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HomeMy WebLinkAboutCA2017-3607 March 2017 David Klempin 636 South Main Street Grapevine, TX 76051 817.454.4422 C 1 `1' - 3 6 ?62-4m ► T _H 17-68 7C; A Future With A Past V P D AT60 (ip(Z t) St fF 5 1" 1-' OrL4- ) f- Fd J v 0j l d aik-t-1 ) �7 )1 vl ►� RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS # CAI 7-36 RELOCATE HISTORIC McPHERSON BARN c. 1850 713 SOUTH MAIN STREET N`E-L,3 r� o pn.6S 7/5 5 �� i l� M +ail ,j 5T GRAPEVINE, TX 76051 A55ijor-9 2_01S This letter confirms on March 7, 2017 Historic Preservation staff approved with conditions, #CA17-36 for the property addressed 713 South Main Street, legally known as Block 27, Lots 1-6 & alley on E, City of Grapevine, Texas. The following was approved on this Certificate of Appropriateness: 1. Relocate the McPherson historic barn from 901 North Park Blvd. to 713 South Main Street - to the former site of potting shed, as per attached plans with the condition a permit is obtained from the Building Department. - 9 L 5118 ($ :i, urD^ " Fd2 Fo j0PTw,J r �,#Jc/ �.w1 V An approved Certificate of Appropriateness is not an approved Building Permit and a permit is / is not required. Contact the City of Grapevine's Building Department at 817-410-3165 for information regarding permits. Thank you, David Klempin Historic Preservation Officer CA File THE CITY OF GRAPEVINE HISTORIC PRESERVATION - 636 South Main Street - Grapevine, Texas - 76051 - Phone 817/410-3197 Fax Number 817/410-3125 f CERTIFICATE OF APPROPRIATENESS APPLICATION Date l /i tyz<<1 t '7 , v'r- I -I Number -Oz- GA 1 7 3 Owner Name, Address & Phone Number A4a2licant Name, Address & Phone Number T OF PEj ► raj i J t.J -TIt -i�, .5 ,rte 'CJ,Jr-- 71. e t Phone: 6( O Phoma: 17 ' 1 Mobile: S 2 7 EEm ile` Email: Cvh 1( c 4sc. e— 5 5 0� ail•PropertAddress inclldde a�2 su e n mber J al Descri tion t 3 6U 1 V t „\ I�1j -55Taj-� Block )7 Lot t f-7' di j r, / T -/ t Subdivision Tenant Name/Occupancy/Use .0i�j 1 (P + A LLcY O 4 6 . c. Request/Description of Work to Be Done i1( T6 c. � 6VC 1 � L L)o i b 5�v T J I' i - -o a-, V1 0-,L- -�') ► TE a r- n rr r .3 Kc 1+ i ,D A-, Drawings/Sketches Attached Photographs Attached 4 -es o No Current o Historic Material Sam les Attached lease list I hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and Building Codes. A ROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIR ILDIN P MITS. Signed x -t.�- Print Name F}t> 1 12 Acrene i Owner r Contrac r Office Use d Approved- Approved with Conditions: Staff �7 HPC `� m IT %o o Denied x x hair reservation Commission F 1 ric P ese tion O cer x Date Gy\ oZ o Building Oficial 1&1 1%0 I=r„aL(4 THIS IS NOT A BUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: HISTORIC PRESERVATION DEPARTMENT FICE 817-410-3556 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS D 11 (ni MAR 102017 0 2017 Tarrant Appraisal District Real Estate 03/09/2017 Account Number. 01091204 Georeference: 16060-27-1 Property Location: 701 S MAIN ST, GRAPEVINE, 76051 . na Owner Information: GRAPEVINE HIST PRESERVATION PO BOX 95104 GRAPEVINE TX 76099-9704 2 Prior Owners Legal Description: GRAPEVINE, CITY OF Block: 27 Lot. LTS1 THRU 9 & ALLEY ON E Taxing Jurisdictions: 011 CITY OF GRAPEVINE 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE This information is intended for reference only and is subject to change. It may not accurately reflect the complete status of the account as actually carried in TAD's database C' a tified Values for Tax Year 201 Appraised Land Land Impr 2016 Total Market Value $204,428 $305,880 $510,30 Appraised Value $204,428 $305,880 $510,30 Gross Building Area 6,00 Net Leasable Area 6,00 Land S Ft 20,042 Land Acres 0.460 E t Appraised value may be less than market value due to state -mandated limitations on value increases tt A zero value indicates that the property record has not yet been completed for the indicated tax year ttt Rounded ♦ This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated 5 -Year Value History Tax Year Appraised Land Appraised Impr Appraised Total Market Land Market Impr Market Total 2015 $204,424 $305,884 $510,30 $204,42 $305,8801 $510,30 2014 $204,42 $305,88 $510,30 $204,42 5305,88 $510,30 2013 $204,42 5305,88 $510,30 $204,42 $305,88 $510,30 2012 $204,42 $305,88 5510,30 $204,42 $305,86 $510,30 2011 $204,42 $305,88 5510,30 $204,42 $305,88 $510,30 Exemptions; CHARITABLE Deed Date: 04/29/1991 Deed Page: 0000757 Deed Volume: 0010259 Instrument: 00102590000757 State Code: F1 Commercial TAD Map: 2124-469 MAPSCO: TAR -028J Agent: 2017 Notice Sent: Protest Deadline: Appraisal Site: 80092624 Site Name: GRAPEVINE HERITAGE CENTER Class: ExCommOther # of Parcels: 2 Primes Building: Building Name: GRAPEVINE HISTORICAL PRESERVAT Building Type: Commercial Year Built: 1900 McPherson Barn, c. 1850 View of Barn Corner View of Barn CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE REI_EAS WURSUA 7 if NATE BY p PA 70ENT OF DEVELONAENT SERVICES CONTACT BUILDING INSPECTIONS FOR rjERMST INFORMATION -7 slo- AF 0 ME CL LU 21 z -o 0 W. i - i_ -I w oz LL. LL baC c o 0 ui 0: ix u. p0 U - cod .00 411 eo� 17 -3t, c to X X 0 X x 0� m a) L0 0 M. _r_ U) cq CI) C j c 0 ) a Cc c —0 in co CD 0 o -2z 0- -T 0l-0 40P12.F✓S 5 1241 5,5 73 713 5. FORM SURVEY LOT A. BLOCK 15 LOT B, BLOCK 15 VOL 388-13Z PG. 20 VOL 388-132. PG. 20 OIT. O.P.R.T.C.T. 1/2' w r — b S STREET (A 50' RIGHT—OF—WAY) — 3 I GRAPEVINE HISTORIC PRESERVA71ON AND CULTURAL RESOURCES FOUNDATION iE VOL 10259, PG. 757 O.P.R.T.C.T. g�,0s � N�'4"4+pQ'E 3 '711Z1iQ eft F A?IDW �OtAGE IF CERTIFICATE OF AP ROPRIATENESS VOL.. 104M M 1838 CITY OF G EVINE O.F.R.MT. FOUT W RELEA 84151 SM FT. OR Z o < O 3 PURSUAN TO A ` 3 1.9W ACRES DATE 12 BY LJ A l_. (NOT ALL IMPROVMENTS SHOWN) D AR EUT OF DEVELOPMENT ItRVICES CONTACT BUILDING 1 SPECTIONS 7, n 5+- FOR PERMIT I FO TION Al NOIES 1. IRF - ban Rod Foatd 2 RMIS - bon Red F=W a/'POSER t UAMM SURY red plastic cop, & Bomb of BeatnG - Boead an the SeuM One Somw so z=20==1 p. 44 min. 00 +ere 1 Of owt asRdn bvd of land ato Dda Ane Rapid Tnwtdt Property Carpawtlm as hoarded H VOmw 10146, Pogo 640. 0—.d-Zordq T.-,: Canty. Tao N00 02'44'W 4. This property has not been o.bw' I per Bro dwtt's reotaat, mW Mis so "I from pwk mad without Ow 25.33' bwwft d o this oattsrdbranl, d eommtmb nioy not a drown 5 0.T 0.0.V. - Plot d 'OriGbtd Two d OropeM t� . of= hoarded In llobarte 309. Page 71. Plat Reoards Tared Cant% Taws. a Ate oda grpoee d chis lam ewrY to shoe /oma b On am depicted an Mb tan sway. 114r form w+wy b not bAtwWvd lar my other Mum by Obs ar amy ~ party, t/z' ROOD COU1111 ATf � � As dots fired by lata FLOOD PCRNtAHM RATE MAPS for the City d Onapaebn the auD}at property Dow Not YQ1uETff ePPep b 4 wGMbe a faxed llaad Naw (160 reef FII tip dde 9/25, -AM CmmatRy Pend Na 4s+afco116 ( a8jlat M4 Is Iaoald b Za X K tlde db b not within at biwt M food It- woo. this flood Stetanaet dome not kI Mat the Property aW/ar obvebm Dwr o will be free Gvn Goodin" or food dontopa On fav 0000mbn>4 ¢roster foods an and d oaar ono Good Mighb enoy be btoease0 by ww,-roods a noMal nausea This Flood Stdwtwtt shall not errata foBty m the pat d the Swv"or. The plat of arvey havm to o t v% cand cad soarote rgwem totlon of the property m dotambted by an on the grand survrA subject to any a�nd al easewtenets reaervd/otn aW n+aI I: Mot moy be d tam the frac t probud— ew 1 1of Vd for of �9 iboofed by the plot Tltery an no Moble ertaoadanatb nonfat, or JOB NO.: DA FIELD DATE: a7_ IZ)/-�2•-i / / - I-) a F III LOT 7R, BLOCK 15 INST. NO. D190200339 O.P.R.T.C.T I c WV 1 PROPOSED 'BARN' LOCATION (ELEVATED AT THE TIME OF THE SURVEY. NOT PLACED 01� THE GROUND) REMAINDER OF DALLAS AREA RAPID TRANSIT PROPERTY ACQUISITION CORPORATION VOL 10148, PG. 640 O.P.R.T.C.T ----- r GAF SOUTM OF UK O,L; �P-,. 0 REMAINDER OF DALLAS AREA RAPID TRANSIT PROPERTY I ACQUISITION CORPORATION VOL 10148. PG. 640 `L O.P.R.T.C.T I U •BEITv NG• P�,0146• M 640) A ED Is VOL - RE ST. IAS R�A , Sou ( 154. pG. 446 looabd onTfib Is to S Moh street h ow CRY of & peI mods m on T a Owarbd fwm s tdawt qty Bop Viet artaln t aol Of IoW efwoted M the NBlan Dooley Strvay. A ,held Na 422. City of Viat pertain trod of kmd to OqmrAm Naftofe wTwwt Fatatdotim. bydead Tm A In Vasarm bp i 0106, Pop 1636, Daad R c, Ta+vnt CauMtc Tama t7 -018M PEISER & MANICIN 07/10/2018 SURVEYING LLC 07/07/2016 www.pe ersurve g.com FI 1 e �, 623 E. DALLAS ROAD GRAPEVINE. TEXAS 76051 J,yy, 817-481-1806 (0) T.R.M. 817-481-1809 (F) J B W tmankinOpeisersurveying.com 1 17-234, ko-I4 S uc2v f—'f 1/2' RarlF gmnm LINE OF Nlaf3 STREET 55.8 ExT�� t/r TiCIItF "QQ CITY OF GRAPEVINE INST. NO. D209250024 O.P.R.T.C.T. 1/r GTF Rard+IM f okmdmd told lbw men w 911'2 low 11TLC coIOECIAL • RESIDENTIAL BOUTI&J E3 a YOPOGRAm MORTGAGE GENERAL NOTES:- I. OTES:1. THE CONSTRCTDN OF THE FOUNDATION SHALL CONFORM TO THE FOLLOWING STANDARDS AS APPUCABLE: A) LOCAL I INTERNATIODING NAL. RESIDENSTANDARDS- E IRC 2W3, IRC M. IRC 2M, IRC 2812 (OR OTHER PREVMING REFERENCE COM2. THE DESIGN S BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSH. 4. THE CONTRACTOR SHALL VEIWALL EDGE FORM SETTING DIMENSIONS AS WELL AS THE LOCATION OF ELEVATION CHANGES,OFF-SETS. BRICK LEDGES. AND BLOOKOUTS WITH THE ARCHITECTURAL DRAWINGSAND NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES THAT MAY DW ON THE FOUNDATION DESIGN DRAWINGS PRIOR TO COMMENCING COTSTRUCTIOII 5. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ANCHOR BOLTS, HOLD DOWN DEVICES, MECHANICAL AND PLUMBING SLEEVES, AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION AND NOTIFY THE ENGINEER SHOULD CONFLICTS EXIST WITH THE NNFORNATDN CONTAINED IN THE FOUNDATION DESIGN DRAWINGSL I. MATEIUALS 1. CONVENTIONAL REINFORCEMENT SHALL BE GRADE 170. 2. CEMENT SNA11 BE TYPE I OR TYPE I UNLESS OTHERWISE SPECIFIED IN A GEOTECHNICAL INVESTIGATION REPORT. USE NORMAL WEIf#RAGGREGATES HAVING A MAMMUM AGGREGATE SUE OF 1-0i2IN. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS. THE WATER] CEMFNTRIOUS MATERIAL RATIO SHAD. HOT EXCEED 0.50 AND THE SLUMP SHALL NOT EXCEED 81N. UNLPSS SPECIFIC HIGH RANGE WATER REDUCERS AND OTHER ADDITIVES ARE USED. ADDITIVES CONTAINING CALCIUM CHLMOES ARE PROHIBITED. FLY ASH MAY BE USED PROVIDED NO MORE THAN 15% OF THE CEMENT S REPLACED. AIR ENTRAINMENT MAY BE REWIRED FOR COLD WEATHER CONCRETE SPECIAL CONCRETE MAY BE REWIRED FOR FOUNDATIONS CAST ON SOILS WITH HIGH LEVELS OF WATER-SOLUBLE SULFATES IL CONSTRUCTION 1. REBAR SHALL BE ADEQUATELY SUPPORTED TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT 2. CONCRETE PLACEMENT OPERATION SHALL BE COMPLETED IN ONE CANTIACUS OPERATION 3. CONCRETE SHWl BE PROPERLY CONSMIGATEA N. INSPECTION INSPECTIONS WAIL BE CARRED OUT BY AN INDEPENDENT INSPECTION AGENCY OR A REPRESENTATIVE OF THE DESIGN ENGINEER. THE INSPECTIONS SHA U. CONSIST OF: 1. PRAM TO CONCRETE PLACEMENT: A) REBAR Siff, GRADE. HAIMFR OF BARS, AND SPACING 8) ADEQUATE COVER OVER REINFORCEMENT 2. DURING CONCRETE PLACEMENT AI THE PROPER MIL DESIGN IS SUPPLED AND THAT EXCESS WATER IS NOT ADDED AT THE SITE 8) THE REINFORCEMENT IS NOT DISPLACED C) CORRECT CONSOLIDATION PROCEDURES ARE FOLLOWED r,�I410" A ell A Gf Rant eF9 S. SIG HILI SaMBVBRfN A CYUDRIC.AI. FOOTING DETAIL ererr aflaablN aea, COM. Tamar maraa aewa V� iselONNIpLTOPlarR. 8, Oran gar �\ PERIMETER BEAM STEM WALL DETAIL ez- nJ P ✓L -J 7 1 1-5) J "j :5 j ., � 1-' r'L4'V� r j 7 CP w'�) IL- 7112 - PIER AND BEAM FOUNDATION SCALE: 1/8'=11-0' DIMBNSpNS SUPPLIED BY CITY OF GRAPEVINE BUILDING IS SKEWED PLAN NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK ALL DIMENSIONS AND ELEVATIONS BEFORE BEGINNING CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCY IN DIMENSIONS OR ELEVATIONS OCCURS. 2. THIS DESIGN IS APPLICABLE TO THE SPECIFIC PROJECT AND LOCATION LISTED ON THIS SHEET. USE OF THIS DRAWING FOR OTHER PROJECTS AND/OR LOCATIONS IS PROHIBITED. 3 USE THE ARCHITECT'S PLANS TO ME FORMS. 4, I T LOCATIONS AND DIMENSIONS OF SHOWERS. 5 MODIFICATION OF THESE PLANS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER WILL VOID THIS DESIGN. AY 0 EP© % IF- nims CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEAOED— 3 PURSU r$ PATE BYAui�— TMENT OF DEVELOPMENT SERVICES Note: Copyright Whitworth Engineering, Inc. All rights reserved. No part of this drawing may be reproduced by photocopying, recording or by any other means, or stored, processed or transmitted in or by any computer or other systema without the prior written pemusa(on of Whitworth Engineering, Inc. Copies of this plan without an original signature and seal are not valI CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION .\r lA'Y1 tE OF~p f ... =i , .....................:..f A AIJIN cauaRnr 9` �:........................A {� p 81471 FC hs�oyiil E�i The a" appearing on Ihis document was suUronzed by ALAN GOLIGHTLY, P.E. 81471 MAY 04, 2018 Whitworth ErnIgmsering F•3073 FOUNDAT/ONPLAN SCALE: 118'= 1'-0' CHANGED PERIMETER SEW OEM& SV4MI8 -WGA 1? -3 �-