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HomeMy WebLinkAboutItem 17 - PP Stone Bridge OaksPreliminary Plat Application Stone Bridge Oaks PLAT INFORMATION SHEET PRELIMINARY PLAT APPLICATION OF STONE BRIDGE OAKS • The applicant, Mr. Chisha Musenda is platting this 23.577acre site to build 138 town homes. This site is located south of the Southern Baptist Convention Addition between Euless -Grapevine Road and State Highway 360. 11. STREET SYSTEM: • The development has access to Euless -Grapevine Road and SH360. The abutting roads: Z are on the City Thoroughfare Plan ❑ are not on the City Thoroughfare Plan Z Periphery Street Fees are due as follows: 1. Euless -Grapevine Road, a MinorArterial 2. SH360 - Sidewalk fee Type of Roadway Cost / LF Length Cost ❑ Major Arterial (A) $ 234.57 / LF ❑ Major Arterial (B) $ 178.35 / LF ❑ Minor Arterial (C) $ 203.06 / LF M Minor Arterial (D) $ 170.33 / LF 1,540.14' $ 262, 332.05 ❑ Collector (E) $ 170.33 / LF ❑ Collector (F) $ 150.98 LF ®Sidewalk $ 25.00 LF 236.24' $5,906.00 ❑Curb & Gutter $ 10.00/LF TOTAL $ 268, 238.05 ❑ Periphery Street Fees are not required for the development. Ill. STORM DRAINAGE SYSTEM: • The existing stormwater runoff flows west to east under SH360 and ultimately to Big Bear Creek. O:\AGENDA\2006\5-16-06\StoneBridge0aks_P.doc IV U OF • Developer is proposing the drainage facility, drainage easement and open space for Lot 1, Block 12 and Lot 1, Block 13 to be maintain by a Homeowners Association (HOA). • 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. 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. SANITARY SEWER SYSTEM: ® The existing sanitary sewer collection system bordering the subject site is adequate to serve the development. ❑ The existing sanitary sewer collection system bordering the subject site is not adequate to serve the development. MISCELLANEOUS: X ►/ // Water and Wastewater Impact Fees are not required for: Water and Wastewater Impact Fees are due prior to the issuance of building permits for Stone Bridge Oaks ® 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 Stone Bridge Oaks Open Space Fees are required ❑ R-5.0, Zero Lot District ( $ 1,416.00 / Lot) ❑ R-7.5, Single Family District ( $ 1,146.00 / Lot) ❑ R-12.5, Single Family District ( $ 1,071.00 / Lot) ❑ R-20.0, Single Family District ( $ 807.00 / Lot) R:\AGENDA\05-16-06\StoneBridge0aks_P.doc ❑ 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 o ® 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 variable width private access easements throughout the development. The access easements will be owned and maintained by a Home Owners Association (HOA). ❑ 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. ❑ The onsite sidewalk easements provide for a sidewalk network to serve the development of this site. 0:\AGENDA1200615-16-06\StoneBridge0a ks_P.doc 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. LVA I = V 0141 • 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 Stone Bridge Oaks. O:\AGEN DA\2006\5-16-06\StoneBridge0aks_P.doe t 1 PRIVATE STREET SYSTEM NOTES \ EASEMENT NOTE: —� 1. ALL STREETS IN STONE BRIDGE OAKS SHALL BE PRIVATE AND I� �1\ `\ 'Bro SHADED AREA AS SHOWN ON THE PIAT OF GLADE CORNERS --f �3 i ? �- ADDITION SHOWS THIS TO BE EXISTING DRAINAGE AND 13 THE CONTAINED IN BLOCK 18, LOT 1, AND SHALL BE IN A PRIVATE ACCESS, _ EXTENSION OF A DRAINAGE EASEMPoRTMGICATED 11 SAA ID PAT PUBLIC UTILITY 8 DRAINAGE EASEMENT. DOCUMENT SUP DID NOT FIND ANY ANACTUAL DEDICATED EASEMENT. AREA MAYBE RECOGNIZED 2. PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY MANDATORY ' --? i AS A DRAINAGE EASEMENT DUE TO SAID PLAT, ALTHOUGH PLAT HOME OWNERS ASSOCIATION(H.O.A.). BOUNDARIES DO NOT ENCOMPASS THIS AREA GRAPHIC SCALE > .......... FEMA FLOOD NOTE GpN EX xE)OWNfiL RSC@ W/DD vc. -' - ' FINISHED FLOOR 0 NATION¢ NO 60 0 30 60 120 240 TE ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT G� SEE SHEET C-3 FOR ALL MINIMUM FINISHED FLOOR ELEVATIONS FOR LOT AGENCY'S FLOOD INSURANCE RATE MAP NUMBER P� ✓ N�� VY CO`'3°".6t $ 24°25'0?" -^E' ✓'a """ `"""""' "_--� \ 48439CO215 H, THE SUBJECT PROPERTY LIES ENTIRELY '� 48.98 / / /' 1 µi / MEL EASEMENTS. OUTSIDE THE 500 YEAR FLOODPLAIN. Q S 09°17'18" E d •� / - ?<` / „_ „_•",_, ` (IN FEET) '� 1 INCH = 80 FT. 36.40'rte.. _...f . i \ _ .:. l ` - ADJACENT TO DRAINAGE VICINITY MAP I'd DRAINAGE ESMT ��� . ! �/ // NTS S24°35'05"E 149.86' <`. ..�.�..'4 /rr i / / / I LL VOL. 15028, PG. 537 t a I . a �' /! / o F NARY SEWER ESMT RIGHI'TUPNW o 1 •t�"r�.•' �y!( 3�$, 4)/fir// m/aL.15028,PG. 540 p fU•• RIGIR TURN OUT ONLY/.t t7�/ /._//// , R' 0.' TEMP. CONSTRUCTION / THE GARDNER 360 I a EASEMENT AGREEMENT Li 4' , �� t > I,.% �` / / , WLC PARTNERSHIP- z PRELIMINARY PLAT" I� F'1 G /.W_ p / m DATED: NOV. 11, 2002' ��, \ i. i gP "Y3q��t�y'y/ /// ? "'t - W LOT 2 BLOCK 1 PLANNING &ZONING COMMISION 1 VOL. 15348, PG. 76 D.R.T.C.T. I-" i w ZONED: PCDI \ N °-� GLADE CORNERS ADDITION Dote Approved: /i f�'rd / / / / / Ex. 6n° HDPE Oras �s>` \ \G<, o Igi a CAB. A, SLIDE 6296 D.R.T.C.T. r" 'S % ,v / / / , ? / / 1 AGE S 00°30'42"E 713.18' HDA W 6X3NCAPRON \ o: ZONED: PCD / ! I• / . / / / 5 DRAIN / \ >` \ �/ �r:t` ESMT (SOUTH 713.08') ` 1 Fl. 4B' 9a\5z\\ \\\ I `\b Q. Chairman: 1-_----------------- .r✓ e'g ,-T- \�-r 1—�-T"\ �\ Secreta S z,4j ,✓",,/" /' ��/ !`s,,,\y/ f �r•\ 3g I\\ �J 9, Tp •<• kiiE SIiACf 1,--BLOCK14LOTf 0`'/{po' --•---T--s 6s55' 1;,,-,S\-y�-----i,-; \ ckF�N6PA�-`B�- -' SS .•, .,..� / / '\l\ U@ 3 % 1• C r5 7 6/ / ! /E91'>b- $/0 /30.78'u'J35g\ 1 \ \ \ \ \ •\\\-SST-a i ( / j 1 s1...;. moi/%,F p.50T30.- \ moi`\ i \ >2 �'A \ \ ♦\ \ \ ---6 .l. _ _- 2 LOCK B \.\ I \ i,S, I I \. I 1 3TA P e I I `� i � ��� 11�/5�'`!�/ !//.11Vm�•a,y// '�39' � -4@ '\ ��� I i. \ \. v\ ��I \ \ , �a-��Y- 1 1 I 1 l b.. fir. �- �..A SEE DETAIL "A" ! 'j� d I/ X / / l i9'•"\'S>z� \ ,('ei 'u�l� 1� /Q'15 \' j \ . 30`x•,; ?bg� \\ \ i 1 I m c\-- _ ! 1 L�'z zo. zs \ GRAPEVINE CITY COUNCIL / CORNER CLIP AND SIGHT / 3tl> / o/• /x' \ '�'C' 2\ m \ i I BL(e m 14 X19 l -•s' I /per Y °B I ' DISTANCE ESMTS. r - / ! 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I I 5 32.. ! im �l 91.83 7g5s > 32 I I _ a-L�3'-!J I I I •„L''`I 1 I -.6e5--+'` 'Rcp \d \ \ I / / / ! 31, • �' I- i,.I �' >6/3p•5p' i> 50''30.Stl 30 50' 30. 3b.50`-'20 3050' 30.50 30,50/ 30 5°' 31.08 i - CITY OF ORAPEVINE,7ARRANT COUNTY, TEXAS 3o.5o'f...----- (1 -- to __ s egg L9 -- __ 2a. L_L_'l� 1�._�_L_L�L�L�-L. 9s / ( T-'--<, i.---_--_-- 35, 8•L,.-�=1.'23'21'W 406.58' „i i tOJ 5 -0'i,31.08 - BEING 23.snAORE6 CUT OF G.w, MINTER SURVEY O(30�0 = A31I.0 Chia \ \\ ,ry' . _ / 'C / / •( N tml / / ENTRANCE FEATiXtE3 / .--__-3SY �EDICATLON UNE -� G '? DE ABSTRACTS1SB3 aDE Abp un: 1 \�._e __ _ _ n SLE - D11s 1z�Ht1 ap•�1 _ O I 3S / o�aAeE _ �PT 144 LOTS- TOWNHOUSES 31635' ! t v :e PLANNED RESIDENT AL DEVELOPMENT ROW DlTWCATION / \ \ - \• •" �y BLOCK 1 LOTS 1-18, BLOCK 2 LOTS i-6, AREA �. \--�� \ ._.J./ ••••.A_ ..-.....,.......__:......-.._- _-_°-.=-+---•^--c•- ui '-:\ BLOCK3L0T31-11.BLOCK4tATSt- /2:..-• hd .- .. T"'C"\ ` �.d i BLOCK BLOTS 1-8, BLOCK BLOTS 1-18. t ...w _� d: ��{L QQ'.-{{�++' . `' At ® /��•^p; ..�' ..".: d:. : . .. .�. a Val V X �Idi �.TS®MLJ __. d. .... ___ BLOCK 7LOTS 1-20BLOC(8 LOTS 1-22, BLOCK 9 LOTS 1-e, BLOCK 10 LOTS 1-9, _t_-------1_'------I"--------i-------1____-_---r r-v---"--""--�"-_. BLocK 11 LOT 1. BLOCK 1211, VARIABLE WIDTH R.O. CONCRETESURF%�CE 7 s,.r,a I I 1 I I I I T-- -� , / BLOCKI3LOT I,BLOCK14LOT 1, BLOCK 15 LOT 1, BLOCK 16 LOT 1, i I I I I I I t I R U I i s I I GLADE CROSSING 1A 1 I i j O 1 1 1 I o� b // OWNER GLADE WOODS 1 ! = t_.i� oRAPEVINEM,L.P. p t I I VOL. 366-19, PG.S t I 1 I p p I I I I Y ZN r 6m DECKER DR SUITE 210 ---_Z{ildEtift7.5--_______ m I I ZONED:r27.5 { 1 I 00 I 1 Ia - r/ IrmNOTX75M CONTACTDEAN .M °°E I I '--------L• - - -L _ _ _ __ _ I ,L,__._ I --- ---- L-- _. _ _ _._ _ _ _ _ _._L. _ _ _ ENGINEER SCHATZ CONSULTING ENGINEERS, INC. 7423 AIRPORT FREEWAY FO WORTNTEXAS75118 I I GLENEIROOK DR. L- -- r-_-`--�- - CONTACT: CHiSHAMUSENDA MSCE P.E. roil) 590,= APRIL 07.20=8 m Q U) w Q W � W 0 EL FW- ® W m W C W o �9 U) W 0