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HomeMy WebLinkAboutItem 35 - PP Elmwood Heights AdditionCCS ITEM • Mhz-.0 / MEMO TO: HONORABLE MAYOR AND MEMBERS OF E CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER MEETING DATE: AUGUST 21, 2001 SUBJECT: PRELIMINARY PLAT APPLICATION LOTS 1-4, BLOCK A, ELMWOOD HEIGHTS ADDITION PLAT APPLICATION FILING DATE ....................................................... August 10, 2001 APPLICANT........................................................................................................ Kent Bell REASON FOR APPLICATION...............................Platting site for the development of single family homes PROPERTY LOCATION ................................................Southwest corner of Turner Road and Dooley Street SITEACREAGE...................................................................................................... 0.812 ZONING................................................................................................................... R-5.0 NUMBEROF LOTS.........................................................................................................4 PREVIOUSPLATTING................................................................................................ No CONCEPTPLAN................................................................................................... Z01-05 SITEPLAN................................................................................................................... No OPEN SPACE REQUIREMENT................................................................................ Yes AVIGATIONRELEASE............................................................................................... Yes PUBLIC HEARING REQUIRED.................................................................................... No O:\AGENDA\08-21-010mwood F.doc PLAT INFORMATION SHEET PRELIMINARY PLAT LOTS 1-4, BLOCK A, ELMWOOD HEIGHTS ADDITION I. GENERAL: 1. The applicant, Mr. Kent Bell of JDJR, Engineers and Consultants, Inc., is platting this site for the development of single family residences. 2. This 0.812 acre site is located at the southwest corner of the intersection of Turner Road and Dooley Street. 3. This proposed site is currently developed with one single-family residence, which will be removed prior to development of new single-family residences. II. STREET SYSTEM: 1. The developer is proposing driveway access to the site from Turner Road. 2. The developer is dedicating right of way along Turner Road and Dooley Street. III. STORM DRAINAGE SYSTEM: 1. The developer is proposing to tie an onsite drain system into an existing inlet located on the southeast corner of Lot 4. 2. The developer will be required to design for on site and off site drainage in accordance with the City of Grapevine Code of Ordinances. IV. WATER SYSTEM: 1. A 6- inch water line is located on the north side of Turner Road. 2. The developer will be required to design for on site water service requirements in accordance with the City of Grapevine Code of Ordinances. 3. The existing water distribution system is adequate to serve the development of this site. V. SANITARY SEWER SYSTEM: 1. A 6- inch sewer line is located on the south side of Turner Road. 2. The developer will be required to design for on site sanitary sewer service requirements in accordance with the City of Grapevine Code of Ordinances. 3. The existing sanitary sewer collection system is adequate to serve the development of this site. VI. MISCELLANEOUS: 1. Water and Wastewater Impact Fees are due prior to the release of Building Permits. (Present Fee is $1,897.00 per lot, $5,691.00 for 3 lots) 2. The Open Space Fee required for the development is $4,248.00 (3 lots, $1,416.00 per lot) VII. STATEMENT OF FINDINGS: A. The City has determined that the right-of-way required to be dedicated for streets, utilities, drainage and other municipal needs and services are consistent with the City's ordinances and master plan, are reasonable and are connected to the proposed project in the following manner: The right-of-way dedicated by this plat is necessary to provide for the future expansion of the public transportation system to serve this and surrounding developments. 2. The on site utility easements are necessary to provide for public and franchised utilities to this site and surrounding development. 3. The on site drainage and access easements are necessary to allow for public access as well as storm drainage through this site. B. The City further finds that the required dedication is related both in nature and extent to the impact of the proposed development as follows: 1. The on site utility, access and drainage easements are consistent with the City's policies of easement dedication where there are existing utilities, where future utilities would be located, and along necessary drainage patterns. 2. The right-of-way dedicated by this plat will allow for the development of the surrounding transportation system. 3. All of the dedications benefit the development to at least the extent of the impact of such on the development. VIII. RECOMMENDATION: 1. The members of the City Council and The Planning & Zoning Commission 0 consider the following motion: "Move that the City Council (Planning and Zoning Commission) approve the Statement of Findings and the Preliminary Plat Application of Lots 1-4, Block A, Elmwood Heights Addition." JLH/saj APPLICATION FOR PLATTING CITY OF GRAPEVINE, TEXAS TYPE OF PLAT: Preliminary _-_---�Final —Replat Amendment Name of Addition: —r;�4.=Q N:E14815 ADDIT1,00 Number of Lots: 4j Gross Acreage: 0, (11 Proposed Zoning: �14. Location of Addition: Cdre-P40- 9-� Mjd-ke4c ED, N -E 060!L WWI Name: Address: State: TX Signature: X APPLICANT: Zip: -76(j-3-7,� Name: ,j, ej. xr,QZEhq � Address: 5< lrxprs ()Q. # I dq State: —TK Zip: S-66 Signature: L'i - 1LJ && SURVEYOR: Name: Ji:>j z > leer s i czv-nso l%u s, lew. Address: ZQ5- TL -XM uz, 10q State: --rK Zip: Application Received: �12 /01 Fee Amount: $ 12-0-00 Contact: Qumire �jeKar 9 hi 0 0 M Fax: Contact: J 1C rr City: ( am IW G, Phone: 0-7.4 z S Z - 573S-7 Fax: KIA V7-3- MeO Contact: , J , ILCQT 6c-tL City: 112V Gjtt, Phone: (qu) 25'2-535'7 Fax: —(17* -173 -!S%& 0 FOR OFFICE USE ONLY Check Number: 44 APPLICATION FOR PLATTING CITY OF GRAPEVINE, TEXAS TYPE OF PLAT: X Preliminary --Final ---Replat Amendment PROPERTY DESCRIPTION: Name of Addition: C-t-Imcoolarn Atmen �mnin&a— Number of Lots: q Gross Acreage: __j2,_191? . Pro ( posed Zoning: --M to - Location of Addition: 540114 k3CSr -7112)IC-a 94, Aer D66 904011:1 a24 6 Is Address: '9 G. State: � Zip: - 7 5646 Siqnature: J.;, � Name: -c,,]- 16—mn or --Li, JDJI2 Ei% ers-4 CaA6VK-&,,f3 Address: z �, 7 r no -A C'M State: Zip: Contact: -J&*Ia Hitfpotp, Phone: 6M Z"-1 3� Fax: Contact: I I - V a. r,1 -L - City: P -V tm� Phone: q-773 2Cj Pnv* 14T 'I -A 273 Signature: SURVEYOR: Name: jDj(LAddress: 2SD15' Tl`s D 1416Q State: --fY Zip: --7_0 C Contact:,), kgLNg cam I'M M Phone: q 7Z) Z,5'2- - S3 � .1 Fax: (47 Y. 2-7- 3 - FOR OFFICE USE ONLY Application Received: -7 /2- By: , I I Fee Amount: Check Number: -A 1-7 Z— 4_t C CD DTC V _C U) J --T C EC7 r -t U) C O C, Cz Ln C_ CD UJ C •N CM C 1.11 2 7 O (T) m m C� 'e 't CT') eti 7 CU E.J J d CU I CU r_ CU f - Q J a CU CU 1 C\J / CU CU / O O ti) a EL CD 7 (UNPLATTED) JOHN PATTERSON & ANNIE BROWN s^WATER un a�_ ARC: 72.19' t- TURNER ROAD \� 2Or�� '''Chd: S82'41'36", ;,-_-_-(40-FOOT RIGHT-OF-WAY) -- e' LEGEND IRS IRON ROD SET YELLOW -CAPPED "JDJR' IRF IRON ROD FOUND Wi WATER VALVE SSMH SANITARY SEWER MVINOUi SI STORM SEWER MANHOLE CO CLEAN OUT EH FRE H:ORANT Will WATER METER RCP REINFORCED CONCRETE PIPE CM CONTROL MONUMENT NOTES: (UNPLATTED) JEROME JONES (v- 12106. Page 1249) DRTCT Tan: 30.51sIGHT " --.,, Rad: 274.3=R.d: 'E 48.25•,` t rvar " a� ✓" ; Set'16'30'E 41.75' V D4TANCE EASEMENTArc: 60.731 \ OFDIGnON BY THIS PUT r CHAIRMAN: BY TNIS PUTay !j13 14' 1 1.164 SO.Ff Oft 0.040 ACRES \ I ( 6' 15'x15'581'20 CORNER CLp t, Dill' 60.52' I To': 5.8�. 1 /vc: 11.65\ I \• 25' BUIDINO LINE 1 � } 75.00_ 1 > ' -CF�i t N98'S9Y$'E I 1 ZONED R-5.0 I• S09'O4'01'1 3-1X11" t1AC11IBOffRod: ' 3 '� I' I , SSMH IRS o r w � c r41"8*1.1 16Ton: EASEMENTS j •:' i FRONT YARD I 2098Arc: 41.98CA: 5 ;lAN 704'05Chd: NO2-56'14"Dist: 41.96'LOT T LOT 2LOT 3 I w LOT 4 7,958 SOFT z 0.183 ACRES g . I a E ],' 80 SOiT I 'o 6 0.f BD ACRES g i a m `6J O,dO4 SO.FT 0.194 ACRES W 1 ; o III i� l w 0,636 sO.FT I u m 0.228 ACRES ,1 y 3 1'- 1M�eo ' I b R I �rbgt o I b -1PFY4q(J>•i}• (Z BLOCK A w ,k GI b N • � � I Z g •r+tAw�.. = i l .1'I ••,I I `` 36,389 i,T 0.812 ACRE6 -d0' BI/FFFA ARU SEBACK "\rho (Z am •my L rR•W `` 1 rY'tbsO4ow4 I •.•R. ACGCSS EASEMMT l `\ 6' ACCESS EASEMENT He Rod: 1 37 50 r•tarBeeEscme I 6' ACCESS EASEMEM I BY THIS NAT TMS PUT \ ( IF 1RIUIY & DRAINAGE �' EASf]AENT • 1AIM M ion: a sB�t • Arc: 8 1 i 1 7'29' ! I CA: S7'2 BY THIS PUT I "I UTILITY EASEMENT BY THIS PUT I ---�' I 'S r- a.rQ' BI lH5 PUT t r I I t, _ Chd: N ' 2.O '31'E I Di3F: 8 .87e,nM I wom __J I , �. I •. 'i t tTMowar I 9.8 N1Mp�OM1Y 59.85 .- I tI1MCfA1hIl�„ I .., ismue tft7x I .85' • .......... -...._.._ _. tl 5/8'1R5 rotarnrAEY " 5%9'IRS .,..-.... _.. ... ..-..558.W5.._. . ..._..................__�.,.','�.�. `•. 5Y8 RS GPs NAD 83 COORDINATES \-N=7029039.95 S89'S9'00 252.42 ``��• .` ,2.30'.... . •.\ E=2405836.36 Lot 2111, Block 11:_,;.1 Northwest Crossing Shopping Center (Volume 388-189, Page 81) PRTCT - '11't1 1. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH UNE OF TURNER ROAD RECORDED IN VOLUME 388-39. PAGE 77, P.R.T.C.T. 2. ALL IRON RODS SET (IRS) ARE 5/8" WITH PLASTIC CAP STAMPED "RPLS 4838'. 3. THE 6 -FOOT ACCESS EASEMENTS SHOWN HEREON SHALL BE FOR THE BENEnT OF THE ADJACENT LOT OWNER FOR MAINTENANCE PURPOSES. 4. INTENDED LAND USE: SINGLE FAMILY S. ACCORDING TO SURVEYOR'S INTERPRETATION OF INFORMATION SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM (NFIP) "FLOOD INSURANCE RATE MAP' (FIRM), COMMUNITY PANEL No. 480598 48439 C 0205 H, DATED AUGUST 2, 1995..THE PROPERTY APPEARS TO UE WITHIN ZONE 'X' AND NO PORTION OF THIS PROPERTY UES WITHIN A 'SPECIAL FLOOD HAZARD AREA (SFHA) INUNDATED BY 100 -YEAR FLOOD" ZONE AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. FEDERAL INSURANCE ADMINISTRATION. OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DALE VEENKER ZONED NC 4 RCP i28' 04'32"W SIDEYARD 1 70' T1' RAD: 11 5.00 r CHAIRMAN: SETBACK 14' ARC: 6 6' m . { _ ( 44' 11' SIDE YARD Chd: S) > ' SETBACK 26' Ami raj ' 3 '� I' I , SSMH IRS o r w � c EASEMENTS j •:' i FRONT YARD I 5 ;lAN m� 1 � 3saD TYPICAL SIDE YARD SETBACK AND ACCESS EASEMENT LOCATION N.T.S. D: 1� NOTE: NO FENCES SHALL BE CONSTRUCTED CLOSER THAN THREE FEET (3') TO ANY EXTERIOR WALL OF THE MAIN STRUCTURE (EXCLUDING PERPENDICULAR FENCING) 4 RCP i28' 04'32"W PLANING AND ZONING COMMISION: 1 70' SUBJECT RAD: 11 5.00 r CHAIRMAN: TAN: 3 14' ARC: 6 6' m DATE APPROVED: 'CA: 03, 44' HWY. Chd: S) > ' DIST: I I 26' Ami raj ' 3 '� I' I , SSMH IRS o r w � c z 5 ;lAN m� 1 � 3saD 1 3a. • D: 1� 5.0 ' ARC: CA: Chd: DIST: SCALE 1"=20' 0 10' 20' 40' 60' GRAPHIC SCALE PFACH i28' 04'32"W PLANING AND ZONING COMMISION: 1 70' SUBJECT DATE APPROVED: PROPERTY CHAIRMAN: ' I I TURNER GRAPEVINE CITY COUNCIL: m DATE APPROVED: AbRiMYEST HWY. _LOCATION MAP 3'1 71 i28' 04'32"W PLANING AND ZONING COMMISION: 1 70' DATE APPROVED: CHAIRMAN: ' I I SECRETARY: GRAPEVINE CITY COUNCIL: DATE APPROVED: MAYOR: CITY SECRETARY: I MICHAEL DAN DAVIS. of JDJR ENGINEERS & CONSULTANTS, Inc., a Registered Professional Land Surveyor of the State of Texas, do hereby declare that I prepared this plot from an actual and accurate survey on the ground and that the comer monuments shown thereon were properly placed under my personal supervision in accordance with the platting rules and regulations of the State of Texas and the City of Grapevine. 4E OF Tf MICHAEL DAN DAMS 1�•aiF:i�+y REGISTERED PROFESSIONAL LVID SURVEYOR N0. 4838 . ...................:.... MICHAEL DAN DANS 48311 y� es. 5 UNN4' OWNER'S DEDICATION THE STATE OF TEXAS )( CITY OF GRAPEVINE )( COUNTY OF TARRANT )( WHEREAS WE, JOHN MIIUARA and RONNIE WRIGHT. by deed recorded in Volume 14923, Page 176, In the Deed Records of Tarrant County, Texas, are the owners of a tract of land situated in the A.F. loonord Survey, Abstract No. 946, Tarrant County, Texas, and being that some troct of and described in deed to Henry Redman recorded in Volume 1534, Page 8 in the Deed Records of Tarrant County, Texas, and being more porticulorly described as follows: BEGINNING at a 5/8 inch iron rod copped "RPLS 4838" set at the intersection of the west line of Dooley Street (a 70 foot right-of-way) With the south line of Tumor Road (0 40 fool right-of-way) as shown on the plot thereof recorded in Volume 388-39, Page 77 in the Map Records of Tarrant County, Texas. some being the ­ of a non -tangent curve to the right having o radius f 1165.00 feet, a central angle of 03 degrees 03 minutes 44 seconds, a tangent of 31.14 feet, and a chard that bears South 02 degrees 26 minutes 24 seconds West 62.26 feet; THENCE, with said Curve to the right and with said west line of Dooley Street, 0 distance of 62.26 feet to a 5/8 inch iron rod capped "RPLS 4838' set at the beginning of a curve to theleft having a radius of 1235.00 feet, a central angle of 03 degrees 47 minutes 28 cends, a tangent of 40.82 feet, and a chard that bears South 02 degrees 04 minutes 32 seconds West 81.70 feet: THENCE with said curve to the left, continuing with said west line of Dooley Street, a distance of 81.71 feet to 0 5/8 inch iron rod capped "RPLS 4838" set at the northeast corner of Lot 2R, Block 1, Northwest Crossing Shopping Center according to the plat thereof recorded in Volume 388-189, Page 81 in the Map Records of Tarrant County, Texas; THENCE South 89 degrees 59 minutes 00 seconds West, with the north line of said Lot 2R, Block t. Northwest Crossing Shopping Center, passing at 2.50 feet a set 5/8 inch iron rod capped "RPLS 4838" and continuing with said north line of Lot 2R, Block 1, Northwest Crossing Shopping Center for a total distance of 252.42 feet to a 5/8 inch iron rod capped "RPLS 4838" set at the southeast comer of a treat of fond described in deed to the City of Grapevine as recorded in Volume 7785, Page 1666 in the Deed Records of Torrent County, Texas; THENCE North 00 degrees 06 minutes 00 seconds East, With the east line of said City of Grapevine tract, passing at 138.98 feet o set 5/8 inch iron rod capped "RPLS 4838, and ontinuinq with the east line of said City of Grapevine tract for a total distance of 144.20 feet to a 5/8 inch iron rod capped "RPLS 4838" In the above mentioned south line of Turner Road, same being the beginning of a non -tangent curve to the left haling a radius of 209.39 feet, a control angle of 19 degrees 45 minutes 10 seconds, a tangent of 36.46 feet, and a chord that boors South 82 degrees 41 minutes 36 seconds East 71.83 feet; THENCE, with said curve to the left and said south line of Turner Road, a distance of 72.19 feet to a 5/8 inch iron rod capped 'RPLS 4838" set; THENCE North 87 degrees 17 minutes 00 seconds East, continuing with sold south line of Turner Road, o distance of 186.74 feet to the POINT OF BEGINNING. CONTAINING a computed area of 35,389 square feet or 0.812 acres of land = r 272-2-01 It G 0.1 CL CU 1J CJ3 w U C H En -i -J C (17 +J C O v Cz In C- CD O CD LIJ r-- O O CU T� Q n Q .-4 t7'I Ev M 1- a Ji CA: 17'37'47' ' Rod: 209,27' ( Arc: 64.39' Ton: 32.45' LC=64,14' Chd: S81'54'06'e iI r TURNER ROAD !'I (40 FOOT RIGHT-OF-WAY) r EDGE OF PAVE4EM - r �. N87*25'25"E 190.77' 1 F—,WwlNa LINE I BLOC�K A µlV '+ c 35,381 SQ.FT1 EE g 1 5 tt _0.81 ACRES 1 t f 8,15 SOFT RI fotY 8.040TSO.FY 1¢I n�l LOT 3 I ' /I 0.187 ACRESLOT 1 ,�8, 201 SO.F7 u 0.185 ACRES O�' O.t88 ACRES 2 -I 1� ^�- nIIN �I II - __j IL ' ••'��-...- LM' ttUapNG UNE 1 l f i ,111 l CURRENT ZONING CLASSIFICATION: R -MF -1 CURRENT USE: SINGLE FAMILY COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL HIGH DENSITY PROPOSED DWELLING UNfTS: 4. 74.]6' , 75.0.5' I �ILOT 4 .i52 E OS NI 0.252 ACCRRES I 1 I I i i I I I I I � I 1 I I 62 1 I I I I c W 0 z APPLICANT: JOHN MILIARA 826 S. DELAWARE IRVING, TX 75060 (972) 259-5034 OWNER: EDDIE D. REDMAN. EXECUTOR OF THE ESTATE OF KATHERINE REDMAN 9801 MOUNTAIN QUAIL RD, AUSTIN, TX 78758 CA: 03'03'13' Rod: 1165.00' Arc: 62.09' Ton: 31.05' LC=62,08' Chd: S02 27'14'w CA: 03'47'11 Rad: 1235.00' Arc: 61,61' Ton: 40.82' LC=81,60' Chd: 502'05'14'W LOCATION MAP CASE NAME: ELMWOOD HEIGHTS ADDITION CASE No: 201-05 LOCATION: 414 TURNER ROAD GRAPEVINE, TEXAS 0,81 ACRE TRACT A,F. LEONARD SURVEY, ABSTRACT N0. 946 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 1 OF i APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES, DEPT. OF DEVELOPMENT SERVICES I—L}; a yil`iG LEGAL DESCRIPTION t1EiNC o 0.81 ocre tract of land situated 'n the A.F. Leonard Surrey Abet 946 in the City of Grapevine, Tarrant County, Texas and being part of o 1,00 ocre tract as conveyed to H. Redman recorded in Volume 1534, Page 8 of the Deed Records of Torten! County, Texas and being mare Port-Aarly described as follows; BEGINNIN at a found 1/2 inch ;ran rod in the West fine of Dooley Street (70' flight -of -Way, after Right -of -Way Dedication by City as shown on Plat by Sehriekel k R-Xins Engineers, dated April, 1991); THENCE South 89 degrees 59 minutes DO seconds West leaving said West Tina of Dooley Street for o distance of 256.44 feet to o found fence comer, THENCE North 03 degrees OB minutes 57 seconds East along on existing fence f e for 142.09 tact to c point in the South line of Tumer Rood as shown on the Plot recorded In Volume 388-39, Page 77 and being the point of curvature a, a no -tangent curve to the East whose chord bears south 81 degrvm 54 m;nutea O6 seconds East for 64.14 feet and having o centmf angle o/ 17 degrees 37 minutes 47 seconda and a radius of 209,27 feet; THENCE Easterly -long said South fine of Turner Road far on ore length of 64.39 feet to a point; THENCE North 87 degrees 25 minutes 25 second, East continuing along tab South line of Turner -Road for a distance of 190.77 feet to a paint in the sold West fine -1 Dooley Street and the point of curvature of o nen-tangent ewe to the South whose chord bean South 02 degrees 27 minutes 14 ...ends West for 62.08 feet and having o central angle of 03 degrees 03 minutes 13 seconds and a radius of 1165.00 feet; THENCE Southerly along said West rine of Cooley Street for on ore length of 62.09 feet to the point of revane curvature of a curve to the left whose chord beSouth 02 degrees 05 minutes 14 seconds West for 81.60 feet and having a central angle of 03 degrees 47 minutes 11 seconds and a radius of 1235.00 feet; THENCE Southerly along said curve for on arc length of 81.61 fact to the Point of Beginning and containing 35,381 square feet or 0.81 acres of land. CASE # ORDINANCE ! • CASE No. Z01-05 SHEET 11TLE CONCEPT PLAN OFAMILY R-5 SINGLE USES ELMWOOD HEIGHTS ADDITION PROPOSED 4 LOTS OUT OF THE A.F. LEONARD SURVEY, ABSTRACT No. 946 414 TURNER ROAD GRAPEVINEI TX Di ^ PREPARED BY: K ENGINEERS AND CONSULTANTS ENGINEERS • LAND PLANNERS • CAD DESIGNS P505 Texas Dfive Suite, jog V*g, Texas 75062 Tel 972.252-5957 Fat 677479=8880 DATE: MARCH 29, 2001 DRAWN 8Y: JAW SHEET NO. � C, SCALE: 1'� 20' CHECKED BY: KB