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HomeMy WebLinkAboutItem 17 - PP Genesis AdditionC C' ITEM t, h Z- .t 7 MEMO TO. THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER MEETING DATE: NOVEMBER 16, 2004 SUBJECT: PRELIMINARY PLAT APPLICATION LOT 2, BLOCK 1, GENESIS ADDITION PLAT APPLICATION FILING DATE .................................................... November 5, 2004 APPLICANT......................................................... Jeff Sears, Greg Edwards Engineering REASON FOR APPLICATION ..................Platting site for an Indoor Amusement Facility PROPERTY LOCATION ............ North of Bass Pro Drive and East of State Highway 121 SITEACREAGE.......................................................................................................2.413 ZONING.............................................................................. Community Commercial, CC NUMBEROF LOTS.........................................................................................................1 PREVIOUSPLATTING................................................................................................. No CONCEPTPLAN.................................................................................................CP04-09 SITEPLAN................................................................................................................... No OPEN SPACE REQUIREMENT................................................................................... No AVIGATIONRELEASE............................................................................................... Yes PUBLIC HEARING REQUIRED.................................................................................... No O:\AGENDA\2004\11-16-04\Genesis P.doc PLAT INFORMATION SHEET PRELIMINARY PLAT OF LOT 2, BLOCK 1, GENESIS ADDITION I. GENERAL: Jeff Sears, the applicant, is platting this site to allow for an indoor amusement facility. The property is zoned Community Commercial. 11. STREET SYSTEM: • This development has access to State Highway 121. • The abutting roads: ❑ are on the City Thoroughfare Plan are not on the City Thoroughfare Plan E Periphery Street Fees are due as follows: Type of Roadway Cost / LF Length Cost ❑ Major Arterial (A) $ 234.57 / LF ❑ Major Arterial (13) $ 178.35 / LF ❑ Minor Arterial (C) $ 203.06 / LF Minor Arterial (D) $ 170.33 / LF ❑ Collector (E) $ 170.33 / LF ❑ Collector (F) $ 150.98 / LF ®Sidewalk $ 15.00 / LF 326' $4,890.00 RCurb & Gutter $ 10.00/1-F TOTAL F] Periphery Street Fees are not required. 111. STORM DRAINAGE SYSTEM: • The site drains northeast into an existing yard inlet east of the Ramada Inn and into Genesis Way. • 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. IV. WATER SYSTEM: Z The existing water supply system bordering the subject site is adequate to serve the development. 0:\AGENDA\2004\1 1-1 6-04\Genesis—Rdoc V. ❑ 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 presently. ❑ The existing sanitary sewer collection system bordering the subject site is not adequate to serve the development. Additional off site sanitary sewer improvements will be necessary to serve the site. MISCELLANEOUS: ❑ Water and Wastewater Impact Fees are not required for: Water and Wastewater Impact Fees are due prior to the issuance of building permit for: ❑ Single Family Residential ( $ 2,778 / Lot) ❑ Multifamily $ 1,291 / Unit) ❑ Hotel $ 47,631 / Acre) ❑ Corporate Office $ 22,023 / Acre) ❑ Government $ 7,688 / Acre) Z Commercial / Industrial $ 6,352 / Acre) ❑ Open Space Fees are not required for: Lot 2, Block 1,Genesis Addition ❑ Open Space Fees are required for: ❑ 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) ❑ 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 0:\AGENDA\2004\1 1-1 6-04\Genesis—P.doc ❑ 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. ❑ 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. 0AAGENDAM04\11-16-04\Genesis P.doc ❑ 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. VIII. RECOMMENDATION: "Move that the City Council (Planning and Zoning Commission) approve the Statement of Findings and the Preliminary Plat Application of Lot 2, Block 1, Genesis Addition." 0:\AGENDA\2004\1 1-1 6-04\Genesis—Rdoc 11 PLAT APPLICATION CITY OF GRAPEVINE, TEXAS TYPE OF PLAT: N inary Final - Replat - Amended r7� 6 C-) L_ P Name of Addition: 1) A 1-i- A �Ij Z*) 00 K Number of Lots: Gross Acreage: *2 Lj Proposed Zoning: Location of Addition: , t4c3raivjin ItQP cP.. PROPERTY OWNER: Name: Contact: Address:Phone:' City: J7,D.r-j Fax: State: j Zip: '16 _Z 22 Signature: APPLICANT: Name: Address: Contact: Phone: 940- q50- 2 qO -7 Fax: City: �Dot_,Dr&R State: 'I Zip: _3 &,0 Signature: SURVEYOR: Name: Contact: Address: Phone'. - City: Fax: State: Zip: FOR OFFICE USE ONLY Application Received: Fee Amount: $ 1 Check Number: o:\forms\p1at_aPP -for DATE: 1 '41'00/ 1 1 09 NOV 2004 I MR. lw I 02tO' 0' 1 150' 200' SCALE: 1" = 50' LEGEND STATE PLANE COORDINATES: ( i ABSTRACT/SURVEYUNE 4 "LE/W LINE OVERHEAD UTIL, GREG EDWARDS 'IVa4 4*a G ITSIS WAY. pX ENGINEERING SERVICES, INC. FH 1621 AMANDA COURT IRF' FOUND SIGN p _T= - Lt`1147 RAINAM� EASglEtLT PE�RA�L p L BUILDING UNE----__ 940-482-2907 ( ) = PIT OR DUD GALL ELECTRIC BOX CURB INLET 0' ON CONCRETE CURB INLET KARL SWEETMAN l`.G�HFR'DL.'lEB­(I`1)1) I• I DENTON, TEXAS 76205 /ems/ LOT 1, BLOCK 1 OF -EG M-MLE GENESIS ADDITION L=326.59' II CABINET A, SLIDE 2858 d A=20*24'28" ZONED BP /�/ 1 cV . `r' .4 C LEN=324.87' ae• IRRIGATION." ;. -.1 : P -VALVES j jTRDL DUi.APS R A, K G ! �T -va:: Z 1 /12- JR 1�KIRS - - ----- - - - ' usm lb _L FR UP _v.r - - - - - - Lu- 4AiSHE[ - ,.112 6 1'0 1s 'L0 lw I 02tO' 0' 1 150' 200' SCALE: 1" = 50' LEGEND STATE PLANE COORDINATES: ( i ABSTRACT/SURVEYUNE 0 2004 "LE/W LINE OVERHEAD UTIL, GREG EDWARDS q - ENGINEERING SERVICES, INC. IS 1621 AMANDA COURT IRF' FOUND PONDER TEXAS 76259 1� O 940-482-2907 ( ) = PIT OR DUD GALL CURB INLET 0' C ROW = RIGHT-OF-WAY R.L. = BUILDING LINE KARL SWEETMAN l`.G�HFR'DL.'lEB­(I`1)1) 728 SEVILLE ROAD UTIUFf RISER (UR)) W FIRE DRAW I, DENTON, TEXAS 76205 R=916.93' 940-381-1988 -EG M-MLE L=326.59' II A=20*24'28" BRG=N 04*31'01" E C LEN=324.87' .70 P LOT 2, 1 105096.2 lw I 02tO' 0' 1 150' 200' SCALE: 1" = 50' LEGEND VOLUME III i2, PA C.T. ENGINEER: ABSTRACT/SURVEYUNE 0 2004 "LE/W LINE OVERHEAD UTIL, GREG EDWARDS WIRE FENCE ENGINEERING SERVICES, INC. IS 1621 AMANDA COURT IRF' FOUND PONDER TEXAS 76259 Rs J'2 IRON ROD SET CAP = PLASTIC CAP 940-482-2907 ( ) = PIT OR DUD GALL POD POINT OF BEGINNING • C POINT OF COMENCEMENT OWNER: C ROW = RIGHT-OF-WAY R.L. = BUILDING LINE KARL SWEETMAN l`.G�HFR'DL.'lEB­(I`1)1) 728 SEVILLE ROAD UTIUFf RISER (UR)) W FIRE DRAW I, DENTON, TEXAS 76205 0 WATER VALVE(WV) 1" �.H 940-381-1988 -EG M-MLE GO ZGO FF 540.0 z 'Ile GO I 1 I GO DFIN 049 TH VOLUME III i2, PA C.T. ZONET CC 0 2004 p kJoLk 14" IN 132, c' !4 . . . . .- . . . I . . I .. a . . . I A. 4" UNd U F 4 T� 0 VRB, INLET 4 a4 -WV-89'59'2 SIeN , wv -9, FN 89 59'21---F- 298.34' IREX_ 3/4* IRF LIT SET SET �D INLET 53 . 0 A 3/4- ME O S 45'00'32" E 4:4 4 28.30 'CURB INLET - A .4* 0. - ---------- ---------- > V'r 4. A O .4 10 -4- m C 637 Lw ZONED CC DFW-NORTH #2 LTD. VOLUME J 11152 PAGE 1791 ., D.R.T.C:T. ZONED CC 0 LTD. ;E 1791 76.85' O TREE LINE LOT 6, BLOCK 1 OF BETHEL CENTER F,,36� LOT 7, BLOCK 1 CABINET A, SLI �D OF BETHEL CENTER CABINET A, SLIDE 3543 ZONED CC ZONED CC RT F'A V r f�K)V 0 2004 p kJoLk VVURKS PRELIMINARY PLAT OF LOT 2, BLOCK 1 OF GENESIS ADDITION AN ADDMON TO THE CITY OF GRAPEVINE, TARRANT COUNY, TEXAS BEING 2.413 ACRES SITUATED IN THE H. SUGGS SURVEY, ABSTRACT No. 1415 AND THE J. GIBSON SURVEY, ABSTRACT No. 586 SEPTEMBER 1, 2004 DESIGNED: GKE DRAWN: KEITH CHECKED: GKE 01 OF 03