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Home My WebLink AboutBSWP2024-002902 ATE OF ISSUANCE: Mr9'L1%,M I "IM mr-GH V ED1- 3-2024 ELECTRONIC REVIEW PERMIT #: BUILDING PERMIT APPLICATION L JOB ADDRESS: 3004 Old Mill Run, Grapevine. Tx - 76051 SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): T20utdoors ... .. .. ....... ... CURRENT MAHTNG ADDRFSS980 E State Highwa 121 Bdq B Sute 5 -y' li CITYSTATEIZIP: Lewisville, Tx, 75057 PH:# 4694281-1599 Fax# PROPERTY OWNER: Cima Nowbakht CITY/STATE/ZIP: Grapevine, Tx 76051 PHONE NUMBER: -Afi%2-22)-7124 PROJECT VALUE: $ 100,000 FIRE SPRtNKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELFCTRIC le PLUMIBINGV�' MECHANICAL DESCRIPTION OF WORK TO BE DONE: BacKyard swimming Dool, Concrete flatwork USE OF BUILDING OR STRUCTURE: PO OfOFWSOSPEMMAPPLrATkMIWP4vOlM4,Sft,2107,1a10,411,tlI ADDRESS 3004 Old Mill Run, Grapevine, TX 76051 LEGAL Creekwood West Addition Blk 1 Lot 3 A 3 S220 1 *00651370* PERMIT HOLDER Teddy Jennings T2 Outdoors (469) 428-1599 COLLABORATORS •Teddy Jennings T2 Outdoors (469) 428-1599 OWNERS •Nowbakht, Cima INSPECTIONS 8 1. Belly Steel & Bonding 2. Building Setback 3. MISC. Building Inspection 4. Deck Steel & Bonding of deck. 5. Pool Barrier 6. Lot Drainage Inspection 7. Final Health Inspection 8. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Sarvani Marella **APPLICANT PHONE NUMBER 4694281599 VALUATION 100000 Site Plan - Swimming Pools (Electronic Submittals) 3004 Old Mill Run_ Pool Submittals_240812.pdf, 3004 Old Mill Run Grapevine- pool plan.pdf Property Owner Cima Nowbakht - 3004 Old Mill Run,Grapevine, Tx - 76051 - 4692227124 APPLICANT email * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R-3 * ZONING DISTRICT R-7.5 SETBACK: RIGHT 6 SETBACK: LEFT 6 FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 1,162.50 $ 1,162.50 $ 1,162.50 Residential Lot Drainage Fee $ 150.00 $ 150.00 $ 150.00 TOTALS $ 1,312.50 $ 1,312.50 $ 0.00 The granting of this permit does not presume to give authority to violate or cancel the provisions of City, State, or other local laws regulating construction or the performance of construction. All provisions, laws, and ordinances governing this type of work shall be complied with, whether specified or not and shall be enforced at any and all times. City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Swimming Pool - ELECTRONIC SUBMITTAL Project # 24-002902 Project Description: Install In-Ground Swimming Pool & Spa [ELECTRONIC REVIEW] Issued on: 10/08/2024 at 2:36 PM MYGOV.US 24-002902, 10/08/2024 at 2:36 PM Issued by: Connie Cook Page 1/2 Sarvani Marella T2 Outdoors LLC 980 East State ffighway 121 Bldg. B, Suite 5 Lewisville, TX 75057 Re: 3004 Old Mill Run Grapevine, TX 76051 Helical Pier Pool foundation Analysis I perim r o proposed pool to support the perimeter vertical wall foundation. The main reason helical piers were chosen over poured concrete piers or driven piles is because they distribute the foundation load instead of concentrating in on just one bearing point. Secondly, the pool coping is located two (2) feet away from the 8"A" comer post supporting the covered patio structure. By distributing the foundation over a greater surface area, helical piers are more stable than concrete piers or piles and less likely to adversely affect the patio structural foundation. If you have questions, phase advise. Thank you. OF rf* . ......... 4 %1' Mark C. Webb, P.E. ... ................ ... VVEBB W .......... 6 % .......... dw 2146064822 5803 Copperwood Lane #2118, Dallas, Texas 75248 800 236 1590 Fax -Z Tc is PP N 8944 310S TIMSERLINE DR oa !EWA ESTxi ES AccrT✓SF : ROY S ALICIA POE BASIS OF BEARINGS V42`-'V W FOR THE SOUTHWEST LlIff CW SUBJECT PROPERTY sIr MON PER PLAT OF RECORD.- 4V 3006 OLE) MILL RUN Yi DAVID 0, GLOCO 2712 CRESKAGOD OR VARIAS-E WIDTH UTILITY & RAIN -SE DRAINAGE EASEMENT OUTU spprtav f\101 100. T. C. SANDRA CAk FOSTER EASEYAFNT !188-126- PO. P,R�) ('�("L PC P.R.) 3002 OLD MILL RUN GRAPHIC SCALE CASEY PAUL e ddq I mrdmigrNo ---- PROPERTY LINE --------- EASEMENT LINE SETBACK LINE PRIVACY FENCE OTHERFENCE PLAT LOT LINES SURVEY 4- Scale 1"=20'-O" 25 50 �North GENERAL SURVEY NOTES PLEASE SEE THE GENERAL NOTES LCXCATED AT mm-S�-�n W! WHICH ARE INCORPORATED HEREIN AND MADE A PART OF THIS SURVEY MAP, L FLOODPLAIN INFORMATION 1LOOD axJF Yaw Ar qA$fi F'WD utwm j �W PmE, wmam 4 390D'Uk CASE: SPT �WER25 2Na "J Lot 3, Block 1, CfarEKWOOD WEST, PHASE ONE, an Addition to the City CA Grawirlft, Tarrant CountyTexas, a0aarding to the map or plat ft'edecoded in Volume IIWI26. Page 100. of the Plat Records of Tarrant County. Texas, ,SURVEYOR'S CERTIFICATION T,�: OLD REPUBLIC TITLE, GUARDIAN MORTGAGE COMPANY, INC., AND CARRIE KIMBROUGH 3004 ULQ MILI. RUN GRAPEANE,TX7W51 aPa Y.-20—To— E P"' 3111 TIMBERLINE DR, LOT 6Mmx , ASne," `,owLDN KAENI FAMILY FIRST LP N89420T6'E 4- Li 31&9 TIMeERLINE DR. .xs�ocx, C.RF�Aw^ EvAtes OVI" ROY & ALICLA POE RASISOF BEARINGS w POR THE SOUTwE$1 L INt OF SUBJECT PROPERTY PAR Pl,AT OF RECORD_ $006 04G MILL RUN Id ST DAVID O. CUODO VARIAS� - E WIDTH UTILITY DRAINAGE EASEMENT IC'Ul iLfTY EASEMENT (VOL. 386-126 PG. 100T, C. P.R,) 388-126, PG- 10C, T. C. F.R-) wow ty "eal nx 3002 OLD MILL RUN mn 1, uluKARWD We$TAD0TT*N CASEY PAUL -021F174#U c,o P_. e' 0 LINE LEGEND PROPERTY LINE was, " --------- EASEMENT LINE SETBACK LINE PRIVACY PENCE OTHER FENCE \X PLAT LOT LINES SURVEY W/ POOL Scale: I"= 20'-0" 25 So North 2712 CREEKA000 OR W KOCK 3 CRF8"YOT, E.1Oye$ AVOC`" SANDRA GAt_ POSTER GRAPHIC SCALE GENERAL SURVEY NOTES PLEASE SEE THE GENERAL NOTES LOCATED AT WHICH ARE KDORPORATED HEREIN AND MADE A PART OF THIS SURVEY MAP, FLOODPLAIN INFORMATION h T, Rk PART C tot P+i RIY$iKY.VN 0DE6 CIE ei' TH� IF. _Osd,(� 11-ml, IXov olsukd4Ce a"TC. MAP. BASE 1100) U_CVATK),I: _IEIV o1-,;2o,wm lm-ITIXINT J. MAP PINEI WE46ER- LEGAL DESCRIPTION Lot 3, BEO& 1, CREEKWOOD WEST, PHASE ONE, an Audition to the City of Ga0eanF Tarrant oounty, Texas, according to the map or plat "red reoppoc in Volume 3S& 126, Page 100, of the Plat Reeds of Twant County. Tens, -SURVEYOR'S CERTIFICATION OLD REPUBLIC TITLE. GUARDIAN MORjaAQ_E_ COMPANY, INC., AND CARRIE KIMSROUGH prcgertv be .t 30qj_0LD NULL PUN --GRAPEVINE, TX 76051 kv* p"" j§jy.___2CTOBEfj_, _ZZ September 20, 2024 E D 5 �R A 'n gRON'. REGiSTPRIED SC '4F;NM4"'G �"!TE or. P!�:N NSTAL LATIQr,' N*1Ep, Sarvani Marella T2 Outdoors LLC 980 East State highway 121 Bldg, B, Suite 5 Lewisville, TX 75057 Re. 3004 Old Mill Run Grapevinc,'rX 76051 Helical Pier Pool foundation Analysis To Whom if May Concern. Sheet t.104 shows aseries of twelve (12) helical piers spaced equally around the perimeter of the proposed pool to support the perimeter vertical wall foundation. The main reason helical piers were chosen over poured concrete piers or driven piles is because they distribute the foundation load instead of concentrating in on just one bearing point. Secondly, the pool coping is located two (2) feet away from the 8"x8" comer post supporting the covered patio structure. By distributing the foundation over a greater surface area, helical piers are more stable than concrete piers or piles and less likely to adversely affect the patio structural inundation. If you have questions, please advise. Thank you. OF Z 4-� Mark C. Webb. RE- ............. — ....... Sj3... .......... ... W, 214 606 4822 5803 Copperwood Lane #2118, Dallas, Texas 75248 800 236 1590 Fax mcv, 5"i `"auncl T— J— -------- CONCEPT PLAN Stak AS NOTED Name. Date, I PERMIT 08,06,2024 REVISION 68.19.262A EVOON'l 66 2024 CONCEPT PLAN Ll 02 El —ES l2 Al "I I 1H I ,T '1,11S '�R— J-� 1 5TRLCT— j AIT. ILI L�11EA%DTI UT -1 'At'�1 —11- oEr N—TE I 10 —TI —11"T ITUI 1111 . . ........ .. 111LTP I I NI PA_ - --- — ------------------ �z, CONCEPT PLAN Scale 118" = V Y' T TS r. Scale: AS NOTED Issue'. Name. Date, PERMIT 08,0&2024 REVISION 08,191024 REVISION-L 08.22.2024 Sheet CONCEPT PLAN Ll 02 aF nFa�pNnii NrnTa cnaaEp151 F<; .sTFFt—cuPirv�'vP a s -- ®�2 Xt / 2 r POOL PLAN Scale 118"=1'-0" 0 5 10 20 North ACCENT WALL ELEVATION 5 Scale 3/4" = 1'-0" _ 0 1 2 5 2 PIER PLAN Scale 1r8"=1'-0" /` 0 5 10 20 1 Norm aytE E, INT TnaE --T I ae oErwLs 11I wAT TILE dl „-o _ ° a �N re,a�can,2 na corvtacr—'T o svrEDnETf rua. /'' { } "E aus*Eh paeEo ,., N50R�fh[T ryFt ifhL alEa 3 POOL SECTION I22r_ 1IM - _ L 3, wW- Scale 114"= 1'-0' 0 25 s iiwnu ry E o_sEvcn r svn wni, warFE, NF s- s L�EOERs T r. mw, / e.nry cL -I - 3{' 1' ar.,m ,.oircke eoEEo . s.rvTnET��aF �f PL�rEa aAaErvfr, 4 POOL SECTION l .pN E eLD = LP - Scale 1r4"=i'-0'• fa1eTI-1 0 25 5 10 -sv,r„En- n�aF .,. „oo E—Ep Z' ,cr_ pEre.,Efa n,� X rvc pE�r F,RF ;,,a,nrenllnE ,S.e .pa�,pfTprv�fppE � f ` CONCRETE DECK TYP. 6 Scale 314"=IT0" 0 1 2 5 7 POOL LOUNGE TYP. scale 3/4• = 1'4' , 2 12 OUTDOORS POOL -PLANT S T20UMOORS m'n Sh9 Ts Scale. AS NOTED W U Z W Z W UJI 0 5; W m a 0 Z M 0 Name: Date, PERMIT 08,06.2024 REVISED 08.19,2024 REVISED 09.19.2024 Em POOL PLAN L104 t -- ----------- T— —6 19 HARDSCAPE PLAN 0--5 10-20 11�yD OUTDOORS MUTDOORS Scale: AS NOTED Issue Name: Date PERMIT 08,0&2024 REVISION 08,I9.2024 REVISION, 1 08.22,2024 Sheet, HARDSCAPE PLAN Ll 05 da ............... DRAINAGE PLAN S.1, Ile, = 11-e�, 0 0 �, 'I* 5 1N-h ail F I I N1 'RAI F 'A I H L, ITIRI —N— —11 Vid 2-E 11-1 DARNAIE vnra j C) 0 12 OUTDOORS T �R T1 lnll� T;11 7; Scale: AS NOTED Name: Date, PERMIT 08,06.2024 REVISION 1 08.22.2024 Sheet. DRAINAGE PLAN L107 OUTDOORS Scale: NOT TO SCALE