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HomeMy WebLinkAboutORD 2015-016Agenda Item # II. A. CU22-36.4.doc 1 TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR, PLANNER II DATE: AUGUST 18, 2022 SUBJECT: CONDITIONAL USE REQUEST CU22-36; SEWELL COLLISION CENTER RECOMMENDATION Staff recommends the Site Plan Review Committee (SPRC) consider the proposed changes to Conditional Use Request CU15-05 (Ord. 2015-16) to amend the previously approved site plan for a planned commercial center, specifically to allow for an enclosed paint booth within an existing garage and changes to the south and west building elevations. The property is zoned “PCD,” Planned Commerce Development District and is owned by UDM Company, LLC. REQUEST The applicant is proposing the installation of an enclosed paint booth within the existing garage. Changes to the south and west building elevation include a 31-foot-high paint booth exhaust. BACKGROUND INFORMATION The subject site was zoned “I-1”, Light Industrial District prior to the 1984 City-wide rezoning at which time the subject site was rezoned to “PCD”, Planned Commerce Development District and “CC”, Community Commercial District. The entire property is currently zoned “PCD”, Planned Commerce Development District and is developed with automobile dealerships including Sewell BMW and Sewell Cadillac. • On December 17, 2002, City Council approved CU02-52 (Ord. 2002-98) to allow the development of an automobile dealership (Cadillac) with sales and service of new and used vehicles, a 20-foot pole sign, and a 26-foot pole sign. • On June 25, 2003, the SPRC approved CU03-20 to allow changing the phase lines to include the northern inventory storage area, originally designated as part Agenda Item # II. A. CU22-36.4.doc 2 of Phase 2 with Phase 1, the relocation of the westernmost drive along State Highway 114 further east to comply with TXDOT requirements, the relocation of the northernmost drive along Minters Chapel Road to improve internal circulation, and the addition of a covered display area on the west side of the building (Cadillac dealership). • On April 28, 2004, the SPRC approved CU04-16 to allow an increase in the size of the pole sign designated for the Cadillac dealership from 20-feet to 29-feet and an 8-foot chain link fence along the northern and eastern boundaries of the secured inventory rather than the previously approved ornamental wrought-iron fence on the subject site. • On December 17, 2008, the SPRC approved CU08-32 to allow a 1,700 square foot expansion to the detail shop for the existing Cadillac dealership. • On April 21, 2015, City Council approved CU15-05/PD15-02/Z15-01 (Ord. 2015- 16) for development of new car sales and service (Sewell BMW), a standalone car wash, parking building, a pre-owned building, and an additional 40-foot pylon sign for Sewell BMW located at the subject site. With this request 1.492 acres of the subject site was rezoned from “CC”, Community Commercial District to “PCD”, Planned Commerce Development District, and the Planned Development Overlay allowed for deviation from the height requirement. /mz TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR, PLANNER II DATE: MAY 3, 2017 SUBJECT: CONDITIONAL USE REQUEST CU17-10; LOT 2R-1, BLOCK 1, WALLCON ADDITION RECOMMENDATION Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU15-05 (Ord. 2015-16) approved at the April 21, 2015 meeting to allow new car sales and service, a stand-alone car wash, parking building, a pre -owned building and an additional 40 -foot pole sign, specifically to increase the area of the approved 40 -foot pole sign, and take any other action necessary. BACKGROUND INFORMATION The existing Cadillac dealership was established by the City Council on December 17, 2002 with the approval of Conditional Use Request CU02-52 (Ord. 2002-98). The development proposed two phases—phase one included the sales office and repair facility and phase two allowed for expanded vehicle inventory. The total acreage for both phases totaled 8.67 acres and was depicted exclusively on the west portion of the site. The remaining eastern 6.73 acres depicted a concept plan for a future dealership which never developed. In conjunction with CU15-05, Zone Change Request Z15-01 (Ord. 2015-15) to rezone approximately 1.492 acres from "CC" Community Commercial District to "PCD" Planned Commerce Development District and Planned Development Overlay PD15-02 (Ord. 2015-17) to allow for deviation from the height requirement were also approved on the subject site. The approved site proposed developing the eastern 6.73 acres along with expanding the entire site from 15.4 acres to 16.892 acres by adding a 1.492 acre parcel to the southeast quadrant. The developed portion of the subject site currently is home to Sewell Cadillac. The approved expansion included adding a BMW dealership to the subject site. The approved dealership will be comprised of three principal structures—a new 94,344 square foot structure (Building 1) containing a multi-level parking facility, BMW sales, administration, and service, second a new 10,018 square foot pre -owned sales building (Building 2) and last the existing Cadillac 44,403 square foot new car sales building (Building 3). A new covered vacuum and make ready station was approved at the rear of the new parking facility. Current access to the subject site is provided by three driveways, two along Minters Chapel Road and one along the west bound State Highway 114 service road. Access to the subject site included adding a single driveway along Texan Trail and adding one O:\ZCU\CU 17-10.4sprc driveway along the west bound State Highway 114 service road. Two signs are present on the subject site including a 29 -feet tall, 132 square feet pylon sign and a 26 -feet tall, 56 square feet pylon sign. Two additional signs were approved along the west bound State Highway 114 service road including a 40 -feet tall, 101 square feet pole sign and an eight feet tall, 55 square feet monument sign. The required parking for the subject site is 368 parking spaces; 1,271 parking spaces are provided. The subject site is currently under construction. With this request the applicant proposes increasing the area of the previously approved 40 -foot pole sign 43 -square feet in area, from 101 -square feet to 144 -square feet. The setback adjacent to property line along the west bound State Highway 114 service road has increased approximately 1/2 foot, from 22'8" to 23'1". 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LO 0 •11' • . ! . • Lei %J U ul LL• .. s • • i • ..4 .. .. • w . .► ! ..• M Li LL z ■ + ■ , Z ' i W ,. 000 .a ■ ■ s ,# 8 WOWPar !t a M • # t IF'. #CO 0 CK :-z Z I CO r'' 1 f F- z U 00 J U- L, z 0 s QO f Z -,0 N sur] W L g ui Md v L. uy� 0 0 LL < (0 "uj „ V In F- U- L, 41Z ^m r C) P J U-1 z Y R � J E LL � d C=) ° s!i C� b . d CL In LLJ 0 ry IL CL 0 Q W 0 W LLI r U) Li_i LLI d�ilpye tll 0) „tIl W �A B CD CL c' Vd Vl C) OD C) T 0 L 0 F- U- L, 41Z ^m r C) P J U-1 z Y � O E LL � d C=) ° s!i C� b W I W CP 0- co 0— CN Q U) C� LLJ 0 ry IL CL 0 Q W 0 W LLI r U) Li_i LLI d�ilpye tll 0) „tIl W �A B CD CL c' Vd Vl C) OD C) T 0 L 0 ORDINANCE NO. 2015-016 AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU15-05 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2002-98, AS AMENDED, FOR AN AUTOMOTIVE DEALERSHIP TO EXPAND THE SIZE OF THE SITE AND ALLOW AN ADDITIONAL 40 -FOOT POLE SIGN, IN A DISTRICT ZONED "PCD" PLANNED COMMERCE DEVELOPMENT DISTRICT ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2015-016 2 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit CU15-05 to amend the site plan approved by Ordinance No. 2002-98, as amended, for an automotive dealership, specifically to increase the size of a dealership and allow new car sales and service, a free standing car wash, multi-level parking building, a pre -owned building and an additional 40 -foot pole sign (Sewell Village BMW) in a district zoned "PCD" Planned Commerce Development District within the following described property: Lot 2R-1, Block 1, Wallcon Addition (1111 and 1151 East State Highway 114), all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. That the City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of ORD. NO. 2015-016 3 land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. That any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 21st day of April, 2015. William D. Tate Mayor r FAV Tara Brooks City Secretary APPROVED AS TO FORM: -�A IOU., Matthew Boyle City Attorney AIM1011111110 2015-016 4 Sewell p "Ir T Companies SewellAutomotive Comanies Aut(j--m---t1*V BMWu'F GRAPEVINE Gensler Architect 5420 LBJ Freeway Suite 1100 2 Lincoln Center Dallas TX 75240 (0.0��Up RE V isi NN Telephone: 214.273.1500 Facsimile: 214.273.1505 04/0 9/2" U"' 15 Buty Civil Bury 5310 Harvest Hill Suite 100 Dallas, Texas 75230 Telephone: 972.991.0011 Facsimile: 972.991.0278 East tate'HE8,-vhway 114 115 LAMBERT'S 1 East State 'Highway 114 Landscape Architecture 6333 Denton Drive Grnimevine Texas Dallas, Texas 75206 a -P I Telephone: 214.350.8350 PROJECT NUMBER: 27.6704.000 EAB NUMBER: B5810707 O CJ O O EXHIBIT d Page of C. 0 L �.1 A P IR ILI 2015 VICINITY MAP LOCATION MAP DRAWING INDEX (CURRENT — ISSUE CURRENT ISSUE DRAWING NUMBER DRAWING NAME DATE DESCRIPTION ARCHITECTURAL AA00.00 SHEET INDEX 04/09/2015 CUP REVISIONS AA00.50 DIMENSIONAL CONTROL SITE PLAN 04/09/2015 CUP REVISIONS AAD0.51 DIMENSIONAL CONTROL SITE PLAN - NE 04/09/2015 CUP REVISIONS AA00.52 DIMENSIONAL CONTROL SITE PLAN - SE 04/09/2015 CUP REVISIONS AA00.53 DIMENSIONAL CONTROL SITE PLAN - SW 04/09/2015 CUP REVISIONS AA00.54 DIMENSIONAL CONTROL SITE PLAN - NW 04/09/2015 CUP REVISIONS AA00.60 PHOTOMETRIC SITE PLAN - OVERALL 04/09/2015 CUP REVISIONS AA00.80 ELEVATIONS - MAIN BUILDING 0410912615 CUP REVISIONS AA06.81 ELEVATIONS -MAIN BUILDING 04/09/2015 CUP REVISIONS AA00.82 ELEVATIONS - CPO BUILDING 04!09/2015 CUP REVISIONS AA00.83 ELEVATIONS - CPO BUILDING 04!09/2015 CUP REVISIONS AA00.90 '.DETAILS 04/09/2015 CUP REVISIONS LANDSCAPE L.01 PL -1 PLANTING PLAN ,04/09/2015 CUP REVISIONS CIVIL PROJECT INFORMATION PROPERTY OWNER: SEWELL VILLAGE CADILLAC COMPANY 3860 NORTHWEST HWY, SUITE 100 DALLAS, TX 75220 PROJECT DESCRIPTION: BUILDING ADDRESSES: BLOCK AND LOT NO.. PROJECT INCLUDES THE ADDITION OF 2 NEW BUILDINGS ON TO A SITE WITH AN EXISTING BUILDING #3 (AUTOMOTIVE SALES AND SERVICE). BUILDING #1 IS A NEW AUTOMOTIVE SALES AND SERVICE CENTER - 4 STORY WITH BUSINESS. AUTO REPAIR.. AND PARKING FUNCTIONS. BUILDING #2 IS A USED AUTOMOTIVE SALES CENTER -1 STORY WITH BUSINESS FUNCTIONS. BUILDING 1 (MAIN BUILDING) 1111 E. HWY 114 GRAPEVINE, TX 76051 BUILDING 2 (CPO BUILDING) 1151 E. HWY 114 GRAPEVINE, TX 76051 BUILDING 3 (EXISTING BUILDING) 1001 E. HWY 114 GRAPEVINE. TX 76051 LOT 2R BLOCK 1 OF THE WALLCON ADDITION LOT 1 BLOCK 1 OF THE WALLCON ADDITION EXHIBIT ­&TO Page a! !', SEWELL BMW OF GRAPEVM 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 Ge4.273.1500 nsler FE�LEPHONE: 2 4.273.1505 Issue # Issue Date Issue Description A 02/02/2015 CUP SUBMISSION RE B 03/30/2015 iCUP VISIONS C 04/09/2015 ;CUP REVISIONS -L- _ -- - - Case Name: SEWELL VILLAGE BMW j Case Number: CU15-05 LocationAlli AND 1151 E. STATE HWY.114 I Mayor Date I i Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or� ordinances. Dept of Development Services L Set a11Si9nature *sG'� E 0 ARS Ted Kollaja 4 m #13842 k C § " 3T 04109/2015 �......�~OF tF. r iyrru BMW OF GRAPEVINE Project Number ',. 27.6704.000 Description SHEETINDEX Scale 12° =1-0., A 0000 ZONING: CC AND PCD A/Aa 1 OF 19 ® 2015 Gensler \\ge nsler. ad\projects\R evitUserModels\10380\Sewell Grapevine - SKe_10380.rvt GENERAL NOTES SHEET NOTES A U.N.O., UNDIMENSIONED RADII OF CURBS ARE 01 EXISTING PUBLIC SIDEWALK 2'-0" 02 NEW PUBLIC SIDEWALK B U.N.O., DIMENSIONS ARE TO THE FACE OF 12 13 NEW DUMPSTER ENCLOSURE AND USED TIRE STORAGE NEW COVERED VACUUM AND 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO START AT NORTHWEST CORNER OF SITE 34 35 EXISTING SFT TALL CHAIN LINK FENCE EXISTING ELEVATED VEHICLE DISPLAY.- LEGEND ""— BUILDING SETBACK UNE: — — — EASEMENT VICINITY MAP NTS �, i 35% i __ fir' _ - NEWELL 1-i BMW \Aj �Z' T ®T �. .. CURB 03 NEW PRIVATE SIDEWALK BUILDING 1 (MAIN BUILDING) HEIGHT IN STORIES : 4 HEIGHT IN FEET:66FT TOTAL BUILDING FOOTPRINT'. 94,344SF TOTAL BUILDING AREA: 280,324 SF BU I LDING 2(CPO BUILDING) HEIGHT IN STORIES:1 TO �BUILDNG FOOTPRINT 10,018SF TOTAL BUIL DINGAREA: 10,018SF PARKING CALCULATIONS PARKING RATIO: 1 SPACE / 2000 SF OF SITE AREA LOT AREA: 735 .5905, MINIMUM PARKING REQUIREMENT:735,59012.000=368SPACES PARKING PROPOSED (INCL EXISTING TO REMAIN): EMPLOYEE/ SERVICE CENTER SPACES= 260 CUSTOMER SPACES= 108 SUBTOTAL PARKING= 368 ACES )NON SURFACE ENTORY HAND INICLE P STRUCTURE - 896 ( ) TOTAL VEHICLE SPACES =Ig96+3681= 1264 s'SO• _ 36 EXISTING FIRE LANE y�ro 1' 1 C ALL ON SITE ELECTRICAL CONDUCTORS 04 NEW LANDSCAPE, TYP 14 DETAILING STATION NEW TALL 22 NEW 12'-0'k35'-0" LOADING SPACE 37 ENTRY TO SERVICE DROP OFF EwsnnlG cues a a �� / 735 590 = 0.455 29,5876E HEIGHT N FEET -. 28FT TOTAL BUILOINGFOOTPRINT 4,4 :44,4035, TOTAL BUILDING AEEA: 444036E ASSOCIATED WITH NEW CONSTRUCTION 05 NEW HANDICAPPED ACCESSIBLE 15 SFT CHAIN LINK FENCE NEW 8FT TALL DECORATIVE METAL 23 NEW PLANTER EXISTING TRANSFORMER 38 EXISTING SIGN. 25'-7" TALL X 7'-7" WIDE (INCL EXISTING)= 10 XISU)P 10 �T . T�T '�� V SHALL BE LOCATED UNDERGROUND 06 PARKING STALL PROPERTY LINE FENCE 24 26 NEW ELEVATED VEHICLE DISPLAY X 2'-8" THICK. EXISTING LANDSCAPE/ D art 11,1�L/`Z1LJ D BARBED WIRE FENCING IS NOT PERMITTED. 07 NEW SECURED GATE. SFT TALL 16 TENTATIVE LOCATION FOR NEW 27 NEW BIKE RACK 39 EXISTING SIGN. 28'-6" TALL X 11'-4" WIDE X 2'-0"THICK PERMEABLE AGGREGATE NoerliwEST )TNA' i E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MANUAL SWING GATE WITH KNOX BOX. TRANSFORMER 28 EXISTING 8FT TALL CHAIN LINK FENCE 40 CUSTOMER PARKING ��1 NEW LANDSCAPE/ S 1111 East State Highway 114 MET DURING THE PERIOD OF CONSTRUCTION. OS NEW ELEC OPERATED SWING GATE 17 EXISTING 8FT TALL DECORATIVE FENCE 29 NEW LIGHT POLE FIXTURE 41 EMPLOYEE / SERVICE CENTER PERMEABLE AGGREGATE SITE Y 2 1151 E2Si State Hig}1W3}7 114' AND BARRIER ARMS. 18 EXISTING LIGHT POLE FIXTURE 30 EXISTING CURB CUT PARKING � FIRE LANE SH 114 i .�: � sy Grapevine, Texas 09 NEW MONUMENT SIGN, AREA OF 31 MAIN ENTRY 6, '7a 10 SIGNAGE: 55 SQ. FT. HEIGHT: 8'- D" NEW POST SIGN. AREA OF SIGNAGE: 19 NEW FUEL TANK- 12000 GALLON, 32'x8'x8') 32 EXISTING LANDSCAPE a «� SEWELL AUTOMOTIVE COMPANIES 101 SQ. FT. HEIGHT: 40'- 0" 20 LINE OF FUTURE BUILDING EXPANSION. 33 EXISTING HANDICAPPED ACCESSIBLE ,E 3660 W NORTHWEST HIGHWAY 11 NEW FIRE LANE PARKING STALL N xa irc t�• N o a AI P ,�; ,k1,I SUITE 100 DALLAS, TEXAS 75220 • 1265P 1 -- t _ 1 _ 1 .... I l f -- • .. ?, '. - "may - TYP J ":," 18/ '+� ___ ^ 40 ,( ... : ' a , � ?.—t I �.._t--......pa r - . i L \ r --- I' 40 _A='� I -�'y _ '- -' R30 - '- , � 0"r 45P 33� , 381— 5 SP �� �� 1Ap ) „>1 g1 6 SP - 140'"-9 03- SSP.: -o o,n Y p2, g� .- J 3333 ' �. 4� j. 1,' r -SSPR / r / e .- ,.% - s. -. - _. 4°I ' '' 02/ -" �� ..- � -- CONOITIONALUSE REQUEST CU15-05ISA REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PIAN OF CUI2-49 SPRC, CU11-16 SPEC, CU08-32 SPEC, CUN-16 SPRC, CU03-20 SPRCM CU0252(ORD. 2002-96) FOR AUTOMOTIVE DEALERSHIP WITH SALES AND SERVICE FOR NEW AND USED VEHICLES, SPECIFICALLYTO ALLOW FOR A NEW 280,500 SF BMW NEW CAR SALES I6ERViCE/CAR WASHIGARAGE, A 10,000 SF PRE -OWNED SALES BUILDING. A 40 FT POLE SIGN, AN 8 FT MONUMENT SIGN, AND A PLANNED DEVELOPEMENT OVERLAY TO INCLUDE BUT NOT BE LIMITED TO DEVIATION FROM THE HEIGHT REQUIREMENTS. -" O6 �, i 35% i __ fir' _ - C 04)- ''�' _--'� w• 30) �Q -? N7633854 E GE RO 396 vl� '+_ 39 �' �JO\`•�� /.1b i .. SITE INFORMATION TOT ALLOT AREA MIN LANDSCAPED AREA: TOTAL LANDSCAPED AREA TOTAL PAVED AREA. TOTAL BUILDING FOOTPRINT EwSTING: NEW: )T TOTAL IMPERVIOUS AREA. MAX IMPERV70US AREA. 16.89 ACRES 1735,590 SF 20% OF TOTAL LOT AREA 0.2 X 735,590 SF' 147,118 OF 147,434 SF 439.277 SF 44,4035F 164.476 SF 148 B79 SF 588, 1555F 80%OF ,590 SF OT AREA 05, =5884725E 0.8X IS BUILDING 1 (MAIN BUILDING) HEIGHT IN STORIES : 4 HEIGHT IN FEET:66FT TOTAL BUILDING FOOTPRINT'. 94,344SF TOTAL BUILDING AREA: 280,324 SF BU I LDING 2(CPO BUILDING) HEIGHT IN STORIES:1 TO �BUILDNG FOOTPRINT 10,018SF TOTAL BUIL DINGAREA: 10,018SF PARKING CALCULATIONS PARKING RATIO: 1 SPACE / 2000 SF OF SITE AREA LOT AREA: 735 .5905, MINIMUM PARKING REQUIREMENT:735,59012.000=368SPACES PARKING PROPOSED (INCL EXISTING TO REMAIN): EMPLOYEE/ SERVICE CENTER SPACES= 260 CUSTOMER SPACES= 108 SUBTOTAL PARKING= 368 ACES )NON SURFACE ENTORY HAND INICLE P STRUCTURE - 896 ( ) TOTAL VEHICLE SPACES =Ig96+3681= 1264 s'SO• _ �` , + 1 "r TOTAL BUILDING AREA FLOOR AREA RATIO: 334.7456E OF TOTAL BLDG AREA/ TOTAL LOT AREA BUILDING NG BUILDING) HEIGHT IN STORIES i ACCE668LE PARKING °o S334.745 CIRCULATION ELEMENTS / 735 590 = 0.455 29,5876E HEIGHT N FEET -. 28FT TOTAL BUILOINGFOOTPRINT 4,4 :44,4035, TOTAL BUILDING AEEA: 444036E REO -0 ACCESSIBLE PARKING SPACES FOR 368 PARKING SPACES =10 ACCESSIBLE PARKING PROVIDED VEHICULAR. VEHICULAR 398,380 SF (INCL EXISTING)= 10 XISU)P 10 DIMENSIONAL CONTROL SITE PLAN SCALE. 1-50-8. 01 CALCULATIONS \\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt 5420 LBJ FREEWAY, SUITE 1100 Gensler DALLAS TX 75240 TELEPHONE: 21 FAX4.273.1505 A _ 02/02/2015 CUP SUBMISSION B 03/30/2015 CUP REVISIONS C 04/09/2015 CUP REVISIONS Case Name: SEWELL VILLAGE BMW Case Number. CU15-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict vrith any codes or ordinances. 'i Dept of Development Services Seal/Signature 10 \y,syGt.OI(45 d Ted Kollaja #13842 es ,/ M t+ 0410912015 /.1b i Project Name _-_ _ .._ BMW OF GRAPEVINE Pro/ect Number 27.6704.000 Description _.. DIMENSIONAL CONTROL SITE PLAN Scale As Indicated IR"r. xorm 2 OF 19 ® -S Gensler 0 12.525 50 100 FT DIMENSIONAL CONTROL SITE PLAN - NE 1 SCALE: 1" = 30'-0" •i,► Page 41 of ao \\gensler,ad\projects\RevitUserModels\10380\Sewell Grapevine- Site_1 D380.rvt SHEET NOTES 01 EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK 03 NEW PRIVATE SIDEWALK 04 NEW LANDSCAPE, TYP 05 NEW HANDICAPPED ACCESSIBLE PARKING STALL O6 PROPERTY LINE 07 NEW SECURED GATE. 8FT TALL MANUAL SWING GATE WITH KNOX BOX. 08 NEW ELEC OPERATED SWING GATE AND BARRIER ARMS. 09 NEW MONUMENT SIGN'. AREA OF SIGNAGE: 55 SQ. FT. HEIGHT: 8'- 0" 10 NEW POST SIGN. AREA OF SIGNAGE: 101 SQ. FT. HEIGHTS 40'- 0" 11 NEW FIRE LANE 12 NEW DUMPSTER ENCLOSURE AND USED TIRE STORAGE 13 NEW COVERED VACUUM AND DETAILING STATION 14 NEW SET TALL CHAIN LINK FENCE 15 NEW BFT TALL DECORATIVE METAL FENCE 16 TENTATIVE LOCATION FOR NEW TRANSFORMER 17 EXISTING 8FT TALL DECORATIVE FENCE 18 EXISTING LIGHT POLE FIXTURE 19 NEW FUEL TANK- 12000 GALLON, 32'x8'x8') 20 LINE OF FUTURE BUILDING EXPANSION. 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO START AT NORTHWEST CORNER OF SITE 22 NEW 12'-0"x 35'-0" LOADING SPACE 23 NEW PLANTER 24 EXISTING TRANSFORMER 26 NEW ELEVATED VEHICLE DISPLAY 27 NEW BIKE RACK 28 EXISTING 8FT TALL CHAIN LINK FENCE 29 NEW LIGHT POLE FIXTURE 30 EXISTING CURB CUT 31 MAIN ENTRY 32 EXISTING LANDSCAPE. 33 EXISTING HANDICAPPED ACCESSIBLE PARKING STALL 34 EXISTING 8FT TALL CHAIN LINK FENCE 35 EXISTING ELEVATED VEHICLE DISPLAY 36 EXISTING FIRE LANE 37 ENTRY TO SERVICE DROP OFF 38 EXISTING SIGN. 25'-7" TALL X T -T' WIDE X 2'-8" THICK. 39 EXISTING SIGN. 28'-6" TALL X 11'-4" WIDE X 2'-0" THICK. 40 CUSTOMER PARKING 41 EMPLOYEE I SERVICE CENTER PARKING GENERAL NOTES A U.N.O., UNDIMENSIONED RADII OF CURBS ARE 2'-0„ B U.N.O., DIMENSIONS ARE TO THE FACE OF CURB C ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND D BARBED WIRE FENCING IS NOT PERMITTED. E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION LEGEND ---- BUILDING SETBACK LINE -- - EASEMENT EXISTING CURB EXISTING LANDSCAPE/ PERMEABLE AGGREGATE NEW LANDSCAPEI .. _.. PERMEABLEAGGREGATE FIRE LANE ioBMW BT FOF V LVM 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 Gen500 S r FAAXXEPHONE: 214273.1505 F —ssue # Issue Date Issue Description A 02!02/2015 CUP SUBMISSION B 03/30/2015 1 CUP REVISIONS C 04/09/2015 CUP REVISIONS Case Name: SEWELL VILLAGE BMW Case Number. CU15-05 Location: 1111 AND 1151 E. STATE HWY. 114 i Mayor Date I Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept of Development Services I j SeallSignature - ' Ted Kollaja e, e #13842 0410912015 P . qTf OF j4,�d,r � Project Name ------------ BMW OF GRAPEVINE Project Number 27.6704.000 Description DIMENSIONAL CONTROL SITE PLAN - NE Scale As Indicated _.. NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE m 2015 6-1s 0 7.515 30 60 FT DIMENSIONAL CONTROL SITE PLAN - SE 1 SCALE: 1-30'4' AH IBIT 4age 7votfzj \\gensler.ad\projects\RevitUserModels\10350\Sewell Grapevine - Site_10380.rvt F4:I01i ng Ot EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK 03 NEW PRIVATE SIDEWALK 04 NEW LANDSCAPE, TYP 05 NEW HANDICAPPED ACCESSIBLE PARKING STALL 06 PROPERTY LINE 07 NEW SECURED GATE. 8FT TALL MANUAL SWING GATE WITH KNOX BOX. 08 NEW ELEC OPERATED SWING GATE AND BARRIER ARMS. 09 NEW MONUMENT SIGN. AREA OF SIGNAGE: 55 SQ. FT. HEIGHT: 8' - 0" 10 NEW POST SIGN. AREA OF SIGNAGE: 101 SQ. FT. HEIGHT: 40'-0" 11 NEW FIRE LANE 12 NEW DUMPSTER ENCLOSURE AND USED TIRE STORAGE 13 NEW COVERED VACUUM AND DETAILING STATION 14 NEW 8FT TALL CHAIN LINK FENCE 15 NEW 8FT TALL DECORATIVE METAL FENCE 16 TENTATIVE LOCATION FOR NEW TRANSFORMER 17 EXISTING BFT TALL DECORATIVE FENCE 18 EXISTING LIGHT POLE FIXTURE 19 NEW FUEL TANK- 12000 GALLON, 32'x8'x8') 20 LINE OF FUTURE BUILDING EXPANSION. 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO START AT NORTHWEST CORNER OF SITE 22 NEW 12'-0"x 35'-0" LOADING SPACE 23 NEW PLANTER 24 EXISTING TRANSFORMER 26 NEW ELEVATED VEHICLE DISPLAY 27 NEW BIKE RACK 28 EXISTING 8FT TALL CHAIN LINK FENCE 29 NEW LIGHT POLE FIXTURE 30 EXISTING CURB CUT 31 MAIN ENTRY 32 EXISTING LANDSCAPE 33 EXISTING HANDICAPPED ACCESSIBLE PARKING STALL 34 EXISTING 8FT TALL CHAIN LINK FENCE 35 EXISTING ELEVATED VEHICLE DISPLAY 36 EXISTING FIRE LANE 37 ENTRY TO SERVICE DROP OFF 38 EXISTING SIGN. 25'-7" TALL X T-7" WIDE X 2'-8" THICK. 39 EXISTING SIGN. 28'-6" TALL X 11'-4" WIDE X 2'-D" THICK. 40 CUSTOMER PARKING 41 EMPLOYEE / SERVICE CENTER PARKING GENERAL NOTES A U.N.O., UNDIMENSIONED RADII OF CURBS ARE 2'-0„ B U.N.O., DIMENSIONS ARE TO THE FACE OF CURB C ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND D BARBED WIRE FENCING IS NOT PERMITTED. E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION -- BUILDING SETBACK LINE -- EASEMENT EXISTING CURB _ -- EXISTING LANDSCAPE/ - PERMEABLE AGGREGATE - -- NEW LANDSCAPE/ PERMEABLE AGGREGATE FIRE LANE SEWELL toBMW OF V RAPEVM 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJFREEWAY, SUITE 1100 DALLAS TX 75240 GenslC FAXTEL: 21 24.273.1500 e14.273.1505 Issue L # Issue Date _ Issue Description PNA 202/2015 CUSUBMISSIO B 03/30/2015 CUP REVISIONS C 04/09/2015 -0UP REVISIONS Name: SEWELL VILLAGE BMW Number. CU1W5 ion: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Approval does not authorize anywork in conflict wth any codes a ordinances. Dept of Development Services yam,. Ted Koilaja % U ,I m #13842 < u 04/0912015 f` E OF t ,i Project Name BMW OF GRAPEVINE Project Number 27.6704.000 Description DIMENSIONAL CONTROL SITEPLAN -SE Scale As indurated _.. _ ........ AAOO.52 4 OF 19 NOTE'. EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 0 zozs Dakin 0 7.515 30 60 FT 0 J W Q U U) Of W f'— z DIMENSIONAL CONTROL SITE PLAN - SW 1 SCALE: V=30'4' EXHIBIT ' O / 1 o Page t of L,. ) SHEET NOTES 01 EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK 03 NEW PRIVATE SIDEWALK 04 NEW LANDSCAPE, TYP 05 NEW HANDICAPPED ACCESSIBLE PARKING STALL 06 PROPERTY LINE 07 NEW SECURED GATE. BFT TALL MANUAL SWING GATE WITH KNOX BOX. 08 NEW ELEC OPERATED SWING GATE AND BARRIER ARMS. 09 NEW MONUMENT SIGN. AREA OF SIGNAGE: 55 SQ. FT. HEIGHT: 8' - 0" 10 NEW POST SIGN, AREA OF SIGNAGE: 101 SQ. FT. HEIGHT: 40'-0" 11 NEW FIRE LANE' 12 NEW DUMPSTER ENCLOSURE AND USED TIRE STORAGE 13 NEW COVERED VACUUM AND DETAILING STATION 14 NEW SET TALL CHAIN LINK FENCE 15 NEW SET TALL DECORATIVE METAL FENCE 16 TENTATIVE LOCATION FOR NEW TRANSFORMER 17 EXISTING SET TALL DECORATIVE FENCE 18 EXISTING LIGHT POLE FIXTURE 19 NEW FUEL TANK- 12000 GALLON, 32'x8'x8') 20 LINE OF FUTURE BUILDING EXPANSION. 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO START AT NORTHWEST CORNER OF SITE 22 NEW 12'-0"x 35'-0" LOADING SPACE 23 NEW PLANTER 24 EXISTING TRANSFORMER 26 NEW ELEVATED. VEHICLE DISPLAY 27 NEW BIKE RACK 28 EXISTING BFT TALL CHAIN LINK FENCE 29 NEW LIGHT POLE FIXTURE 30 EXISTING CURB CUT 31 MAIN ENTRY 32 EXISTING LANDSCAPE 33 EXISTING HANDICAPPED ACCESSIBLE PARKING STALL 34 EXISTING BFT TALL CHAIN LINK FENCE 35 EXISTING ELEVATED VEHICLE DISPLAY 36 EXISTING FIRE LANE 37 ENTRY TO SERVICE DROP OFF 38 EXISTING SIGN. 25'-7' TALL X 7-7" WIDE X 2'-B" THICK. 39 EXISTING SIGN. 28'-6" TALL X 1 P-4" WIDE X 2'-0" THICK. 40 CUSTOMER PARKING 41 EMPLOYEE / SERVICE CENTER PARKING GENERAL NOTES i A U.N.O., UNDIMENSIONED RADII OF CURBS ARE 2'-0" B U.N.O., DIMENSIONS ARE TO THE FACE OF CURB C ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND D BARBED WIRE FENCING IS NOT PERMITTED. E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE �. MET DURING THE PERIOD OF CONSTRUCTION.'i LEGEND ----- BUILDING SETBACK LINE - - EASEMENT --- EXISTING CURB EXISTING LANDSCAPE/ PERMEABLE AGGREGATE NEW LANDSCAPE/ PERMEABLEAGGREGATE FIRE LANE NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE \\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rv1 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 S' TEL4.273.1500 ®p FAX: 214.273.1505 214.273.1505 Issue # Issue Date Issue Description A 02/02/2015 CUP SUBMISSION j B 03/30/20151 CUP REVISIONS C 04/09/2015 CUP REVISIONS --� r — Case Name: SEWELL VILLAGE BMW Case Number: CU15-05 Location: 1111 AND 1151E STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION 1 it Chairman Date IISI Approval does not authorize any work in conflict Wth any codes or ordinances. Dept of Development Services V, '4 '1 S' a Ted Kollaja N F� #13842 0410912015 F- +asac BMW OF GRAPEVINE Project Number 27.6704.000 -- - --- Description DIMENSIONAL CONTROL SITE PLAN - SW Scale As Indicated. _.. ... .. AAOO.53 5 OF 19 ® zoxs ceo:ia 0 7.515 30 60 FT / r r—r i r� W 7 � L Q Re- SHEET NOTES 01 EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK 03 NEW PRIVATE SIDEWALK 04 NEW LANDSCAPE, TYP 05 NEW HANDICAPPED ACCESSIBLE PARKING STALL 06 PROPERTY LINE 07 NEW SECURED GATE. SFT TALL MANUAL SWING GATE WITH KNOX BOX. 08 NEW ELEC OPERATED SWING GATE AND BARRIER ARMS. 09 NEW MONUMENT SIGN. AREA OF SIGNAGE: 55 SQ. FT. HEIGHT: 8' - 0" 10 NEW POST SIGN. AREA OF SIGNAGE: 101 SQ. FT. HEIGHT: 40'- 0" 11 NEW FIRE LANE 12 NEW DUMPSTER ENCLOSURE AND USED TIRE STORAGE 13 NEW COVERED VACUUM AND DETAILING STATION 14 NEW 8FT TALL CHAIN LINK FENCE 15 NEW 8FT TALL DECORATIVE METAL FENCE 16 TENTATIVE LOCATION FOR NEW TRANSFORMER 17 EXISTING SIFT TALL DECORATIVE FENCE 18 EXISTING LIGHT POLE FIXTURE 19 NEW FUEL TANK- 12000 GALLON, 32'x8'x8') 20 LINE OF FUTURE BUILDING EXPANSION. 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO START AT NORTHWEST CORNER OF SITE 22 NEW 12'-0"x 35'-0" LOADING SPACE 23 NEW PLANTER 24 EXISTING TRANSFORMER 26 NEW ELEVATED VEHICLE DISPLAY 27 NEW BIKE RACK 28 EXISTING SET TALL CHAIN LINK FENCE 29 NEW LIGHT POLE FIXTURE 30 EXISTING CURB CUT 31 MAIN ENTRY 32 EXISTING LANDSCAPE 33 EXISTING HANDICAPPED ACCESSIBLE PARKING STALL 34 EXISTING SET TALL CHAIN LINK FENCE 35 EXISTING ELEVATED VEHICLE DISPLAY 36 EXISTING FIRE LANE 37 ENTRY TO SERVICE DROP OFF 38 EXISTING SIGN. 25'-7" TALL X 7'-7" WIDE X 2'-8" THICK. 39 EXISTING SIGN. 28'-6" TALL X 11'-4" WIDE X 2'-0" THICK. 40 CUSTOMER PARKING 41 EMPLOYEE / SERVICE CENTER PARKING GENERAL NOTES A U.N.O., UNDIMENSIONED RADII OF CURBS ARE 2'-0" B U.N.O., DIMENSIONS ARE TO THE FACE OF CURB C ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND D BARBED WIRE FENCING IS NOT PERMITTED. E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. LEGEND o, / r s -----BUILDING SETBACK LINE SEWELL M : • 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 Gepry r TELEPHONE: 214.273.1500 505 -Issue --�— # Issue Date Issue Description I A 02/02/2015 ICUP SUBMISSION B 03/3 012 01 5 CUP REVISIONS � C � 04/0 912 0 1 5 CUP REVISIONS __ _� Case Name: SEWELL VILLAGE BMW Case Number. CU15-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or��, '.. ordinances. Dept of Development Services I =-:E Ted Kollaja ii o #13842 / 04109/2015 ua' E OF (K Project Name SMWOFGRAPEVINE --- - Project Number 27.6704.000 Pagedo - - - EASEMENT Description _. r DIMENSIONAL CONTROL SITE PLAN NW " EXISTING CURB EXISTING LANDSCAPE/ Scale - --- - - - PERMEABLE AGGREGATE AS IndICaled NEW LANDSCAPE/ PERMEABLE AGGREGATE c FIRE LANE AA00.54 6 OF 19 NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE ® zozs r.-1. 0 Z5 15 30 60 FT \\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine- Site_10380.rvt Luminaire'Schedu3e Symbol Qty LabelT Lum,. Luanerrs SLF i Des¢r prion_,_ :... HEIGHT . . ,. ., .. . .,_. .. .. .. :_. _. 52 au er-a uaflex-24Qi1k 1' 423' X0.900' SX7PiR AQOAZ LEX-240QIi 1' Calculation Surupary : : 13 "t.5 FT .. 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",.. s, ypix. e,. s e Page of ac) 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W, NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 FAX: 21 Gensler AX 4.273.1505 # Issue Date Issue Description A /020 2/2015 ]CUP SUBMISSION B j 03/30/2015 !CUP REVISIONS 04/09/2015 !CUP REVISIONS Case Name: SEWELL VILLAGE BMW Case Number. CU15-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date ail PLANNING AND ZONING COMMISSIONi, Chairman --Date's. Approval does not authorize any work in conflict vwth any codes or ordinances. Dept of Development Services y�f�c'°tta4b Ted Kollaja #13842 0410912015 k 5b P H E,. 4 Project Name ll BMW OF GRAPEVINE '.. Project Number 27.6704.000 - -- - '..Description PHOTOMETRIC SITE PLAN - OVERALL Scale 1"=100,-0„ _.._. _... • PHOTOMETRIC SITE PLAN - OVERALL SCALE0 2 4 B 6 FT : 1" = 100'-0” \\gensler,ad\projects\RevitUserModels\10380\Sewell Grapevine- Site_10380.rvt ELEVATION CALCULATIONS -MAIN BUILDING ` ALUMINUM AND GLASS TOTAL AREA OF ALL WALLS (EXCLUDING DOORS B WINDOWS) 57,5673 F. TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT 52,232 S.F. TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT DIAGONAL HATCHING INDICATES MASONRY MATERIAL - - 5,335 S.F. 1 �— BLACK FILL INDICATES NON -MASONRY MATERIAL WHITE INDICATES 13LAZINGMOORS -1.0 MASONRY/ ONRY EQUIVALENT 99% \ \ ` 9 F OF / OF NON-MASNRYIMASONRY EQUIVALENT _ 8MW OF GRAPEVINE " 'Project Number SOUTH ELEVATION 27.6704.000 AAOO.80 Q O� 1 ROLL UP DOORS TOTAL AREAOF WALLS (EXCLUDING DOORS& WINDOWS) 13,585 S.F. \ �,\\\ TOTAL AREA OF MAS ON(Y/MASONRYEQUIVALENT 11,155 S.F. \\\\\\\\\\\\ \\ TOTAL AREA OF NON -MASONRY] MASONRY EQUIVALENT 2,430 S.F.GRAPEVINE E.I.F.S (WHITE) CMU (PAINTED WHITE) METAL COMPOSITE r ILLUMINATED BUILDING MOUNTED — EQUIPMENT SCREEN METAL TRELLIS METAL COMPOSITE PANE94 S (METALLIC SIGN50'-912"x5-212". A?�EAO� GALV CHAIN LINK (PAINTED GRAY)� PANE'G (METAL r /— E.LF.S. (WHITE) GRAY SIGNAGE: 1 S0. F7. GRAY j OPE TVN REVEAL, P. .... _ _ _._ E.LF.S_(WHITE) --J/i! / i Im / I e E.I.F.S.(WHITE) ` ALUMINUM AND GLASS ` E.LF.S.(WHITE) ALUMINUM AND GLASS — METAL COMPOSITE PANELS --' -- E.LF.S.(WHITE) I— ALUMINUM AND GLASS _ E.LF.S.(WHITE) 6 �+ OVERHEAD DOOR, TYP. CURTAIN WALL. TYR. (METALIC GRAY) CURTAIN WALL, TYP. BUILDING 1 (MAIN BUILDING) - SOUTH ELEVATION 1 SCALE: 1116"=V-0" 0410912015 �— DIAGONAL HATCHING INDICATES MASONRY MATERIAL r---" BLACK FILL INDICATES NON -MASONRY MATERIAL CONCRETE RAMP (BEYOND) E.I.F.S. (WHITE) OPEN r A Y METAL STAIRS (PAINTED GRAY) a ge CMU (PA NTED WHITE) OPEN F (— WEST ELEVATION TOTAL AREA OFWALLS (EXCLUDING DOORS & WINDOWS) TOTAL AREA OF MASONRY( MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT WHITE INDICATES GLAZING/DOORS -- STEEL SOLAR SCREEN - METAL COMPOSITE PANELS (PAINTED GRAY) (METALLIC GRAY) ALUMINUM & GLASS CURTAIN WALL E I F.S. (WHITE) 6 M 15,053 S.F. 13,784 S.F. 1,269 S.F. SEWELL BMW OF 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJFREEWAY, SUITE 1100 DALLAS TX 75240 Gen4 273.1500 SI p F�EPHONE: 214.273.1505 Issue # ( Issue Date Issue Description i Case Name: SEWELL VILLAGE BMW Case Number: CU15-05 i j Location: 1111 AND 1151 E. STATE HWY,114 I I� Mayor Date I Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authori2e any work in conflict Wth any codes or ordinances. Dept. of Development Services iSeallSignature__ _ __ , 6 �+ �ti G Lta'T Ted Kollaja a c 4 r #13842 a ' 0410912015 9 F OF Project Name _ 8MW OF GRAPEVINE " 'Project Number E.I F.S. (WHITE) EL F.S. (WHITE) - GLAZING 27.6704.000 AAOO.80 Description ELEVATIONS - MAIN BUILDING Scale 1116-1-0 GLAZING ALUMINUM & GLASS E.I F.S. (WHITE) EL F.S. (WHITE) - GLAZING ALUMINUM & GLASS METAL COMPOSITE PANELS AAOO.80 Q O� 1 ROLL UP DOORS CURTAIN WALL SYSTEM (METALLIC GRAY) V BUILDING 1 (MAIN BUILDING) - WEST ELEVATION2 ®2oa5oeDsior 0 4 8 16 32 FT SCALE: 1116" = V-0" \\gensier,ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.wt BUILDING 1 (MAIN BUILDING) - NORTH ELEVATION 2 SCALE: 1/16" = 1'-0" :ALCULATIONS ATION A OF WALLS (EXCLUDING DOORS & WINDOWS) 15,549 S.F. :A OF MASONRY/ MASONRY EQUIVALENT 16,126 S.F. :A OF NON-MASONRY/MASONRY EQUIVALENT 423 S.F. r: TO 1'./ Page • OPEN E.LF.S. (WHITE) - -- CMU EOUIP SCREEN - AIRE VENT (PAINTED (PAINTEDWHITE) ,- WHITE) CMU - CONCRETE r- EQUIP SCREEN f r (PAINTED STRUCTURE GALV CHAIN LINK EAP.S.(WHITE) WHITE) (PAINTED WHITE) -.. - CMU(PAINTEDWHITE) 0 12,360 S.F. 11,155 S.F. 1,213 S. F. SEWELL BNM OF GRAPEVINE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEV,ELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 Gensl®r TEL214273.1505 1�18sue # Issue Date Issue Description I A 02/0212015 CUP SUBMISSION 8 03/30/2015 CUP REVISIONS C 04/09/2015 CUP REVISIONS Case Name: SEWELL VILLAGE BMW Case Number: CUIS-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date i Secretary Date —_ PLANNING AND ZONING COMMISSION _ Chairman Date Approval does not authorize any work in conflict with any codes or '.i ordinances. Dept. of Development Services -- ------__- - - �d"�4 E D A,TC . Ted Kollaja x. 4 a 0 #13842? / 0410MO15 ItE4t QTF OF tF' 3 r ELEVATION CALCULATIONS STEEL SOLAR SCREEN -- E.I.F.S.(WHITE) :- GLAZING ---- ALUMINUM AND GLASS - LLUMINATEDBUILDING MOUNTED I OPEN OPEN EAST ELEVATION 1 TOTAL AREA OF WALLS (EXCLUDING DOORS S WINDOWS) ". TOTAL AREA OF MASONRY! MASONRY EQUIVALENT (PAINTED GRAY) CURTAIN WALL E F S (WHITE) SIGN SO'- 9 117' x 5 2117 AREA n WHITE INDICATES GLAZINGIDOORS TOTAL AREA OF NON-MASONRYI MASONRY EQUIVALENT OF SIGNAGE'. 19450 FT ( -- Project Number ---� METAL COMPOSITE OPEN / �- ).7 - - -_ _ - 27.6704.000 PANELS (METALLIC L GRAY) T- Description E.LF.S. (WHITE) i rI � SLACK FILL INDICATES NON" — DIAGONAL HATCHING INDICATES � Scale ,, ------------ - � � � � � MASONRY MATERIAL MASONRY MATERIAL ^' — 1116" 14., -H LEI Ll ALUM I NUM AND GLASS E.I.FS (WHITE) AL UMINUM AND GLASS ELFS (WHITE) PAI NTED ROLL � t METALLOUVER ALUMINUM & GLASS E.IF.S.(WHITE) GALVANIZED ROLL AAU0.81 9 OF 19 OVERHEAD DOOR, TYP. OVERHEAD DOOR, TYP. UP DOOR I 1 BUILDING 1 (MAIN BUILDING) - EAST ELEVATION1 SCALE: 1116" =1'-0" OPEN E.LF.S. (WHITE) - -- CMU EOUIP SCREEN - AIRE VENT (PAINTED (PAINTEDWHITE) ,- WHITE) CMU - CONCRETE r- EQUIP SCREEN f r (PAINTED STRUCTURE GALV CHAIN LINK EAP.S.(WHITE) WHITE) (PAINTED WHITE) -.. - CMU(PAINTEDWHITE) 0 12,360 S.F. 11,155 S.F. 1,213 S. F. SEWELL BNM OF GRAPEVINE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEV,ELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 Gensl®r TEL214273.1505 1�18sue # Issue Date Issue Description I A 02/0212015 CUP SUBMISSION 8 03/30/2015 CUP REVISIONS C 04/09/2015 CUP REVISIONS Case Name: SEWELL VILLAGE BMW Case Number: CUIS-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date i Secretary Date —_ PLANNING AND ZONING COMMISSION _ Chairman Date Approval does not authorize any work in conflict with any codes or '.i ordinances. Dept. of Development Services -- ------__- - - �d"�4 E D A,TC . Ted Kollaja x. 4 a 0 #13842? / 0410MO15 ItE4t QTF OF tF' 3 r \\gensler.ad\projects\RevilUserModels\10380\Sewell Grapevine - Site_10380.rv1 BMW OF GRAPEVINE STEEL SOLAR SCREEN -- E.I.F.S.(WHITE) :- GLAZING ---- ALUMINUM AND GLASS - LLUMINATEDBUILDING MOUNTED I OPEN OPEN (PAINTED GRAY) CURTAIN WALL E F S (WHITE) SIGN SO'- 9 117' x 5 2117 AREA n OPEN OF SIGNAGE'. 19450 FT ( -- Project Number ---� METAL COMPOSITE OPEN / �- - - - -_ _ - 27.6704.000 PANELS (METALLIC GRAY) Description E.LF.S. (WHITE) ELEVATIONS 5 MAIN BUILDING Scale 1116" 14., -H LEI Ll ALUM I NUM AND GLASS E.I.FS (WHITE) AL UMINUM AND GLASS ELFS (WHITE) PAI NTED ROLL AL UMINUM&GLASS -- METALLOUVER ALUMINUM & GLASS E.IF.S.(WHITE) GALVANIZED ROLL AAU0.81 9 OF 19 OVERHEAD DOOR, TYP. OVERHEAD DOOR, TYP. UP DOOR ROLL UP DOOR (PAINTED WHITE) ROLL UP DOOR UP DOOR BUILDING 1 (MAIN BUILDING) - EAST ELEVATION1 SCALE: 1116" =1'-0" C2alsG-1- D 4 8 16 32 FT \\gensler.ad\projects\RevilUserModels\10380\Sewell Grapevine - Site_10380.rv1 DIAGONAL HATCHING INDICATES MASONRY MATERIAL — BLACK FILL INDICATES NON -MASONRY ALUMINUM AND GLASS CURTAIN WALL WHITE INDICATES GLAZING/DOORS METAL COMPOSITE PANELS (METALLIC GRAY) BUILDING 2 (CPO BUILDING) - SOUTH ELEVATION 1 SCALE: 118"=V-0" ELEVATION CALCULATIONS - CPO a "LDING TOTAL AREA LF ALL WALLS (EXCLUDIN(ODORS & WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT OF MASONRY/ MASONRY EQUIVALENT %OF NON -MASONRY/ MASONRY EQUIVALENT SOUTH ELEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT EXHIBIT O j J l" P - • e of REVEAL, TYP. CMU (PAINTED WHITE) METAL GATE (PAINTED WHITE) E.I.F.S. (WHITE) —__ ALUMINUM AND GLASS STOREFRONT BUILDING 2 (CPO BUILDING) - WEST ELEVATION 2 SCALE: 118" = l'-0" ELEVATION CALCULATIONS - CPO BUILDING NEST ELEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT 6,619 S F. 5,687 SF. 932 S F. 36% 14% 31IS F. 69 S.. 242 S.F. 2,701 S.F. 2,707 S.F. 0 S.F. SEWELL BMW OF GRAPEVTNE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJFREEWAY, SUITE 1100 4,273.1500 Q DALLAS TX 75240 �+ sl r FAXEPHONE: 214.273.1505 Issue 1 # 1 Issue Date Issue Description A 02/02/2015 CUP SUBMISSION B 03/30/2015CUPREVISIONS C 04021_ 0ISIS Case Name: SEWELL VILLAGE BMW Case Number. CU15-05 ! Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict Wth any codes or L ordinances. '.. De of Development Services P __. – 1 041091201 G Dv �- c�:.L L(q Ted Kollaja #13842 E 4 54 P ' OF Project Name BMW OF GRAPEVINE Project Number 27.6704 000 _ Description ELEVATIONS - CPO BUILDING Scale 10 OF 19 0 zoafi Gcosler 0 2 4 8 16 FT \\gensler.adlprojectsVRevitUserModels\10380\Sewell Grapevine - Sile_10380.M E.LF.S.(WHITE) _ .mss .. ..:.. 101—M (WHITE) / REVEAL, YYP. BUILDING 2 (CPO BUILDING) - SOUTH ELEVATION 1 SCALE: 118"=V-0" ELEVATION CALCULATIONS - CPO a "LDING TOTAL AREA LF ALL WALLS (EXCLUDIN(ODORS & WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT OF MASONRY/ MASONRY EQUIVALENT %OF NON -MASONRY/ MASONRY EQUIVALENT SOUTH ELEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT EXHIBIT O j J l" P - • e of REVEAL, TYP. CMU (PAINTED WHITE) METAL GATE (PAINTED WHITE) E.I.F.S. (WHITE) —__ ALUMINUM AND GLASS STOREFRONT BUILDING 2 (CPO BUILDING) - WEST ELEVATION 2 SCALE: 118" = l'-0" ELEVATION CALCULATIONS - CPO BUILDING NEST ELEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT 6,619 S F. 5,687 SF. 932 S F. 36% 14% 31IS F. 69 S.. 242 S.F. 2,701 S.F. 2,707 S.F. 0 S.F. SEWELL BMW OF GRAPEVTNE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJFREEWAY, SUITE 1100 4,273.1500 Q DALLAS TX 75240 �+ sl r FAXEPHONE: 214.273.1505 Issue 1 # 1 Issue Date Issue Description A 02/02/2015 CUP SUBMISSION B 03/30/2015CUPREVISIONS C 04021_ 0ISIS Case Name: SEWELL VILLAGE BMW Case Number. CU15-05 ! Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict Wth any codes or L ordinances. '.. De of Development Services P __. – 1 041091201 G Dv �- c�:.L L(q Ted Kollaja #13842 E 4 54 P ' OF Project Name BMW OF GRAPEVINE Project Number 27.6704 000 _ Description ELEVATIONS - CPO BUILDING Scale 10 OF 19 0 zoafi Gcosler 0 2 4 8 16 FT \\gensler.adlprojectsVRevitUserModels\10380\Sewell Grapevine - Sile_10380.M E.I.F.S. (WHITE) REVEAL, TYP. STEEL COLUMN (WHITE) /E.I.F.S. (WHITE) /-- METAL COMPOSITE PANELS (METALLIC GRAY) l-- E.I.F.S. (WHITE) — CMU (PAINTED WHITE) METAL LOUVERS (PAINTED WHITE) GLAZING BUILDING 2 (CPO BUILDING) - NORTH ELEVATION 1 SCALE: DIAGONAL HATCHING INDICATES MASONRY MATERIAL ALUMINUM AND — GLASS CURTAIN WALL E.I.F.S. (WHITE) REVEAL, TYP. -- BLACK FILL INDICATES NON -MASONRY MATERIAL WHITE INDICATES GLAZINGIDOORS E.I.F.S. (WHITE) -- METAL COMPOSITE PANELS (METALLIC GRAY) ---- ILLUMINATED BUILDING MOUNTED SIGN 46'-9'.S'-2 1/2'. AREA OF E.I.F.S. (WHITE) ELEVATION CALCULATIONS -CPO aU1LdNG NORTH ELEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS 8 WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT • • 1 • Page Id, of d♦ GLAZING BUILDING 2 (CPO BUILDING) - EAST ELEVATION 2 SCALE: 118" = 1'-0" ELEVATION CALCULATIONS -CPO BUILDING EAST ELEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS 8 WINDOWS) TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT 1,591 S.F. 1,344 S.F. 247 S.F. ZW 6 S.F. 1,573 S.F. 443 S.F. niEWELL BMW OF GRAPEVINE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 15240 Gen4.273.1500 5' r TEL214.273.1505 Issue # Issue Date _Issue Description 02/02/2015 CUP SUBMISSION C 04/09/2015 CUP RE B 03/30/2015 CUP REVISIONS VISIONS Case Name: SEWELL VILLAGE BMW Case Number: CU15-06 I Location: 1111 AND 1151 E. STATE HWY. 114 i Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date � I Approval does not authorize any work in conflict vdth any codes or ordinances. Dept. of Development Services �, SeallSignature b r EC A4, Ted KOH* #13842 I r 04/092015 Daae t E Y Project Name BMW OF GRAPEVINE 'Project Number '.. 27.6704.000 Description. ELEVATIONS - CPO BUILDING Scale 118 1-0^.. 11 OF 19 Q 2015 Ge Irr 0 2 4 8 16 FT \\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine- Site_1 D380,wt i PROJECT DATA TABLE FOR BLDG 2 PROJECT DATA TABLE FOR BLDG 1 -.. v -..__a„n.. M1N g Cnapevine, Texas N1p-EBU4.ONGAREAPER3TORYBY000UPANCYTYPe. A1leWAalERIaLDkaraaFa PE&Sf4AY'aY(1C{ASPANGtTlFE AYOCCUPANCY F VQQCUPANCY %i'aa1 $"BICC 'S1 IXY: BMW ®F ea»rlem aWZW aW- Ts a6oxz n-(Fiff-clw)W •Nem.F=n,,arr=., »saatfeor,+asae as atxx tt pp METAL CANOPY (PAINTED GREY) - OPEN TABULARAREAT,BW 9,5W3.F. M,—&F. TA91RAdfARA TSGt 8 95 2s of S.F 4004aP 70mv SUITE DALLAS, TEXAS 75220 -- _ A7gJ4ND,llFICA'tbX4WCP,FriS@,SW:f 2d„�r8F 33rR2eSf f3Lt>813.F, l zk33aiaF' (�'1gR /,(�'j�'-�/F�/n�j''**\7'x''1 .AREA MODIFICATION INGREA3E 508.1 33.3a53,F, (REF. NOTE3 BELOW) 06,250 S.F. (Ran NOTE38ELOW) 2 �f 5420 LBJ FREEWAY, TQTAik1i4TAg1E 39,&906.P 51,#6$.F, : 1ti�af. 1N�&F. I SUITE itOD ... _., _. TOTALALLtTWABLE 45,126 S.f 1W,2603F. ,_.� 1111 East State Highway 114 ��„,„�a,a„�, Ob.der6_.2006 F,-_ __ .�__ w _b_- 1151 East State Hi hwaY 114 TRASH ENCLOSURE - EAST ELEVATION 09 SCALE: 3/16" =1'-0" CMU SCREEN WALL (PAINTED GREY) / /---- METAL GATE (PAINTED GREY) METAL CANOPY (PAINTED GREY) OPEN - - ,..,.N, � !aFP ,x; .. .5�&5P_��.SCiSi,SD6St,,:� T}peai{blbk<fE),..-,..•' IB51Eft^$tm2(6 ,•'�•.•�•"«',-•. ! g Cnapevine, Texas Tyan2B ryosln , ,Nmaanl n�,„_Salai&8 A1m�emarea x1WosF m1W.2so sW1 ���,,,m�;�, 'ftpetB45 Atezanlerw� 12amd� ��-' .1 ' s2s �suo+ saaxT sWxz AspA'aN6uN $91S'IAs6m169:7mter3aatb5l# um..I ea»rlem aWZW aW- Ts a6oxz n-(Fiff-clw)W •Nem.F=n,,arr=., »saatfeor,+asae as atxx tt pp :I j 3860 W. NORTHWEST HIGHWAY 100 a.. WraoAa-IAf+IAtxi gAtzls Ts=IFtP-o `'- -,SO SUITE DALLAS, TEXAS 75220 S1_SIiOP iNSq i18x `.Ai'.-W=9,QaPY� ,T� PROPOSED eUIL01NGAREA BYCCCUPANCY TYPE: a }F(P a2Yilm 'NaF•P ,daFfr•^1 5420 LBJ FREEWAY, BOLLARD (PAINTED GREY) TRASH ENCLOSURE - SOUTH ELEVATION 10 SCALE: 3116'= V-0" METAL CANOPY CMU SCREEN WALL (PAINTED GREY) TRASH ENCLOSURE - WEST ELEVATION 1 1 SCALE: 3116" = 1'-0" METAL CANOPY (PAINTED GREY) Type za (ze�ndy) Aaaweel nereln-asmrtee A4bwe6 area-9,60B3F(mrrram m42,125ees 59611 ,..,.N, � !aFP ,x; .. .5�&5P_��.SCiSi,SD6St,,:� T}peai{blbk<fE),..-,..•' IB51Eft^$tm2(6 ,•'�•.•�•"«',-•. ! g Cnapevine, Texas Tyan2B ryosln , ,Nmaanl n�,„_Salai&8 A1m�emarea x1WosF m1W.2so sW1 ���,,,m�;�, 'ftpetB45 Atezanlerw� 12amd� ��-' .1 ' s2s �suo+ saaxT sWxz AspA'aN6uN $91S'IAs6m169:7mter3aatb5l# SEWELL AUTOMOTIVE COMPANIES ea»rlem aWZW aW- Ts a6oxz n-(Fiff-clw)W •Nem.F=n,,arr=., »saatfeor,+asae as atxx tt pp :I j 3860 W. NORTHWEST HIGHWAY 100 a.. WraoAa-IAf+IAtxi gAtzls Ts=IFtP-o `'- -,SO SUITE DALLAS, TEXAS 75220 S1_SIiOP iNSq i18x `.Ai'.-W=9,QaPY� ,T� PROPOSED eUIL01NGAREA BYCCCUPANCY TYPE: a }F(P a2Yilm 'NaF•P ,daFfr•^1 5420 LBJ FREEWAY, _ IX?9 �tD oiST7LiP{N {At Mitxm$ I SUITE itOD W? OCC, a1.Occ. TOT_ -Plus€DSLv:De�tGuit.+aYoccui•MCYTv . - - - , prom It i boom a VDD ;µ,. DALLAS TX 7524D Gensler TELEPHONE: 214.273.1500 nnsr ROOrs a2ss. asst sF. lgotas.F. , - f , „ FAX: 214.273.1505 PgN1'RtNMi 2QaeSF I Si (9t,11z9£ 3E{ajNUPLWR 1&t3F + 1bi8C3.F, �.95%sr. r wov, /-- TOP RAIL iP-0"MAX} LINE POST v I FmgTH rlOINi 1 55,9143E I 55y135.F SSBABa,F E ` CHAIN LINK MESH ZS•,j: TOTAL 77ZiaF 7*713P ilmsFl x.72438 �..� �� _.� .. _._..-.......,... w., .�: �_._..��.. �..- ._::�=_.. _-,.,:�.»: � BUILDING IS FULLY SPRINKLERED, INCLUDING PARKING GARAGE l9 Sl1C L �# Issue Date Issue Description _ �yy�x�h� GALV. HWY RAIL MOUNTED ON x ? \k k' : INSIDE OF FENCE AT HT B 03!3012015 CUP REVISIONS —_ h\ \ may/ MATCHING EXISTING. `° '� '���`� C 04/0912015 CUP REVISIONS _. EXHIBIT TO 60�� ��� CONCRETE FOOTING. SLOPE FOR DRAINAGE AROUND POST. Page of dofl -R' DIAM. MIN. CHAIN LINK FENCE ELEVATION OG SCALE: 114" = 1'-0" STEEL PICKET STEEL POST WITH CAP AT &4Y O.G. NOMINAL VERIFY WITH MANUFACTURER STEEL RAIL QTY = 3. GALV, HWY RAIL MOUNTED ON INSIDE OF FENCE AT 2'-0" TO CENTERLINE. PAINT TO MATCH FENCE. CONCRETE FOOTING. SLOPE FOR DRAINAGE AROUND POST. FENCE FINISH TO BE BLACK U.N.O. _ 1u.— l 1 _1— FENCE DESIGN BASED ON AMERISTAR'S MONTAGE COMMERCIAL CLASSIC, DECORATIVE FENCE ELEVATION 07 SCALE: 114" =1'-0" AREA OF SIGNAGE: 101 SQ. FT. Case Name: SEWELL VILLAGE BMW j Case Number., CUIS-05 1 Location:1111 AND 1151 E. STATE HWY.114 ----Mayor ---- Date Secretary Date'i PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict vrith any codes or ordinances. Dept of Development Services Rk AR. '� o ctta ti Ted Kollaja - - #13842 d a h � � k 04109/2015 Project Name BMW OF GRAPEVINE :- -"-- OPEN --" AREA OF SIGNAGE: '', Project Number 55 SQTT .._27.6704.000 Description I I DETAILS '.Scale As indicated ' - - CMU SCREEN WALL (PAIN9S" TED GREY) Y. - _.-13-8 .... TRASH 6ENCLOSURE - NORTH ELEVATION 12 MONUMENT SIGN ELEVATION 08 POST SIGN ELEVATION ®4 -- Z ..R=le, SCALE 311 SCALE: 114" = 1'-0" SCALE. 114' = V-0' \\gensler.ad\projects\RevitUserMQdels\10380\Sewell Grapevine - Site_10380.rvi 12 OF 19 SYMBOL PROPOSED PLANT MATERIAL SYY^M-BOOL PROPOSED PLANT MATERIAL N,110N4 4 iia t - INTERIOR LANDSCAPING REQUIRED PROVIDED 49 EXISTING TREES ( _ 1, 1�..../j 26 ORNAMENTALTREE �♦ - 10% OF GROSS PARKING AREA 39,836 55,674 TO REMAIN ` +, - '- -- PROPERTY LINE EXHIBIT- ®� 1 TREE PER 400 S.F. OF REQ'D INTERIOR LANDSCAPE 100 100 0 14 4" CAL. MIN. 81 6' HT. EVERGREEN SHRUB P ED AND INSTALLED TO DECIDUOUS TREE HE CITY OF GRAPEVINE L Acke 14 o PERIMETER LANDSCAPING RDS O 460 24" HT. EVERGREEN SHRUB i • LOCATED 12 L.F. FROM 6� 45�...,.... 4" CAL. MIN. PROPERTY LINE - 1 TREE PER 50 L.F. 69 69 — DECIDUOUS TREE NON -VEHICULAR OPEN SPACE 0 43 4" CAL. MIN. — EVERGREENTREE -AREA Na 91,772 - 1 TREE/ 4,000 S.F. 23 39 Q O cr J W d Q U tri C( W I— Z 75 ....... ... ..: ,..._.,_..w``ir..,..y....o..®.........................,..,...........,..,.,.,' :.,......,.,...,..,,,,._...i _,_ 8' HT. L 8' HT. CHAIN LINK FENCE I _ n i larch .�h41� 1� hDi 1§1 T . xDy n ce i FENCE 8 PROPOSED MONUMENT SIGN; HT. 8'-0 LOCATED 28 L.F. FROM PROPERTY CINE PG FR N,110N4 4 iia t 8' HT. L 8' HT. CHAIN LINK FENCE I _ n i larch .�h41� 1� hDi 1§1 T . xDy n ce i FENCE 8 PROPOSED MONUMENT SIGN; HT. 8'-0 LOCATED 28 L.F. FROM PROPERTY CINE SEWELL BMW OF IY 9Y 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 TEL: Genslr FAX: 214.273.1505 Issue # Issue Date Issue Description C 0210212015 CUP SUBMISSION D 03130/2015 ICUPREVISIONS Case Name: SEWELL VILLAGE BMW Case Number: CU15-05 Location: till AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. or Development Services Seallsignature Project Name BMW OF GRAPEVINE Project Number 27.6704.000 CONDITIONAL USE PLANTING PLAN T'=50'-0" Rei. Nwin L.01 -PL -1 13 OF 19 �2oi5 ce"sie� 0 12.525 50 100 FT PG FR N,110N4 4 - EXISTING CADILLAC SIGN; �♦ 1,,00A"YED 24 L.F. FROM ` +, - '- -- PROPERTY LINE ION SYSTEM TO BE ED AND INSTALLED TO HE CITY OF GRAPEVINE L RDS EXFSTING CADILLAC SIGN; i • LOCATED 12 L.F. FROM PROPERTY LINE ��ond�itional�UsePla�ntinglan SEWELL BMW OF IY 9Y 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 TEL: Genslr FAX: 214.273.1505 Issue # Issue Date Issue Description C 0210212015 CUP SUBMISSION D 03130/2015 ICUPREVISIONS Case Name: SEWELL VILLAGE BMW Case Number: CU15-05 Location: till AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. or Development Services Seallsignature Project Name BMW OF GRAPEVINE Project Number 27.6704.000 CONDITIONAL USE PLANTING PLAN T'=50'-0" Rei. Nwin L.01 -PL -1 13 OF 19 �2oi5 ce"sie� 0 12.525 50 100 FT V - , 0 542 LBJ FREEWAY, SUITE 1100 FUN,' tr Genler TELEPHONE: 214.273.1504.273.1W5 S F AX : 21 1311 HI -11 HII FI,11, 301101 7777— T5 596 ... I5�! T . .. . .... .... Tel (972) 991-0011 Fax (972) 9914)27 TC 03,37 TO 03.29 G 02,83 A0. 5,1p0 H^OMSp lPpSc 6 40 6 10 4:0 EfO I" — 40' T. 00.6 BW 98.15 0 .65 1 15 EXHIBFT TO 12R _OA 0 Page /d' of a SEWELL j1IN BMW OF GRAPEVINE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 , 0 542 LBJ FREEWAY, SUITE 1100 tr Genler TELEPHONE: 214.273.1504.273.1W5 S F AX : 21 1311 HI -11 HII FI,11, 301101 0.11.j —75230 BURY Tel (972) 991-0011 Fax (972) 9914)27 BMW OF GRAPEVINE TBPE # F-1048 TBPLS # F-10107502 LEGEND Description TOP OF CURB ELEVATION GUTTER Scale NOTE: ELEVATION LANDSCAPE GRADE - FINISHED GRADE ELEVATION SHALL NOT EXCEED A 3'1 SLOPE - E,"USING TOP OF CURB ELEVATION CONTRACTOR SHALL EXISTING GUTTER ELEVATION MATCH EXISTING GRADES EXISTING GRADE ELEVATION AT ALL SAVICUT LIMITS.695 PROPOSED CONTOUR EXISTING CONTOUR SEWELL j1IN BMW OF GRAPEVINE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 Issue Issue Date atet_ Issue Description C 02/02/2015 1 CUP SUBMISSION REVISIONS Case Name: SEWELL VILLAGE BMW Case Number: CUI5-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services SeallSignature , 0 542 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 Genler TELEPHONE: 214.273.1504.273.1W5 S F AX : 21 1311 HI -11 HII FI,11, 301101 0.11.j —75230 BURY Tel (972) 991-0011 Fax (972) 9914)27 BMW OF GRAPEVINE TBPE # F-1048 TBPLS # F-10107502 Copy6ght,02015 Issue Issue Date atet_ Issue Description C 02/02/2015 1 CUP SUBMISSION REVISIONS Case Name: SEWELL VILLAGE BMW Case Number: CUI5-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services SeallSignature 1 -C1.06 14 OF 19 C" 4! .......... . ..... 4 . ....f. JOSHUAA ILL Project Name BMW OF GRAPEVINE Project Number R0101426-30037 Description GRADING PLAN Scale .1'-40' 1 -C1.06 14 OF 19 C" D� /-SLTFENCE- 7S SILT FENCE J L L ;7�= C ------- .. ..... . - - -4 I R .... .... . . :- *:_ ­.- - - - 5, '1� —H, 7q 11 ..... .... .... .... BMW OF IF IP GRAPEVINE 0 - Al IP N�SILT FENCE SILT FENCE 1111 East State Highway 114 597 1151 East State Highway 114 1 4:0 0 10 40 go Grapevine, Texas If 9, . ...... .... Ill. SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY . ... ------- A SUITE 100 GENERALDALLAS, TEXAS 75220 GENERAL NOTES - FT EROSION CONTROL 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 ON NOTES: REFER TO E�NIRI `T`?(O�"�ERAL CONSTRUCTION TELEPHONE: 214,273.1500 Gensler 599 NOTES, LEGEND AND ABBREVIATIONS' FOR THE FAX: 2 4.273. 505 L GENERAL CONSTRUCTION NOTES FOR THE F I I PROJECT 531QHarvest Hit1Roza ,Suite 10O ef y 2. T --- SVP3 COMPLIANCE. THE CONTRACTOR D111112) M11230-001 1 FAX (972) 991-0278 LL '7 SHALL BE REWIRED TO COMPLY MEN THE TeL (9 BUR CONDITIONS OF THE STORM WATER POLLUTION TREE # F-1048 TBPLS Af F 10107502 PREVENTION PLAN (SWP3) MILE CONDUCTING Copynght C 2015 HIS ACTIVITIES ON THIS PROJECT. IN ADDITION FFE gsE TO CONSTRUCTING THOSE ITEMS INDICATED ON 4 J� THE PLAN SHEETS. COMPLIANCE WITH THE SERVICE �REA 7 5 ............ SWP3 INCLUDES CONFORMANCE TO CERTAIN ` IN PRACTICES AND PROCEDURES (IDENTIR .......... I CONSTRUCTION. Issue THE (SWP3) DURING PROJECT CON C, S THE SINES PLANS AND DOCUMENTS AR # Issue Date FEE 59175 lssue Description Y _­ PROVIDED FOR THE SOLE BENEFIT OF THE AS PLANNING TOOL FOR CPO 9, _02/022015 1cuPsu_Bm_1ss1oW CONTRACTOR A COMPLYING W THE ENVIRONMENTAL REGULAnONS OF THIS PROJECT. THE 6 R;� 1p CONTRACTOR IS EXPECTED TO PROVIDE, D 03/30/2015 iCUPREVISIONS EXPAND, SUBMIT AND MEN OR A SILT FENff 13 WHAT 11 HEREIN PROVIDED. COMPREHENSIVE SWI BEYOND IT FUEL U I DMP INSTALLATION: PRIOR TO SILT FENCE-l"'I E- -�LU� 23 rep COMMENCING GRADING OPERATORS, THE CONTRACTOR SHALL INSTALL ALL SWP3 41 x z _ MEASURES AND DEVICES AS INDICATED ON THE Z� A.,; EROSION & SEDIMENT CONTROL PLAN. ALL ttlnz r SWP3 MEASURES AND DEVICES SHALL BE IN A 'A ACCORDANCE WITH SPECIFICATIONS AND DETAILS SHOWN IN THE NORTH CENTRAL TEXAS IP COUNCIL OF GOVERNMENTS CONSTRUCTION "BEST MANAGEMENT PRACTICES' (BMP) MANUAL. OR AS MODIFIED BY THE CONTRACT I M F 'T, FACILITY DOCUMENTS. NEW CAR EXISTING -FE 00 757ENANCE. DEALERSHIP L CLEANNG, REPAIR AND MAIN IN CONTRACTOR SHALL REFER TO THE SWP3 FOR SEQUENCING OF CONSTRUCTION, NSR ELATION OF NEW EROSION CONTROL DEVICES AND CLEANING, REPAIR AND MAINTENANCE OF EXISTING EROSION CONTROL RL DEVICES. THE CONTRACTOR SHALL REVISE, ARS RELOCATE AND/OR ADD DEVICES TO REFLECT A TUAL SITE CONDITIONS AND TO ACCOMMODATE LOCAIDONS FOR CONSTRUC 0 TRAILS AREAS, STORAGE AREAS. FUE'U2 AREAS, TOILETS, TRASH RECEPTACLES AND 1 WASHOUT AREAS, ANY ACCIDENTAL RELEASE J_z I �,J OF SEDIMENT OR POLLUTANTS FROM THEE SHALL BE CLEANED BY THE CONTRACTOR. S. STE EN7RY/EXT LOCATIONI SITE ENTRY Lc -I AND EXIT LOCATIONS SHALL BE MAINTAINED 61 THECONTRACTOR IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT I IL_ T ONTO PUBLIC ROADWAYS. ALL SEDIMENT C SPILLED, DROPPED, WASHED OR TRACKED ONTO Ma PUBLIC TERO DWAYS MUST BE REMOVED 7 IMMEDIA LY. MEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO I E TRANCE TO A PUBLIC ROADWAY, IT SHALL 'T T BE DONE ON AN AREA STABILIZED WITH E WR CRUSHED STON ICH DRAINS INTO AN APPROVED SEDIMENT BASIN, ALL nNES J, IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. Seal/Signature 6. PROTECTION OF SENT PROPERTY: CONTRACTOR SHALL ASSUME FULL LIABILITY ANA FOR DAMAGE TO ADJACENT PROPERTIES E AND/O PUBLIC RIGHT-OF-WAY RESULTING X"! 11 A, F FAILURE TO FULLY IMPLEMENT AND ER M XECUTE ALL EROSION CONTROL ME S AND std -0-,, c. PROCEDURES SHOWN AND NOTED IN THIOEOPLARS . ................ AND SWP3. CAUTION 1! 7. RE -VEGETATION: AT THE COMPLETION OF I A I i0olla CONTRACTOR IS TO CONTACT TEXAS ONE -CALL PAVING AND FINAL GRADING OPERATIONS, ALL 'A SYSTEM (1-800-2�5-4545) OR OTHER UTILITY STURBED ASHBE ETAT IN LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO ACCORDANCE REAS CORDANCE WITH ALL THE AGLANDSDCAPE CONSTRUCTION ACTIVITIES. BURY, INC. IS NOT ARCHITECTS* PLANS, IN AREAS NOT COVERED RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES By LANDSCAPE PLAN, THE CONTRACTOR SHALL Project Name IN THE PROJECT AREA NOR FOR DEPICTING THE w EXACT LOCATIONS OF UTILITIES ON THESE PROVIDE HYDROINULCH SEEDING AND/OR BMW OF GRAPEVINE DRAWINGS. SODDING FOR ALL DISTURBED AREAS (NOT . ..... DESIGNATED TO BE PAVED) IN ACCORDANCE FEN. WITH ALL GOVERNING AUTRORITIES' SPECIFICATIONS. Project Number A -30037 A" B. EIMP REM THE CONTRACTOR SHALL R0101426 REMOVED AND DISPOSE OF ALL SEDIMENT LEGEND BARRIERS AND INLET PROTECTION AFTER W STATION HAS BEEN COMPILE D ALL IF AR AS OF THE SITE HAW BE I BI ZED Description EXHIBIT TO 69D olotS-ol(p $F SILT FENCE SAND LI AND ACCEPTED BY THEEN GOVERNING C_ STRAW EROSION CONTROL E�Rosm & SEEIIMENTATION LOG AUTNORITES AND THE DEVELOPER, CONTROL PLAN Page of ao FINISHED SLOPE Scale INLET PROTECTION STABLIZED ENTRANCE CONSTRUCTION 1-C1.07 15 OF 19 X— X— TREE PROTECTION FENCE 8i 2 L ) _EWELL _. ...�_ ._._ ._ -- _.. .. .- ._.» y ,... `'CONNECT Tt) EJOSnNG 42• RCP -� ` STA 4*5297 SIN LINE A ,r, r _. _- rr_.. xu _. _ .. 15' CURB INLET ._.. e - STA. }+23 78 STN UNE A i. �\ ._�., _\ .. ... __. - - _._ -' END 42• RCP 4"FL= 516 L 1 ."-- .rv....O .� \.... __...-_.. _. BEAN t8• RCP ... to W�aL ,b>q _ � STA 0+ 4.8 � � BMS OF STA 3+18.18 SIN UNE A= 1192 = jE 418• ST M J-- L= STA 0+68.52 STM LINEA STA 4+37 51 STM UNE FL =588.13 A 0+00.00 5 UT A-2 .. -- - 8p=2720:00' STA 0+00.00 STN UTA 1 T GRAPEY 2X30 LINE^A'(PRIVATE 45 WYE CONNECTION \' \ 427L4Y 46' WYE CONNECTION _ 0 Me1111 East State Highway 114 SFA 3+88.68 s1M MINE 'A' Highway 1 8, 45, SENDt ...--G' .. STA 0+07.43SM UTA 1 `'< tI 40 20 40 BG STA 0+20.98 STM UT 'A-3'=�n-.'T 15. CURB IN \ • ,Texas 14 U ;3 1 -587.35 3+27.60 SM LA; 'A 3 --.- - Grapevine, f . r -j -'-;f I 30•X10. 45' WYE CONNECnIX/STA0+16.97 STN UT A-2' _ _ THWEST HIGHWAY .....�0+23.99SIU OTIVE COMPANIES 3 60 WSEWELL OROM DACtA100 M T ) 4 } ro SUITE Q'3 CAUTION p -STA 3+51.50 SM UT A -J' I LAT ^A-3 (PRIVATE) : �.��STA, ERAS I522G 7U rIMA ACTOR IS TO CONTA'T TEXAS ONE-CALL13.89 SM ui 'A0 (1�� 245 r L54 OR4swRs nuTY 5420 LBJ FREEWAY, s S 191.NG CES A M PPoIXi TD 0 STA a+oD.00 EAT M mSUITE 1100 .. .. ..... _ .,C. I N 42"M8' 2 FL 588-48 CUTNECnON CONNSICBLLE�FOR KNO`WINGBALL EXNISSTINC U1R1nES DALLAS TX 75240-T- - r - - - - - Q TELEPHONE: 214.273.7500 ` � '...� , PROJECT AREA NOR FOR DEPICTWG .7_ r --.r"µF.-. iLESON/ f.L®�Ir r 1 STCRETPAVEMENT GS FAX: 214.273.1505 ..._.... ..... _:.__._.__ / F : _ A 0+15.59 UT A-3.1 . i CONNECT TD ROOF DRNN ' •,,, .s„, s /h � Q j (REF. MEP PLAN FOR 751 - Wit 5310 Harvest Hill Road, Surte 100 STA 1+2 SIM C B 1 CONTINUATION <e -- _. _+ CONNECT TO LANDSCAPE DRNN d Avfi„�g ,y! �� r --- _.... = 7 STA 0+2200 UT A-21' ' (REF LANDSCME/NARDSCAPE ] - . , I Dallas, Texas ]5230 FOR CON w' p' . `. LINE B• (PRIVATE j .. .... STA 3+7292 SM LAT A-3 ... '£ I """ """ STA o+1s.4e UT'A-a3 3 -.'p- ,; '• TNUAnON) rflT. ) GENERAL NOTES -STORM DRAINBUR Tal. (972)98 7523 Fax (972) 991-0278 ....1. END 24' RCP CONNECT TO ROOF DRAIN j `- - ... ...- - y 1 94.50 ) + ' TSPE # F-1048 TBPLS # F-10107502 vafry� PLAN '-- *• Y i, BEGIN 21• RCP : (REF, MEP PLAN FOR LAT ^A-2" (PRIVATE) Jt r m �LTIaC[ 4A3 t z' GENERAL CONSTRUCTION NOTES REFS TO SHEET 1- 1 D2 CaPYh9ht®2015 ......: 24• IN =597.07 : CONTINUATION % ( STA 0+30.,8 UT 'A-22 ), o '.. E =n . _ SERVICE AREA STA. 1+18.95 SM UT'A-2' I ,;, - p /+ y I 1,D. � - _ ( 'GENERAL CONSTRUCTION NOTES, LEGEND AND R ABBREVIATIONS" FOR T` '-"` 5^s" 75 END 42• RCP : j r j F - 1, "..^ �' ( THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. %' - y STA ECT TO OO A-22' 0 SM U I o" g CONNECT TO ROOF DRNN ...- STA 0+00.00 SM Ui 'B-7 12 : I 2 PROTECTION OF UTILITIES: THE CONTRACTOR SHALL MAKE 5+51.78 SM LATA 3 _"1 '. STA 7+64.37 STTA UT'A-2 B �T T� X '1'NE .moi _ _.... " - 111 ( M Fqi 1` RB -7 NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL � ---� r 24•X12' WYE CONNECTION % STA 0+00.00 UT 'A-2.2' UNE iSSUe wzo I _- -- -�- CONnNUAngI y �'=SINS UTILITY POLES, FENCES, TREES, SHRUBS, GAS MAINS. TELEPHONE .� - _ - -.. � �- 12• FL -59248 30•X8.45' WYE CONNECTION :, A z zy4 0'A CURBINLET6 E CABLES, ELECTRIC CABLES. DRAINAGE PIPES, UTLITY SER`nCES, AND # I Issue Date Issue Description p Ty BAtOt -_: _ar 24• FL 8591.98 J = : E 9�]� CT TO 1 ( ` - r-- LL� o =- 24• = 8 -U NE€:I� 0 I *- ) TOP 596.00 B �' ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE �LtlGi T' STA T+97.14 SM UT 'A-2'= .. STA 0+33.97 LATA -23' _ :'A P 9 .00 GROUND. __ _ CM arcFwz ! T i _ STA 0+00.00 UT 'A 2 x 2 GRATE INLET'' " ( f `" C 02/02/2015 CUP SUBMISSION -- a �a a • "' TI' I STA. 0+55.59 UT 'A-3.4.1'= 30"X18. 45' WYE CONNECTIOrI I q IM �5 - 3. PUBLIC STORM DRAIN PIPE: UNLESS OTHERWISE NOTED ON THE D=03130/201 5 CUP REVISIONS STA 0+00.00 UT 'A-3.4.2 _. 8 .6 4 _ i / (.�.: ve. -- ,-. -- - - DRAWINGS, ALL PIPE FOR PUBLIC STORM DRAIN IMPROVEMENTS SHALL _.-._ _ w E REINFORCED CONCRETE EAT :> RETE PIPE (RCP), CUSS 111 r 8" 45 SEND # +' 0 ....._... ,{.=J .... _.. ` STA 2+26.1=.T -MA -2'; t (\4' 4. PRIVATE STORM DRNN PIPE: UNLESS OTHERWISE NOTED ON THE STA 0+50.27 LATA -24' --- •-0+ = DRAWNGS, ALL PIPE FOR PRIVATE STORM DRAIN IMPROVEMENTS SHALL 3. 730"XB15'.CONNECT TO ROOF DRNN''A +W.r 0-_'�3� 5+41.13SM UTA 3' - M I BE AS FOLLOWS: ?'STA 0+65.41 UT'A-3.41 ( PLAN FOR [ < I 4 45 BEND , END 18• RCP =GREATER THAN 36 . REINFORCED CONCRETE PIP LA55 111 REF. EP BEGIN 8" PVC ): a E (RCP) C FL =597.17 STA 2+90.72 SM UT 'A-2'= CONTI _ w 'd-, 24' E- - -. - STA 0+00.00 UT 'A-25' .. - L, . - - -.- - ---. _ ..,-- _ 15 REINFORCED CONCRETE PIPE (RCP), CLASS III OR zv:zzz - o c ' 30"X10. 45' WYE CONNECTION ROUGH 36 e 30'.R. =58 99 I STA 2+9288 SM UT HIGH DENSITY POLYETHYLENE PIPE (HDPE), N-12 . _._. [TA, 1+1171 SM UTA'A-2.6 ^ STA O+OO.00 EAT ' r / �/ 3' x 3' GRATE INLET I O " -' 30•X18" 45' WrE CONNECnON J Jill\� 1 a THROUGH 12': POLYVINYL CHLORIDE PIPE (PVC), SDR - 35, OR f RIM ELEV.e6B9.0 - STA 0+90.52 UT 'A-3.4.1 '. !. 3O• a 799 : X ?`•I�/ ^- \ d ^HIGH DENSITY POLYETHYLENEPIPEHDPE se Name SEWELL / / 24• _ �'I : CONNECT TO ROOF DRNN STA. 0+60.26 UT 'A-2.5' O �: j �` ( )' N -t2 VILLAGE BMW 7 (CONnNNU� ON FOR R F. CONNECT TO RDOF DRNN / ! Ca (REF. MEP PLAN FOR -- S RCP JOINT SEALANT: REINFORCED CONCRETE PIPE JOINTS SHALL EXISTING„ i """' 8". =593 - FC•�.i CONTINUATION -' -- ,/✓, / \'//% BE SEALED WITH RAMNECK OR APPROVED EQUAL Case Number: CUi5A5 DEALERSHIP I - o FL =s 2 STA 0+24.75 UT 'A-26 4 \_ S a� �. STA 0+26.14 UT'A-25' "L': S' CURB IN .� ._ ,-_ / - ' S. GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN Location: 1177 AND 1151 E. STATE HWY. 114 STA 0+59.99 UT 'DRAIN 2' 1 45- I 18• =595. �/ 'v, - / / / STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT li '0 "'•-•-:'- 's'-': + CONNECT .9ROOF DRAIN ✓' / CONNECTIONS. o STA 3+94.60 SM UT 'A (REF. MEP PUN FOR STA 3+78.64 SM UT 'A-2'= .;' CONTINUATION ! 2 x 2 'CRATE INLET ''. `irA �, 7. CONCRETE 'A -2 - COLLARS. CONCRETE COLLARS SHALL BE INSTALLED _ ! I - STA. Q+00.00 UT 'A-27'RIM/ .. .. [ 12" =593 30•X8. 45' WYE CONNECTION ��=y9 AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE •� =825 r5U C`@'1U UTxm EwmRtt / PULLED IN EXCESS OF MAT RECOMMENDED BY THE CONDUIT Mayor Date r-_-" alta /,.!.s ! ?1C� PA Mt 1 '•. MANUFACTURER. .. STA 0+74.75 UT 'A-4.4' ` (ln a MNwateD) / 'a: \ • t d'°• >" /,l z: CONNECT TO ROOF BRAIN STA 0+59.53 UT 'A-27 8. ROOF DRAINS: ME CONTRACTOR R CONNECT TO ROOF DRAIN I I "�+',".}' N N SHALL COORDINATE THE EXACT .'. (EF. MEP PLAN FOR - -�/ , ^„- LOCATION OF ROOF DRAINLATERALS WITH BUILDING PLANS FOR I _' + v CONTINUATION)5 (REF. M FOR CONTILNAUNATION .i - - , ii x,., . , , ..; „s ! \ / �." ,:^ DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE X _ = -I �,`'-`j (5) FEET FROM BUILDING AT 1Y' BELOW FINISH GRADE FOR STA 0+71.86 UT A-4.4' I✓"/ FL CONNECTION OF DOWNSPOUTS. Secretary Date ,� oa^% �/ �,' %"^� <. 9. ADJUSTMENT OF STRUCTURES ALL STORM DRAIN STRUCTURES STA 4+50.92 STM AT 'A-2 �'` ._ PLANNING AND ZONING COMMISSION 4 INCLUDING MANHOLES. INLETS AND CLEANOUTS MUST BE ADJUSTED TO • H -.r- �_. OI+15 ii. STA 0+00.00 SM uT'A-4 PROPER UNE AND GRADE BY THE CONTRACTOR PRIOR TO, AND AFTER, / 30'X21"45' WYE CONNECnM! s, ,:r`` N TO tY SD AS NECESSARY PLACEMENT OF PAVING AND GRASSING. (REF. TO LANDSCAPE/ HARDCAPE PLANS) -_ = 5 A 0+14.08r Chairman Date INSTIL 5 LF OF 8' PVC PIPE FOR LANDSCAPE _,.,'tI LAT A-0"(PRIVATE)" I , STA 4+54.92 SM UT'A-2 ^i HAAINAGROSCAPi NS DS �E - ' , j , �� J \ EN I: UG 30 / / G'��,P - Approval does not authorize any work in conflict with any codes or CONTINUATION - / , ;'/ „ JR. d 1p j STA 0+0000 UT A 44 /" / L 8727 R 20000 ordinances. Cd1NECT TO RB INLET a 11 10 STA 0+07.07UT A 4.1 �� A25T+0214 / G 0 Dept. 01 Development Services O' 2' 2' CRATE INLET <> EHE .,: .I. --y ;. : � � ._..._ .... mN F1EV..599.0 -' / ,, •. 'pN I , _ J --- 'A-4.3' /. [SeallSlgnature STA. 3+44.22 5TH ff o UTA 4, I STA 0+20.06 UT . � 5' CURB INLET ' /' / .,...r / / r 18" FL =.. .00.�!� °: f'l •' - ...___.__ -_ - 5' CURB INLET 21" =591.94 'T tea ' T / ,, :.." . , . -.� STA 1+20.18 SM UT 'A-4 STA 0+00.00 IT A 4.1' .'"' 00JAK 1A Y - 05 ,IIP Io : :', -.,-' /i OF TE 111E Yy�Pl ••••• •'-'X'4Sr77 ` 'A-4'^ . - 21"X18" 45' WYE CONNECTION pVN�YG�p� xe STA 2+89.60 SM UT STA 0+00.00 LATA -4.3' 21'X18" / 21• =58992 - / "r.+' '•� - 510 .9.V�.Go f. `710 5TP pG /, ,eq EXHIBIT ��T� TO ON ( ����....:�..... 5V �r .-='^J s .:..................... l JOSHUA00 MgLLSAP -`-I 60' WYE CONNECTION 18" FL =591.57 / / .. .� - �pp%tE• _P s ,per 6Rk✓C ..Q1�O.y�__ ! 7,0; ! s ,•a.,. ., 21' FL +591.45 i 333 � -' .. `, / / STA. 2+06.33 SM UT 'A 4 STA. 0+00.00 UT'A 4.2' 21"X18" WYE CONNECTION -' -- _ _ •-' - - meq/ ® tl 90'•age. E4 + t jus ltTtllTjrONAL¢^^^.^ '/ �[$ ..` $$ - STA. 2+36.97 SIM 2 1" 45 BEND i - 45' 18' FL s590.82 59 ,.. �'i - / M t"�� Project Name - STA 0+07.07 UT A 42 - / ' 2' x 2' cftATE INLET RIM EIEV.=5990 �..-^ . :, - BMW OF GRAPEVINE •.. ",. 1__ ._ -.... 18"FL-595.0 ., ,.:• '. r� !Project Number- - _ ,•, _ .- --- t R070142630037 ,,�, r_ r Description STORM SEWER PLAN 3 e) }1- W ..... .Scale - I -C1.10 16 OF 19 a, LT I I.' INST. NO D210099}32 rtrvClrvG (4YY.) I' p 9090 r /py_ (j I O.P R.7.C.T. ., - n �-a d�.1J� __- / / •-.-.3(1�--e-^ 6 S:J I ,I I WOOD FENCE N 8930'57 W 1098.03' A ® IUL_ - w _ - . AN --------- - Y0. 2n --- --------- -- -- unurr En '- r CONSTRUCT 5• MANHOLE 12' P. m 585.45 a 6' FL a 585.89 f�q� c s RIM EL 594.00 t�! �x 1 ADJJST TG 20 40 80 MATCH PROP. m INSTALL: CONTRACTOR SHALL VERIFY THE r0 w GRADE cn to i -3'X3* TAPVALVE PING SLEEVE �� CONDITION OF EXISTING We UNE PRIOR [ 1• - 40' TO CONSTRUCT". LME SHALL BE ++ ♦E OMESTC WATER s REMOVED AND REPLACED AS P GENERAL NOTES - UTILITIES NSTALL ' 1-8'X8' lEE 2-Y 9o- BEND INSTALL ER NECESSARY. r i• GENERAL CONSTRUCTION NOTES REFER TO SHEET 1-11.02 'GENERAL 2-8' VALVES 19.98 512 i S 8 TEE ♦ i-B'X2' TAPPING SLEEVE W INSTALL' $ CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS' FOR THE GENERAL 3 i-6' VALVE 9 fIWAS9 1-8'X6' TEE I X' : CONSTRUCTION NOTES FOR THE PROJECT. ._... INSTALL' I 159 I 1 -Flt ASSEMBLY i-2' IRPoGATat METER �NS8'X6' TEE . 4 + i-8' VALVE I a d ^ n 2-8' 45 8EN05 j I - ' A OW PREVENTER i-6' VALVE Y 2 INSPECTIOND TESTING: THE CONTRACTOR SHALL COORDINATE S1 i-8' VALVE FL EX 8' SS 588.77 1_P,{ p55EMB1-Y wINSPECTON AND 5 NG WITH THE APPROPRIATE GOVERNING AUTHORITIES PRIOR i-6' VALVE FL PROP. 8'.W a 594.93 ' I Q `£ TO BACKFlIAONG TRENCHES FOR ALL UTIUTIES. - - - 53 3 T u uE -UE- -UE-uE UES _.. 6'W E N ADIU i _ - :n o) J m a 3. TRENCH ODMPACTON: THE CONTRACTOR HALL BE RESPONSIBLE FOR _ ....... MATCH P STA 1+39.70 SS UNE 'A' -5+00- 0 4+00 NSTAl1: +,'o a 'N '_ ' S12 4 '-" Or a w OBTAINING COMPACTION TO A MINIMUM OF 95% STANDARD PROCTOR IN AREAS (.+ GRADE CONSTRUCT 6' WYE ,H S4 - dm •' p• z w aF PROPOSED AND FUTURE PAVEMENT AND ALL AREAS EXCAVATED AT THE ,WX CLEANOUT ry -8' 45' BENDS -� h a a BUILDING FO NGS FOR UTILITYSERVICE ENTRIES. TRENCHES WHICH UE c a<H"crvt I - O` 8 � - _ F 10 3 o OUTSIDE THESE AREAS SHALL BE COMPACTED TO A MINIMUM OF 90% STANOAS 6' FL a 587.14 -T -T----- CONNECT TO EXISTING -- to r v� v r --I 2+00- -- -1+00- 0+�0 IJ PROCTOR. o STA 1+53.63 55 LME 'A' ,, \�_^ sa 4 5S'B';Q m 8' WATER SERVICE U L _ :I Sta STA 0+00.00 BeUNE 9. JJJ INSTALL: r ^ CONSTRUCT 8' WYE 510INSTALL: W 4. CONVICTS: THE CONTRACTOR HALL COORDINATE INSTALLATION OF 1-8'X8' TEE W CLEANOUT . - CONSTRUCT STD 4' DIA /"�.� 1-12•X8' TEE UTILITIES M SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER ,k. (�� 6. 587 P9 1 .. �� MANHOLE ---I - k" > DEPTHS ARE ACHIEVED. IN ME EVENT OF A CONFLICT BETWEEN WATER LINES 1 6 VALVE _- _ : B' R >° SB8.89 2-/2' VALVES 54 611 1 v, T AND STORM DRAIN OR SANITARY SEWER PIPING, ME CONTRACTOR SHALL PROP. GREASE TRAP INSTALL.- .. a EL - 591.5_0 1-8' VALVE I °'AD.IUST ME IN PIPE (REFER TO MEP PLANS) 1-8•X2' TAPPING SLEEVE I ' r" ".OJ, MANUFACTURERSTU RECOMMENDATONSS ON STHE PIPEANDEFLECTION EAND EJOINT " - '`-•= xr t-2' DOMESTIC WATER C cps STA 642t.i4 SS LINE 'B' D x CONSTRUCT 4 WYE �� D so STRESS ARE NOT EXCEEDED. -------------- ]STA, 1+67.15 55 UNE 'A' METER W/ BACKFLOW AND 57 OUT-x1'/UN 6,1 s 587.43 BYPASS LOCATED IN „, o Wim/ CLEAN ` p @ 5. CONNECTION TO EXISRNG URURES ME CONTRACTOR SHALL VERIFY THE -- -- (REFER TO MEP PLANS BUILDING 4' FL a 59238 -. .-/Jma & SIZE, TYPE, ELEVATION, CONFIGURATION. AND ANGULATION OF EXISTING WATER, �xT .j ;, FOR SANITARY STA 0429.94 SS UNE B ( X WJ7 SANITARY SEWER AND UTILITY LINES PRIOR TO CONSTRUCTION OF TIE -1N : :s MATERIALS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO w ( CONTINUATION) ' \ - CONSTRUCT 4' WYF ! L"""k 5� \ WX CLEANOUT „P EXISTING FACILITIES DAMAGED BY HIS ACTIVITIES. CPQ t 4 FL - 582'75 I 6. WATER METERS: THE CONTRACTOR HALL ACQUIRE BOTH DOMESTIC AND oFEE 599]51; F� 1TOMMEP PSS 1. BLOCK 1 c .PRTw.1 n i j r IRRIGATION METERS FROM THE GOVERNING AUTHORITY. THE CONTRACTOR SHALL `-acAZ _ ( cONRNUARINI) 'A, SLIDE4ON 792I cm PUBUCBE STONPRIVATE FOR WATERHAVING UNES.METERS INSTALLED IN BOXES AND CONNECTING j + a'. T.,. 'X P.R.T.C.7. 1 I I 7 PIPE COVER- TO OF ALL WATER LINES SHALL BE INSTALLED WITH A \ X d I ( ate' NIM COVER OF 46 I ' I 3.00• it MIN P 7.F_ PRO,°• GREASE TRAP . 8. HORIZONTAL BLOCKING HORIZONTAL BLOCKING FOR WATER LINES HAS PROP- GREASE 7RM LOT 2R, BLOCK 1� (RffQt TO MEP PLANS) .�• 4 P li BEEN OMITTED FOR CLARITY, HOWEVER, BLOCKING SHALL BE CONSTRUCTED R5 8 (REFER TO MEP PLANS) S] L'S QUICK STOP, $� 1ACCORDANCE VA1H THE GOVERNING AUTHORITIES 'STANDARD DETAILS'. WALLOON RUDE CABINET A, SL10E 9232 = -GAS �� jl. L. 15098. PG. 89. I `t 1' g, THRUST BLOCKING THRUST BLOCKING SHALL BE CONSTRUCTED M m 4r -e I S. DO NOT .__ - ,.; P.R.T. C.T. I I If l -- D.R. T. C.T. 'f4 ( t,L sv I COVER ACCORDANCENTH OR THE FLANGES WITHNCONC ETE.ITIETHESTANDARD CONTRACTOR SMALL REMOVE _ EXISTING THRUST BLOCKING OR RESTRAINTS WHERE NECESSARY TO ALLOW THE �! - WORK TO PROCEED, AND SHALL REPLACE THE THRUST BLOCKS MERE REQUIRED. DGpR 0 ( - - (CALLED 15.404 ACRES) ( Ii� � ` \ ( THE COST TO REMOVE, REPLACE OR PROVIDE THRUST BLOCKING SHALL BE SEWELL VILLAGE CADILLAC COMPANY, INC. LLL" �`= �,."/ \ ` INCLUDED IN THE CONTRACT AMOUNT. VOL 14468, PG. 92 _-� ! VNV/ \ % "^� 10. ADDITIONAL BENDS: THE CONTRACTOR SHALL SUPPLY AND INSTALL ANY D.R.T.C. T. ADDITIONAL BENDS NTH THRUST BLOCKING AND OTHER APPURTENANCES REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. = X M THE CONTRACTOR MAY PULL PIPE AS NEEDED AT THE BENDS WHERE THE m \ NEW CAR FACILITY UI I; v,l/ DEFLECTION ANGLE OF THE PIPE DOES NOT MATCH THE ANGLE OF THE BEND EXISTING \ FEE = 600.75 - UT ddd PROVIDED THE PIPE DEFLECTION IS WITHIN TOLERABLE MANUFACTURERS UMITS. DEALERSHIP ;. THE COST FOR ADDITIONAL BENDS AND BLOCKING SHALL BE INCLUDED IN THE G � I '4 j;R / °,�� � CONTRACT AMOUNT $mak j CONNECT TO T --- it, POLYETHYLENE SRM: ALL VALVES DUCTILE IRON AND CAST IRON PIPE, aAEFITTINGS AND SPECIALS SHALL BE POLYETHYLENE WRAPPED. X :bb / .IsiwT ��sz EXISTING FIRE UNE �� 12 ADJUSTUFNTS: THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL INSTALL: INSTALL- rl Q,e. 1 '�/ P MANHOLES. CLEANOUTS, VALVES, BOXES. VAULTS AND HYDRANTS TO FINAL : 2-8' 45' BENDS 2-8' VALVES NOTE: r - � m.- "x, GRADE. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 1 7-8' X 6' TEE CONTRACTOR HAlI- y `T\ •`y^.' �,., ❑ .e _ _ 1_6• VALyE PROVIDE A MINIMUM 2• "-"-` `""""� A 13. MON LINES SHA ALL VALVES AND OTHER APPURTENANCES BE ALL FIRE '-"-""" - - r" _ IA VERTICAL SEPARATION AT 1 / APPROVED THE COST SHALL BE INCLUDED PROTECTION LINES SHALL BE UL FM CONNECT TO EXISTING ALL WATER UNE i""--._<"' Y", \ IN THE CONTRACT AMOUNT. Y A �t O " L iH s, WATER SERVICE , INSTALL s., -<..-L1 -� Jn \\'� sa ♦� 1220'26' t.FIRE PROTECTION WORK: ALL FIRE PROTECTION WORK MUST BE aJP i-2' DOMESTIC WA1IIt o 3) H'RNCE II s0 C c.L PERMITTED AND APPROVED BY THE GOVERNING AUTHORITIES FIRE DEPARTMENT. TE INSTALL: 1-2' DOMESTIC METER (I ^ \ r 283.74 THE PROTECTONACTOR UNESSTO HPLLTMON UCT ALL SATISFACTION REQUIRED THE PRESSURE STS ON THE FIRE M MARSHALL FOR THE m % V�.%(s//y ❑ i -EN ASSEMBLY - GOVERNING AUTHORITY AS WELL AS THE OEVELOPERS•INSURANCE CARRIER. i-8' X 6' TEE - 1 - .+T' \ / / P 1;.� © 15. SANITARY SEWER PIPE: ALL SEWER PIPE SHALL BE SDR-35, IN 1-8' VALVE - �' \ :" t «Ir ACCORDANCE WTH ASTM SPECIFICATIONS D-3034 FOR 4' THROUGH 15 NO 90' BEND X • ASTM F-879 FOR 15• THROUGH 27" 55 F. _ ( ; / /L / ©� i6. WATER PIPE: ALL WATER MAINS 4 INCH THROUGH 12 INCH SHALL BE - cIe s2 T / C-900 DR - 14). WATER MAINS 14 INCH THROUGH 36 INCH SHALL BE C L i '•ti /.- eitTc © -905 (R - 18). CONNEC INSTALL: WATER S8 1 _ ---- _---�-"- f-' - 8..._ `< ��SITE UTILITY NOTES 2-8' 45' BENDS 18' VALVE CONTRACTOR SHALL PROVIDE AND CONSTRUCT CONCRETE TRANSFORMER PAD PER ONCOR STANDARDS AND SPECIFICATIONS. ONCOR TO PROVIDE PAD MOUNTED TRANSFORMER WITH 277V/48OV, 3 PHASE, 4 WIRE SECONDARY_ VERIFY EXACT LOCATION WITH ONCOR AND OWNER PRIOR TO ROUGH -ON. CONTRACTOR SHALL CONTACT ORTOR FOR ALL SPECIFICATIONS AND STANDARDS. - / PO ., - / O ONCDR SHALL PROVIDE AND INSTALL (1) METER CAN. METER WILL BE LOCATED ON TRANSFORMER. CONTRACTOR SHALL VERIFY EXACT LOCATION AND REQUIREMENTS WITH ONCOR AND OWNER PRIOR TO -r ROUGH IN. ONCOR WILL SET METER ONCE REQUIREMENTS HAVE BEEN MET SEP PV e�5 � C V3V�VGNOCM NY PROPOSED ROUTING OF ELECTRICAL PRIMARY CONTRACTOR SHALL PROVIDE AND INSTALL (2) 4' ' / % /� �•/ / �yE gSRIMARY PSe "a 5pfE 0�S3 COMPARTMENT, PRIMARY CONDUIT TS WED PULL TSHALL BE FROMEXISTING AT POWER DEPTH°OF 48" BELOW LE TO FOFINISHED RMER P GRADE. 1- _.-. '.I. \• I j b �� /i ..v ;/ / lP�Po �V LEGEND: TERMINATIONS BENDSSHALL TRACTORSTEEL SHALLSWEEPING CONT CT ONCOR FOR ALLL SPECIFICATIONS ANDPROVIDE PRIMARSTAND STANDARDS. AND i PROPOSED ROUTING OF ELECTRICAL SECONDARY. CONTRACTOR HALL PROVIDE AND INSTALL (3) 4" .'i, ci •''- -rt ExT / b - / /ice ^`� UTILITY LINE TO BE ABANDONED S4 SCHEDULE 40 PVC CONDUITS WITH CONDUCTORS FROM TRANSFORMER TO PROPOSED METER CAN. x - '// ♦ 1825'16' O CONTRACTOR SHALL VERIFY EXACT LOCATION AND REQUIREMENTS WITH ONCOR AND OWNER PRIOR To / R m 1317.40' ROUGH IN. ' ?,, '' // / / L a 4z3se• CONTRACTOR SHALL ABANDON EXISTING WATER & ee T i N MAIN SHUTOFF VALVE WITH REQUIRED GA DELIVERY OF %XXX CFH TO BE GAS METER, DINST OR AND A L S OTO E , WASTEWATER LINES IN PLACE. CONTRACTOR SHALL REMOVE 1 CD = 421.7}' SS DELIVERY AND INSTALLED BY ATMOS. ATMOS TO TIE METER AND REGULATOR TO GAS MAIN. REQUIRED EXISTING LINES AND APPURTENANCES AS REQUIRED FOR DELIVERY PRESSURE APPROX. s PSI AT DOWNSTREAM SIDE Of METER. REFER To M P PLANS FOR A� REQUIRED GAS SERVICE SIZE. %' �- j ox.To.i A. ILP' % CONSTRUCTION OF SITE IMPROVEMENT, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE AND INSTALL 2" POLYETHYLENE GAS LINE WITH A REQUIRED DELIVERY 1., �, S6 PRESSURE OF APPROX. 5 LBS (REFER TO MEP PLANS FOR PROPOSED GAS SERVICE ROUTING AND LOAD 2' REQUIREMENTS. VERIFY EXACT LOCATION WITH ATMOS AND OWNER PRIOR TO ROUGH IN.) j ~ -• `'= 'sem 57 ONiRACiOR SHALL PROVOS ANINSTALL GAS REGULATOR AT BUILDING ( REQUIRED OEUVERY PRESSURE AT DOWNSTREAM SIDE OF REGULATOR).FER TO MEP PLANS FOR D G RE NOTE: (�10 IM IL,D `siMixT CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS ( ) CONTRACTOR SHALL PROVIDE AND INSTALL 3 4' SCHEDULE L PVC CONDUIT WITH PULL STRING FROM EXISTING TELEPHONE RISER t0 WITHIN 5'0" OF BUILDING WALL FOR UNDERGROUND TELEPHONE/FIBER AllWIR N., xo. A. n AND INVERT ELEVATIONS OF ALL EXISTING UTILITY LINES S6 SERVICES. ALL 90' BENDS SHALL BE SWEEPING ELBOWS. CR, STAKE, AND LABEL END LIF CONDU T i PRIOR TO CONSTRUCTION. i0 BE EXTENDED TO INTERIOR TERMINAL BOARD DURING BUILDING CONSTRUCTION BY CONTRACTOR _ - CAUTIONII CONSTRO ONACTSHALL COORDINATE SERVICE INSTALLATION WITH SEWELL AND FIBER PROVIDER PRIOR TO CONTRACTOR IS TO CONTACT TEXAS ONE -CALL Sit CONTRACTOR SHALL PROVIDE AND INSTALL PRIVATE }" TYPE K Cu DOMESTIC WATER SERVICE. SYSTEM (1-800-245-4545) AT LE) R OTHER UTILITY UTILITY UTILITY COMPANY CONTACTS. CONSTRUCTION TIO SERVICES AT LEAST 48 HOURS PRIOR 10 RESPONSIBLE ACTIVITIES. BURY, INC. IS NOT ELECTRIC ONCOR: HERD APPLE (81 7) 355-7011 ®j CONTRACTOR SHALL PROVIDE AND INSTALL LI FIRE LINE. SIZE OF LINE SHALL BE VERIFIED AND/OR RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES MODIFIED BY SPRINKLER CONTRACTOR HYDRAULIC CALCULATIONS PRIOR TO INSTALLATION. is xi IN THE PRO,ECT AREA NOR FOR DEPICTING THE GAS ATMOS: ROBERT SHADDO% (817) 359-1374 _'MET n ovale! UW EXACT LOCATIONS OF UTILITIES ON THESE WATER CITY of GRAPEVINE: PAUL LEE (817) 410-3144 (D CCNIRACIOR SHALT PROVIDE AND INSTALL 6" FIRE LINE. SIZE OF LINE SHALL BE VERIFIED AND/OR DRAWINGS. SANITARY CITY OF GRAPEVINE: PAUL LEE (817) 410-3144 MODIFIED BY FPRINKLER CONTRACTOR HYDRAULIC CALCULATIONS PRIOR TO INSTALLATION. TELEPHONE VERIZON: DENNIS GROVES (940) 453-2518 ®' CONTRACTOR SHALL PROVIDE AND INSTALL REMOTE FIRE DEPARTRSENT CONNECTION. 0 CONTRACTOR SHALL PROVIDE AND INSTALL PRIVATE 2' TYPE K Cu DOMESTIC WATER SERVICE. SEWELL i4 : •, GRAPEVINE 1111 East State Highway 114 1151 East State Highway 114 Grapevine, Texas SEWELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 75240 TELEPHONE: 214 273,1500 FAX: 214 273.1505 5310 Harvest Hill Road Suite 100 Dallas, Texas 75230 T.L (972) 991-0011 fax (972) 991-0278 TBPE # 0-20 TBPLS # F-10107502 Copyrightt ®2015 Issue # Issue Date Issue Description C 02!02/2015 CUP SUBMISSION D 0 3130/2 01 5 CUP REVISIONS a t • ,r g e _. ? - Case Name: SEWELL VILLAGE BMW Case Number: CU15-05 Location: 1111 AND 1151 E. STATE HWY. 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date IIS Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services 1 - -- - SeallSignature �OF i4 r t! j JOSHUAA MILLBAP r ., 100118 r r 7tI o,'.•..<tcexsg4:: \yv�_ rTtt lTji � IL: W^` 313 S Project Name BMW OF GRAPEVINE Project Number R0101426-30037 ---- ---. _-- Description -UTILITY PLAN - -- -- - - Scale 1-Cl.15 17 OF 19 SITE ;w RFlEL MUSTANG D& i �a °IN�Anavu uRPORT 3 > VICINITY MAP (NOT TO SCALE) MAPSCO NO. 28P NORTH 0�p401Ao 131 W1LL�p s��� GRAPHIC SCALE IN FEET 0 25 50 75 100 SCALE: 1' = 50' (TEXAS COORDINATE SYSTEM NORTH CENTRAL ZONE. NAC -Al, N = = z,aoB,67,027.825.8671.47 IRF � I 10' WATER EASEMENT JFK Preliminary CIRF STAMPED "NUM" FOUND (UNLESS OTHERWSE NOTED) I I I 5/8 INCH IRON ROD WTH YELLOW PLASTIC CAP 10 UTILITY EASEMENT AIRS STAMPED "BURY" SET IN5T. NO. 0210099132 AMON ALUMINUM MONUMENT FOUND D.R.D.C.T. BMON BRASS MONUMENT FOUND I AJC DEED RECORDS OF TARRANT COUNTY, TEXAS 1 o•,,es OMCIAL PUBUC RECORDS TARRANT COUNTY. TEXAS I (CM) CONTROL MONUMENT (972) 991-0011 '2' EARS ENG' FOUND BEARS N 80' E, 1.75' I NORTH 0�p401Ao 131 W1LL�p s��� GRAPHIC SCALE IN FEET 0 25 50 75 100 SCALE: 1' = 50' (TEXAS COORDINATE SYSTEM NORTH CENTRAL ZONE. NAC 10' UTILITY EASEMENT INST NO D204157331 LOT 1, BLOCK 1: PARK PLACE MERCEDES ADDITION INST. NO. D2 1 0099 1 32 SURNy�' O.P.R.T.C.T. GR; NO 20 5:3A55 "( RAS 20' BUILDING LINE INST. NO. D210099132 S 89'30'57 E 1098.02' APPROXIMATE SURVEY UNE O.PJLT.C.T. 10 SANITARY NSEMENTE�J VOL 13870, PG. 287 D.R.T.C.T. I I 1 I I� I� I L12 I I ly i II I II I II N 89046'13' E 417 49' F LEGENDE N = = z,aoB,67,027.825.8671.47 IRF IRON ROD FOUND LOT 2R-1, BLOCK 1 10' WATER EASEMENT 1/2 INCH IRON ROD KITH YE110W PLASTIC CAP Preliminary CIRF STAMPED "NUM" FOUND (UNLESS OTHERWSE NOTED) POINT OF I I 5/8 INCH IRON ROD WTH YELLOW PLASTIC CAP BEGINNING AIRS STAMPED "BURY" SET ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS AMON ALUMINUM MONUMENT FOUND r , BMON BRASS MONUMENT FOUND I O.R.i.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS 1/z' O.P.R.D. C.T. OMCIAL PUBUC RECORDS TARRANT COUNTY. TEXAS 'NDM (CM) CONTROL MONUMENT (972) 991-0011 v _ PG. VOLUME, PACE N 50'40'06" W' INST, NO. INSTRUMENT NUMBER 29,22 SD FT. SQUARE FEET II II TIP, R.0 W. TYPICAL RIGHT-OF-WAY 10' UTILITY EASEMENT INST NO D204157331 LOT 1, BLOCK 1: PARK PLACE MERCEDES ADDITION INST. NO. D2 1 0099 1 32 SURNy�' O.P.R.T.C.T. GR; NO 20 5:3A55 "( RAS 20' BUILDING LINE INST. NO. D210099132 S 89'30'57 E 1098.02' APPROXIMATE SURVEY UNE O.PJLT.C.T. 10 SANITARY NSEMENTE�J VOL 13870, PG. 287 D.R.T.C.T. I I 1 I I� I� I L12 I I ly i II I II I II N 89046'13' E 417 49' F 1 F S 89'46'13" W 31971' WALLCON ADDITION I LOT 2R-1, BLOCK 1 10' WATER EASEMENT 14 I Preliminary /7 LIJ INST. N0. 7331 CABINET A, SLIDE 4792 P.R.T.C.T. $ I I I II I I O.P.R. .T.CT. T.C.T. I II I David J. DOWeirdt, R.P.L.S, Registration No. 5066 ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS March 20, 2015 I of IN r , ELECTRIC EASEMENT I I INST. NO, D2 0 41 57 3 31 I SURVEYOR: \ \ I O.P.R.T.C.T. 10' WATER EASEMENT—�.-I sl Iw I• HARVEST HILL SUIT SUITE 100 .F -6 (BY THIS PLAT) (972) 991-0011 v _ , CONTACT: DAVID J. DE WEIRDT, R.P.L.S. I I I I I I I I I I I I I II II II II to 10' WATER EASEMENT I INST. N0. 0204157331 (y\) \ SEPog 1c 10' WATER EASEMENT IST=—INST. N0. D204157331 10 WATER EASEMENT INST. 57331 ( I O.P.R.T.C.T p SN ml I I n I I LJ ( O.PAY.0 X �I— —_I _ I I 9�� I L37Hal J I I I L I i I h 15' DRAINAGE EASEMENT I INST. N0, D21009 9132,_�O.P.R.D. I ( ( i r ( I r ( I I ( I / ( I 10' WATER EASEMENT 10' SANITARY SEWER INST. NO. 0204157331 EASEMENT O.P.R.T.C.T. VOL 130]0, PG. 287 PARTIAL ABANDONMENT D.R.T.C.T. (HATCHED AREA) ABANDONED .HATCHED AREA) Lib (BY 1X15 PLAT) (BY THIS PLAT) nj--I L20 L24 ..�..�._. ,.W_ ,tai•}"i'T,Ft'-`.`1'i •':_��''1`:_�`, `•'1'•.;i. t —L25 17 L18 L19--') I 121 2123--� L L26 . — _ — — \<I L29 ------ ---------------------( ,—L30�L31 — — L40 \ \ L28 10' WATER EASEMENT — (8Y THIS PLAT) 10' WATER EASEMENT]— (8Y THIS PLAT) TO' WATER EASEMENT INST. N0. D204157331 O.P.R.T.C.T. PARTIAL ABANDONMENT (HATCHED AREA) (BY THIS PLAT) SEWELL VILLAGE CADILLAC COMPANY, INC. VOL. 14468,PG. 92 D.R.T.C.T. S0Rv0' 8�¢90' 2 N LOT 213-1 BLOCK 1 16.885 ACRES (735,528 SQ. FT.) 10' UTIUTY EASEMENT INST. N0. D204157331 O.P.R.T.C.T. ABANDONED(HATCHED AREA) (BY THIS PLAT) tI (F If 5 CS t h I SD' X 10 ACCESS EASEMENT 10' UT91TY EASEMENT INST. N0. O.C.T. 331 CAB, A. SLIDE 4792 'P.R.T.C.T. I P.RHATC. ABANDONED (MATCHED AREA ABANDONED (HATCHED AREA) (BY THIS PLAT) I (BY THIS PLAT) 10' UTILITY EASEMENT CABINET A. SUDE 4792 P.R.T.GT. Iry I� I SEWELL VILLAGE CADILLAC COMPANY, INC. I f INST. N0. D214167412 O.P.R.T.C.T. 1I 25' BUILDING LINE / CAB. A, SLIDE 4792 / P.R.T.C.T. IC UnUTY EASEMENT / CABINET A, SUDE 4792 P.R.T.C.T. / A= 60138 ft = 130] 40 = 13111 C8 - N 54'50 27 EI / CD = 137 4] 1C WATER UNE EASEMENT QUIT CLAIMED TO THE STATE OF TEXAS (STIPPLED AREA) INST. NO. D2132217881, O.P.R. T.C.T. AND CITY OF GRAPEVINE ORDINANCE N0. 2013-31 1 BMON 10' WATER UNE EASEMENT A = 3'05'10' D.R.r. VOL. 1387X, PG. 286 R = 1770.86' cT. L = 95.38' CB - S 78'02'06' W CD = 95.37' i 246.06HIGHWAY ACCESS DENIED CAB. A, SLIDE 9232, O.Pe,T,C.T. TOTAL PLATTED AREA = 735,528 SQ. FT. R.O.W. DEDICATION AREA = 0 SQ. FT. NET PLATTED AREA = 735,528 SQ. FT. PROPOSED EASEMENT DEDICATIONS = 12,609 SQ. FT. PROPOSED EASEMENT ABANDONMENTS = 28,969 SQ. FT. "(AREAS DO NOT INCLUDE EXISTING EASEMENTS) OWNER: SEWELL VILLAGE CADILLAC COMPANY, INC. 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 CONTACT: JOHN O'CONNOR (214) 902-2200 / L/0 AIRF 1 / ACCESS EASEMENT INST. N0. D204157331 ^ O.P.R.T.C.T. Q 3 1NDONED (HATCHED AREA) d (BY THIS PLAT) Q 7 N �Qa Q .X. O f ND 0Zw xLAEa F > 'CUT "X' FOUND (CM) ALUMINUM MONUMENT FOUND BEARS N 55' E, 1.5' Fr' EXHIBIT T0a0.aojy_C)g0 • PEDESTRIAN Page ' of 2o ,CESS EA EMENT GENERAL NOTES BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM (NORTH A - 30.45,41, CENTRAL ZONE, HAD 83) BASED ON LEICA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR OF 0.99985059653. R 1317.40' L = 707.30' THE SUBJECT TRACT OF LAND SHOWN HEREON LIES WITHIN ZONE X" UNSHADED DEFINED AS 'AREAS CB - S 6110'22' W DETERMINED TO BE OUTSIDE THE 0.29. ANNUAL CHANCE FLOODPLAIN". AS IDENTIFIED BY THE FEDERAL 'GO - 69&83' EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP NO. 48439CO120K, DATED SEPTEMBER 25, 2009, FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. IF THIS SITE IS NOT WTHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WU_ BE FREE FROM FLOODING OR FLOOD DAMAGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. REPLAT WALLCON ADDITION LOT 2R-1, BLOCK 1 10' UTILITY EASEMENT INST. O.P.ROT.C.T 57331 BEING A REPLAT OF Preliminary /7 LIJ This document shall not be CABINET A, SLIDE 4792 P.R.T.C.T. $ recorded for any purpose. LOT 2R, BLOCK 1 WALLCON ADDITION For Review Purposes Only CABINET A, SLIDE 9232 P.R.T.C.T. David J. DOWeirdt, R.P.L.S, Registration No. 5066 ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS March 20, 2015 SITUATED IN THE ISAIAH BIRD SURVEY, ABSTRACT NUMBER 120 1 LOT — 16.885 ACRES I SURVEYOR: MARCH 2015 BURY-DFW, INC. sl Iw I• HARVEST HILL SUIT SUITE 100 18 OF 19 DALLAS, TEXAS 75230 (972) 991-0011 CONTACT: DAVID J. DE WEIRDT, R.P.L.S. I TBPLS FIRM NUMBER 10107502 THIS PLAT FILED ON IN INSTRUMENT N0. of Io ' to 10' WATER EASEMENT I INST. N0. 0204157331 I L48 SEPog 1c 10 WATER EASEMENT INST. 57331 /� ��' p SN ( O.PAY.0 X i(` eN Op 1/2"ONE (CM) I%1�5�BO LNP1 WE BMON 10' UTIUTY EASEMENT CPB OP?1CT� y 3- 10' PEDESTRIAN ACCESS EASEMENT INST. N0. 0204157331 INST. N0. D204157331 O.P.R.T.CE VARIABLE WDTH S 76'38'49" W ROADWAY EASEMENT 378.96' 1/2" IRF INC INST, N 0204157331 o.PD. D.TC,F ( AREAS 1 BMON 10' WATER UNE EASEMENT A = 3'05'10' D.R.r. VOL. 1387X, PG. 286 R = 1770.86' cT. L = 95.38' CB - S 78'02'06' W CD = 95.37' i 246.06HIGHWAY ACCESS DENIED CAB. A, SLIDE 9232, O.Pe,T,C.T. TOTAL PLATTED AREA = 735,528 SQ. FT. R.O.W. DEDICATION AREA = 0 SQ. FT. NET PLATTED AREA = 735,528 SQ. FT. PROPOSED EASEMENT DEDICATIONS = 12,609 SQ. FT. PROPOSED EASEMENT ABANDONMENTS = 28,969 SQ. FT. "(AREAS DO NOT INCLUDE EXISTING EASEMENTS) OWNER: SEWELL VILLAGE CADILLAC COMPANY, INC. 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 CONTACT: JOHN O'CONNOR (214) 902-2200 / L/0 AIRF 1 / ACCESS EASEMENT INST. N0. D204157331 ^ O.P.R.T.C.T. Q 3 1NDONED (HATCHED AREA) d (BY THIS PLAT) Q 7 N �Qa Q .X. O f ND 0Zw xLAEa F > 'CUT "X' FOUND (CM) ALUMINUM MONUMENT FOUND BEARS N 55' E, 1.5' Fr' EXHIBIT T0a0.aojy_C)g0 • PEDESTRIAN Page ' of 2o ,CESS EA EMENT GENERAL NOTES BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM (NORTH A - 30.45,41, CENTRAL ZONE, HAD 83) BASED ON LEICA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK, DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR OF 0.99985059653. R 1317.40' L = 707.30' THE SUBJECT TRACT OF LAND SHOWN HEREON LIES WITHIN ZONE X" UNSHADED DEFINED AS 'AREAS CB - S 6110'22' W DETERMINED TO BE OUTSIDE THE 0.29. ANNUAL CHANCE FLOODPLAIN". AS IDENTIFIED BY THE FEDERAL 'GO - 69&83' EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP NO. 48439CO120K, DATED SEPTEMBER 25, 2009, FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. IF THIS SITE IS NOT WTHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WU_ BE FREE FROM FLOODING OR FLOOD DAMAGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. REPLAT WALLCON ADDITION LOT 2R-1, BLOCK 1 BEING A REPLAT OF Preliminary LOT 1, BLOCK 1 WALLCON ADDITION This document shall not be CABINET A, SLIDE 4792 P.R.T.C.T. $ recorded for any purpose. LOT 2R, BLOCK 1 WALLCON ADDITION For Review Purposes Only CABINET A, SLIDE 9232 P.R.T.C.T. David J. DOWeirdt, R.P.L.S, Registration No. 5066 ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS March 20, 2015 SITUATED IN THE ISAIAH BIRD SURVEY, ABSTRACT NUMBER 120 1 LOT — 16.885 ACRES ZONED PCD/CC SURVEYOR: MARCH 2015 BURY-DFW, INC. HARVEST HILL SUIT SUITE 100 18 OF 19 DALLAS, TEXAS 75230 (972) 991-0011 CONTACT: DAVID J. DE WEIRDT, R.P.L.S. TBPLS FIRM NUMBER 10107502 THIS PLAT FILED ON IN INSTRUMENT N0. SHFFT 1 OF S * OWNER'S CERTIFICATE * STATE OF TEXAS § COUNTY OF TARRANT $ WHEREAS SEWELL VILLAGE CADILLAC COMPANY, INC. IS THE OWNER OF A 16.885 ACRE TRACT OF LAND SITUATED IN THE ISAIAH BYRD SURVEY, ABSTRACT NUMBER 120, CITY OF GRAPEVINE, TARRANT COUNTY TEXAS AND BEING ALL OF LOT 1, BLOCK 1 OF WALLCON ADDITION, AN ADDITION TO THE CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 4792 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS, (P.R.T.C.T.) AND BEING DESCRIBED TO SEWELL VILLAGE CADILLAC COMPANY, INC. IN THE SPECIAL WARRANTY DEED RECORDED IN INSTRUMENT NUMBER D214167412, OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS (O.P.R.T.C.T.), AND BEING ALL OF LOT 2R, BLOCK 1 OF WALLCON ADDITION, AN ADDITION TO THE CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 9232, P.R.T.C.T. AND BEING DESCRIBED TO SEWELL VILLAGE CADILLAC COMPANY, INC. IN THE SPECIAL WARRANTY DEED WITH VENDOR'S LIEN RECORDED IN VOLUME 14468, PAGE 92, DEED RECORDS OF TARRANT COUNTY, TEXAS (D.R.T.C.T.), SAID 16.885 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1/2—INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NDM"FOUND FOR THE MOST WESTERLY SOUTHWEST CORNER OF SAID LOT 2R, BLOCK 1, AND BEING THE NORTHWEST CORNER OF A CORNER CLIP AT THE INTERSECTION OF THE NORTHERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY 114 (A VARIABLE WIDTH PUBLIC RIGHT—OF—WAY) WITH THE EASTERLY RIGHT—OF—WAY LINE OF MINTER'S CHAPEL ROAD (A CALLED 72—FOOT WIDE PUBLIC RIGHT—OF—WAY); THENCE NORTH 00'13'47"WEST ALONG SAID EASTERLY RIGHT—OF—WAY LINE OF MINTER'S CHAPEL ROAD A DISTANCE OF 812.06 FEET TO A TO A 5/8—INCH IRON ROD WITH YELLOW PLASTIC ICAP STAMPED 'BURY'SET FOR THE NORTHWEST CORNER OF SAID LOT 2R, BLOCK i SAME BEING THE SOUTHWEST CORNER OF LOT 1, BLOCK 1 OF PARK PLACE MERCEDES ADDITION, AN ADDITION TO THE CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN INSTRUMENT NO. D210099132 O.P.R.T.C.T. AND FROM WHICH A 1/2—INCH IRON ROD WITH PLASTIC CAP STAMPED "C&P ENG'BEARS NORTH SO' WEST, A DISTANCE OF 1.75 FEET; THENCE SOUTH 89'30'57" EAST ALONG THE COMMON LINE OF SAID WALLCON ADDITION AND SAID PARK PLACE MERCEDES ADDITION, A DISTANCE OF 1098.02 FEET TO A 1/2—INCH IRON ROD WITH YELLOWPLASTIC CAP STAMPED NDM" FOUND FOR THE NORTHEAST CORNER OF SAID LOT 2R, BLOCK 1 AND THE SOUTHEAST CORNER OF LOT 1, BLOCK 1 OF PARK PLACE MERCEDES ADDITION AND BEING IN THE WESTERLY RIGHT—OF—WAY LINE OF TEXAN TRAIL ROAD (ALSO KNOWN AS LOOP 382, A VARIABLE 'WIDTH PUBLIC RIGHT—OF—WAY); THENCE SOUTH 00'19'22"EAST ALONG SAID WESTERLY RIGHT—OF—WAY LINE, AT A DISTANCE OF 177.67 FEET PASSING A CUT 'X"FOUND FOR THE MOST EASTERLY SOUTHEAST CORNER OF SAID LOT 2R, BLOCK 1 SAME BEING THE NORTHEAST CORNER OF SAID LOT 1, BLOCK 1 OF WALLCON ADDITION, CONTINUING IN ALL FOR A TOTAL DISTANCE OF 377.05 FEET TO A CUT -X-FOUND FOR THE SOUTHEAST CORNER OF SAID LOT 1, BLOCK 1 AND THE POINT OF INTERSECTION OF SAID WESTERLY RIGHT—OF—WAY LINE WITH SAID NORTHERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY 114 WITH THE WESTERLY RIGHT—OF—WAY LINE OF TEXAN TRAIL ROAD AND BEING THE POINT OF CURVATURE OF A NON—TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS NORTH 44'12'28" WEST, A DISTANCE OF 1317.40 FEET AND FROM SAID CUT 'X" FOUND, AN ALUMINUM HIGHWAY MONUMENT BEARS NORTH 55' EAST, A DISTANCE OF 1.5 FEET; THENCE ALONG SAID NORTHERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY 114, THE FOLLOWING: SOUTHWESTERLY WITH SAID CURVE TO THE RIGHT, AT AN ARC LENGTH OF 283.74 FEET PASSING A 1/2—INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED -NDM"FOUND FOR THE SOUTHWEST CORNER OF SAID LOT 1, BLOCK 1 SAME BEING THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID LOT 2R BLOCK 1, CONTINUING IN ALL THROUGH A TOTAL CENTRALANGLE OF 30'4541" FOR AN ARC LENGTH OF 707.30 FEET, A CHORD BEARING SOUTH 61'10'22" WEST AND A CHORD DISTANCE OF 698.83 FEET TO A 1/2—INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 'NDM'FOUND FOR THE END OF SAID CURVE; SOUTH 7638'49" WEST, AT A DISTANCE OF 107.33 FEET PASSING A BRASS HIGHWAY MONUMENT FOND, CONTINUING IN ALL FOR A TOTAL DISTANCE OF 378.96 FEET TO A 1/2—INCH IRON ROD NTH YELLOW PLASTIC CAP STAMPED 'NDM'FOUND FOR THE POINT OF CURVATURE OF A NON—TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS NORTH 1330'29" WEST, A DISTANCE OF 1770.86 FEET; SOUTHWESTERLY WITH SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 03'05'10" FOR AN ARC LENGTH OF 95.38 FEET, A CHORD BEARING SOUTH 78'02'06" WEST AND A CHORD DISTANCE OF 95.37 FEET TO A BRASS HIGHWAY MONUMENT FOUND FOR THE SOUTHERLY END OF THE AFOREMENTIONED CORNER CLIP AT THE INTERSECTION OF SAID NORTHERLY RIGHT—OF—WAY LINE NTH THE EASTERLY RIGHT—OF—WAY LINE OF MINTERS CHAPEL ROAD; THENCE NORTH 50'40'06" WEST ALONG SAID CORNER CLIP, A DISTANCE OF 29.22 FEET TO THE POINT OF BEGINNING; CONTAINING A COMPUTED AREA OF 735,528 SQUARE FEET OR 16.885 ACRES OF LAND. NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT SEWELL VILLAGE CADILLAC COMPANY, INC, DOES HEREBY ADOPT THIS PLAT OF WALLOON ADDITION, LOT 2R-1 , AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE RIGHT—OF—WAY AND EASEMENTS SHOWN HEREON. THE EASEMENTS SHOWN HEREON ARE HEREBY RESERVED FOR THE PURPOSES AS INDICATED. THE UTILITY EASEMENTS SHALL BE OPEN FOR ALL CITY OR FRANCHISED PUBLIC UTILITIES FOR EACH PARTICULAR USE. THE MAINTENANCE OF PAVING ON THE EASEMENTS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. NO BUILDINGS OR AUXILIARY STRUCTURES SHALL BE CONSTRUCTED, RECONSTRUCTED, OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS AS SHOWN. SAIDEASEMENTS BEING HEREBY RESERVED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES USING, OR DESIRING TO USE SAME. ANY CITY OR FRANCHISED UTILITY SHALL HAVE THE FULL RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON THE EASEMENTS AND ALL CITY OR FRANCHISED UTILITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PARTS OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. "I HAVE REVIEWED THE C?Y'S FINDINGS CONCERNING DEDICATIONS AND l 00 AGREE THAT THE STATEMENTS ARE TRUE AND CORRECT' THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS, AND RESOLUTIONS OF THE CITY OF GRAPEVINE, TEXAS. WITNESS MY HAND THIS THE_ DAY OF , 2015. FOR SEWELL VILLAGE CADILLAC COMPANY, INC. OWNER STATE OF TEXAS $ COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED , KNOWN TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE _ , DAY OF 2015 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES AVIGATION RELEASE STATE OF TEXAS § COUNTY OF TARRANT § WHEREAS, SEWELL VILLAGE CADILLAC COMPANY, INC., HEREINAFTER CALLED "OWNER" (WHETHER ONE OR MORE), IS THE OWNER OF THAT CERTAIN PARCEL OF LAND SITUATED IN THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, BEING SAID PROPERTY AS DESCRIBED AS SHOWN ON THIS PLAT. NOW THEREFORE, IN CONSIDERATION OF THE SUM OF ONE AND 00/100 ($1.00) DOLLAR AND OTHER GOOD AND VALUABLE CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH IS HEREBY FULLY ACKNOWLEDGED AND CONFESSED, OWNER DOES HEREBY WAIVE, RELEASE, REMISE AND QUITCLAIM TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, THE DALLAS—FORT WORTH INTERNATIONAL AIRPORT BOARD, THE CITIES OF DALLAS, TEXAS AND FORT WORTH, TEXAS, THEIR SUCCESSORS AND ASSIGNS, HEREINAFTER CALLED "CITIES", FOR THE USE AND BENEFIT OF THE PUBLIC AND ITS AGENCIES, ANY AND ALL CLAIMS FOR DAMAGES OF ANY KIND TO PERSONS OR PROPERTY THAT OWNER MAY SUFFER BY REASON OF THE PASSAGE AND FLIGHT OF ALL AIRCRAFT IN THE AIR SPACE ABOVE OWNER'S PROPERTY ABOVE THE HEIGHT RESTRICTION AS PRESENTLY ESTABLISHED BY ORDINANCE NO. 73-50 FOR THE CITY OF GRAPEVINE, KNOWN AS THE AIRPORT ZONING ORDINANCE OF THE DALLAS—FORT WORTH INTERNATIONAL AIRPORT, TO AN INFINITE HEIGHT ABOVE SAME, WHETHER SUCH DAMAGE SHALL ORIGINATE FROM NOISE, VIBRATION, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND ALL OTHER EFFECTS THAT MY BE CAUSED BY THE OPERATION OF AIRCRAFT, LANDING AT, OR TAKING OFF FROM, OR OPERATING AT OR ON THE DALLAS—FORT WORTH INTERNATIONAL AIRPORT. THIS INSTRUMENT DOES NOT RELEASE THE OWNERS OR OPERATORS OF AIRCRAFT FROM LIABILITY FOR DAMAGE TO PERSON OR PROPERTY CAUSED BY FALLING AIRCRAFT OR FALLING PHYSICAL OBJECTS FROM AIRCRAFT, EXCEPT AS STATED HEREIN WITH RESPECT TO NOISE, FUMES, DUST, FUEL, AND LUBRICANT PARTICLES. IT IS AGREED THAT THIS RELEASE SHALL BE BINDING UPON SAID OWNER AND HIS HEIRS AND ASSIGNS, AND SUCCESSORS IN INTEREST TO SAID PROPERTY; AND IT IS FURTHER AGREED THAT THIS INSTRUMENT SHALL BE A COVENANT RUNNING WITH THE LAND, AND SHALL BE RECORDED IN THE DEED RECORDS OF THE COUNTY OR COUNTIES IN WHICH THE PROPERTY IS SITUATED. EXECUTED AT DALLAS, TEXAS, THIS—DAY OF , 2015. FOR SEWELL VILLAGE CADILLAC COMPANY, INC. TI TLE STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN EXPRESSED.. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE , DAY OF , 2015 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS OWNER: SEWELL VILLAGE CADILLAC COMPANY, INC. 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS, TEXAS 75220 CONTACT: JOHN O'CONNOR (214) 902-2200 * SURVEYOR'S CERTIFICATE * i, DAVID J. DE WEIRDT, OF BURY—DFW, INC., A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS, DO HEREBY DECLARE THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY ON THE LAND AND THAT THE CORNER 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. DAVID J. DE WEIRDT DATE REGISTERED PROFESSIONAL LAND SURVEYOR Preliminary TEXAS REGISTRATION NO, 5066 This document shall not be BURY—DFW, INC. recorded for any purpose. For Review Purposes Only David J. DeWeiret, R.P.L.S. Registration No. 5066 March 20, 2015 STATE OF TEXAS $ COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED , KNOWN TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE , DAY OF , 2015 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES SURVEYOR: BURY-DFW, INC. 5310 HARVEST HILL SUITE 100 DALLAS, TEXAS 75230 (972) 991-0011 CONTACT: DAVID J. DE WEIRDT, R.P.LS. HURLS FIRM NUMBER 10107502 EXHIBIT R TO C r Page •. of 1 PLANNING & ZONING COMMISSION: DATE APPROVED: CHAIRMAN: SECRETARY: GRAPEVINE CITY COUNCIL: DATE APPROVED: MAYOR: CITY SECRETARY: REPEAT WALLCON ADDITION LOT 2R-1, BLOCK 1 BEING A REPLAT OF LOT 1, BLOCK 1 WALLCON ADDITION CABINET A, SLIDE 4792 P.RT.C.T. & LOT 2R, BLOCK 1 WALLCON ADDITION CABINET A, SLIDE 9232 P.RT.C.T. ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS SITUATED IN THE ISAIAH BYRD SURVEY, ABSTRACT NUMBER 120 1 LOT - 16.885 ACRES ZONED PCD/CC 19 OF 19 MARCH 2015 THIS PLAT FILED ON , IN INSTRUMENT N0, SHEET 2 OF 2