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Home My WebLink AboutItem 04 - Z00-02 City of Grapevine,�?- G ITEM 6 41 --- MEMO TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL AND PLANNING AND ZONING COMMISSIONERS FROM: ROGER NELSON, CITY MANAGER 1=� H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICES' MEETING DATE: FEBRUARY 15, 2000 SUBJECT: CONDITIONAL USE APPLICATION Z00-02 — CITY OF GRAPEVINE RECOMMENDATION: Staff recommends the Planning and Zoning Commission and City Council table this zone change request until the March 28, 2000 joint public hearing. BACKGROUND INFORMATION: Staff recommends the tabling of this request to allow the City Council to discuss the site layout at their March 7, 2000 workshop. TH/sdk 0:\ZCU\CU99-73.43 February 10, 2000 3:04PM TO: FROM: MEETING DATE SUBJECT ----------- Grape ine 'Do 0 Lake , Ve a HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION ROGER NELSON, CITY MANAGER H.T. HARDY, DIRECTOR OF DEV 0 MENT SERVICES DEVELOPMENT SERVICES TECHNICAL REPORT OF ZONE CHANGE APPLICATION Z00-02 City of Grapevine PROPERTY LOCATION AND SIZE: The subject property is located at 400 West Dallas Road and is platted as Lot 3R and Lot 3RI Lipscolmb/Daniel Addition. The addition contains 1.7234 acres and has approximately 211.37 linear feet of frontage on West Dallas Road. REQUESTED ZONE CHANGE/CONDITIONAL USE AND COMMENTS: The applicant is requesting a zone change to rezone 1.7234 acres from "Ll" Light Industrial District to "GU" Governmental Use to allow for the development of a 98 space municipal parking lot. The applicant is requesting a zone change to facilitate the development of a 98 space municipal parking facility. The property is owned by the City and is currently a gravel parking facility. The proposed parking facility will bring the development into compliance with the City's paving standards. 0AW200-02.4 fl February 10, 2000 (3:OOPM) PRESENT ZONING AND USE: The property is currently zoned "Ll" Light Industrial District and is developed as a gravel parking lot HISTORY OF TRACT AND SURROUNDING AREA: The subject property was rezoned from 1-2" Heavy Industrial District to "Ll" Light Industrial District in the 1984 Citywide rezoning. The property to the north was rezoned from 1-2" Heavy Industrial District to "Ll" Light Industrial District in the 1984 Citywide rezoning. The property to the north was rezoned from "Ll" Light Industrial District to "CBD" Central Business District in 1999. In addition, the City Council approved conditional use application CU99-45 for the property to the north allowing the possession, storage, retail sale, and on -premise consumption of alcoholic beverages (beer, wine, and mixed drinks) in conjunction with a restaurant. The property to the west was rezoned from 1-2" Heavy Industrial to "Ll" Light Industrial District in the 1984 Citywide rezoning. The property to the east was rezoned from "L -I" Limited Industrial to "Ll" Light Industrial District in the 1984 Citywide Rezoning. The property to the south was rezoned from "C-2" Community Business to "GU" Governmental Use District in the 1984 Citywide rezoning. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CBD" Central Business District— B&D Mills SOUTH: "GU" Governmental Use District — Municipal Court Building and Police Station EAST: "Ll" Light Industrial District — Metal Buildings WEST: "Ll" Light Industrial District — Ryder Truck Rental The subject tract is not located within any zone of effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. MASTER PLAN APPLICATION: The Master Plan designates the subject property as Industrial. The applicant's proposed zone change request complies with the Master Plan. 0:\ZC\Z00-02.4 2 February 10, 2000 (3:00PM) THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates West Dallas Road as a Type C Minor Arterial to be developed with 4 lanes and a turn lane having a minimum right-of-way of 80 feet. THlsk 0:\ZC\Z00-02.4 3 February 10, 2000 (3:OOPM) 1. APPLICANT/AGENT NAME CITY OF GRAPEVINE • NORM17,11MAN ADDRESS 200 SOUTH MAIN STREET CITY GRAPEVINE STATE TEXAS ZIP 76051 PHONE # (817) 410-3155 FAX # 817 410-3018 2. APPLICANT'S INTEREST IN SUBJECT PROPERTY OWNER 3. PROPERTY OWNER(S) NAME CITY OF GREAPEVINE ADDRESS 200 SOUTH MAIN STREET CITY GRAPEVINE STATE TEXAS ZIP 76051 PHONE # (817) 410-3155 FAX # (817) 410-3018 4. ADDRESS OF SUBJECT PROPERTY 1z-I1�� ?>Rt LEGAL DESCRIPTION: - SIZE OF SUBJECT PROPERTY 1.7iX� ACRES SQUARE FOOTAGE METES & BOUNDS MUST BE DESCRIBED ON 8 1/2" X 11" SHEET 5. PRESENT ZONING CLASSIFICATION "Ll" LIGHT INDUSTRIAL 6. PRESENT USE OF PROPERTY GRAVEL PARKING LOT 7. REQUESTED ZONING DISTRICT "GU" GOVERNMENTAL USE 8. THE APPLICANT UNDERSTANDS THE MASTER PLAN DESIGNATION AND THE MOST RESTRICTIVE ZONE THAT WOULD ALLOW THE PROPOSED USE IS o:zcu\appzn-cp www. ug rapevine.tx.us 2 1/99 9. MINIMUM/MAXIMUM DISTRICT SIZE FOR REQUESTED ZONING N/A DESCRIBE10. PROPOSED USE MUNICIPAL PARKING LOT 11. THE CONCEPT PLAN SUBMISSION SHALL MEET THE REQUIREMENTS OF SECTION 45, CONTENTS OF A CONCEPT PLAN, SECTION 45.C. ALL SUBSEQUENT • • - TO THE CONCEPTc i IVITW THE ZONINGAPPLICATION. All Zone Change Requests are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. used on the size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a concept plan approved with a zone change request can only be approved by city council through the public hearing process. l have read and understand all of the requirements as set forth by the application for zone change request and acknowledge that all requirements of this application have been met at the time of submittal. 12. SIGNATURE TO AUTHORIZE THE FILING OF A FINAL SITE PLAN. APPLICANT (PRINT) ROGER .I' APPLICANT SIGNATURE OWNER (PRINT) ROGER NELSON — CITY MANAGER OWNER SIGNATURE o:zcu\appzn-cp 3 1/99 www.ci.grapevineAx.us IN 1. UNIE55 OTHERWISE NOTED, ALL MAR,RAL AND CONSTRUCTION SHALLCONFORM TO APPU^_ABL£ SPECIFICATIONS OF THE CITY OF GRAPE VnE'MFH ANENDMETS - THE NORM EXA CENTRAL TS COUNCIL OF COVE:NMENT5 "STANDARD SPECIFICATIONS FOR PUBUC WORKS CON TIRUCOCN,' PARTS II AND HI, LATEST EDITION JR AM ENCMENTS REFER TO APPLICABLE OTY OF GRAPEVINE STANDARD DETAILS. 2 CONCRETE SHALL HAVE A MINIMUM CCMPRESSVE STRENGTH OF 3600 PSI AT 23 DAYS. CONCRETE SH All BE AIR-ENTRMNED 4 TO 6K BY VOLUNE. SLUMPS SHALL BE BETWEEN 2 TO 2 1/2 INCHES. CONCRY:TE SHALL BE REINFORCED WIN 13 BARS ON 24" CENIERS EACH WAY 3 SAWED JOINTS SMALL BE SPACED AT A MAXIMUM OF 12 FEET AND AT ALL RADIUS RETURNS. JOINTS SHALL BE SAWED WITH. 12 HOURS OF THE PLACEMENT OF CCNCRETE. ALL JONTS SHALL BE SEALED. SAWED JOINTS SHALL BE PERPENDICULAR TO ALL RADII. 4. BASE MATERIAL UNDERLYING PROPOSED PAVEMENT SHALL BE CLEARED, CRUit8ED AND SCARICED TO A DEPTH OF EIGHT INCHES AND COMPACTED TO 957.. S?A.NCARD PROCTOR DENSITY AT A MDISTURE CONTENT -N Z, WET OF OPTIMUM. S. MAPERAL OR An IC NATUML SHALL BE MATERIALS,FREE MOM MATERIAL SO TER THAN AOMNING SOL ROCK OR S704E LARCER THAN 3 LACHES MAXIMUM DIMENSION AND OTHER DELETER:CUS MATERIALS. "" SHALL BE PUCED M LIFTS OF 6 YCHES AND COMPACTED TO 95% OF ME STANDARD PROCTOR DENSTY AT A MCISNRE CONTENT WIIIRIN 2S WET OF OPTIMUM 6. DIMENSIONS ARE TO FACE OF CURB. 7. UNLESS OMEII-E NOTED, ALL RADII ARE 2 FEET. B. PARKNC STALLS SHALL BE DELINIAIED VAM 4" SOLD WHITE REFLECTCRILED PAINT, 9. rTJAENi M4RRIC ARROWS SHALL BE PAINFED WITH VULCAN SGA'S, INC. (FOLEY. ALABAMA). 6 FOOT ARROW STENCIL OR EGVIVA.ENT AS APPROVED BY YHE CITY OF GNAFEVINE. 10. U.— OTHERWISE NOTED, LANCSCAPMG, L1GHYNG. IRRIGATION AND WATER FEATURES WILL BE PRDNOFD BY OTHERS T PROPOSED REGULATORY AND INFORMATIONAL SIGNS YAU. BE PROVIDED BY THE CITY OF EINE. 12. BARRIER REE RAMPS SHALL BE CONSTRUCTED AT ALL INTERSECTIONS OF CURB AND PROPOSED SIDEWALK. 13, SLEEVES $HALL BE CAPPED ON BOTH ENDS VXTH REMOVABLE CAPS. CONSTRUCT PROPOSED DRAINAGE FLUME FURNISH & INSTALL 6 -FOOT CHAIN UNI" ----- FXiSTING PROPERTY ONE PAINT 1. READY -MIXED PAINT- PAINT SHALL BE SUITABLE FOR ASPHALT CONCRETE PAVEMENT. 2 REFLECTIVE MATERIAL- RERECTIVE MATERIAL SMALL CONSIST OF CLASS BEADS AOC ED TO THE SURFACE OF THE FINAL COAT OF PAINT PRIOR TO SETTING, SO THAT THE BEADS SHALL HAVE PROPER ADHESION. 3. CLASS BEADS SHALL BE MECHANICALLY APPLIED AT A RATE OF SIX TO EIGHT POUNDS OF BEADS PER GNLON, A. ALL oAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUDON CONTROL DISTRICT, DARTR,•�A•�i•L'� X1• r� �o RPp4' 0 t0 SPACES } SPACES 27 • RPDA} P R. p4 p45 RPp47 p4S p30 ' RPp32 FURNISH & INSTALL PROPOSED ---- 1 4" PVC SLEEVES P RPp23 \ S. RPp24 .RPp3A RPp36 CONSTRUCT BAR.R-FR v,ply RAMP TYPICAL _l_�^� ROPOSED 1RANSVERS�_ e0%7��•• _AW • • _ND •' C SAWCUT AND REMC JOINT L�t1572, EXISTING SIDEWALK SAWCUT AND REMOVE EXISTING SIDEWALK AND PAVEMENT LC+sS23 n�7'MF MATCH EXISTING PAVEMENT E%IBTINO R _\....N.... \....Y awd CAUTION !!! JG UNDERGROUND GAS/FUEL JE AND OVERHEAD POWER IN PROJECT AREA. RER PIPELINE (838)876-0031 tL000 3NA OTU•• 11 SPACES = 99' jj�ttiJlViF1�� eLlj(',��tYltLi:EAN LD SP ACS = g0 , e �v■o 9' '•"�-- 9. ... RPp6 CONSTRUCT RCED MADE REINFORCED 6 SPACES : 5A CONCRETE SIDEWALK RPp1S - PD1 RP p5 � � . RPA2C R ptB 7 SPACES � 63 RPp57 Pp56 OIITK: uBu1N lAfk 4.41440 p �tS.f):1Fd4 FUTURE RAILROAD ART. pt7 pt4 CONSTRUCT STANDARD 5 -FT CURB INLET k59 p21 EXHIBIT AREAr--- - CONSTRUCT BARRIER -FRE ,#56 �SAWCUi ANOREMOVE EXISTING S W4'0o'w oss•+4-ET RAMP IP M I•ASI• PROPOSED STRIPING ri �- e' SS ---- • �.-- _—, CI WA1EA��- • SAWCUS AND REMOVE CONSTRUCT STANDARD E%:STINC SIDEWALK fl6xFeC NU:t- 0310' 7/L Y �- • • ^�'' (TYPICAL) 10 FT RECESSED INLET REMOVE EXISTING 1, FT INLET i\ W F1E'VATION 637.70 N 4560.1512 E A8510360 y' RAIL SPUR DALLAS ROAD CmMTE ��S'KlflF;7ix® ��. •�AYILX:!iA �^�3�fAE1�sxt.® v}a® t Wil® �lflGf��® CONSTRUCT PROPOSED DRAINAGE FLUME FURNISH & INSTALL 6 -FOOT CHAIN UNI" ----- FXiSTING PROPERTY ONE PAINT 1. READY -MIXED PAINT- PAINT SHALL BE SUITABLE FOR ASPHALT CONCRETE PAVEMENT. 2 REFLECTIVE MATERIAL- RERECTIVE MATERIAL SMALL CONSIST OF CLASS BEADS AOC ED TO THE SURFACE OF THE FINAL COAT OF PAINT PRIOR TO SETTING, SO THAT THE BEADS SHALL HAVE PROPER ADHESION. 3. CLASS BEADS SHALL BE MECHANICALLY APPLIED AT A RATE OF SIX TO EIGHT POUNDS OF BEADS PER GNLON, A. ALL oAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUDON CONTROL DISTRICT, DARTR,•�A•�i•L'� X1• r� �o RPp4' 0 t0 SPACES } SPACES 27 • RPDA} P R. p4 p45 RPp47 p4S p30 ' RPp32 FURNISH & INSTALL PROPOSED ---- 1 4" PVC SLEEVES P RPp23 \ S. RPp24 .RPp3A RPp36 CONSTRUCT BAR.R-FR v,ply RAMP TYPICAL _l_�^� ROPOSED 1RANSVERS�_ e0%7��•• _AW • • _ND •' C SAWCUT AND REMC JOINT L�t1572, EXISTING SIDEWALK SAWCUT AND REMOVE EXISTING SIDEWALK AND PAVEMENT LC+sS23 n�7'MF MATCH EXISTING PAVEMENT E%IBTINO R _\....N.... \....Y awd CAUTION !!! JG UNDERGROUND GAS/FUEL JE AND OVERHEAD POWER IN PROJECT AREA. RER PIPELINE (838)876-0031 PROPOSED XN JOINTS _ PARKING SPACES DART RAIL yT 'PA fir'. UMm FURNISH &INSTALL PROPOSED 4" PVC SLEEVES / �1 RP,y70 MO • R CONSTRUCT PROP ED CONSTRUCTION J IS 172 p59 _4 FURNISH & INSJjjJJJ-r PROPOSED' 4PYC SLEET " f--- — _j 49 / RP#76 tL000 3NA OTU•• 11 SPACES = 99' RPp6 LD SP ACS = g0 , e �v■o 9' '•"�-- 9. ... RPp6 CONSTRUCT RCED MADE REINFORCED 6 SPACES : 5A CONCRETE SIDEWALK RPp1S - PD1 RP p5 � � . RPA2C R ptB 7 SPACES � 63 RPp57 Pp56 OIITK: uBu1N lAfk 4.41440 p [TEV •X41 FUTURE RAILROAD ART. pt7 pt4 CONSTRUCT STANDARD 5 -FT CURB INLET k59 p21 EXHIBIT AREAr--- - CONSTRUCT BARRIER -FRE ,#56 �SAWCUi ANOREMOVE EXISTING S W4'0o'w oss•+4-ET RAMP IP M I•ASI• PROPOSED STRIPING ri �- e' SS ---- • �.-- _—, CI WA1EA��- • SAWCUS AND REMOVE CONSTRUCT STANDARD E%:STINC SIDEWALK fl6xFeC NU:t- 0310' 7/L Y �- • • ^�'' (TYPICAL) 10 FT RECESSED INLET REMOVE EXISTING 1, FT INLET i\ W F1E'VATION 637.70 N 4560.1512 E A8510360 y' RAIL SPUR PROPOSED XN JOINTS _ PARKING SPACES DART RAIL yT 'PA fir'. UMm FURNISH &INSTALL PROPOSED 4" PVC SLEEVES / �1 RP,y70 MO • R CONSTRUCT PROP ED CONSTRUCTION J IS 172 p59 _4 FURNISH & INSJjjJJJ-r PROPOSED' 4PYC SLEET " f--- — _j 49 / RP#76 T• REINFORCED CONCRETE 2'� _ UNDERGROUND UTILITIES 8" COMPACTED SUBGRADE. COMPACTED 957 THE LOCATION OF EXISTING UTILITIES EN INO�Y�VNRIW11VN�u�IY�EsNINNIVP ON E PLAN: ARE APPRGXI- Es PTO E� AREA TH TH&N THESE u INN. El A ARE NOT OF THE STANDARD PROCTOR DENSITY AT A HATETE nNO RASED ON DATA FURNISHED r LmrxcUnum �owANEs ARXw TO BY UTILITY COANIES. IT IS THE NY Pmiz lPr Ax6-Ga16 MHPOISTURE CONTENT WITHIN 2% WET OF OPTIMUM. RESPONSIBILITY DF THE CONTRACTOR (AAA) A..STAR as roI7T Ise-xsec TO LOCATE AND VERIFY ON-SITE THE ITT, _-O.-TEST OT CONCRETE PAVEMENT SECTION =LI.E DNATBAY CONFLICT r VI TH THE CONSTRUCTION. NOT TO SCALE NOTE: ELE'-CONS BASED ON CITY OF GRAPEVINE BENCHMARKS: CC -27TH -3 CHISELED SCUARE, CENTERUNE 10' INLET AT SOUTH SIDE WEST COILECE STREET, FIRST INLET WEST OF BALL STREET. CC -27TH -6 O+ISELED SDUARE, CENTEONE OF SOUTH HEADWALL OF CULVERT ON COLLEGE STREET OVER MOREHEAO BRANCH. PRELIMINARY SUBMITTED FOR REVIEW BY PAUL A. TUCKER P.E. 77234 Date JANUARY 2000 NOT FOR CONSTRUCTION, 81DDING OR PERMITTING PURPOSES GRAPHIC SCALE N i M REM TCE� ]POSED EOGE OF FURNISH & INSTALL 6 -FOOT PROPOSED CHAIN LINK FENCE CORNER POST N 4716.4590 E 4939,9630 E%15�N%' FURNISH & INSTALL 6 -FOOT PROPOSED CHAIN UNK FENCE CORNER POST N 469 E 4943. 6 FURNISH & INSTALL 6 -FOOT --CHAIN LINK FENCE tL000 3NA OTU•• 11 SPACES = 99' N FURNISH 8 SPACES � 7 ' 4" & INSTA+.1. PR OSEO PVC SLEEVES e �v■o 7 SPACES fi3' 9. ... RPp6 CONSTRUCT RCED MADE REINFORCED 9, 72' CONCRETE SIDEWALK RPp1S - PD1 RP p5 � � . RPA2C R ptB aNj . 3 OIITK: uBu1N lAfk 4.41440 p [TEV •X41 ..... .... .... pt7 pt4 CONSTRUCT STANDARD 5 -FT CURB INLET p21 p19 EXISTING R.O. W,� ,�-�- 711.SY-�T CONSTRUCT BARRIER -FRE �SAWCUi ANOREMOVE EXISTING S W4'0o'w oss•+4-ET RAMP IP M I•ASI• ,-�,-•'�•• �-� HR. " ri �- e' SS ---- • �.-- _—, CI WA1EA��- • SAWCUS AND REMOVE CONSTRUCT STANDARD E%:STINC SIDEWALK fl6xFeC NU:t- 0310' 7/L Y �- • • ^�'' ,BuItz DET FOUND ON —1 :'LRE HYDRANT 10 FT RECESSED INLET REMOVE EXISTING 1, FT INLET i\ W F1E'VATION 637.70 N 4560.1512 E A8510360 y' F3a DALLAS ROAD CmMTE T• REINFORCED CONCRETE 2'� _ UNDERGROUND UTILITIES 8" COMPACTED SUBGRADE. COMPACTED 957 THE LOCATION OF EXISTING UTILITIES EN INO�Y�VNRIW11VN�u�IY�EsNINNIVP ON E PLAN: ARE APPRGXI- Es PTO E� AREA TH TH&N THESE u INN. El A ARE NOT OF THE STANDARD PROCTOR DENSITY AT A HATETE nNO RASED ON DATA FURNISHED r LmrxcUnum �owANEs ARXw TO BY UTILITY COANIES. IT IS THE NY Pmiz lPr Ax6-Ga16 MHPOISTURE CONTENT WITHIN 2% WET OF OPTIMUM. RESPONSIBILITY DF THE CONTRACTOR (AAA) A..STAR as roI7T Ise-xsec TO LOCATE AND VERIFY ON-SITE THE ITT, _-O.-TEST OT CONCRETE PAVEMENT SECTION =LI.E DNATBAY CONFLICT r VI TH THE CONSTRUCTION. NOT TO SCALE NOTE: ELE'-CONS BASED ON CITY OF GRAPEVINE BENCHMARKS: CC -27TH -3 CHISELED SCUARE, CENTERUNE 10' INLET AT SOUTH SIDE WEST COILECE STREET, FIRST INLET WEST OF BALL STREET. CC -27TH -6 O+ISELED SDUARE, CENTEONE OF SOUTH HEADWALL OF CULVERT ON COLLEGE STREET OVER MOREHEAO BRANCH. PRELIMINARY SUBMITTED FOR REVIEW BY PAUL A. TUCKER P.E. 77234 Date JANUARY 2000 NOT FOR CONSTRUCTION, 81DDING OR PERMITTING PURPOSES GRAPHIC SCALE N i M REM TCE� ]POSED EOGE OF FURNISH & INSTALL 6 -FOOT PROPOSED CHAIN LINK FENCE CORNER POST N 4716.4590 E 4939,9630 E%15�N%' FURNISH & INSTALL 6 -FOOT PROPOSED CHAIN UNK FENCE CORNER POST N 469 E 4943. 6 FURNISH & INSTALL 6 -FOOT --CHAIN LINK FENCE tL000 3NA OTU•• f �1P at N T A •UL e �v■o j 1[ Uw•1 CONSTRUCT RCED MADE REINFORCED Q) gAr�•�+e4 CONCRETE SIDEWALK .a•sl Felt AO as � w+rR err •rc POAET 19p) ® «•mOn 4 OIITK: uBu1N lAfk 4.41440 - OO•• WITH [TEV •X41 Aw o® ww N PROPOSED TRANSVERSE ANSIONNSION JOIN TCH EXISTING SIDEWALK r �SAWCUi ANOREMOVE EXISTING '+ SIDEWALK AND PAVEMENT EXISRNC PAVEMENT