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Home My WebLink AboutItem 19 - PP Grapevine LoftsPreliminary Plat Application Lots 1-4, Block 1, Grapevine Lofts i 0 113116II&S N--mol"'m GENERAL: • The applicant, Mr. Craig Nedderman, is platting this 10.58 acre site to build four high rise condominiums. 11. STREET SYSTEM: • The development has access to Grapevine Mills Circle and Anderson Gibson Road. • The abutting roads: El are on the City Thoroughfare Plan Z are not on the City Thoroughfare Plan ❑ Periphery Street Fees are due as follows: Type of Roadway Fj Major Arterial (A) E] Major Arterial (B) r -I Minor Arterial (C) 1 F❑ Minor Arterial (D) F -I Collector (E) F -I Collector (F) F-JSidewalk F-JCurb & Gutter TOTAL Cost / LF $234.57/LF $ 178.35 / LF $ 203.06 / LF $ 170.33 / LF $ 170.33 / LF $ 150.98 / LF $ 15.00 / LF $ 10.00/1-F Length Cost Z Periphery Street Fees are not required for the development. • The site drains east to west towards Corps of Engineer land and Cowboy's Golf Course. • The developer will be required to design for onsite as well as offsite drainage in accordance with the requirements of. the City of Grapevine's Code of Ordinances. 0:\AGENDA\2006\1-17-06\GrapevineLofts—Rdoc IV. WATER SYSTEM: ❑ The existing water supply system bordering the subject site is adequate to serve the development. ❑ The existing water supply system bordering the subject site is not adequate to serve the development. Additional off site water system improvements will be necessary to serve the site. ® An existing 16" waterline borders the site on the east side. However, an engineering study will be required to determine if the high rise towers can be served with adequate flow and pressure from the existing system. Any modifications to the system will be at the cost of the developer. V. SANITARY SEWER SYSTEM: ❑ The existing sanitary sewer collection system bordering the subject site is adequate to serve the development. ❑ There is not an existing sanitary sewer collection system bordering the subject site. ® An existing 8" wastewater line is available to serve the site at the north boundary. However, an engineering study will be required to determine if the density of the high rise towers can be adequately served with this existing line. Any modifications to the system will be at the cost of the developer. VI. MISCELLANEOUS: ® Water and Wastewater Impact Fees are not required for Lots 1-4, Block 1, Grapevine Lofts ❑ Water and Wastewater Impact Fees are due prior to the issuance of building permits for ❑ Single Family Residential ( $ 2,778 / Lot) ❑ Multifamily ( $ 1,291 / Unit) ❑ Hotel ( $ 47,631 / Acre) ❑ Corporate Office ( $ 22,023 / Acre) ❑ Government ( $ 7,688 / Acre) ❑ Commercial / Industrial { $ 6,352 / Acre) ® Open Space Fees are not required for Lots 1-4, Block 1, Grapevine Lofts ❑ Open Space Fees are required ❑ R-5.0, Zero Lot District ( $ 1,416.00 / Lot) O:\AGENDA\2006\1-17-06\GrapevineLofts_Rdoc ❑ R-7.5, Single Family District ( $ 1,146.00 / Lot) ❑ R-12.5, Single Family District ( $ 1,071.00 / Lot) 3 ❑ R-20.0, Single Family District ( $ 807.00 / Lot) ❑ Public Hearing Only City Council and Planning and Zoning Commission Action scheduled for ❑ Variances are required on the following items: ❑ Front building line ❑ Rear building line ❑ Lot depth ❑ Other — BZA hearing to be conducted on ❑ The following items associated with this plat are not in accordance with the current subdivision standards: ❑ 50' ROW dedication not met: Developer is proposing to dedicate 40' of ROW with 10' of sidewalk and access easements. ❑ Length of cul-de-sac street exceeds the 600 -foot limit: VII. STATEMENT OF FINDINGS: A. The City has determined that the right-of-way and easements required to be dedicated for streets, utilities, drainage, access, sidewalks 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 provides for future widening of public streets that will serve the development of this site. The onsite utility easements provide for a utility network to serve the development of this site. ® The onsite drainage easements provide for a drainage network to serve the development of this site. ® The onsite access easements provide cross access capabilities to this site and surrounding property. 0:\AGENDA\2006\ 1 -1 7-06\GrapevineLofts_P.doc The onsite sidewalk easements provide for a sidewalk network to serve the development of 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: ❑ The right-of-way is necessary to provide for future widening of public streets that will serve the development of this site. ® The onsite utility easements are necessary to provide for a utility system to serve this development and connect to existing utilities on surrounding property. ® The onsite drainage easements are necessary to provide for storm drainage improvements to serve the development of the site. ® The onsite access easements are necessary to provide cross access capabilities to this site and surrounding property. ❑ The onsite sidewalk easements are necessary to provide for a sidewalk network to serve the development of this site. ® All of the dedications benefit the development to at least the extent of the impact of such on the development. The members of the City Council and The Planning & Zoning Commission consider the following motion: "Move that the City Council (Planning and Zoning Commission) approve the Statement of Findings and the Preliminary Plat of Lots 1-4, Block 1, Grapevine Lofts. OAAGENDA\2006\ 1-17-06\GrapevineLofts_Rdoc == Lt COMMENCING AT THE U.S. ARMY CORPS OF ENGINEERS MTA- SAID MONUMENT BEING ATOPAONUMESOUAR CON RETE POST LOCATED AT THE MOST EASTERLY SOUTHEAST CORNER OF A 3759 IN A DECLARATION 0 DESCRIBED AKINGI BY TIE U.S. ARMY Au'4 CORPS OF ENGINEERS AND BEINGEEA PART OF THE SAME BY MRS. CONVEYED BUUCKOAL00 BY DEED DA ED 7DEOEMSER 1934AND RECORDED IN VOLUME 123BAT PAGE 373 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS. THENCE NORTH �88 DEGREES 30 MINUTES 13 SECONDS FOUND WITH CAP STAMPED SCI 24� SAND POINT BEING THE NORTHEAST CORNER OFA PAROEL OF LAND DESCRIBED IN DOCUMENT NUMBER D�>v89024 PARTNERS F THE DEEDCOROED IN INETHE WEST LINE OFA PARCEL OF I4NS0 OESCRIBEBEING EN A RECO To JAMES IN VOLUME 62UPTON 4 TP AGEN7886 OFTHEE �EE� ON RECORDS OF TARRANT COIJNTV, TEXAS. SAID PEED BEING THE POINT OF BEGINNING. THENCE NORTH Oi DEGREES 29 MINUTES 47 SECONDS PARCEL A DISTANCVE OF 53 75 FOEE,T TSA0121N H (IRON ROD FOUND WITH CAP STAMPED SC12466 SAIO POINT BEING THE NORTHWEST CORNER OF THE ABOVE SAID UPTON PARCEL, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF PARCEL OF LAND DESCRIBED IN A DEED TO W.D. HN 07 PEGGIE IHNFELDT AND LORETTA IHNFELDT RECORDED IN VpLUME .7BC.0PAGE ,E 2SOF THE GEED RECORDS OF TARRANT THENCE NORTH 01 DEGREES 25 MINUTES 17 SECONDS WEST ALONG THE WEST LINE OF THE ABOVE SGN AID W.D.. PEGGIE AND LORETTA IHNFELDT PARCEL A DISTANCE OF RNE 5 AMPED SCI024A66 SAID POINT EEINGETME NORTHWE6T IHNEEEHT PARCELBSAID POINT AQSO BEINLG T.}iE SOUTEHVS7 JANET HUTCHINSONR CORDEORNVORUME 33INg418D AEGt7ETO IRENE 227 OF THE DEED RECCRDS OF TARRANT COUN'fYP, TEXAS. THENCE NORTH 01 DEGREES 07 MINUTES 12 SECONDS WHNEFET�ApL♦OPO CEEMSSTgNEEOFFTHE�gA3B2OFVEEETSTIIDDAWD. NCH IRON R� FDG<JO WITH GIP STAMPED -bp- 24� ppSA�II�D POINT oD IHNFIELDT PARCCELL SAAIID POINT ALALSL OF LAND O BEIHN G 1HE VOLDME S_ PAGE 5005E OF TTHHEV NTUREED ECO �BND INA TA(tRANT COUNTY, TFxA3. THENCE NORTH W DEGREES SE MNULES 30 SECOMOS EAST ALONG THE NORTN INE OF THE gBOVE-AIOWD. IHNFELDT PARCEL ANp BOUTH LINE OF THE ABOVE 50.10 WA GRAPEVINE JOINT YENTIIRE PARCEL A DISTANCE OF 6 AMPED Sq 2A SAIDPOINT'EIVINMENNORTTM-IECAAST CORNER OF THE ABOVE SAID W.O. IHNFELDT PARCEL, SAID POINTALSO BEING THE SOUTHEAST CORNER OF THE ABOVE SAID WA GPAPE�VI�NE JOINT VENTURE PARCELYAND SAIQ SIBS NROADLIFORMERE.Y SOTCALLED CO WUNTYR�D30RKSO OR WHITLEY-THWEAT ROAD . THENCEpSO'M 01 DEGREES 24 MINUTES 3O SECONOB ANDERSDNti SON RSOA0 Aa TE AYA EOAF8 EE ABOVE OFM7.2P-PT AND ((,,O HTTAIHNFELDT PARCEL A DISTANCE OF 33].12 k'E TTOA 121NCH IRON ROp FOUND SADPOINT BEING THE SOUHHEAST CORNER OF THE ABOVE SAID W.O, PEGGIE ANDLOftETfA IHNFELDT PARCCEEL SAID POIMALSO PEARING� NORTHEAST CORNEROFTHEARN SNO UPTON FLOOD STATEMENT THENCE SOUTH 01 DEGREES 31 MINUTES 14 SECONDS EAST ALONG THE WEST RIGHT OF WAY OF THE ABOVE SAID ACCORDING TO MAP NO. 48439CO210H OF SAID UPTON PIAgSCELA DISTAND ANCE O EAST FEEOTFTO Al2 THE FEDERAL EMERGENCY MANAGEMENT INCH IRON ROD FOUND WITH CAP STAMPED JPH LAND AGENCY'S FLOOD INSURANCE RATE MAPS SURVEYING,SAID POINT BEING THE SOUTHEAST CORNER OF FOR TARRANT COUNTY AND INCORPORATED THE NORTHEAA,ST CORNER ORK OARCELOF L NLD DESCRIBED AREAS, DATED AUGUST 2, 1995, THE IN A DEED TO WILLIAM D. IHNFELDT AND RONALD WARRICK SUBJECT TRACT IS SITUATED WITHIN THE HeCORDED IN VOLUME 50D8 PAGE OFTHE DEED UNSHADED ZONE "X"; DEFINED ASAREAS RECORDS OF TARRANT COUNTY, DETERMINED TO BE OUTSIDE THE SW -YEAR THENCEALONG THE WEST RIGHT OF WAY OF THE ABOVE FLOOD PLAIN. THIS FLOOD STATEMENT SAID ANDERSON-GIBSON ROAD AND THE EAST UNE CO THE DOES NOT IMPLY THAT THE PROPERTY OR ABOVE SAID IHNFELDT/ WARRICK PARCEL THE FOLLOWING; STRUCTURES TH EPSON WI LL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE SOUTH03 DEGREES 11 MINUTES 42 SECONDS EASTA OCCASIONS FLOODS CAN AND WILL OCCUR DISTANCE OF 201.81 FEET TO A 1" IRON PIPE FOUND. AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS SOUTH 02 DEGREES 50 MNUTES 59 SECONDS WESTq FLOOD STATEMENT SHALL NOT CREATE DISTANCEICSTAMPED ,FIPHTLMTD 112IN WIOON ROD FOUND LIABILITY ON THE PART OF THE SURVEYOR. SOUTH t2 DEGREES 21 MINUTES 29 SECONDS WEST A DISTANCE OF 112.30 FEET TO A MAG NAIL WrrH SHINER FOUND STAMPED JPH LAND SURVEYING. SAID POINT BEING GRAPEVINE PARTNERS PARCELHE ABOVE SAECARTER THENCE ALONG THE SOUTH AND WEST UNES OF THE ABOVE AND EI LINES RIC THERABOVE SAID CARTER GRAPEVINE PARTNERS PARCEL THE FOLLOWING; DISTANCE OF 8507 FEEMINUTES I INCH PIPENFOUND. NORTH 26 DEGREES 46 MINUTES 29 SECONDS WESTA DISTANCE OF 95.06 FEET TO A 518 INCH IRON ROD FOUND D STANCE OF 72E.E72 FEET TO AS INCH PIPNE FOUNOT A DISTANCE DEGREES FEETI TO AS2INCN IRONSRODTA BEI NO THE NORTHWES PCORNER OFTT EABOVE SAID IHNFELDT I WARRICK PARCE SAID POINTALSO BEING THE SOUTHWEST CORNER THE THE ABOVE SAID UPTON PARCEL THENCE NORTH 01 DEGREES 29 MINUTES 47 SECONDS WEST ALONG THE EAST UNE OF THE ABOVE SAID CARTER GRAN VINE PARTNERSPARCEL AND TH WEST LINEOFTHE ABO SAID UPTON PARCELA DISTANC OF 140.8.5 FEET TO SQUARE FEET OR92YIAD ESOFOLANNTDNTNG 404.122 ORAPE`A ASi10E 2118 0.60 ACRES CABINETP-R_T,O.T. 26,194 SQ. FT. NOTES 1. THE 100 -YEAR FLOODPLAIN DOES NOTAFFECT THE PROPERTY. 2. THE SITE IS CURRENTLY ZONED PLANNED INDUSTRIAL DISTRICT, THE PROPOSED ZONING IS COMMUNITY COMMERCIAL WITH A PD OVERLAY. 3. THE INTENDED LAND USE IS MULTI -FAMILY RESIDENTIAL 4. THE PROPERTY HAS VARIOUS WOODED AREAS WITH APPROXIMATELY 75% COVERAGE. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS; THAT 1, CHARLES G. STARNES, DO HEREBY CERTIFY THAT 1 PREPARED THIS PLAT AND THE FIELD NOTES MADE A PART HEREOF FROM AN ACTUAL SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN HEREON SHALL BE PLACED UNDER MY SUPERVISION, AND THAT IT SUBSTANTIALLY CONFORMS TO THE PROFESSIONAL AND TECHNICAL STANDARDS OF THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING. PLANNING & ZONING COMMISSION: DATE APPROVED: CHAIRMAN: SECRETARY: GRAPEVINE CITY COUNCIL: DATE APPROVED: _ MAYOR: CITY SECRETARY: s 0x`00" DATED THIS DAY OF 200_ MEVEUIMb MOW ROVEM1TATIMI 3URVEYLiDI ENMNMb LINK EQUITIES LANDHOLD ADVISORS, INC. �+ j ® M t= A 0 A R T i RNA. 16250 DALLAS PARKWAY P.O. BOX 92533 ShmoS jr EEClNHEEV►LAEEEEl-91)" YOAE SUITE 102 SOUTHLAKE, TX76092 4035 Woodland Park Hlvd.8uNe 2T0 DdM1 T® CHARLES G. STARNES - S, 7X 75248 (817)461-3488 AtlN9fm,Twr76o13 3030 LBJ FREEWAY, SUITE 910 DALLAS, REGISTERED PROFESSIONAL LAND SURVEYOR, R,P.LS. 97466 DALLA13.4010 (817)365-2681 Fax(917)2654347 DALLAS, TEXAS 75234 (972) 488-3880 AVA. .vxr PR MIM a= Afik ANAP