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Home My WebLink AboutSWP2025-001857 ECEIVED: 5/14/2025 DATE OF ISSUANCE; 25001857 qs s & ,` 523 E TEXAS STREET IN GROUND SWIMMING POOL & SPA MRMITN; ... ... .... . ... .. A'a BUILDING PERMIT APPLICATION JOB • 523 15. SUITE # LOT. BLOCK; suBinvisiom -Co l_Lf6W, ADDRESS 523 E Texas St. Grapevine, TX 76051 LEGAL College Heights Addition-Grpvn Blk 104 Lot 6 S PERMIT HOLDER John Caldwell J. Caldwell Custom Pool s [HOLD] (817) 237-7665 COLLABORATORS •John Caldwell J. Caldwell Custom Pools [HOLD] (817) 237-7665 •John Caldwell J. Caldwell Custom Pools (817) 237-7665 OWNERS •Timothy Raynor INSPECTIONS 7 1. Belly Steel & Bonding 2. Building Setback 3. Deck Steel & Bonding of deck. 4. Pool Barrier 5. Lot Drainage Inspection 6. Final Health Inspection 7. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Janice Jenkins **APPLICANT PHONE NUMBER 817-456-6003 APPLICANT E-MAIL VALUATION 70000 * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 CONSTRUCTION PLAN.pdf DOCUMENTS - MISC 03 LOT DRAINAGE.pdf * ZONING DISTRICT R-7.5 APPROVED TO ISSUE ELECTRIC YES APPROVED TO ISSUE PLUMBING YES SETBACK: LEFT 6 SETBACK: REAR 6 SETBACK: RIGHT 6 WATER DEPT. LOT DRAINAGE FEE 150 FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 915.00 $ 915.00 $ 915.00 Residential Lot Drainage Fee $ 150.00 $ 150.00 $ 150.00 TOTALS $ 1,065.00 $ 1,065.00 $ 0.00 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 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Swimming Pool Project # 25-001857 Project Description: Construct In-Ground Swimming Pool with Spa [ELECTRONIC REVIEW] Issued on: 05/29/2025 at 9:39 AM MYGOV.US 25-001857, 05/29/2025 at 9:39 AM Issued by: Connie Cook Page 1/2 rlm IXIRF S.W. COR LOT 6, BLOCK 102 WEST arxrr INALLEY 50,00, Airm 7a-?FW WARS S 57' OS' C3'E 2,91'qq ftm SWAP— v VIA ow. F� 222' Lo� LEE W MARTINSON AND DOC, NO. D222121005 RUTHANNE MARTINSON t D.KT.C.T. Z 5, N, LOT 5 C� A, cm WT 112'IRF NOPOINT OF So ro E. LINE OF LOT a z 4v IN JAMES D, DOCKAL DOC O. D2230SM3 D.R.T.C.T. AOL.. ek EROSION CONTROL REQUIRED BEFORE CONSTRUCTION START& 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL 3 4. %joiSSIEROSION CONTROL REQUIRED KFORE FINAL. Pool Decking is Concrete Concrete Specifications: PSI (3500) Comprehensive Strength Rebar Size 3/8" Steel on 18" Center's Concrete is capped with I" thick travertine pavers (2) 24" x 24" x 6' Column Sleeved for Irrigation (2) 18" Sheer Arcs Installed in Tile Une 12" -18" Drop Beam Follows Grade Sunbench w/ (1) Umbrella Anchor 6' Square Spa Flush w/Pool & Deck Decking Concrete Sub Base with Small Track Hoe/Bobcat Shuttle ------ Travertine Pavers Through alley, JCCP will not block access and will utilize driveway for construction vehicles. ------------ -------------- 12' Drop Beam J 0 Remove Section of Concrete far Plumbing Repour at deck phase 1 _30"(broomed concrete) _ Concrete Specifications: Loveseat Ei PSI (3500) Comprehensive Strength Behar Size 3/8' Steel on 18" Centers 4-6;1 Steps 'C—H D A T k!, Y 3, ;E E Steps ■ all MNI Pool Equipment S as P-41, o; J 1 6 L --- - - - - - - - - - - - - Cedar Fence Scale: 1/8" 1 ft 817-237-7665 5744 Boat Club Road, Suite 200 Fort Worth, Texas 76179 Customer Info Name: Tim & Cooper Raynor Address: 523 E. Texas Street City: Grapevine State: _1X Zip: 76051 Phone: Cooper: 312-399-2299 Phone: Email cwravrionidlomail.corn Email: =1 Length: 24' Width: 11'9" Depth: 4'x 46" Perimeter 72' Area 2: 3 Sq rest Est Total Gallons r,202 Heater Yes Filter Type Cirttrdqo Spa Design Type: Square Length: 6' Width: 6' Perimeter 24' Area, 48 S'Ar Feet Rased Above Pool Plushw/Pool Raised Above Deck Flush WiDeck Notes Diva Tess# 2562148358 RECEIVED: 5/14/2025 25-001857 ,523 E TEXAS STREET ,'IN -GROUND SWIMMING POOL & SPA Sales Agent: Tanya L. Metz 014 LCT6 aLOCK 11' WEST 6: Tau Cs. r— 15 ALLEY S'TWI Cd. I—. am LOT 5 zil EAS� 50,00' 71 It"s IT44' IIFARy 4 - 0 ill E 251 —0 4' InT F— LO' — .04 ,OL 4—s-- Nul 5 '7 0 'A� 0 1< 4. . 21 ft,I Equipment L-1!- LEE W. MARTINSON AND RUTHANNE MARTINSON DOIl NO. D222121005 lEiectnc one toms from mu>tsr to"10 —W r10 I'lo LAST 14 JAMrS D. DOCKAL DOG, NO, 0223089053 D.R.T.C,T. RF '2'IRF j,jIDT1CI,N7 OF I-, INC OF 8 P, ts .4z"' W i,ASSONIED REF- BEARING) LEGEND: t1*12. RE ILM, i E. TEXAS STREET (WASHAM AVENUE PER PLAT) (45'I'LOW) o' 10' 20' 40' SCALE: 1 20' FOAL , I - - I -;,? —OF GR PEVINF MjNG: IR-0,K 1,1; 0 11;1, A T-ASRAW,�O-N IT TiMOTH11 A RAY�� Ij AT4- tl NUI�I)IU�RAY 10,q -OT� ',0 LGDR�S OF TARSATJ CWNN, KATIV, 1%e IX) 71-LE RAWN-1411 R 'A' JDN • THIS,STOCU110 1 1,07 ON rlfl�!MTF A.$hRjEY,VM, MA:` ON UNDER %IYD�UFEP`j AND �EF,F� I�, A T-RI 1� AND ift� I I HE UN11 NSIONS AW` CAt LS OF PROPERTY L�NLS ANDUGA'0?, AND IWR )VEWEN-STHitt- c IIIII� I" R-p" NFORMAT C.4 . T� S "UDYE, fS ro PF ARE Mi"'TA, ' ' '"HE 5L,'WEGf - R�R : (10AIPV,1� A%0 8F 0 PoR CONS I RUC I (,N I 'Un P05E G AP i Ht. E X� A-� ! �;�V t ��f n' T� V` H E �IE��, , J AfAE D P� i�A� HASF i MORT AGk Nk "ti 'r"), i-, fi PROWTI'= �4 I.El NAMFO,IE;;EON AN�r THAT I�OATt 4 -,Y NV ATAB: � T.WRR�: 0- 1 HAI '"E. ISZZ) A, DO �N At7:V E AD EHOWN OR Dif)? I V H(- RCE'ON qATING AS �,;WIWN 8y MAP NO Sf�',CTr -C TkL PLAT 4E RkNll-D hflk- ON Hf�' sm 'SAWA Cl '0 ANY AN,' A.., (;IM�NAIJ I AM' I �V� PF1`iTAN4NG k DATER "E-I maE,; J()b W), E. TEXAS STREET. GRAPEVINE, TX 76051 _j,j,,r -1024 �?3 i;f n �" 2C,24 REv LOT 6, BLOCK 104, COLLEGE HEIGHTS ADDITION —22 "'Wift vr, TV .... ....... .......... DAVID APPLE ti 5932 jy < p 0 s s Mo W IN"" P'A�jy S'o' IM A eawe I pl-.' T�... 750'A DAM ACCr "NAI P1 yy J), roo W, N.". puv- s". 1200 pm— Tq... 75093 Ofli 972,6124604 Sax S12,964,7021 -PAgiatered Prof "feud SUMY*r wi ,75: MN DATE: May 8. 2025 OF TO: J. Caldwell Custom Pools 5744 Boat Club Rd, Suite #200 Fort Worth, TX 76179 ..... BLAKE WILSON ATTEN, Tanya Metz 67581 RE' Project: Proposed New Swimming Pool Owner: Raynor Residence Address: 5423 East Texas Street, Grapevine, Texas Engineering Memorandum Prepared By, T. Blake Wilson, P.E. Principal Consulting Engineer The excavation for the new pool, approximately 6.0 feet deep excavation, may be constructed no closer than 3.5 feet to the existing foundation using the following procedure and limitations: Excavate to pool depth specified below grade, plus gunite shell thickness. Avoid over - excavation and remove all loose material from the excavation prior to placing reinforcing steel and gunite. Do not undermine nearby foundations. patio slabs and retaining walls with the pool excavation. Excavations within I to I slope measured from the bottom of the nearby structural foundations or slabs shall not be left unprotected for more than 2 weeks, The swimming pool constructed in close proximity to the nearby foundations, footings or retaining walls, as described above, will not have any detrimental effect on the stability of the existing structures, cc, file 113375.0,doc Ow, I WWI p r wm NEWPOOL OR WATER FEATI' ME ONICOR APPROVAL REQUESTAND RELEASE J(*aWw:1j('kjs IT'1' ("ONCOR of Comp;Ay'z plan, wonimict 3 poo cawoice ifeawrefftect") at ('Yqwxlxo' In order for OXCORto Frail t;Iy cwzWionhc ROJM1,Company rnvM Attach the follommIt hodr4 Ct%rPIVcd docorrAn& Over: car; its or Coal PADY'l con suvelion pwas" 11hich inchnk the lw3tion of (1) Cc pool or kcvacr leituffe (mchidimi all conduit. including ikiuna.7, tocordaq, setrice and socet light holuic% "UrAcigneirA Ficitnits"); O)dieclectric mott, cad cutitefis•rFm° as the "6ac:laases'i: ants A copy orthf: f�ntfl ,,tkry rW ihrpo,,Iy thnwing the l=-60,.i of a pe"rybnot and cawmanu lco�ned on the P?O;Krty in c-,chwir. for ONCOR'i rcricu, orthe Coarnvvfcr, Plans. Company cmirics aw (a) Uc Underground f3cili;ios a in,, Property hest been mcoled thfoop she I C= xl); (b) C.Mrany, has atewwcly rig rtsa sad eaa test 00rrPuCtrot, Plans and 15r Sw'+VY ft kr-0600 of each *Tkb.- far 1kiet located Vitovo F1 1, czwaktvvt, and iftoptiry 4tra; ln-wud at the Nape"). W 0WOR Cv rely us the vuleara-.100 so forth in ;he (0rstrvookn P;Zkz% aud *,t Swf,ry -u ecosiftring Cornpiny's ronuev W Apisoml of be Construction Plant (d) Conrrmny rkkilq twvosr c)01CMCr4Uffo" ccrsille: t nith an icdu%oy accepted Vaodarft and praViocts litm erczkwion Z"ovnd fi-ahutt, (r) compa") hat Yqueamr 0,14COR to eppra"! the Con mucl ion Plans let faurri*fwl Ipprow3h %ndic fetalve prtterakel othrillitts %0k "isvqnfecuic faclifiec and {1} Except twtv forth in (X"d.Q betow cornoviy aloms to 4-donnify ptctw, dthvd, and h6d ONCfill irm,mtccs fiewfk and 3pins' any and at dsnwrgrn. 6ermjvdxnarrm crjlC% orarniM S61L jhfbjjiy' X hnIC$ t-Cijoun!) rajitifto " afthC ,mv,mcno, oraht inccor, cc shc.eprtsctssstia z Wde licTon by Compkiay, rne:�kjdinSCtaimq ativnil ow cf6tavi,,ito:a w forwh in (8)(7;, WD.'. (9) In thr octro ONWR Inconoctly ideruriod the wryt000ftlhr Undr.rrotoad Facilities and W& on b' ccrrytany 10 ptcrriciht Cc-tumnion Plam net lic fc.pomilf)e (of the damn gcro Or but (2) Cornstany shill be c srit e to lipplicahImew awr;and a%oh anyrrocc%ur'g tv"vcute af thcF30incs and all carts associated wit li ?tIckpilasers ol' the 1's0;frct frowdic&S of the cause or reason,, iorvactk It, f"c trr 'C1tx*66'f, JCaldweli Custom is esrarW Arv,-r> t d b)' by 5 9 ins ' �',' j& ;4 Name print 2S62149358 .rolc' phone a ir 4 56-&M,* 3 (triad 811 Confirmation Number) (For dwroork: approval, Masi: scud ploof pious w Met MuM wirk chufric Invid'r U 01.4a, Wete Poo pla"I are opprfoo EMAIL COMMENT APPROVED PLANS TO. �:;i E +:#'#'fft'; �-i,''i se;.i < ila E#t t. �i'7 +?