing house patio foundation to the inside of the pool structure beam at the northeast corner of the patio adequate. The maximum 3'-6" depth along the inside of the pool perimeter wall adjacent to the house foundation does not intersect the house foundation bearing envelope and therefore will not adversely affect the existing house foundation. Regards, J�RAi D W. KUNKEL ,.... 49961Alt ,...,..E Jerald W. Kunkel, P.F., F. ASCE Jerald W. Kunkel Consulting Engineers, Inc. Texas Registered Engineering Firm #F-3288 JWK 14 .,I AELEA EX ALL C ::'6llli LS AM0 Qr=-wyqc4 WALL Q-G9Vi%.G SC-PA&A-td 1�1 74'-1" TW=576.50 N 36d2'15" IN TW=577.50 8" ASH BW -575 70 131, ou r' LO QUAD 8' ASH z TW7BW=579.50 T-2" I �20' L — 0 57 DO In 1 I 3 : � ED 8" PO �' B55B-B FP=579,50 C `Z (C 0 0 CITY OF G6'-0'.RELEASE M �AP0 :D 1 IONSTRU 2 B.L25'-O` I <z0)-4 r- Rw —�79.30� OF. 4" PO IV 8 7,5' 1 WALK DRAI\4ANG & U. E. S NOT AUTHORIZE ANY WORK INC N E BUILDING CODE OR ZONING ORDI 14 PO 4" 0" 58 12.-'1+ 2.41 IS PLAN TO BE KEPT ON THE JOB AT ALL TIMES 579.56 61.4,3' S 36d �'l 5- E 6 r3y UILDING INSPECTION Dmsm e DOES NOT APPLY TO CohkoTRI H LA V©1/1 MENT ,* Flatwork Iffar fIAN �Z Calculations Garage Drop Description "%0V="' Description SOFT. CU.YD. FP 579.50 Front Sod 292 SOYD, Drive 668,26 8.25 FFE 580.42 Bock Sod 316 SO.YD. Approach 140.15 2.60 FG 0 Wolk Drive / 582.41 Left Sod 274 SQ,YD. City Walk 961.83 11.87 Drive Length 32'-4" 1 Right Sod 46 SQ.YD. Lead Walk 1 D1.43 1 �25 Mox. Drive3.9' Rise(12%) TOTAL 927 SOYD. TOTAL 1871.67 23.97 G.,cje Dr., -7 If Gorooe Drop is neq_ no drop is required 11-Agervi ous cove 1 r. & job, no. 259-064 LOT SUMMARY subdiv. Lake Pointe 259) ( LOT AREA 11949 Hams CONSTRUCTION SERVICES DE 5808 W. PIANO PARKWAY SLAB AREA 3508 PIANO, TEXAS75093lot DIRECT LINE: 69-737-1400 20 3 COVERAGE 29.36% REHCOM R I D.. ion, address 1252 Huron Drive --1 IFENCE 243-1 GENERAL NOTES: Grapevine, TX DRIVEWAY . : -MIN. 16' WIDE P AY DRIVEW 0 APPROACH: MIN. 12' WIDE PUBLIC SIDEWALK: MIN. 4' WIDE WALK TO HOME: MIN. 3' WIDE SC ALE: ill = 20' E F-di;ie- 3/21/14 JL master plan B5 B LEAD _58 PC- 9,7,A 1'T IIA1 LO .9 LEND OF A15159LVIA I IVIV>Arvv fir, : w >; USinjv:6€k!CiPSihave :6t,+°'iYBt'J fe:+iewod &' copy 01 this PIED —" PROPF.R.TY CORNER mF IRON ROD FOVND CIZ A, (.k IRON RO^ SE• { 8JL BVILDING LINE (CM) CONFROLMONVMENT -X- r 710E LINE J} ❑ I.p. IMLIN ROX, m.h, MAN HOLE TA.F TOG OF FORM5 �.h 1;1,0 '_ FIRc HYDRANT &ACK OF CVkI!" 2 UGF:;' POLE S y 5VRFAC- WATER FLOW DIPECTO Zr, TP.E TRANSFORMER PAD::;::EMEt:r FIN15HED F:OOR ' 99RESS: 1252 Huron Drive ^ O- v)� n' to A =48.96 195.00 Ji i_,OT-20 Residence A_-umee : = 10^.0 J' 19A b.E`6L2kLrR2 P r 1� of ofo,4e7l 1� EROSION COAiTRt)L.Uil CONSTRUCTION STARTS. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. MAINTAIN CURRENT DRAINAGE PATTERN, GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. USinjv:6€k!CiPSihave :6t,+°'iYBt'J fe:+iewod &' copy 01 this 1� of ofo,4e7l 1� EROSION COAiTRt)L.Uil CONSTRUCTION STARTS. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. MAINTAIN CURRENT DRAINAGE PATTERN, GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. ,END OF AWSKLYI/A I IUN� ^III V PkOPFR.rf CORNER 'PIF IRON P,00 FOUND BUILDING LINE (CMI) CONI-KOLIAONUME.NT IA iLITY IIC)X-h. MAN HOLE I.P. LiCHYPOLE ;AZ T.O.F. -DP or MAW - 4 5URFACC.NATCA filM DIRE Z$, TAE TRANSFORMER RAI) .!VAEfl-r Cl.- 1. 145 C IRON K0.15- z'� I -E LINE FIS' , BACK OF CURB- 1,115HEDFLOOR KESS: 12.52 Hut -on Prive otz 4o") 6;- L fAt A -48.9C 195-00 SpA =N 26*26,43" b" L 8.8-1 iy° RD Y �-p Y'A X T- OT -20A . . . . . . . . . .00 . Residence Azumed % > arit- revievhsi e copy- afvey' f,4j 4b - 19A C)ATE: pr ca. Of tot* EROSION CdNtJ-k0-LR-"k- CONSTRUCTION STARTS. 2- NO CONSTRUCTION, FILLING, CUTTINGs OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAINAGE PATTERN. 4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. ipL Site Plan S40: Y16" V-0' TH15 PERMIT 15 0,*'4L-1 FOr4 THC- SWIMMIWc, Ajir> 5PA. v M -r 1!'> coMpLr-TC-L-f exleAitJEC-rZ AND 1 CaeoVa-r9p,�C-10yIS 9.e�spot,451a)LT-Tj poa OF IE-�41-c,1)146r 5-tMVC-tUQ.,S 01JE -ro 0;: SWIMM11-46r pe)OLISP)4. 'ANF", Q14 GES REQUIRE Property Line APP 17"N ----------- ---------- - ----- - -------- N ---------- 1 OF REVI, "OW"'VED PLANS S� iAL BE LL TIVI E, N! JORSIA TE AT W oz rx > Big Track Dump Truck %T I " \x\ Cons I- Trash Area P -TRAP AND BACKWASH NO PERSON, I UNE REQUIRED AT \ TRASH BELLY STEEL INSPECTION QTY -QE GWEMNLE RELEASED FOR CONSTRUCTION, SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE: S -1a - Z019 BY - BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONST RUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL QFjANQE--S MUST BE APPROVED CONTIRACTOR SH , 'd- L CALL FOR 1NSPE-1'.0 81-- ) 41 3 010 CONTRAC',-� RA'T �ON WILL, B- HE) LIF ON Ll- � - DF\i, ERW; K my i. o 2016 / V-6" To Residenm 1=111111 AIC 414 To lvlfppo� 355'..2'1 -fora BAR To Fropily nt Plumbin Ditch PPR(. ED ON ELECTRI DEUVERY BY DATE UTILITIES: Gas To Heater @ 51'-0" /� IL Gas From T To Fire Pit @ 8TV z Eleor; To Equipment@ 6T -T ° j /� j ! Electric From Eq, To Arbor @ R -T SUPERINTENDENT: 0 Long Plumb Wb Equipment El Shod Sb El To Be Determined // // _Expected Number Of Dig Days Circulation -,-Sant ion---Plus / b/ i y CL-A.-+Ey POOLS -------------------------------------------------------------------------- Includes Aguron Application: X Tile Line X Skimmer Throats X Plumbing Penetrations -K Spa - All Inside X Spa - Spillway Rock Ledge Waterfall Pad ------ ----------------- ------------ Boulder Coping Beam Raised Beam Drop Beam F Negative Edge Spillway F P 0 Pq 00 00 >74 un ETH 0 PLA U 4 M U P4 P1 0 0 �A �P4 P 4 0 Reftns: 5 2 of 12 REVISIC)NS Scale: $" =1'-0" r 18"- 36" Drop Beam T.O.C. @ 100'-0" Brown Out 9 Side Of Drop Beam —' Sun Bench wl 1-0" Ire It Umbrella Anchor arse 18" 12" Pool Steps \ T.O.C. @ 98'-6" w17 Firebar r (1 of 3) LED Bubblers \\ Pavers Veneer On DrofBeam AVfSoltfDs — — r 04 u I 36" Rrop Beam i \� `\ `\T.q.@100'0" r __l- _-_--fir-- __v _ _ _`'_I__ _____! • _ ____. _____ hw)4 �; pol Dro B6 m T.O.C. @i00�0ry Ay v v " I ZF1 79, Grill \Appli TBD \\ L-- ...'<,, � ".K• I 1 1 1 1 05 /\ \ \ \ \ S.2 \\ 13'-0".x 1T-0" i x Luvered RooTi stem \ ) 1 of 9 Ste'U Li hts i T-24" Retain n Wall 1 / \\ Bottom\gf Main Be 9'-0" A.F.F. `\\ j i T.O.W. @ 10V 0" / 4 6�Stone Ste s \ \ \ I I I I 1 \ 1 1 I ! I 1 I I \ I \ I I I I I I \ I \ \ I \\ I r I I I \ t \ 1 I I I I 9T-3" 91-91 98°-0" 98i'-9" k _ -W.t , RELEASED FOR CONSTRUCTION SHEET-. — OR RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE - THIS PLAN TO BE KEPT" ON THE JOB AT ALL TIME DATE: _.. F BUILDING INSPECTION DVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. -1_ . t' " EQ ---1of2 SAVIMiniLED -------------------------- --------------- ------ ------ 04 B I < 1 I• - -�-- J6 J4 J5 ------------- 7 ----------- — `4 I - "L p • ��''V 1. �� 1.- \. i� ..,t Y TA t _ - MIR,�, / / / / // ./7//// 61,y Pool & Spa Electrical --,Pool & Spa Equipment PE(UMEa 32'-0" seen: 60 sq.ft. )ol Specifications: WONS: 20,615 Hum. Yes _-plaariNumfier 7110 Drawing Scale: 1/8" =1`-01. Design Set Issue: 03-14-2016 Construction Set Issue: 04-12-2016 Sales contact- Reid ontactReid Schindler Drafted By: Jose Serrato Chocked By: Revisions: B c D _ E F 3of12 Drainage Details Sale:8" = VV \`\ 4" System (Deck Drains x?�/o a------- ------ <-- - --- --� \\& French Drain) o o f \\\ \ Q�� 4" S sten Downs uts � � 1 \ X11 \ \ I \\ \ X44 \ \ 8" Mastic dint Along \\ Back Of Pool Coping —'11------' I------Q------4----- � I � I I i I m \ \ I I i \ I \ \ \ \ \ l 1 \ e \ \ \ \ \ \ � 1 ----4---®-- 4 ________________ - I 1 I I I RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE GOES NOT ANY O;RK INI G&11:'-; IC;` WITH THE BUILDING, COY- _ R 70N.NG OH0INANC F. THIS PL _:J Tf b_wE F -P CAS, THE 04-1 ` X-S,DATE- BUILDING 'LAVI >i X RELEASE DOES NOT PPI ; C, 1 OFS r 'a ?I'` l EASEMENTS OFT P1,2i_ s VM" ALL I�— E � a I --- --- L-------n-- 4" 4" p csl PQ 0� F Xw 0 N C Q W By: Jose Serrato Chocked By: Revisions: 7of12 E N D 0 F A B MR, EV i A-Fi 01N,15 ti IRC`jfv i,CD FiOiJiD 1 M CAPPED lkomf Por; ,ET - 0 13-A, LNUILPhNIG (CIA NE FE�1140_, Lill up UTY BOX 14A +l 100 MIRE HYDRAW LICt--,T POLE TOY, TFOP OF RDRNIS 3.0.c. BACK OF CUR13 �U,�F/AC:E W/ -'0 -EQ, FLO"^IDIR�K710- 1'4 TJJ�E 'T:kckNSF0,RMER.,),AD &ASEjWEN-`,' Fr FWI5HEPF1_c)1c!R Af_-)DkESS� 125.2 i-lun:)i-, D�ive QUY ANSBAPTE2 111 E IRF W YL 17 FREL�SED FOR GONSSTRUCTION SEET: OF: RELr_ASE DOES NOT AUTHOFIVE `\INY VVOPK V CO[VUCT CA —is f bFIDINANCE, V��JJTH THE BUILDINCOCODE OR, ZOWfC, TFUS PLAN _1`0 BE KEPT ON I THE JOB f0 Al -L TIMES A DATE �'00,00 b, Bk/ ':`_Opip � A BUILDING 1NSPE-(,-TI1'RI D F�Sjci�5.oc R/ , LEASE DOES NOT APP LY TNCTL� 41 W, W EASEMENT A9, �-5 IR S OR PLJ1BLIC,��,I[_:iHT7QF-.'j^, jo A 3 XV, W weo A, 9'. 1V Wcp lc? osf A t 1-C :N- 01� x > 7 OTC �is A I," ncc� oil, �& 1 Amurned FF 'A. W .......... ICA - - x 00% nc� US, _6 -XV 411 JV_ - N. 'v— L-or 25GA-1, B:odk 3 oif Pouk-;�, a&Run, -�b fl -.,d i�:f OFG,;,iqpevin. ilia Na. 02MUM Wha WE kec<xqii5 -o! rit, kzoiu4-�Z­y, Texl_-. V N the Re -PS thereof secomded under ontry mcn,': I r, t co,,u r11 -Ile, ]'­ta _u, Z�CCOM big 01'._� 5owrcc beaty E5 hosed an mconied pW � , ardmat eIm45i o C2 ,05rz ge �r%)ws, 1iovvn, vvt 4terrrredtlby ee.r4tariR ;howo�ecn. 3, "'w"'veyor's 5,t;l! ME ;new wuh md wk aQ y by any znd d note, Whil and eumank and" , qz" Frqt?Ie, tb-,r ;_-t on ci,,- vI�, part c)C4,be rccor�icc`, pi4t, 41111/or u, cf� titic coi mm1tmcpf./suivc,! "5) !iu[,jccc i'` 5i-<Crvvn to iii. ,vi'lhIn 4 S?'4c_I,,J` Floozz riiizird'Am-� irju_-xizfeo '6-y I'Do yur Road per Up No, 40439 CC! 05 K 0i if$t i ry Hoot!, 'm",urence i ate :�gY, fir Tbm-zjnTCour�t,,, Tex�no !r.,coq1crztA 24 09 (Zone X) V) tevi-,)5, ccnn,�KIors, an in, is No. P,2-i23066.2,D2122733337, D2-,4-052-j53 c 4, W Ac ON 0my 1knowh4g, (<,orn..rt. x) and", b0cf-I 1 io Land C mp/any Vc Oat a z mu_4 ora 3�,­vevy nnzadii& "ar. i4ir` gi,tejAzr�i to 01 -le- sunded chre W4 sf;vey-o!-s"pe; rt,`cin5,� fri & Et ',c- crT-z,--cx;, 1 pbt tm)e, coned; Inc',;, accw-ztc is "o bou�ne"','-'Ac�5 Of-tUh-, Sab , �nd it ocbuilding5 4nd, vf5i`,A�>v MCI Dcx.go�, V'4LS)-6 TYWIVIVA W&SUrveyAly own Jose Serrato Gaffey Pools, Inc. 1625 Brumlow Southlake, Texas 76092 Re: Proposed Swimming Pool 1252 Huron Drive Lot 20A-1, Block 3, Lake Pointe Addition Southlake, Texas JWK Project No, 16115 Dear Mr. Serrato: We have reviewed the design drawings for the proposed pool at the referenced project. We are of the opinion the minimum 3'-1" dimension from the existing house foundation to the inside of the spa structure beam along the east side of the house is adequate. The maximum 31-- 0" depth along the inside of the spa perimeter wall adjacent to the house foundation does not intersect the house foundation bearing envelope and therefore will not adversely affect the existing house foundation. Likewise, we are of the opinion the minimum 3'-11" dimension from the existing house patio foundation to the inside of the pool structure beam at the northeast corner of the patio adequate. The maximum 3'-6" depth along the inside of the pool perimeter wall adjacent to the house foundation does not intersect the house foundation bearing envelope and therefore will not adversely affect the existing house foundation. Regards, Jerald W. Kunkel, P.P., F. ASCE Jerald W. Kunkel Consulting Engineers, Inc. Texas Registered Engineering Firm #F-3288 RUN ,OFFICE CY 1 5up), 2.' 1Z CONTRACTOR SHALL CAL'" FOR NSPECMNSI� (817) 410-3010 CONTRA(D.TOR REGISIMAT0tic: WILL BE: REVOKED UPON PERM EXPPA'1-0N P-TRAP AND BACKWASH LINE REQUIRED AT BELLY STEEL INSPECTION WRARATE MPMW, MEMM104. 1UcTpJMMVS MIPMMT& 6&1"*:Fewjrjw R 2 6 2016 14 163-, 2 2 2 %,LL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE "T -PT ON JOBSITE AT ALL TIME' ---------- THI-5 P6PtAl-r A r,> S PA - DJ - project D-wii 0.2 - Pool Studio Renderings M,1- Hardscape Takeoff A W-O'To Prope qL 3&T To Prop ady I I !>, C> W L -i po fZ S W I M M I NI Cr ?0,0 1_ 3 ry cj P� ca V4 �,o A ET� �4) c, PIL-1 U �4 > �=� X P4 WA E� j �!PHZO 4 W (:) 0--4 0 z P, 0 P� 0 I/fo =,._u.. Design Set Issue: 03/10/2016 Construction Set Issue: 00-00-0000 Sales Contact Revisions: le Number D I of 3 211 z �2 LL -J L 0 Lu �3 < u)0 LL LU 0 CL C) 0 <r LLj 0 N oc LL o 0 a- cr oc z uj U) UJ -j LU LU 0 L 0- ty LU C/) LU uj 3: LU ui cc m 211 f 211 Zb �3 < u)0 LL LU Er"A 0 Lu 0 0 w M Cl-. a- cr 00 0 z z -j LU LU Ljj ty LU C/) L<l uj cc Lij 211