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HomeMy WebLinkAboutORD 2015-016 Agenda Item# II.A. 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 1-1", 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 CU22-36.4.doc 1 Agenda Item# II.A. 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 CU22-36.4.doc 2 GENERAL NOTES & SHEET NOTES 3Ie Q AY U.N.O., UNDIMENSIONED RADII OF CURBS,ARE 01 EXISTING PUBLIC SIDEWALK 11 EXISTING FIRE LANE 20 LIME OF FUTURE BUILDING EXPANSION. 34 EXISTING OFT TALI.CHAIN LINK FENCE """" BUILDING gam' LINE 2'-'0" p2 EXISTING PUBLIC SIDEWALK 12 EXISTING DUMPSTER ENCLOSURE 21 GUIDELINE FOR SITE LAYOUT ORIGIN 35 EXISTING ELEVATED VEHICLE DISPLAY 8 U.N.O., DIMENSIONS ARE TO THE FACE OF 00,, EXISTING PRIVATE SIDEWALK AND EXISTING TIRE STORAGE TO START AT NORTHWEST CORNER OF 38 EMSTING FIRE LAME - - - �►9EMENT �`�� I `F<•i CURB 04 EXISTING LANDSCAPE, TYP. 13 EXISTING COVERED VACUUM AND SITE r 3T ENTRY`TO SERVICE DROP OFF q t n r n LXh',I'TINGCURD Soutniake C ALL ON SITE ELECTRICAL CONDUCTORS OS EXISTING HANDICAP ACCESSIBLE DETAILING STATION 22 EXISTING 12-0 X 35-0 LOADING SPACE 38 EXISTINQ SIGN. 25'-7" TALL X T-7"WIDE ,tore' ASSOCIATED WITH NEW CONSTRUCTION PARKING STALL 14 EXISTING V-0" CHAIN LINK FENCE 23 _EXISTING PLANTER X 21-80 THICK. � _ SWALI. BE LOCATED UNDERGROUND 06 PROPERTY LINE 15 EXISTING 8'-0" DECORATIVE 24 EYJS11NG TRANSFORMER 39 DOSTING SIGN. 28i-8' TALL X I V-0 PERMEASI_EAGG ATE 0 BARBED WIRE FENCING IS NOT PERMITTED. 07 EXISTING SECURED GATE. V-0" METAL FENCE 27 EXISTING BIKE RACK WIDE X 2'-O"THICK. may E ALL REQUIREMENTS OF THE GRAPEVINE $01E MANUAL SWING GATE WITH KNOX BOX, 16 EXISTING LOCATION FOR TRANSFORMER NORTHWESTI'M�Y Airport-1, Atrpo 28 EXISTING EFT TALL CHAIN LINK FENCE 40 CUSTOMER PARKING ,,...,:':, NIEW LANDSCAAEI VICINITY MAP �--- p ,'1 I EROSION CONTROL ORDINANCE SMALL BE --- - - - -- -- PERMEABLE AGQ OATI SITE MET DURING THE PERIOD A CONSTRUCTION. D8 EXISTING MANUALLY OPERATED_ 29 EXISTING LIGHT POLE FIXTURE 41 EMPLOYEE 1 SERVICE CENTER e L GATE AND ELEC OPERATED BARRIER 17 EXISTING OFT TALL DECORATIVE N.T.S. -� O m qI�I FENCE 30 EXISTING CURB CUT PAIRiCIN43 FIRE LANE 9H 114 � i , t3earJCie'ek:Gott; P N -- 31 MAIN EN iRY 42 EXISTING ELECTRIC VEHICLE CHARGING >>� I - Q - U _ 18 EXISTING IGHT POLE FIXTURE r 09 EXISTING MONUMENT SIGN S2 DUS`nNG LANDSCAPE STATION SIGNA►GE: 56 80, FT. HEIGHT: 8' - 0" 19 EXISTING FUEL TANK-12,000 >• * P- 1Q EXISTING POST SIGN. AREA OF GALLON, 32'X8'X8' 33 EXISTING HANDICAPPED ACCESSIBLE � in E PARKING STALL -� ° 0 SIGNAGE; 144 SQ. FT. 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'h I •r• a'ri •, M Ad Y000-- t I t+� r `r Yr J w '1 C , •1 1'' •� ,,.; 12 •; 11 RP •. 08P •' :',;. .• ,..'. '3.,,;,-'s` :, �1 .Y ,,,,:r,+•;y. �•;• ';;: .+-,•-r' 'I �E _ � � o _ U r�8��1— ,i. .1.; .._. ...� _. ..�._ _ I I ' I 4� V '`, 1 1r.`�a,'. ,v'''�.i+''•:' S:.rl• ,. ,1' , r' ,� ,1. r.•, 1.Z' :L'' ,w' 'T'-�,r% '�y.r'►t'� \ )i _ 1 s_ FRONT ■. ,, ,. t , -- � �.- t_ 0 0) u YAF� 1 f '� .,:•;+;r . �+ g ry Gap p a•,'•w ; •;"1; :.� ` O rn u • 1•±' °."°•f'�•ti• 41 - 1 I } .�.� .'�w.• 1 ` d r - U J U � •�.1 _. �' '•d, 1 1 I I{{{I . 1 `r I t t I ti.Tr 4,r \l �j - i 't'' 0 djlow N v� 2 .r,•, a p � : . `r • t LEGAL DESCRIPTION � o 0 „, _.-.. --- -.__A _ _ y ' v. 1 11'$P {i Ifl +�` 'v.. ", _� a.,. �� "i^r'" °(,:' '1"'' k'''° �:' t ' `►'T''f 3: `� I LOT 2R-1,BLOCK 1 SEWELL VILLAGE CADILLAC COMPANY, T I^ Y � �' 41 ; •., V ,; ti h— T,S;�,? X INC. BOL. 14468,PG.92 D,R.T,C,T.LOCATED AT 1111 EAST o �— —•-- _ 1� '' ^,' ;r, t HWY 114,GRAPEVINE,TX 76501 - 41 ryp - - 41 �� _._.. _ - _ -_ __ i , ��--�--� 1oa-o• i i 11.J3P 41 II -'� - Sw -'$� �i` - '�- T .;,:' �� M , Oi m _, I 1 � �- 1 - � �: •,:r: ;._ . SCOPE OF WORK __. _;,... _.. _._.. -.._.., ..__.,ata.._—... ..,_,_ —. __ .._.. _.._ ,,'' /�� • , '' r ,' /% •' �� "':;•�:'�`is ''?7r��_• � 1.INSTALLATION OF ENCLOSED PAINT BOOTH W/EXHAUST DUCT& ' .I' ,• _ I - ,� , •� '' � �/r ,� ,' J ,''// // , INTAKE PENETRATED THROUGH THE EXTERIOR WALL � EXISTING BLDG. 53,617 SQ,Fr, � CL ... _ —,l-... _... �_ ....._... .. .__. _., __. _._.._. _..,.. r Z i/ — _ _ . rr r.- .,•-""•r, c TOTAL ,... _ r. r •r_ 1 _ PAw — ___._ / 4 :+ i};Y r' , •""� SOLUTIONS ULTRA XD DOWNDRAFT BOOTH — �" =.S — _—_ r. — ___ �� r >•` ' engineering llc o .,._.. _ _. .._ - — -__ _,.. .. r�r, I • TEXAS FIRM FA13187 '"'J• ti},�; OUTSIDE INSIDE o — r - ---_ ; •t��'� �* _ .•_..,._ __— — — — — — — ._ _ "— __. �' •��• '�'':' . ;••f,�r• '13208 Imperial Shore Dr. LENGTH 34'-8" LENGTH 27' 0" •° WIDTH 19--1 WIDTH 14' 0 -- -„ r•• , r ,• O Pearland,TX 77584 1 " " I i f• ►•: 3 , „•, ._ Iv I . I I I„_, Qj J. �• duwan.cotton@aolutlonaez.com G m .d" HEIGHT 12' 3" HEIGHT 9' 1" I I I ._ ......,.. _. � -�' ,'' • , �k �� � s.ri';i.'' � „ I � �' oQ0000OpD�O E®F�' v' �,,. I i _,_._ ._.... _._... _.._ _, a._.. _.�. . - 19 _..... ,, b , 41 I I o CODE ANALYSIS BUILDING ` 1 V 4� 'i',�J' 4 O��t ' eY} 00 �a . a a a ' r, ' ING I r BUILDING,� �s s *a :'i!'1`'• Z3'�� �*.�e,Jp$e ° * � APPLICABLE COD IN THE CITY OF GRAPEVINE(INCLUDING, BUT _.... __._ �.__ _. _.- —_•� .� i" 1 31 FRONT YAM � 0«DUWAN E. •0 LIMITED TO) SEWELL � AREA OF BUILDING WITH 15 3 05 •-� °o 2006 INTERNATIONAL BUILDING CODE .. I gyp,- ,i;': •,. I t e t Ir 1 z ,,.eaO (IBC) S IN SCOPE OF WORK ..� t I ,., h ;•;p;' tJ ^D�A1. 2015 INTERNATIONAL FIRE CODE1 I,.. - ,; .,V, ;' f< ' ./ ! �� �r J / I. '�•. +••:lry , ' ati 'S 'M Yi �2022 (IFC) �'l' s • ! r' rr� S• r' Q 2006 UNIFORM MECHANICAL CODE , ,� !� J�� l.• ! iLu :fa . J . �,i�' sir r' 4,�C!1� r (UMC) 1 /� ' tiy.,yr w.,,};; .• '�. .t�� Z 2006 UNIFORM PLUMBING CODE tt ;,'' :�:• •.a ', fir'',�: 1 ;.�' ? �: �; �""" (UPC) z o F I' 1 4 �L�! r : e t• 2005 NATIONAL ELECTRICAL CODE s• �r N 1 1 asJl I%f r`. .,a.'M1 ,r� !�?'f', e ' ' ' •: l .' J r�'' l:�'Va' (NEC) �' I *' +:"' ''' +;;;� •� /ir co ,^.?; 2015 INTERNATIONAL ENERGY CONSERVATION CODE o • r r 40r;4• ■�Or �! (IEOC) t� 41 y„ ,', •, �;:,:r;E; j ,rr 10 TEXAS ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 0 r, .._... -__-,.. _,LI._. ;'i '{"y.y .,q'a+/•�,.:al,,{ '��•' i. � +.'' y;.•1�'yt,• r'40 C I1' _•_ _l., r/'r` r' � 1' •;` 1 a� 1 ,/ r• r�1,}:',,,w r•aey r,a.a •f.i s ri., '' �' ¢fir. r ////����� m 4dP N REVIEW COMMITTEE Q T ':i: _... (. '` � ::;-' :;.,. � : ::* :•:: "I SITE PLAN _ > x UILDINi3 158I� t:,? �:; �; :, 4o , J _� -_- - _ ,1 , =.V•J DENIED__ :� �;,�:,., � .r•�"" APPROVED t/) _ ~ d `� 2 3LU '1 �J�s'-a� a* ;5 ,` ' �► ;� _',.� CASE #: C PURPOSE STATEMENT: CONDITIONAL J QN z r.a 7-7 .a p "7"" ,• ;,.;;� _� � � II'3 '� ! ,; �a {+' +?�' r 4''° �►� - - - - - - -I- DATE: — Z USE REQUEST CU22-36 IS A REQUEST o ti 1 SP ap � '' ,: • ✓°'' SIGNATURE: TO AMEND THE PREVIOUSLY APPROVED • ; f. O o '' {; ` 3 '� d4l ;,1: ,,, ,?:; r •y �',,' ; ,; ,,.'% �,>°` SITE PLAN OF CU 15-05 (ORD 2015-16) U oc ' `v `�' '�°` '' '� ':'^ y .•"'' FOR A PLANNED COMMERCIAL CENTER, Lj ' ' 4 � ',�" 4' "+� ,»►�'" DRAWING INDEX SPECIFICALLY TO ALLOW AN ENCLOSED —� I " •<:. /A�. PAINT BOOTH WITHIN A PARKING W ',. r„� 0 •,f, ,,v; , rr—""" — t, .Y. ti','' ,r r1 '1��y' ' '` ``� '`� GARAGE AND CHANGES TO THE SOUTH ..1•V ;4 ^':' ° :a r::` ,, ,, : ,* A.1.0 SITE PLAN 1 of 5 d •A' / ,I' T1f .•Y.. •.••r�i 11 ,,r"+ f,'1''• Yip r.11•V� •{ 3� — '7 yl' ' •� •� '- ` r,� a j.t' _.... _. i _ .:<<,:...�w,, y''•.,♦ f:. , I' • ,� ;: BUILDING ELEVATIONS. Lu ,��a �'., y '' A.1.1 FOCUS SITE PLAN 2 of 5 N -__ _ ,�' 40 ' Jai 'j•w Now. '� ' �BBP •t,, f y T ,��•l !!^' PUNNING SERVICES DEPARTMENT rn � ;' �,� �;' ; e ;�'" !.'� a�+�� r,�.•s° ��A .1 , '. bCUS FLOOR PLAN 3 of 5 /I,/ `,I• s`•f�,••, .,u `. ,! r ;Hr} 1• •a,:•{' ,' y{, f� PROJEC ~ ;, . 4� 1 e;'', .s' ,,.► , CASE NAME: SEWELL COLLISION CENTER •� ,:�: .__--.._ . Al2 ELEVATIONS 4 OF 5 CONDITIONAL CASE NUMBER: CU22-36 � T�' y USE PERMIT 1� j I '�� ,••„'d' fib 6 1 ',r'i , r' ',, 'a,,. A' �c^ i,,J• r,,,.. _.,. - F �. i ,� `' , ,'' 40 ;;y.rt '�'''`' ,• :fr► '" �,,.,.� -" A2.3 BUILDING SECTIONS 5 of 5 N web ■O► ,• •'=/ %�.` . ,Y..1:'.;'��` �:,;, ••I4, •;r,.a+' .,,e``{'° -�' MAYOR SECRETARYT DATE •.lit: rl 1B I �r 1� '�•;;. ' , •;°- v ' `�- � "' DATE: 6-23-2022 ( r ,i J•T,Ow. „�s y ' 1 •r :• •' , 'C fi �. .yr' �/rrr C : � •,`• ':'. ' - _�..,:.._ _.,1..• I I r � / ;�fF -V' '` l •,. .J'�"', I i,.,'••. ^1.wi(1.Y a- 1 �. Y 48P 'r ;,,;.,;•;;, ,, '� " ,,+'r'J PLANNING AND ZONING COMMISSION DRAWN ,: i ,�/ , .%' > r. •,..;, t, "- �' .� � -- Coree 1 • •,'r.I,' rr,i_.r._r ' f f• f ' ' r" 'Ir• •,'P•'. "r L ,r••�� r. Jr�"•" dulLDINcap Iffmmimfii L31�1 ��g CHAIRMAN f20422 0 � T 18.80 ACRL81735,69D 8F $ 1 ;4 P K 6 1-1111111�A,t3=12,000 8F OF SITE AREA j 1 ..''-'� i ' , 'sue ' �^"'"""" ''"' '� ITV 'COCAP&D AREA: 204E OF TOTAL U�OT AREA, HEIGHt IN F99T:69 F7 o 'M, •�r„ I --{-� 'v i , . ;': ti ,�•"^" ,,,,,•+' ...-' ' j 0.2 X 735A90 8F■ 147,118 SF TOTAL SUII.DINQ FOOTPRINT' 04,344 8F MINIMUM PARKING REQUJREMENT• TX59012,000■3W SPACES DATE: 'I"_rJ0'-0" '•�', ' 1 1 1 1 ' •' �.. .r. ..� "ter m ,�..� 'TOTAL LANDSCAPED AREA: 10,1198 OF TOTAL SUILDINGAREA;280,324 3F PAFKNO PROPOSED(INCL EXISTING TO REMAIN): - _ TOTAL PAVED AREA. 430,813F �••� EMPLOYEE?aEItVICE CENTER ePACEB 39Q E Q 4�/' N,.••'"" -,. -'' TOTAL BUILDINGMTPPNNT 588,392SF m SHEET: OF 1 i y i•;1 � r nww. • v, 1 y �'' ,►ram � , J '''""•� _ WEIGHT IN FEET,, 19 Fr APPROVAL DOES NOT AUTHORIZE ANY WORK IN ��' q�"E �,„I.•^'"" � .r• _ INVENTORY VEHICLE BPA�:EB rl. "„°..---� TOTAL MPERVIOUB AREAg,38Q 81r -•— T>OTALSUIl.Di1J0 FOOTPRINT: t8,D1B F (ON SURFACE IN3IRUC'fURE�•• DD3 CONFLICT WITH ANY CODES OR ORDINANCES. %' ' •:; ,,'. •`1 , ,.,.■"'"""" '"� MAX IMPERVIOUS AREA: 40%OF TOTAL LC TA TOTAL 1�U1LDi�10 AREA: 10,D1 a SR o �44.; �, „„ • ' "" * 0.8 x M,500 SF v!8l8,4n sF TOTAL vsNlr,Ls SPACES �404•r3913)■ 1271 DEPARTMENT OF DEVELOPMENT SERVICES SITE PLAN .. :. , ,.." '• ► TOTAL W4.0ING AREA 334,746 SF C���tIt��ILD.ING_ s ,, c.:-J.} q �,,,k J.•■ w"'"" FLOOR AREA RATIO: TOTAL BLDG AREA 1 TOTAL LOT AREA HEILiHH IN 8 ORI 8: 1 ACCESSIBLE PARKING ~ ^'—" 384,T45/736 SW.D.4SE HEIGHT IN FEET:28P T REM ACCESSIBLE PARKING SPACES FOR N - CIRCULATION ELEMENTS: TOTAL BUILDING FOOTPRINT:44,403 F 3a PAIR} Na SPACES a 10 ' • .. ' � ,,,,, ,a,....erM"•p•'~"""'""`` - pEI�EsnN: 2s,4ro SF...� TOTAL eulLDo AREr,: ►,408 9F ACC(=83IBlE PARKING SPACE PROvlla SITE PLAN/ LANDSCAPE PLAN/ o •.� VEHICULAR: 3stlll,937I3F © {�iVCL Ex18TING}•10 BUILDING ELEVATIONS/PHOTOMETRIC �T ZONAL CONTROL SITE PLAN CALCULATIONS FOR " � � FOR PLAN cl $ME: 1 n SU-T Lots 2R-1, BLOCK 1, SEWELL VILLAGE SHEETNUMBER SI TE PLAN CADILLAC COMPANY INC. AB. NO. 120 0 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS REQUEST FOR A 16.885 ACRES OR 735,528 SQ. FT. A 10 CONDITION USE PERMIT ZONE: PCD "PLANNED COMMERCE DEVELOPMENT' 1 of 5 0 0 ENGINEERING PLANS ARE NOT NEEDED DATE OF PREPARATION: 7-22-2022 CODE ANALYSIS � �! r. r,• r` ...,M....,.,:, APPLICABLE CODES IN THE CITY OF GRAPEVINE INCLUDING BUT + . .• � # � ( , LIMITED TO) r' f r i 2006 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2006 UNIFORM MECHANICAL CODE (UMC) 200E UNIFORM PLUMBING CODE i (UPC) J 2005 NATIONAL ELECTRICAL CODE jR (NEC) 0 OWN 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) f TEXAS ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, r O IFC PAINT SPRAY BOOTH CODE REQUIREMENTS IFC 2403.2.1.3 � � � 1 AREAS ADJACENT TO SPRAY BOOTHS. o ELECTRICAL WIRING AND EQUIPMENT LOCATED OUTSIDE OF, BUT WITHIN 5 FEET HORIZONTALLY AND 3 FREE r'• E VERTICALLY OF OPENINGS IN A SPRAY BOOTH OR A SPRAY ROOM,SHALL BE APPROVED FOR CLASS I,DMSION 2 OR O CLASS II,DIVISION 2 HAZARDOUS LOCATIONS,WHICHEVER IN APPLICABLE C31 00 a IFC 2404.3.2.1 CONSTRUCTION., +,r (!1 � O U SPRAY BOOTHS SHALL BE CONSTRUCTED OF APPROVED NONCOMBUSTIBLE MATERIALS, ALUMINUM SHALL NOT ff BE USED. WHERE WALLS OR CEILING ASSEMBLIES ARE CONSTRUCTED OF SHEET METAL, SINGLE-SKIN ASSEMBLIES r '° Ctm a SHALL BE NO THINNER THAN 0.0478 INCH(18 GAGE)(1,2 MM)AND EACH SHEET OF DOUBLE-SKIN ASSEMBLIES SHALL BE NO THINNER THAN 0.0359 INCH (20 GAGE)(0.9 MM).STRUCTURAL SECTIONS OF SPRAY BOOTHS ARE ALLOWED TO BE SEALED WITH LATEX-BASED OR SIMILAR CAULKS AND SEALANTS. r rl �' r1 a IFC 2404.3.2.2 SURFACES., �' f' ,� m � THE INTERIOR SURFACES OF SPRAY BOOTHS SHALL BE SMOOTH; SHALL BE CONSTRUCTED SO AS TO PERMIT THE FREE PASSAGE OF EXHAUST AIR FROM ALL PARTS OF THE INTERIOR, AND TO FACILITATE WASHING AND { CLEANING;AND SHALL BE DESIGNED TO CONFINE RESIDUES WITHIN THE BOOTH.ALUMINUM SHALL NOT BE USED. f f+• U r'r 35 y o •- ` o L It 0 IFC 2404.3.2.3 FLOOR.. fp L_ O 01 u COMBUSTIBLE FLOOR CONSTRUCTION IN SPRAY BOOTHS SHALL BE COVERED BY APPROVED, NONCOMBUSTIBLE, U :3 V un @ NONSPARKING MATERIAL, EXCEPT WHERE COMBUSTIBLE COVERINGS, INCLUDING BUT NOT LIMITED TO THIN PAPER r O OJ N N OR PLASTIC AND STRIPPABLE COATINGS, ARE UTILIZED OVER NONCOMBUSTIBLE MATERIALS TO FACILITATE N 3 CLEANING OPERATIONS IN SPRAY BOOTHS. r' O to 00 6- l0 ' O . . 0 ) IFC 2404.3.2.4 MEANS OF EGRESS.. ,� N u d u MEANS OF EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 10. EXCEPTION: j MEANS OF EGRESS DOORS FROM PRE-MANUFACTURED SPRAY BOOTHS SHALL NOT BE LESS THAN 30 INCHES Q (762 MM)IN WIDTH BY 80 INCHES(2032 MM)IN HEIGHT. BUILDING r'' + IFC 2404.3.3 SPRAYING SPACES.. Ln L SPRAYING SPACES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL r, . 0 BUILDING CODE,AND SECTION 2404.3.3.1 AND SECTIONS 2404.4 THROUGH 2404.8 OF THIS CODE. IFC 2404.3.2.5-CLEAR SPACE, r r r SPRAY BOOTHS SHALL BE INSTALLED SO THAT ALL PARTS OF THE BOOTH ARE READILY ACCESSIBLE FOR ' CLEANING.A CLEAR SPACE OF NOT LESS THAN 3 FEET(914 MM)SHALL BE MAINTAINED ON ALL SIDES OF THE SPRAY r BOOTH.THIS CLEAR SPACE SHALL BE KEPT FREE OF ANY STORAGE OR COMBUSTIBLE CONSTRUCTIONIL of EXCEPTIONS r' 1. THIS REQUIREMENT SHALL NOT PROHIBIT LOCATING A SPRAY BOOTH CLOSER THAN 3 FEET (914 MM) TO OR DIRECTLY AGAINST AN INTERIOR PARTITION,WALL OR FLOOR/CEILING ASSEMBLY THAT HAS A FIRE-RESISTANCE o RATING OF NOT LESS THAN 1 HOUR, PROVIDED THE SPRAY BOOTH CAN BE ADEQUATELY MAINTAINED AND CLEANED. 2, THIS REQUIREMENT SHALL NOT PROHIBIT LOCATING A SPRAY BOOTH CLOSER THAN 3 FEET (914 MM) TO AN EXTERIOR WALL OR A ROOF ASSEMBLY, PROVIDED THE WALL OR ROOF IS CONSTRICTED OF NONCOMBUSTIBLE r s' o 73 MATERIAL AND THE SPRAY BOOTH CAN BE ADEQUATELY MAINTAINED AND CLEANED. r� , ' 0 2404.3.2.E AGGREGATE SOLUTIONS SHE AGGREGATE AREA OF SPRAY BOOTHS IN A BUILDING SHALL NOT EXCEED THE LESSER OF 30 PERCENT OF � r / THE AREA OF ANY FLOOR OF A BUILDING OR THE BASIC AREA ALLOWED FOR A GROUP H-2 OCCUPANCY WITHOUT / / engineering Ile ' 3 o AREA INCREASES, AS SET FORTH IN THE INTERNATIONAL BUILDING CODE. THE AREA OF AN INDIVIDUAL SPRAY ` L n BOOTH IN A BUILDING SHALL NOT EXCEED THE LESSER OF THE AGGREGATE SIZE LIMIT OR 1,500 SQUARE FEET(139 rrr TEXAS ARM F#13187 � M2)• f 4 13206 Imperial Shore Dr. Pearland,TX 77584 ^/ EXCEPTION:ONE INDIVIDUAL BOOTH NOT EXCEEDING 500 SQUARE FEET(46 M2). (713) 543-8800 Ci \ duwan.cotton@solutionsez.com W PERMIT FOR FIRE SUPPRESSION: "BY OTHERS" ��'�r'' q�000OOp�o a)M IFC 2404.4 FIRE PROTECTION., o `� �- SPRAY BOOTHS AND SPRAY ROOMS SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE-EXTINGUISHING r to �° °°� �0 o SYSTEM COMPLYING WITH CHAPTER 9. PROTECTION SHALL ALSO EXTEND TO EXHAUST PLENUMS, EXHAUST DUCTS r r' ' "�' pP o o �� W AND BOTH SIDES OF DRY FILTERS WHEN SUCH FILTERS ARE USED. r' r•' 0°°°. °�Qg° °°,2�?g°Q o _NZ s P DUWM E. 0 SPRAY BOOTHS FIRE SUPPRESSION SYSTEM WILL BE TYPE(AMEREX PRE-ENGINEERED DRY CHEMICAL) . . . .NFPA-17 r f 8 e D (SEPARATE PERMIT BY OTHERS, REQUIRED PER FIRE MARSHALL.) P % 78®9 8 e o° r . O IFC 2404.4.1 FIRE EXTINGUISHERS., / oo ° °°,6 r-- PORTABLE FIRE EXTINGUISHERS COMPLYING WITH SECTION 906 SHALL BE PROVIDED FOR SPRAYING AREAS IN ACCORDANCE WITH THE REQUIREMENTS FOR AN EXTRA(HIGH)HAZARD OCCUPANCY. , f D000 -2 22 m r' O x cn IFC 2404.7.E-TERMINATION POINT, r �•{ / H o THE TERMINATION POINT FOR EXHAUST DUCTS DISCHARGING TO THE ATMOSPHERE SHALL NOT BE LESS THAN + \ V) _ • THE FOLLOWING DISTANCES: r 401 I J W a 1. DUCTS CONVEYING EXPLOSIVE OR FLAMMABLE VAPORS FUMES OR DUSTS: 30' FROM THE LOT LINE; 10 FEET �. PURPOSE STATEMENT: CONDITIONAL Z N FROM OPENINGS INTO THE BUILDINGS; 6 FROM EXTERIOR WALLS AND ROOFS; 30 FEET FROM COMBUSTIBLE �� � Q � WALLS OR OPENINGS INTO THE BUILDING THAT ARE IN THE DIRECTION OF EXHAUST DISCHARGE; 10 FEE USE REQUEST CU22-36 IS A REQUEST W T rrr J W O 1 ABOVE ADJOINING GRADE. co 2. OTHER PRODUCT-CONVEYING OUTLETS; 10 FEET FROM THE LOT LINE; 3 FEET FROM EXTERIOR WALLS AND ,• �'' TO AMEND THE PREVIOUSLY APPROVED O _r Q ROOFS; 10'FROM OPENINGS INTO THE BUILDING;10'ABOVE ADJOINING GRADE r J + SITE PLAN OF CU 15-05 (ORD 2015-16) CC `-' FOR A PLANNED COMMERCIAL CENTER, 0 SPECIFICALLY TO ALLOW AN ENCLOSED -J y PAINT BOOTH WITHIN A PARKING uj WEPTIONS. r•• 03 GARAGE AND CHANGES TO THE SOUTH IFC 2404.3.2.5-CLEAR SPACE. BUILDING ELEVATIONS. 1. SPRAY BOOTHS SHALL BE INSTALLED SO THAT ALL PARTS OF THE BOOTH ARE READILY ACCESSIBLE FOR CLEANING.A ,f L CLEAR SPACE OF NOT LESS THAN 3 FEET(914 MM)SHALL BE MAINTAINED ON ALL SIDES OF THE SPRAY BOOTH.THIS r a CLEAR SPACE SHALL BE KEPT FREE OF ANY STORAGE OR COMBUSTIBLE CONSTRUCTION •'� PLANNING SERVICES DEPARTMENT N 1.1, THIS REQUIREMENT SHALL NOT PROHIBIT LOCATING A SPRAY BOOTH CLOSER THAN 3 FEET(914 MM)TO OR - DIRECTLY AGAINST AN INTERIOR PARTITION,WALL OR FLOOR/CEILING ASSEMBLY THAT HAS AFIRE-RESISTANCE r 5 '" "' ' (SEE IFC SPRAY CASE NAME: SEWELL COLLISION CENTER L RATING OF NOT LESS THAN 1 HOUR,PROVIDED THE SPRAY BOOTH CAN BE ADEQUATELY MAINTAINED AND I O 1 CASE NUMBER: CU22-36 CONDITIONAL CLEANED. 1.2, THIS REQUIREMENT SHALL NOT PROHIBIT LOCATING A SPRAY BOOTH CLOSER THAN 3 FEET(914 MM)TO AN C .! 2 ' d R USE PERMIT PAINT EXTERIOR WALL OR A ROOF ASSEMBLY,PROVIDED THE WALL OR ROOF IS CONSTRUCTED OF NONCOMBUSTIBLE BOOTH CODE N MATERIAL AND THE SPRAY BOOTH CAN BE ADEQUATELY MAINTAINED AND CLEANED. •� �,•'' MAYOR SECRETARY aLLAIE 2• J=-NEW PAINT BOOTH INSTALLATION IS IN EXISTING MPG.OR AUTOMOTIVE SHOP WITH NO NEW ADDITIONAL it { REQUIREMENTS) DATE: 6-23-2022 SPACE OR FOOTAGES WHICH IN TURN HAS NO"IMPACT'. 3. EXEMPT FROM ENERGY CODE.NO CHANGES TO ENVELOPE,INTERIOR LIGHTING OR HVAC. f PLANNING AND ZONING COMMISSION 4. 4LR REGISTRATION,-THE PAINT BOOTH, PREP BOOTH AND MIXING ROOM ARE EMPLOYEE ONLY SPACES WITHIN A +'' lCoree LARGER EMPLOYEE WORK SPACE AND WOULD BE CONSIDERED EQUIPMENT USED BY EMPLOYEES DURING THE COURSE f • +� r ` + 6 OF THEIR WORK.ALSO,THESE STRUCTURES ARE EXEMPT FROM COMPLIANCE BASED ON SECTION 203.9 OF THE 2012 r' J 0 B # ` + TAs r,'�, `��' � CHAIRMAN 1020422 ' ROBERT L POSEY ` ' ! SITE PLAN REVIEW COMMITTEE DATE: 6i 1 - , PROGRAM MANAGER ARCHITECTURAL BARRIERS PROGRAM, COMPLIANCE DIVISIONI +, + �� + n_ �_ n 512.539-5670-DIRECT LINE ,f J APPROVED ✓ DENIED SHEET: OF 2 24D1.3 2 6 <• • -r -` SCH+ 5. THE AGGREGATE AREA OF SPRAY BOOTHS IN A BUILDING SHALL NOT EXCEED THE LESSER OF 10 PERCENT OF THE - } - CASE #: cu AREA OF ANY FLOOR OF A BUILDING OR THE BASIC AREA ALLOWED FOR A GROUP H-2 OCCUPANCY WITHOUT AREA i APPROVAL DOES NOT AUTHORIZE ANY WORK IN INCREASES,AS SET FORTH IN THE INTERNATIONAL BUILDING CODE.THE AREA OF AN INDIVIDUAL SPRAY BOOTH IN A M r,>' +� ; t , DATE: _ — CONFLICT WITH ANY CODES OR ORDINANCES. BUILDING SHALL NOT EXCEED THE LESSER OF THE AGGREGATE SIZE LIMIT OR 1,500 SQUARE FEET(139 M2). r+ SIGNATURE: FOCUS SITE 1i �. EXCEPTION:ONE INDIVIDUAL BOOTH NOT EXCEEDING 500 SQUARE FEET(46 M2). DEPARTMENT OF DEVELOPMENT SERVICES PLAN _ t 1 r F 1 ' r SITE PLAN/ LANDSCAPE PLAN/ +r '� - `•�� - ' BUILDING ELEVATIONS/PHOTOMETRIC RO E� CT # �b. 6 • ► �� ' . A PLAN Q F Lots 2R-i BLOCK 1 SEWELL VILLAGE OCUS SITE PLAN F0 CADILLAC COMPANY INC. NO. 120 REQUEST FORA CITY OF GRAPEVINE• T RRANT COUNTY TEXAS Alml CONDITION USE PERMIT 16.885 ACRES OR 735,528 SQ. FT ZONE: PCD "PLANNED COMMERCE DEVELOPMENT' Of 5 0 0 ENGINEERING PLANS ARE NOT NEEDED DATE OF PREPARATION: 7-22-2022 2 AGGREGATE AREA GENERAL NOTES: CLOSER THAN 3 FEET(914 MM)TO OR DIRECTLY AGAINST AN IFC 2404.3.2.6 SIZE. INTERIOR PARTITION,WALL OR FLOOR/CEILING ASSEMBLY THAT HAS A THE AGGREGATE AREA OF SPRAY BOOTHS IN A BUILDING SHALL NOT EXCEED THE 1. BOOTH IS FABRICATED FROM 18 GAGE GALVANIZED SHEET STEEL; FIRE SUPPRESSION : BY OTHERS FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR,PROVIDED THE LESSER OF 10 PERCENT OF THE AREA OF ANY FLOOR OF A BUILDING OR THE BASIC AREA PRE-PUNCHED AND COMPANION FLANGED FOR. SPRAY BOOTH CAN BE ADEQUATELY MAINTAINED AND CLEANED. ALLOWED FOR A GROUP H-2 OCCUPANCY WITHOUT AREA INCREASES,AS SET FORTH IN 2. MEANS OF EGRESS DOORS FROM PRE-MANUFACTURED SPRAY IFC 2404.4 FIRE PROTECTION. THE INTERNATIONAL BUILDING CODE.THE AREA OF AN INDMDUAL SPRAY BOOTH IN A BOOTHS SHALL NOT BE LESS THAN 30 INCHES IN WIDTH BY 80 SPRAY BOOTHS AND SPRAY ROOMS SHALL BE PROTECTED BY AN EXCEPTIONS BUILDING SHALL NOT EXCEED THE LESSER OF THE AGGREGATE SIZE LIMIT OR 1,500 INCHES IN HEIGHT. APPROVED AUTOMATIC FIRE-EXTINGUISHING SYSTEM COMPLYING SQUARE FEET(139 M2). O PAINT BOOTH&OR PAINT ROOMS SHALL COMPLY WITH THE WITH CHAPTER 9. PROTECTION SHALL ALSO EXTEND TO EXHAUST 12. THIS REQUIREMENT SHALL NOT PROHIBIT LOCATING A SPRAY REQUIREMENTS CONCERNING DISTANCES OF EXHAUST FROM ANY PLENUMS, EXHAUST DUCTS AND BOTH SIDES OF DRY FILTERS WHEN BOOTH CLOSER THAN 3 FEET(914 MM)TO AN EXTERIOR WALL OR EXCEPTION: PROPERTY LINE BEING A MIN.OF 30'-0"AND IV-0"FROM ANY SUCH FILTERS ARE USED. A ROOF ASSEMBLY,PROVIDED THE WALL OR ROOF IS ONE INDMDUAL BOOTH NOT EXCEEDING 500 SQUARE FEET(46 M2). INTAKE OF OPENING BACK INTO THE BUILDING. NOTE:SPRAY BOOTHS FIRE SUPPRESSION SYSTEM WILL BE TYPE CONSTRUCTED OF NONCOMBUSTIBLE MATERIAL AND THE SPRAY 4. THESE BOOTHS BEING INSTALLED IS NOT HEATED OR INVOLVED (AMEREX PRE-ENGINEERED DRY CHEMICAL)... .NFPA-17(SEPARATE BOOTH CAN BE ADEQUATELY MAINTAINED AND CLEANED. EXISTING SQUARE FOOTAGE WITH POWDER COATING. PERMIT REQUIRED PER FIRE MARSHALL.) 13. THIS REQUIREMENT SHALL NOT PROHIBIT LOCATING A SPRAY 5. THERE WILL BE NO WELDING NEAR OR AROUND AREAS OF PAINT BOOTH CLOSER THAN 3 FEET(914 MM)TO AN EXTERIOR WALL EXISTING BLDG. 53,617 SQ. FT.TOTAL BOOTHS. IFC 2404.4.1 FIRE EXTINGUISHERS ti OR A ROOF ASSEMBLY, PROVIDED THE WALL OR ROOF IS PROJECT 6. ALL SPRAYING OPERATIONS&PAINT MIXING(SEE OWNERS PORTABLE FIRE EXTINGUISHERS COMPLYING WITH SECTION 906 CONSTRUCTED OF NONCOMBUSTIBLE MATERIAL AND THE SPRAY PROJECT INFORMATION:BMW COLLISION CENTER STATEMENT STAPLED FRONT OF PLANS)WILL BE CONFINED TO AN SHALL BE PROVIDED FOR SPRAYING AREAS IN ACCORDANCE WITH THE BOOTH CAN BE ADEQUATELY MAINTAINED AND CLEANED, SEWEL EXISTING OCCUPANCY: ENCLOSED SPRAY BOOTH OR SPRAY ROOM. REQUIREMENTS FOR AN EXTRA(HIGH)HAZARD OCCUPANCY. O 0 THE SPACE WITHIN THREE(3)FT.IN ALL DIRECTIONS FROM ANY N PAIffr JKWH OPENING SHALL BE CONSIDERED CLASS 1 DIVISION 2.THIS SPACE IFC 2404.3.3 SPRAYING SPACES. MECHANICAL NOTES: ULTRA XDTRA DOWNDRAFT BOOTH WILL BE FREE FROM CLUTTER AND DEBRIS ALLOWING SPACE TO °p MAINTENANCE APPLIANCE.(IFC 2404.3.2.5-CLEAR SPACE) SPRAYING SPACES SHALL BE DESIGNED AND CONSTRUCTED IN SEE A3 FOR MECHANICAL CODE COMPLIANCE NOTES o 8. CLOSED BOOTH OPENINGS ARE CONSIDERED CLASS I DIV II ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE,AND z E OUTSIDE INSIDE WITHIN 3'OF THE OPENINGS....... SECTION 24D4.3.3.1 AND SECTIONS 2404.4 THROUGH 2404.8 OF THIS ELECTRICAL NOTES: p LENGTH 34'-9" LENGTH 27-0" 9. PAINT BOOTHS,PAINT ROOMS AND PAINT STORAGE CABINETS CODE. v WIDTH 19'-1" WIDTH 14'-0" SHALL COMPLY WITH THE REQUIREMENTS OF N.E.C.516-FIRE 1. ALL ELECTRICAL COMPONENTS ARE UL LISTED. +-+ 00 HEIGHT 12'-3" HEIGHT 9'-1" CODE-U.B.C. -I.B.C. -&U.M.C. EXCEPTIONS 2. ALL ELECTRICAL AND EQUIPMENT MEET OR EXCEED CODES ul O 10. SOLENOID VALVE REQUIRED FOR INTERLOCKING SPRAY AIR WITH COMPLYING WITHIN THE NEC 516. 1q, v c� AGGREGATE AREA OF PAINT BOOTH LIGHT LIMIT SWITCH AND EXHAUST. IFC 24 .3.2.5-CLEAR SPACE U) c SHOP 53,617 / PROPOSED PAINT BOOTHS=394 SQ. FT. 11. INSIDE THE BOOTH ELECTRICAL SHALL BE CLASS I DIV....... SPRAY BOOTHS SHALL BE INSTALLED SO THAT ALL PARTS OF SEE A3 FOR ELECTRICAL CODE COMPLIANCE NOTES W CL m EXISTING PAINT BOOTH 844 THE BOOTH ARE READILY ACCESSIBLE FOR CLEANING.A CLEAR SPACE TOTAL SQ. FT. =2.3% AsidolNuu OF NOT LESS THAN 3 FEET(914 MM)SHALL BE MAINTAINED ON ALL Q 4-1 X V AREAS ADJACENT TO SPRAY BOOTHS. SIDES OF THE SPRAY BOOTH.THIS CLEAR SPACE SHALL BE KEPT FREE cu PAINT BOOTH FIRE SEPARATION CODE COMPLIANCE - a ELECTRICAL WIRING AND EQUIPMENT LOCATED OUTSIDE OF,BUT OF ANY STORAGE OR 0) u'S WITHIN 5 FEET HORIZONTALLY AND 3 FREE VERTICALLY OF OPENINGS COMBUSTIBLE CONSTRUCTION MAXIMUM AMOUNT OF PAINT BOOTHS ALOUD ACCORDING TO CODE COMPLIANCE IS IN A SPRAY BOOTH OR A SPRAY ROOM,SHALL BE APPROVED FOR 10%OF AGGREGATE AREA OF THE BUILDING OR 7,000 SQ.FT.OF TOTAL PAINT BOOTHS. CLASS I, DMSION 2 OR CLASS II, DIVISION 2 HAZARDOUS THIS REQUIREMENT SHALL NOT PROHIBIT LOCATING A SPRAY BOOTH lJ ` s WHICH EVER COMES FIRST.ONCE LIMIT IS REACHED,THERE MUST BE A FIRE WALL LOCATIONS,WHICHEVER IN APPLICABLE 4-J _ p SEPARATING THE PAINT BOOTHS)OR CHANGE THE OCCUPANCY TO H(HAZARD). .L O 01 U 3: U ULn@ _ C) CL) N a) c v - p °° O2 0 o c L� \—EXISTING EXTINGUISHER ca ca EXI STRIN G GARAGE SEE SFc7r7nN a I I I 0 SHT. # 1/A2.3 r _ /M V/ ❑ N N z ri I o I I c # SOLUTIONS � � �' � Z. �. cnipnccring 11cLU 4 WA F.: TEXA UN�3z0e5mar Srw1ro Dr I I I I I I P wUrbd,TX 77584 (713) 543-BBOO W RAM duwarLcaUonjoaluhion&Qz.com a �_ • 'rams z p it Lau m LOCATIO N��• a OF FUTURE wrrr.rr...r � s ( I P�- � 78018 z .0 E BOOTH IFC 2404.3.2.5-- gig r 36" CLEAR 22 O I 3: H c SPACE "/ ♦ � o Lu I I PAINT BOOTFF-------- 1 i - PURPOSE STATEMENT: CONDITIONAL _J N z I HEATER USE REQUEST CU22-36 IS A REQUEST J w W o EXISTIN I STING TO AMEND THE PREVIOUSLY APPROVED 0 Qcx GARAGE I I EXTINGUISHER I I SITE PLAN OF CU15-05 (ORD 2015-16) V o 118 GA SPIRAL FOR A PLANNED COMMERCIAL CENTER, J 0 w DUCT (intake) SPECIFICALLY TO ALLOW AN ENCLOSED I PAINT BOOTH WITHIN A PARKING Lu I GARAGE AND CHANGES TO THE SOUTH .24 U NEW FIR IL IUL BUILDING ELEVATIONS. WEXTINGUISHERA -AL i ��fCT \\ / / , .117 CASE NAME: SEWELL COLLISION CENTER PR JECT o 7 — CASE NUMBER: CU22-36 CONDITIONAL EXISTING 1 USE PERMIT 24" I FAN 34" MAYOR SECRETARYSTART DATE I PAINT DATE: 6-23-2022 I 34" HEATE \ BOOTH I PLANNING AND ZONING COMMISSION I INTAKE \ I EXHAUST I I I " 47 Coree � � •N CHAIRMAN 020422 0 BA Av4 I CA DATE: y a) SHEET: OF 2 DESCRIPTION— APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. FIRE SUPPRESSION FOCUS FLOOR 0 PERMITTED DEPARTMENT OF DEVELOPMENT SERVICES PLAN SEPARATELY CV CV SITE PLAN REVI COMMITTEE SITE PLAN/ LANDSCAPE PLAN/ D DENIED BUILDING ELEVATIONS/PHOTOMETRIC WECT # FOCUS FLOOR PLAN APPROVE _ i PLAN E CASE #: CA `Z FOR O EXISTING GARAGE DATE: - Lots 2R-1, BLOCK 1, SEWELL VILLAGE SHEET NUMBER 0 SIGNATURE: CADILLAC COMPANY INC. to NO. 120 c: =CONDITION FOR A CITY OF GRAPEVINE B. T RRANT COUNTY TEXAS SE PERMIT 16.885 ACRES OR 735,528 SQ. FT. 1 :�b ZONE: PCD "PLANNED COMMERCE DEVELOPMENT' 0� 0 ENGINEERING PLANS ARE NOT NEEDED DATE OF PREPARATION: 7-22-2022 3 PAINT SPRAY BOOTH GENERAL MECHANICAL NOTES: PAINT SPRAY BOOTH GENERAL DUCTWORK NOTES: ID PAINT BOOTH & OR PAINT ROOMS SHALL COMPLY WITH THE REQUIRFMENTS CONCERNING DISTANCES OF 1, DUCTWORK.MUST BE SIZED AND INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS,AS WELL AS PERNFPA 91. EXHAUST FROM ANY PROPERTY LINE BEING A MIN. OF 30'-0"AND 10'-0" FROM ANY INTAKE OF OPENING BACK 1.1. A SIZE VARIATION MAY EXIST FROM RECOMMENDED DUCT SIZE TO UNIT FLANGE SIZE. RECOMMENDED DUCT SIZE APPLIES TO THE SIZE OF THE DUCT INTO THE BUILDING. AT THE CONNECTION TO THE EQUIPMENT. 2. SPRAY BOOTHS FIRE SUPPRESSION SYSTEM WILL BE TYPE (AMEREX PRE-ENGINEERED DRY CHEMICAL) NFPA-17 1.2. A PROPERLY DESIGNED DUCT TRANSITION FROM THE BLOWER OUTLET TO A LARGER DUCT IS RECOMMENDED FOR LONG DUCTS OR DUCTS WITH (SEPARATE PERMIT REQUIRED PER FIRE MARSHALL. NUMEROUS ELBOWS. 3. EXHAUST STACK&MOTOR VENTILATION AND EXHAUST SYSTEMS ARE DESIGNED AND INSTALLED PER NFPA 91. 4. AIR VELOCITY SHALL BE DESIGNED, INSTALLED AND MAINTAINED SUCH THAT THE AVERAGE AIR VELOCITY 2. ON HEATERS("IF APPLICABLE)MOUNTED OUTDOORS ACROSS THE FILTER SECTION OF THE SPRAY BOOTH DURING SPRAYING SHALL BE NOT LESS THAN 100 LIN.FPM. 2.1. DISCHARGE DUCTWORK SHOULD BE INSULATED TO MINIMIZE CONDENSATION bURING THE"OFF"CYCLE IN COLD WEATHER 5. MECHANICAL VENTILATION SHALL BE KEPT IN OPERATION AT ALL TIMES WHILE SPRAYING OPERATIONS ARE 2.2. A FRESH AIR INTAKE HOOD WITH BIRD SCREEN IS REQUIRED.DISCHARGE DUCT SHOULD BE COMMON TO BOTH BLOWERS ON TWIN BLOWER UNITS. CONDUCTED AND FOR A SUFFICIENT TIME THEREAFTER TO ALLOW VAPORS FROM DRYING COATED ARTICLES INDIVIDUAL DUCTS FOR EACH BLOWER ARE NOT RECOMMENDED. AND FINISHING MATERIAL RESIDUE TO BE EXHAUSTED.... ELECTRICAL INTERLOCK IS REQUIRED SO THAT SPRAYING CANNOT BE CONDUCTED UNLESS THE VENTILATION AND SUPPLY(DIRECT FIRED HEATER)FANS ARE IN 3. ON A HEATER('IF APPLICABLE)MOUNTED INDOORS OPERATION 3.1. WITH THROUGH THE ROOF INTAKE,A"MUSHROOM"TYPE INTAKE.HOOD IS RECOMMENDED TO PREVENT MOISTURE ENTRAPMENT, 6. ALL VENTILATION&INTAKE WILL BE ADEQUATE TO SUPPLY ANY REQUIREMENTS OF CFM NEEDED AND SPECIFIED 3.2. WHEN USING"THROUGH THE WALL". INTAKE DUCT, THE INTAKE LOUVER SHOULD HAVE ADEQUATE MOISTURE BAFFLING CHARACTERISTICS. ALL a BY NEW PAINT BOOTH EXHAUST INTAKE DUCTWORK EXPOSED TO THE HEATED SPACE SHOULD BE INSULATED. s GUY WIRE KIT (If Applicable) 0 °- N EXHAUST FAN-PAINT BOOTH INCLUDES 1/8"CABLE,ANCHORS,TURNBUCKLES AND CLAMPS FOR INSTALLATION OF 3 GUY WIRES TO EXHAUST STACK.CONNECTOR RING SOLD SEPARATELY. 1-TUBE AXIAL FAN, INDUSTRIAL HEAVY DUTY, PRECISION MACHINED ALUMINUM, NON SPARKING BALANCED BLADE (BY INSTALLER) c TEFL, UL LISTED o ....ELECTRICAL INTERLOCK IS REQUIRED GUYING AND BRACING 0 EO 1. WHERE REQUIRED BY CODE, SPRAY BOOTHS OPERATIONS TO BE INTERLOCKED WITH DOORS SO THAT SPRAY 1. PROPER GUYING AND BRACING IS ESSENTIAL FOR PART OF THE CHIMNEY THAT EXTENDS ABOVE THE ROOF OR PARAPET WALL.THE CHIMNEY AT THIS CD 0.) � o OPERATIONS CEASE WHEN DOOR IS AJAR,SUPPLIED BY OTHERS. 4-J POINT IS SUBJECT TO WIND CONDITIONS AND NEEDS SPECIAL ATTENTION FOR PROPER STABILIZATION. 00 O • MECHANICAL VENTILATION SHALL BE KEPT IN OPERATION AT ALL TIMES WHILE SPRAYING OPERATIONS ARE 2. IF THE STACK ABOVE THE ROOF DOES NOT EXCEED 19, NO SPECIAL GUYING OR BRACING IS REQUIRED. HOWEVER, TO PROTECT THE FLASHING FROM u d- o LATERAL MOVEMENT,A GUIDE MUST BE INSTALLED AT THE ROOF LEVEL. Cn CONDUCTED AND FOR A SUFFICIENT TIME THEREAFTER TO ALLOW VAPORS FROM DRYING. -0 r C C 3. FOR STACK HEIGHT ABOVE THE ROOF THATNEEDS GUYING OR BRACING,A SUPPORT,A SMALL LENGTH AND A EXPANSION LENGTH MUST BE INSTALLED • COATED ARTICLES AND FINISHING MATERIAL RESIDUE TO BE EXHAUST SUFFICIENT TIME THEREAFTER TO 1 1 1 tY r• p� NEAR THE ROOF LEVEL TO ABSORB THE THERMAL EXPANSION AND MINIMIZE THIS EFFECT ON THE GUY WIRES OR BRACE. ALLOW VAPORS FROM DRYING a--+ X CA4. WHEN USING GUY WIRE,TIE CABLE MUST BE SLIGHTLY SLACK OR LOOSE TO ALLOW THERMAL EXPANSION. Q 5. WHEN USING RIGID BRACING,THE MAXIMUM VERTICAL HEIGHT BETWEEN SUPPORTS MUST BE REDUCED TO 5'TO COMPENSATE THERMAL EXPANSION GUY WIRE(GW) >, M C wu L 4-J — THE GUY WIRE IS USED WHERE THE CHIMNEY EXTENDS MORE THAN 10' ABOVE THE ROOF. IT CONSISTS OF A BAND DESIGNED TO RECEIVE 3 GUY WIRE 3 '— qq _a (SUPPLIED BY OTHERS)AT 120°APART OR 6 GUY WERE AT 60°APART FOR DIAMETER LARGER THAN 24".THE GUY WIRES ARE FIXED TO THE ROOF BY MEAN OF +,, U r TENSION AND ANCHOR(ALSO.BY.OTHERS) WHEN INSTALLING GUY WIRE,THE CABLE MUST BE SLIGHTLY SLACK OR LOOSE TO ALLOW THERMAL EXPANSION M i ,— It O 3 OR BE EQUIPPED WITH TENSIONING SPRINGS(BY OTHERS)THE TENSIONING SPRINGS ARE MANDATORY ONLY WHEN THERE IS MORE THAN ONE.LEVEL OF GUY 1••1••� c0 i O 0) U WIRE NEEDED TO MINIMIZE THE EFFECT OF THERMAL EXPANSION, GOOD PRACTICE M9LIES INSTALLING A FIXED SUPPORT AND AN EXPANSION LENGTH AT U VLn °J THE ROOF LEVEL O cu G METAL STIFFENER p N M s v — a °° O co iQ 1. THE METAL STIFFENER IS USED TO STABILIZE THE CHIMNEY WHERE IT EXTENDS MORE THAN 10 ABOVE THE ROOF. CV G U [l v 2. IT CONSISTS OF ONE BAND(RB)AND TWO BRACES(SUPPLIED BY THE INSTALLER). o 3. TO MINIMIZE LOADS INDUCED BY TIEERMAL EXPANSION ON BRACES AND SUPPORT, THE MAXIMUM DISTANCE BETWEEN THE LAST FDCED SUPPORT AND THE BAND OF THE METAL STIFFENER MUST BE REDUCED TO 5'. 0 4. BEGIN BY ATTACHING THE BRACES TO THE BAND WITH SUPPLIED BOLTS AND NUTS.NEXT,INSTALL THE BAND ON THE CHIMNEY AND TIGHTEN THE BAND. FIX THE BRACES TO THE METAL STIFFENER AT DESIRED DEGREE°.MAKE SURE YOU HAVE A RIGID STRUCTURE ON THE ROOF. N u a� 0 m 0 0 0 C SOLUTIONS N engineering 11c z TEXAS FIRM F#13187 SITE PLAN REVIEW COMMITTEE 13Pearland,TX206 Imperial Shore Dr. SEWELL TX 77584 (713) 543-8800 APPROVED_ _ DENIED duwan.acttunLIDscluticnseZ.00m ..� og0000pp� �; A CASE #: 2 00000of En DATE: ° x3�'ANGLE WIND - o� BRACING SIGNATURE: ° 1y^�n l/�//�� o p f�° °22a.°O O4 PA17 SECURE TO BAR JOIST 0°°DUWAN E. COTTON d LV I I EXHAUST I °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°p Q W/ + ' ANCHOR BOLTS 78018 a oo V a °°°•°0 ®°.° ° al, 0 4 3x3Jc ANGLE WIN TOP OF PARAPET °° � °°°° 3x3)J'ANGLE WIND BRACIN 34" Q� PAINT BRACING # A .p E I I I �o N l BOOTH EXHAUST i I SECURE TO BAR JOIST � 7/24/2022 O � s SECURE TO BAR JOIST W/}" W/+�" ANCHOR BOLTS (SEE IFC SPRAY PAINT a 61 -0 EXHAUST ANCHOR BOLTS I I 61 -0 EXHAUST 1 BOOTH REQUIREMENTS TRANSMISSION N TRANSMISSION N = Lu I i I _ H ` o ABOVE) PURPOSE STATEMENT: CONDITIONAL J z LEVEL-4 LEVEL-4 PARAPET J 5 18 GA SPIRAL USE REQUEST CU22-36 IS A REQUEST Lu 0 PARAPET DUCT COMPRESSION RIN TO AMEND THE PREVIOUSLY APPROVED OCL LEVEL-4 OMPRESSION LEVEL-4 � Q � SITE PLAN OF CU15-05 (ORD 2015-16) RING 18 GA SPIRAL DUCT FOR A PLANNED COMMERCIAL CENTER, C) —PREFABRICATED FR WALL SUPPORT .�—WALL SUPPORTSPECIFICALLY TO ALLOW AN ENCLOSED W w PAINT BOOTH WITHIN A PARKING '~ PREFABRICATED FRAMon GARAGE AND CHANGES TO THE SOUTH BUILDING ELEVATIONS. WALL SUPPORT W - � LEVEL-3 WALL SUPPORT PREFABRICATED FRAM LEVEL-3 N SERVICES DEPARTMENT PREFABRICATED FR L CASE NAME: SEWELL COLLISION CENTER LASHING CASE NUMBER: CU22-36 CONDITIONAL USE PERMIT 0 O MAYOR SECRETARY START DATEm 34 0 HEATER 34 0 HEATER---' DATE. 16-23-2022 RAM INTAKE INTAKE PLANNING AND ZONING COMMISSION DRAWN BY I )A -PAINT BOOTH FLASHIN Coree LEVEL-2 _� EATER LEVEL-2 CD JOB # CHAIRMAN 02042227'-5 0 N OVERALL 4 DATE: 1/8"=1'-0" E SHEET: OF ]DESCRIPTION— APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. .3 DEPARTMENT OF DEVELOPMENT SERVICES ELEVATIONS ) LEVEL-1 LEVEL-1 CV N SITE PLAN/ LANDSCAPE PLAN/ 014 o BUILDING ELEVATIONS/PHOTOMETRIC C SECTION OF WEST ELEVATION OF EXISTING GARAGE SOUTH ELEVATION OF EXISTING GARAGE PLAN E FOR 0 Lots 2R-1, BLOCK 11 SEWELL VILLAGE SHEET NUMBER v CADILLAC COMPANY INC. NO. 120 REQUEST FOR A CITY OF GRAPEVINE, T RRANT COUNTY TEXASA2m2 CONDITION USE PERMIT 16.885 ACRES OR 735,528 SQ. FT. ZONE: PCD "PLANNED COMMERCE DEVELOPMENT' 4 of 5 0 ENGINEERING PLANS ARE NOT NEEDED DATE OF PREPARATION: 7-22-2022 PAINT SPRAY BOOTH GENERAL MECHANICAL NOTES: PAINT SPRAY BOOTH GENERAL DUCTWORK NOTES: 0 PAINT BOOTH & OR PAINT ROOMS SHALL COMPLY WITH THE REQUIREMENTS CONCERNING DISTANCES OF 1. DUCTWORK MUST BE SIZED AND INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS,AS WELL AS PER NFPA 91, EXHAUST FROM ANY PROPERIY LINE BEING A MIN. OF 30'-0" AND 10'-0" FROM ANY INTAKE OF OPENING BACK LI. A SIZE VARIATION MAY EXIST FROM RECOMMENDED DUCT SIZE TO UNIT FLANOTE SIZE.RECOMMENDED DUCT SIZE APPLIES TO THE SIZE OF THE DUCT INTO THE BUILDING. AT THE CONNECTION TO THE EQUIPMENT. 2. SPRAY BOOTHS FIRE SUPPRESSION SYSTEM WILL BE TYPE (AMEREX PRE-ENGINEERED DRY CHEMICAL) NFPA-17 1.2, A PROPERLY DESIGNED DUCT TRANSITION FROM THE BLOWER OUTLET TO A LARGER DUCT IS RECOMMENDED FOR LONG DUCTS OR DUCTS WITH (SEPARATE PERMIT REQUIRED PER FIRE MARSHALL NUMEROUS ELBOWS. 3. EXHAUST STACK&MOTOR VENTILATION AND EXHAUST SYSTEMS ARE DESIGNED AND INSTALLED PER NFPA 91. 4. AIR VELOCITY SHALL BE DESIGNED, INSTALLED AND MAINTAINED SUCH THAT THE AVERAGE AIR VELOCITY 2. ON HEATERS('IF APPLICABLE)MOUNTED OUTDOORS ACROSS THE FILTER SECTION OF THE SPRAY BOOTH DURING SPRAYING SHALL BE NOT LESS THAN 100 LIN.FPM. 2.1. DISCHARGE DUCTWORK SHOULD BE INSULATED TO MINIMIZE CONDENSATION DURING THE"OFF"CYCLE IN COLD WEATHER. 5. MECHANICAL VENTILATION SHALL BE KEPT IN OPERATION AT ALL TIMES WHILE SPRAYING OPERATIONS ARE 2.2. A FRESH AIR INTAKE HOOD WITH BIRD SCREEN IS REQUIRED. DISCHARGE DUCT SHOULD BE COMMON TO BOTH BLOWERS ON TWIN BLOWER UNITS. CONDUCTED AND FOR A SUFFICIENT TIME THEREAFTER TO ALLOW VAPORS FROM DRYING COATED ARTICLES INDIVIDUAL DUCTS FOR EACH BLOWER ARE NOT RECOMMENDED. AND FINISHING MATERIAL RESIDUE TO BE EXHAUSTED.... ELECTRICAL INTERLOCK IS REQUIRED SO THAT SPRAYING CANNOT BE CONDUCTED UNLESS THE VENTILATION AND SUPPLY(DIRECT FIRED HEATER) FANS ARE IN 3. ON A HEATER('IF APPLICABLE)MOUNTED INDOORS OPERATION 3.1. WITH THROUGH THE ROOF INTAKE,A"MUSHROOM"TYPE INTAKE.HOOD IS RECOMMENDED TO PREVENT MOISTURE ENTRAPMENT. 6. ALL VENTILATION&INTAKE WILL BE ADEQUATE TO SUPPLY ANY REQUIREMENTS OF CFM NEEDED AND SPECIFIED 3.2. WHEN USING "THROUGH THE WALL". INTAKE DUCT, THE INTAKE LOUVER SHOULD HAVE ADEQUATE MOISTURE BAFFLING CHARACTERISTICS. ALL BY NEW PAINT BOOTH EXHAUST INTAKE DUCTWORK EXPOSED TO THE HEATED SPACE SHOULD BE INSULATED. ■ L GUY WIRE KIT (If Applicable) C EXHAUST FAN-PAINT BOOTH INCLUDES 1/8"CABLE ANCHORS TURNBUCKLES AND CLAMPS FOR INSTALLATION OF 3 QUY WIRES TO EXHAUST STACK.CONNECTOR RING SOLD SEPARATELY. 1- TUBE AXIAL FAN, INDUSTRIAL HEAVY DUTY, PRECISION MACHINED ALUMINUM, NON SPARKING BALANCED BLADE. uo TEFC,UL LISTED (BY INSTALLER) o ....ELECTRICAL INTERLOCK IS REQUIRED GUYING AND BRACING Z E 1. WHERE REQUIRED BY CODE, SPRAY BOOTHS OPERATIONS TO BE INTERLOCKED WITH DOORS SO THAT SPRAY O 1. PROPER GUYING AND BRACING IS ESSENTIAL FOR PART OF THE CHIMNEY THAT EXTENDS ABOVE THE ROOF OR PARAPET WALL. THE CE�NEY AT THIS N 0) O OPERATIONS CEASE WHEN DOOR IS AIAR,SUPPLIED BY OTHERS. }+ POINT IS SUBJECT TO WIND CONDITIONS AND NEEDS SPECIAL ATTENTION FOR PROPER STABILIZATION. 00 O 2. IF THE STACK ABOVE THE ROOF DOES NOT EXCEED 10', NO SPECIAL GUYING OR BRACING IS REQUIRED. HOWEVER, TO PROTECT THE FLASHING FROM • MECHANICAL VENTILATION SHALL BE KEPT IN OPERATION AT ALL TIMES WHILE SPRAYING OPERATIONS ARE v o LATERAL MOVEMENT,A GUIDE MUST BE INSTALLED AT THE ROOF LEVEL. U CONDUCTED AND FOR A SUFFICIENT TIME THEREAFTERTO ALLOW VAPORS FROM DRYING. -0 I` C 3. FOR STACK HEIGHT ABOVE THE ROOF THAT NEEDS GUYING OR BRACING,A SUPPORT,A SMALL LENGTH AND A EXPANSION LENGTH MUST BE INSTALLED � • COATED ARTICLES AND FINISHING MATERIAL RESIDUE TO BE EXHAUST SUFFICIENT TIME THEREAFTER TO Of p1 ALLOW VAPORS FROM DRYING NEAR THE ROOF LEVEL TO ABSORB THE THERMAL EXPANSION AND MINIMIZE THIS EFFECT ON THE GUY WIRES OR BRACE. _ 4. WHEN USING GUY WIRE,THE CABLE MUST BE SLIGHTLY SLACK OR LOOSE TO ALLOW THERMAL EXPANSION. Q 4-J X t S. WHEN USING RIGID BRACING,THE MAXIMUM VERTICAL HEIGHT BETWEEN SUPPORTS MUST BE REDUCED TO Y TO COMPENSATE THERMAL EXPANSION GUY WIRE(GWI + x M C � 4-+ _ THE GUY WIRE IS USED WHERE THE CHIMNEY EXTENDS MORE THAN 10' ABOVE THP ROOF. IT CONSISTS OF A BAND DESIGNED TO RECEIVE 3 GUY WIRE '— (SUPPLIED BY OTHE RS)AT 120°APART OR 6 GUY WIRE AT 60"APART FOR DIAMETER LARGER THAN 24".THE GUY WIRES ARE FIXED TO THE ROOF BY MEAN OF TENSION AND ANCHOR (ALSO.BY.OTHERS) WHEN INSTALLING GUY WIRE, THE CABLE MUST BE SLIGHTLY SLACK OR LOOSE TO ALLOW THERMAL EXPANSION M ,— It O OR BE EQUIPPED WITH TENSIONING SPRINGS(BY OTHERS)THE TENSIONING SPRINGS ARE MANDATORY ONLY WHEN THERE IS MORE THAN ONE.LEVEL OF GUY 1..1..1 ( O 0) V WIRE NEEDED TO MINIMIZE THE EFFECT OF THERMAL EXPANSION, GOOD PRACTICE IMPLIES INSTALLING A FIXED SUPPORT AND AN EXPANSION LENGTH AT U U Ln THE ROOF LEVEL 0 N c METAL STIFFENER O VN1 tY1 0 U — 1. THE METAL STIFFENER IS USED TO STABILIZE THE CHIMNEY WHERE IT EXTENDS MORE THAN]0'ABOVE THE ROOF, 0 . . 0 N � lJ 0- u � 2. IT CONSISTS OF ONE BAND(RB)AND TWO BRACES(SUPPLIED BY THE INSTALLER). iv 3. TO MINIMIZE LOADS INDUCED BY THERMAL EXPANSION ON BRACES AND SUPPORT,THE MAXIMUM DISTANCE BETWEEN THE LAST FIXED SUPPORT AND THE BAND OF THE METAL STIFFENER MUST BE REDUCED TO 5'. o 4. BEGIN BY ATTACHING THE BRACES TO THE BAND WITH SUPPLIED BOLTS AND NUTS. NEXT,INSTALL THE BAND ON THE CHIMNEY AND TIGHTEN THE BAND, FIX THE BRACES TO THE METAL STIFFENER AT DESIRED DEGREE°,MAKE SURE YOU HAVE A RIGID STRUCTURE ON THE ROOF. Q ui c 00 .y N 0 N N O C N O C C N O SOLUTIONS 3 engineering llc TEXAS FIRM F#13181 S E ,� E L L 13206 Imperial Shore Dr. T Pearland,TX 77584 (713) 543-8800 duwan.cotton@solutioneez.com W SITE PLAN REVIEW COMMITTEE og000000o N o DDp � 0 APPROVED ✓~ DENIED o��e°° °e �>, s i o °ee ° ?� oP : eee °o CASE #: CJ�I Z $ ep doa ' . o eee e e eee0CL uj DUWAN E. COTTON p DATE: nooeegeeee.ee.eeeee.eeeeeeeegeeeeQ V SIGNATURE: 0 78018 °� o° 0 o ° d re LO 34 0 PAINT x1 ANGLE WIND BRACING a C z Q °O0O 9O�ee e° d � � i= BOOTH EXHAUST ( SECURE TO BAR JOIST W/}" - 7/24/2022 O X ,; ANCHOR BOLTS 34 0 PAINT BOOT o00000 � 61' 0" EXHAUST EXHAUST 3 U) TRAN MISSIO (SEE IFC SPRAY PAINT = BOOTH REQUIREMENTS 3x "ANGLE WIND BRACING N 3�"ANGLE WIN i 61'-0" EXHAUSTS 1 (SEE IFC SPRAY PAINT Lu e HEIGHT ABOVE) BRACING CURE TO BAR JOIST w/} ❑ j Z LEVEL-4 SECURE TO BAR JOIST ANCHOR BOLTS TRANSMISSION BOOTH REQUIREMENTS PURPOSE STATEMENT. CONDITIONAL J Q 0. 18 GA SPIRAL PARAPET" w/}" ANCHOR BOLTS ABOVE) USE REQUEST CU22-36 IS A REQUEST LU Lu o DUCT 0 LEVEL-4 TO AMEND THE PREVIOUSLY APPROVED o SITE PLAN OF CU15-05 (ORD 2015-16) ',Oct 0 COMPRESSION­---' LEVEL-4 Iif I PARAPET � RING 18 GA SPIRAL DUCT­/ I I LEVEL- FOR A PLANNED COMMERCIAL CENTER, C� WALL SUPPORT LINE OF EXHAUST DUCT I I RA STING SPECIFICALLY TO ALLOW AN ENCLOSED J w PREFABRICATED FM OUTSIDE I STRUCTURAL PAINT BOOTH WITHIN A PARIGNG W I III COLUMN GARAGE AND CHANGES TO THE SOUTH EXISTING GARAGE i i E TYPICAL BUILDING ELEVATIONS, EXISTING GARAGE_ W WALL SUPPORT- J LEVEL-3cl I I N PREFABRICATED FRAMU) I LEVEL-3 PLANNING SERVICES DEPARTMENT -- s CASE NAME: SWELL 18 GA SPIRAL I I 7\ I RING CASE NUMBER: CU22 36LLISION CENTER CONDITIONAL DUCT USE PERMIT 4110 HEATER MAYOR SECRETARY • INTAKE DATE: 6-23-2022 r-RAMP I a PAINT B00 I STAIRS--, EATER PLANNING AND ZONING COMMISSION DRAWN U LEVEL-2 TO AINT BOOTH oree DOOR LEVEL-2 0 CHAIRMAN 020422SCALE 0 0 'L ' w r w DATE: —8 — — 1/8"=1'-0" SHEET: OF DESCRIPTION V) APPROVAL DOES NOT AUTHORIZE ANY WORK IN Q V CONFLICT WITH ANY CODES OR ORDINANCES. w BUILDING DEPARTMENT OF DEVELOPMENT SERVICES SECTIONS LEVEL-1 LEVEL-1 CV O SITE PLAN/ LANDSCAPE PLAN/ CIQ BUILDING ELEVATIONS/PHOTOMETRIC MILQ1 BUILDING SECTION OF EXISTING GARAGE ULIDNG SECTION OF EXISTING GARAGE PLAN 2 FOR Lots 2R-1, BLOCK 1, SEWELL VILLAGE SHEET0 CADILLAC COMPANY INC. _ REQUEST FOR A AB. N0. 120 CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS CONDITION USE PERMIT 16.885 ACRES OR 735,528 SQ. FT. A2s3 ZONE: PCD "PLANNED COMMERCE DEVELOPMENT" 5 of 5 0 ENGINEERING PLANS ARE NOT NEEDED DATE OF PREPARATION: 7-22-202210 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". No additional changes are proposed. /at O:\ZCU\CU 17-10Asprc - , - I ___ ______________ ' ', ___,_ _______ ___ , ,-,-,------,--..--- ------- ___ , __ _ _ _____,____ , I I I I ------- NONNI seemmmmmmmmmmiiiillll I I I IN III 1 om ON== MMENEWEEMMMEMMONAUNNIM —111111,111 - - - - - � I GENERAL NOTES SHEET NOTES LEGEND VICINITY MAP ffilloolonm moliiiili,mmmwmmmmmmmEMINBIEMIIIIIIIII MINN 111111,1-111111111 I'll I - S W L � A U.N.O., UNDIMENSIONED RADII OF CURBS 01 EXISTING PUBLIC SIDEWALK 1 1 NEW FIRE LANE 20 LINE OF FUTURE BUILDING EXPANSION. 34 EXISTING 8FT TALL CHAIN LINK FENCE ,��,, I I I I-,--, ----- BUILDING SETBACK LINE 'i'll,"I "I'll-, 11 � �� I , ARE 2'-O" 02 NEW PUBLIC SIDEWALK 12 NEW DUMPSTER ENCLOSURE AND 21 GUIDELINE FOR SITE LAYOUT ORIGIN 35 EXISTING ELEVATED VEHICLE DISPLAY �% ""11, I I B U.N.O., DIMENSIONS ARE TO THE FACE OF 03 NEW PRIVATE SIDEWALK USED TIRE STORAGE TO START AT NORTHWEST CORNER OF 36 EXISTING FIRE LANE - - - EASEMENT 0 ," � 1111 B M W U`F - SITE 11 � �,_", CURB 04 NEW LANDSCAPE, TYP 13 NEW COVERED VACUUM AND 37 ENTRY TO SERVICE DROP OFF , � , I I -,,5�,,,', -W-1 - 11, , 1�100 ,, - I I � . 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A 01 - 1 1 1 1 East State Highway 1 14 MANUAL SWING GATE WITH KNOX BOX. 16 TENTATIVE LOCATION FOR NEW 28 EXISTING 8FT TALL CHAIN LINK FENCE 40 CUSTOMER PARKING f,, 11,�� E ALL REQUIREMENTS OF THE GRAPEVINE TRANSFORMER NEW LANDSCAPE/ SI E I '- SOIL EROSION CONTROL ORDINANCE 08 NEW MANUALLY OPERATED SWING 29 NEW LIGHT POLE FIXTURE 41 EMPLOYEE/ SERVICE CENTER = PERMEABLE AGGREGATE 1151 East State Highway 114 SHALL BE MET DURING THE PERIOD OF GATE AND ELEC OPERATED BARRIER 17 EXISTING 8FT TALL DECORATIVE 30 EXISTING CURB CUT PARKING SH 114 Grapevine, Texas CONSTRUCTION. ARMS. FENCE 31 MAIN ENTRY 42 NEW ELECTRIC VEHICLE CHARGING = FIRE LANE � I;r.v '1� 09 NEW MONUMENT SIGN. 8 FT MAX TALL, 18 EXISTING LIGHT POLE FIXTURE 32 EXISTING LANDSCAPE STATION � -_ SEWELL AUTOMOTIVE COMPANIES 55 SF MAX SIGN PANEL AREA PER SIDE. 19 NEW FUEL TANK - 12000 GALLON, 33 EXISTING HANDICAPPED ACCESSIBLE � 3860 W. NORTHWEST HIGHWAY 32'x8'x8') - �� DF N 89'30'57"W 10 NEW POLE SIGN. 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' ' ;1 .`�' ,�;;;� 11- :, :: I I ..... __�.... 1.1-11... / 11 � i � I I 1, � ' � - - ---__ :: � I �,� 11 ;, �� I I I :; � 11 I I � � i - I., " ...�� . . ., , I I o , 1; I " I ,'I - /�A -- - I , 11 I f.- , I , 04 ' ' -;; ,ONO ,,,,,,,,-,-,­-----­ - 11 I __ I I . I _�. � ,�;,�;, , ., I ' � � 11 I EXISTING .. I �, I I �, z 1: I I 1-11,111, I � I I I, I , oll . ... .....L_ � z I ; I I � � I i � I , , ,� ,:V�;� 27.6704.000 , �i I I � . I I I ­ I - , � I I � I - I i. " � i __, , ; . � ; -, ,_, _�... - , . I � � s , ,, � , � ,. , . N � : � �; ' '�`, , '..." , , , � , � � I- , 19 �,,�,�,�_,___ ................ I , , r I I I " I I 1: . f � / � ,. . � �� ,� � I -i I 1� .i _0 � I ­7;� � / q 11'_,��_ SIGN ;:,,_,_, �, : 11 , ill.......��-_11 i I-- I � � � ��', � i _� SITE*FORMATION BUILDING 1 fMAIU!91� PARKING CALCULATIONS 1 ,� , . , , ­ . I -, . I 4 � � Ge _, �---- I 11 . I � � � 11" _�, � � ;. ; I ___,�, ---� ,t,� I I I I --ol-', — / 1 __111 - � - I _'­ � s . -- � � V1 � I I. ' --- I I I ; ­­,`,��f::::��:��;� __ �: I ", � . 1-11', ..� ' ' N , �j I / � �...___ �, � I , \ ,.Ar I --- ��ii��',,',_ - TOTAL LOT AREA: 16.89 ACRES/735,590 SF HEIGHT IN STORIES :4 PARKING RA I 10: 1 SPACE 12,000 SF OF SITE AREA - I 11 I - " -I-, -Oft , i i � � �� � I i ", �, � I � I " - I I - -1- I _'. , I � � : , ,., - � - - �-- � 1"tt i'ill; � ,I'-- - A ­­__ - L . - - � _-, ", - , _�, � I, ". _1� ...... ", __ 11 ( ; - , _11 � .� . , ." . I - , \1 - -.11 - ....� LOT AREA: 735,590 SF 11 * � I i n � �, � ­­­ % � I ,�­ t.., I I I I I -', ," 30 ,t�:� _-, I MIN LANDSCAPED AREA: 20% OF TOTAL LOT AREA HEIGHT IN FEET:66 FT ; z : I I I . . � I I I 1.� \�, - - 11 � ; I I I � � I " 11 : I _­....� I , , �,, i � I `�1-- -- , -< - __`­__'1' - , , 5 b � � ; - , �& �......_i� 01 ,_,��:, .... 11 � � (�� ; I , , �....I'll, � s s . -� I I - , - 11 ­� 1, . �', , � �e ,�,-.,\—, , , , �! ,,��, _:_­_;:1­ A A4 �:\ ,.�1'___1____`1_ 0.2 X 735,590 SF= 147,118 SF TOTAL BUILDING FOOTPRINT-,94,344 SF MINIMUM PARKING REQUIREMENT: 735,590/2,000=368 SPACES � � I ; . " .,�� I I" ; �, I , �I , ,, P_;=o_ I I ­,% r , ­1---------- I Description 1 ; I I � . � � __ 1 I � I ) I - � I � I ":,� " ,�, � �� ,", �...�...- .1 I 11 § \,, ' 11 � , 1 !"', % ;F,�� � � � ..........�,­ .�� - �; � I I . I .'.i��,.." ... �, .... 11 : : // I I I 1___ . 'I � i I I I I - TOTAL LANDSCAPED AREA: 147,198 SF TOTAL BUILDING AREA:280,324 BF PARKING PROPOSED(INCL EXISTING TO REMAIN): ; /���',.", ; In ; _11 � I ...� , I I . , - t , ��" I I - �I � ;: - 1. I _­_,11...11 ,_ �� " � I I 1 _;S�11 ---_­ 1. / ,� I "I" � __.� I I %",� "" _��I , I � ,,, -- - I 1. I . ,_ � � I � I � 15\-N A ,::11__�� SITE PLAN � J It fy ___11 �� I � I I , - , _��,,;;�,��, ___ i� " 0 1 / 1, � � . 1 39 1, I / ___ TOTAL PAVED AREA: 439,513F EMPLOYEE/SERVICE CENTER SPACES= 260 � I � , - I , :: � 11 I 11 � 1� '___ A � ­ , I ___......- iz - - , = " : � 11 f 1, - I , ., . I � . � ,." // �f��e --l- 108 :: I ; I 1. , � � 11 - , - TOTAL BUILDING FOOTPRINT CUSTOME , : I I I. , 1, - * I ­­ i �� I . I 1 � � , — I � 1 _��,;5,��, �i I � � �� ,v� I 11 I - ---11 . i: .. � I � I __.- I �;�;;�:��0�1­ BUILDING 2(CPO BUILDING) � � 11, 1 ; - � I :::::! - _­­` �.......... i I V . i I 1, 11 � I. I �. - � I� I , � ­__, EXISTING: 44,403 SF SUBTOTAL PARKING = 368 11 I � I - I r � - 11 : : i � �1�1 � - _n ---------� " 11 � 11 I ....e_ - __ I 11 � I , ,- iot�_ I—- 11 . I I .... ,or ­­ � 11, _.,�� _�nn� , ,�� - . , Ay�E -�-,"', I-- --------I'll I '. ,o.__t_ 71", ___ I Scale 11 _o_,��7� ­ I �� ___ I I 1, ­1 I I ......... , ,_,.. .... - _ �...- NEW: 104,476 SF HEIGHT IN STORIES : I n . :_ .,- 0 - I I � I - - 0 rl) - ___ - HEIGHT IN FEET: 19 FT INVENTORY VEHICLE SPACES , J �\� __�� I I , , - __­��" -- .-.... 148,879 SF ,: - : I a "', t4 I __ _1_. TOTAL: :1 I I I _�'!!f-­� �,� -, I -Z - __-_2��. .... ... As indicated __ : * --" , - _105��_ " ,----- , �5N �.........:_1 I % _1 I TOTAL BUILDING FOOTPRINT: 1C,018 SF I I r %� ,— I I -A� TOTAL IMPERVIOUS AREA: 588,392 SF (ON SURFACE AND IN STRUCTURE)= 903 1 - :, ,_ I �I _� _�...... � : I , -1 - __t ....... MAX IMPERVIOUS AREA: 80%OF TOTAL LOT AREA TOTAL BUILDING AREA: 10,018 S:7 , _:....�_,_ -/-q I I ' 32 .-- ; I __-, *37, 1 1 1. L I -, Ref.NWth . 11 i, I I �� ,, ,�,��:��:�7�, I 1, I - ��z�5;�;.,:r:�;5;�;, 0.8 X 735,590 SF= 588,472 SF TOTAL VEHICLE SPACES=(904+368)= 1271 i I i I � _J 1: - i , - 1..... ,� �O� --o', - 10, ;: z, , .. �% .1 11 I 1: _ �! , 11 __111".", ,__,,:­!;;���!�� TOTAL BUILDING AREA 334,745 SF BUILDING 3 (EXISTING BUIL I i� 'i�� , _� ' .1 �_. I ."I' � I ....�.....1-1 .1 ­'.� , ',......... 1- � -... _._,__,., EA HEIGHT IN ST ACCESSIBLE PARKING ; " 1, 1 ­:�7_ " ORIES : I ,� , ---.- � _,L­ 1 k� , I " _:�­_ FLOOR AREA RATIO: TOTAL BLDG AREA/TOTAL LOT AR " _­ 1� -, -1 . ,,,, , , - I � - do ...- A,�-,--­;­:;;:�­i EXISTING SIGN 334,745/735,590=0.455 HEIGHT IN FEET:28FT REQ'D ACCESSIBLE PARKING SPACES FOR __­_11-- 0 "; ­�_: , "I " .­�­ t-11 f r, .......:�_­............­­ -) 1, Z, �, �� _­ �r__ 368 PARKING SPACES = 10 , ,",­�,eif,-, � -- /1" , 0, i ,��::­ "-.1',", CIRCULATION ELEMENTS: TOTAL BUILDING FOOTPRINT :44,403 SF " �,06 � ",--�-----",�-,�,,�;,:S�;�,l��,'� I 1478. AA,24,� 111� 11 � PEDESTRIAN: 29,470 SF TOTAL BUILDING AREA:44,403 SF ACCESSIBLE PARKING SPACE PROVIDED PAM 1 4� 85.7v VEHICULAR: 398,937 SF (INCL EXISTING)= 10 MEMMINMENEENEM 11,111111111 MHEMMEM .........MINN` 11,11111 MEMM11111, __._______," CASE#:CU17-10 7w���� DIMENSIO'NAL CONTRU"L SITE PLAN 1 CALCULATIONS ­11 2017 Gensler 0 25 50 1 00 FT SCALE: V=50'4' 1 1 1­­_1_.___­__ IN millillillill,iiiiiii I SOME= � 11 NM111111111 - -11, __ I'llilill iii'llilli 1:� I \V1Pns1er ,-,r.i\oroiP-cts\RevitUso,�Aode,I!,�\1 0!P0\SAwe1j Grapevinn - Site. Tati9na, Rogo7jnski@qens1er.conn,rvt I I ,,- . , , . . I I I j { s 'HEET NOTES 14`-1 3/4" t � t AV- BMWOF Oi, CIT i 9 ,z Q� E � i 11 I 1 East State Highway 11 AREA OF SIGN PANEL: 1151 East State Highway 11 144 SF PER SIDE Grapevine, Texas SEWhlELL AUTOMOTIVE COMPANIES 3860 W. NORTHWEST HIGHWAY SUITE 100 DALLAS,TEXAS 75220 I ' 5420 LBJ FREEWAY, SUITE 1100 DAIIAS TX 75240 1 Gensler TELEPHONE: 214.273.1500 I FAX: 214.2711505 d IPA Issue t Issue Description I 04/25/2017 OUP AMENDMENT i DIAGONAL BRACING 1 f j i i j , 6e a LEFro,., J,41, f ENV e a"3 003 VS iv 11 E C Lt o fir, 1 - ILA� Seal/Signature RED �R GENERAL NOTES �i ��\�� 9 E L 441 �yir w � ST /9496 OF 4/25/2017 Project Name BMW OF GRAPEVINE Project Number An- . , 27,6704,000 Y Oescliiption SIGN ELEVATIONS Scale 1/411= 1r-0" CASE#:CU17-10 NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE C 2017 Gensler 0 1 2 4 8 FT 11gen r,odiprojects\R vitUsorModoIS1103801S welI Grapevine - Site—Tara:ni,a—Rogozinski@gens,l,er.com.rvt 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 1 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: t 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. APPROVED: * ® -a I William D. Tate UJ t t Mayor ar'`� ® Co f ATTEST: Tara Brooks City Secretary APPROVED AS TO FORM: —iNA* IOU., Matthew Boyle City Attorney i ORD. NO. 2015-016 4 N O C' O V2 O n ® ® N Sewell Automotive Companies umpan iz; EXHIBIT To��4o Page / o GenslerBMWu' F GRAPEVINE Architect 5420 LBJ Freeway Suite 1100Of a. 2 Lincoln Center of (0.0��Up RE ISIUNN Dallas TX 75240Uj Telephone: 214.273.1500 Facsimile: 214.273.1505 0"'4/U'-" 9/2 0 15 Bury Civil ngineering 5310 Harvest Hill Suite 100 Dallas, Texas 75230 Telephone: 972.991.0011 jAPR1 ,1 Facsimile: 972.991.0278 F'j L ley I East State H`68,-vhway 114 'Highway115 L BET' Landscape Architecture 6333 Denton Drive Grnimevine Texas Dallas, Texas 75206 Telephone: 214.350.8350 z PROJECTE .6 W Q EAB NUMBER: B5810707 " 0 m 0 0 0 5 0 T N VICINITY MAP DRAWING INDEX SEWELL �RR'NT� BM ®FENT ISSUE DRAWING NUMBER DRAWING NAME RIPTION I -- GRAPEVM ARCHITECTURAL AA00.0O SHEET INDEX 04/09/2015 CUP REVISIONS 1111 East State Highway 114 AA00.5051 DIMENSIONAL CONTROL SITE PLAN 04/09/2015 CUP REVISIONS H 51 East State Highway 114 a a: AAD0. DIMENSIONAL CONTROL SITE PLAN-NE 04/09/2015 CUP REVISIONS AAOO.52 DIMENSIONAL CONTROL SITE PLAN-BE 04/09/2015 CUP REVISIONS Grapevine,Texas AA00.53 DIMENSIONAL CONTROL SITE PLAN-SW 04/09/2015 CUP REVISIONS SEWELL AUTOMOTIVE COMPANIES AAOO.54 DIMENSIONAL CONTROL SITE PLAN-NW 04/09/2015 CUP REVISIONS 3860 W.NORTHWEST HIGHWAY AA00.60 PHOTOMETRIC SITE PLAN-OVERALL 04/09/2015 CUP REVISIONS SUITE 100 AA00.80 ELEVATIONS-MAIN BUILDING 0410912015 CUP REVISIONS DALLAS,TEXAS 75220 AAD0.81 ELEVATIONS-MAIN BUILDING 04/09/2015 ECUP REVISIONS AAOO.82 ELEVATIONS-CPO BUILDING 04/09/2015 REVISIONS 5420 LBJ FREEWAY, .ez. AA00.83 ELEVATIONS-CPO BUILDING 04/09/2015 REVISIONS SUITE 1100 AAO0.90 DETAILS O4109/2015 REVISIONS TELEPHONE: AX PHO E:DALLAS TX 72 4.273.1500 Gensler I LOCATION MAP LANDSCAPE - Issue! -- ------- ! # Issue Date Issue Descri tro L.Ot PL-1 PLANTING PLAN 104/09/2015 CUP REVISIONS _P I A 02/02/2015 CUP SUBMISSION I B 03/30/2015 iCUP REVISIONS LCLN10912015!CUP REVISIONS I Case Name:SEWELL VILLAGE BMW j Case Number:CU15-05 Location:1111 AND 1151 E.STATE HWY.114 CIVIL 1 C1.06. GRADING PLAN _— __ _ 103I30/2015 CUP REVISIONS _ Mayor Date __ 1-C1.07. EROSION&SEDIMENTATION CONTROL PLAN' 03/30/2015 CUP REVISIONS _ 1-C1.10. STORM SEWER PLAN 03/3012015 CUP REVISIONS "`. 1-Ci.15. UTILITY PLAN — �03/30/2015 I _ . 1 OF 2. PLAT ____ID3130/2015 CUP REVISIONS___ i2 OF 2. PLAT 03/30/2015 ICUPREVISIONS ! Secretary Date PLANNING AND ZONING COMMISSION Chairman Date I PROJECT INFORMATION EXHIBIT Approval does not authorize any work in conflict with any codes or Page of ordinances. PROPERTY OWNER: SEWELL VILLAGE CADILLAC COMPANYI I Dept of Development Services ' 3860 NORTHWEST HWY,SUITE 100 _ ! DALLAS,TX 75220 SeallSignature PROJECT INCLUDES THE ADDITION OF 2 NEW �7 a E D q T' PROJECT DESCRIPTION: BUILDINGS ON TO A SITE WITH AN EXISTING BUILDING#3(AUTOMOTIVE SALES AND Ted Kollaja SERVICE). #13842 °J k BUILDING#1 1S A NEW AUTOMOTIVE SALES m A AND SERVICE CENTER-4 STORY WITH 3 r; BUSINESS.AUTO REPAIR,AND PARKING 04/092015 seee aY FUNCTIONS. BUILDING#215 A USED AUTOMOTIVE SALES F OF yEs, CENTER-1 STORY WTH BUSINESS Pr FUNCTIONS. ; oect Name BMW OF GRAPEVINE '.. BUILDING ADDRESSES: BUILDING 1(MAIN BUILDING) 1111 E.HWY 114 GRAPEVINE.TX 76051 Project Number 27.6704.000 BUILDING 2(CPO BUILDING) 1151 E.HWY 114 GRAPEVINE,TX 76051 Description - SHEETINDEX BUILDING 3(EXISTING BUILDING) 1001 E.HWY 114 Scale GRAPEVINE.TX 76051 _ :.12"=1:-0:: _.. BLOCK AND LOT NO.. LOT 2R BLOCK i OF THE WALLCON ADDITION 'T LOT 1 BLOCK 1 OF THE WALLCON ADDITION ZONING: CC AND PCD a 1 OF 19 ®2.15 Gensler \\ge nsler.ad\projects\R evitUserModels\1038MSewell Grapevine-Si1e_10380.rvt GENERAL NOTES SHEET NOTES LEGEND VICINITY MAP NTS NEWELL A U.N.O.,UNDIMENSIONED RADII OF CURBS ARE 01 EXISTING PUBLIC SIDEWALK 12 NEW DUMPSTER ENCLOSURE AND 21 GUIDELINE FOR SITE LAYOUT ORIGIN 34 EXISTING SET TALL CHAIN LINK FENCE BUILDING SETBACK ONE Il `\. 2'-0" 02 NEW PUBLIC SIDEWALK USED TIRE STORAGE TO START AT NORTHWEST CORNER OF 35 EXISTING ELEVATED VEHICLE DISPLAY - V- �� ®1 B U.N.O.,DIMENSIONS ARE TO THE FACE OF 03 NEW PRIVATE SIDEWALK 13 NEW COVERED VACUUM AND SITE 36 EXISTING FIRE LANE - - -EASEMENTTERM- Dry 1-i CURB DETAILING STATION 22 NEW 12'-O'k 35UO"LOADING SPACE KS II e 1 04 NEW LANDSCAPE,TYP 37 ENTRY TO SERVICE DROP OFF _ C ALL ON SITE ELECTRICAL CONDUCTORS 05 NEW HANDICAPPED ACCESSIBLE 14 NEW SET TALL CHAIN LINK FENCE 23 NEW PLANTER 38 EXISTING SIGN.2SU7"TALL X 7'-7"WIDE EwsnnlG cues a � �T . T�T '�� ASSOCIATED WITH NEW CONSTRUCTION PARKING STALL 15 NEW 8FT TALL DECORATIVE METAL 24 EXISTING TRANSFORMER X 2'-8"THICK. art 11,1\L/`11LJ V SHALL BE LOCATED UNDERGROUND 06 PROPERTY LINE FENCE 26 NEW ELEVATED VEHICLE DISPLAY EXISTING LANDSCAPE/ D BARBED WIRE FENCING IS NOT PERMITTED. 39 EXISTING SIGN.28U6"TALL X 1P-4" 0 PERMEABLE AGGREGATE 07 NEW SECURED GATE.SET TALL 16 TENTATIVE LOCATION FOR NEW 27 NEW BIKE RACK WIDE X 2UO"THICK NORTHWEST HWY E ALL REQUIREMENTS OF THE GRAPEVINE SOIL MANUAL SWING GATE WITH KNOX BOX. TRANSFORMER 28 EXISTING 8FT TALL CHAIN LINK FENCE 40 CUSTOMER PARKING ��1 NEW LANDSCAPE/ .�m s� 1111 East State Highway 114 EROSION CONTROL ORDINANCE SHALL BE 17 EXISTING SET TALL DECORATIVE PERMEABLE AGGREGATE SITE Y S MET DURING THE PERIOD OF CONSTRUCTION. 08 NEW ELEC OPERATED SWING GATE FENCE 29 NEW LIGHT POLE FIXTURE 41 EMPLOYEE/SERVICE CENTER 2 1151 East State Highway 114 30 EXISTING CURB CUT AND BARRIER ARMS. PARKING SH 114 F HT P LI GHT IGOLE FIXTURE FIRE CANE i .�: � sy Grapevine,Texas 09 NEW MONUMENT SIGN.AREA OF 18 EXISTING 31 MAIN ENTRY SIGNAGE:55 SQ.FT.HEIGHT:8'-0" 19 NEW FUEL TANK-12000 GALLON, 32 EXISTING LANDSCAPE 10 NEW POST SIGN.AREA OF SIGNAGE: 32'xS'x8') a SEWELL AUTOMOTIVE COMPANIES 101 SQ.FT.HEIGHT:40'-0" 20 LINE OF FUTURE BUILDING EXPANSION. 33 EXISTING HANDICAPPED ACCESSIBLE ,� 3860 W NORTHWEST HIGHWAY PARKING STALL ;:. DF SUITE 100 11 NEW FIRE LANE <AIRPOR N 89'3a sr w o i DALLAS,TEXAS 7522E FREEWAY, 7� 542E LBJ FR E aY --- 5240 32 -- .-.) —^___ 77 Ot TEL PHONE:LAS TX 7214.273.1500 t —w -_ =.v^ - _r.. Gensler FAX: 214.273.1505 n'-a' 01, FRONT YARD4195P 4t 9SP - LL T7 _ )...1.._I1 II 29 - 3 ' EXHIBIT l5"- f 15 SP is '-141 P '1 �13 v` 4t 41 _ i _ 29 _ } -{ �- ° a e W o �® 04 r. a ram'- .' }- m ° Ot TYP 19 11 sv l S sry - - _ - I -- Issue _ - o a a - w 17 � t - 16 - - - 1�j z� ��'° # Issue Date Issue Description � / '§ l 4so'-a• 11 / / i {�r ,,f" r �1 11 ,I _ p ii 07 , A- 02/02/2015 CUP SUBMISSION - -- 103/30I2015 CUP REVISIONS `I L�, 41" [1�'�.', �� � %/% //r jr I'� C 0 410 9/2 0 1 5 CUP REVISIONS - _-— — '� __- ll) � �-__ � � w �-��R 65 0 �'�� 9�< G r i R j/ /%/ 'L+ ``• L h _ \�00, 0 �-0• ^(22,� 03 I. z5 ay t I, e — — q, II �i ` \19 2 SP 3s a.' l4 �i Case Name:SEYVELL VILLAGE BMW --- 1 I ilr �+ �1j1 F_ 1_ ! --- -_ // tl: BUILDING1 (� BUILDING2 FRONT YARD ` r, o y 4..31 ,1 `�O r +_N Case Number.CU15-05 23\ 1 06 4 R3p IF - 7 0 i Location:1111 AND 1151 E.STATE HWY.114 j 444 I ' ,c -- R -11 1 {� "{� w 36b , },Izz,l ,27 i1 O' =1,21 �. J Iz6. Mayor Date -.f T -�--L� R Y- A° .-i- `'. 41 ,'<�'�.. ....>/ti. a+, �,�[# ♦�t L _ ..� :If___ _1ss-z' ',:, ,�a; ..,-' �. <.,ti�n >r,^-�.,..... „ .Y40.-d p f2�° �t.23 '(02 •- L r •,° " 'r 1 ..°-�141 05) I I __- +____ :� T ,• '` '`,r t v V �1 '�\ %` Secrets Date J I32 PLANNING AND ZONING COMMISSION W fil F :il03 BUILDING 3 (41...5 sPt �_` o ,� ,r'� 25.-0,� � SSP s 36P �. --------- I - 3� I' ,40 yflt-1--- ) .1 li'E esarl o D� y��� •,. / = Chairman Date �J'! 1 1 ;Jzl �� y? I � V� ?� 3' ��`-yIl / PQ. �:�'r ..�,��",-:-' „� -__ t _ �.� 55P (n I 1 _. / Y w r ;(- - I Approval does not authorize any work in conflict vrith any codes or ry 1 �% -R�o- 33) _ ,� l �f \�< V .'- � ordinances. 1 „- II , - i., Dept of Development Services W 1 < -°" �J. R� 4 I. i - r I. 3p _- __-_--____...___--_—------- ...__- _--_, r { , 1. f '- -•--- ,,._ ,. '— SealtSignature o, r 9 - h ram), HjI: -=! -I - '✓�,.. 31� '�: p� _ .'01" o- g z a 33) I' 1, �46P �, �, t 6 "'Ot q 266F -CONDITIONAL USE REQUEST CU15-05 ISA ! S'3"KI' y o y c,. I I .. ... - 1 40,, 04� J ,�2 SP,� 'o '\ f �� 11 A� REQUEST TO AMEND THE PREVIOUSLY Ted K011ajd p 1. _ :1 d�1- 66P.., \4D7�9" 03) 1p2 ,-. _ 66P�•o� 9 #13842 1 1 :__. -•. --7 SPRCOCU08-32 SPRC 0 0416 5 RCPCU03201 16 1 -- -M-,-^..-_.-- -- �;':' ' j li•. I '�. 05,1 1� 491 SPRCM CU0252(ORD.2002-96)FOR AUTOMOTIVE k -...\ 1 1 : .. .. i�"'-i. �. 1\ p _ _ �}'` - - DEALERSHIP WITH SALES AND SERVICE FOR 04I09I201$ ` t I- .. .... 5 SP R .b! D VEHICLES SPECIFICALLY TO 14 t y ' '.r o NEW AND USED �-1-..„-P R ,40 NEW 280,500 SF BMW NEW CAR 4 f' F S� --- "' +^ _ SALES I SLOW OERVICE/CAR ASHIGARAGE,A 10,000 0 TYP _ G�.o°� L `, �+•� - - SF PRE-OWNED SALES BUILDING.A 40 FT POLE " ' 1 ^ 187. 1, _ �� D2, - SIGN,AN 8 FT MONUMENT SIGN,AND A PLANNED I Project Name - f 4n'- 1-`31�, T t i,�/,, q3p SSP DEVELOPEMENT OVERLAY TO INCLUDE BUT NOT BMW OF GRAPEVINE - J ,= _" DEVIATION FROM THE HEIGHT 45P REQUIREMENTS, T 381- PG,� Project Number_.. 104L ic, 27.6704.00E SITE INFORMATION BUILDING i MAN BUILDING) PARKING CALCULATIONS TOT ALLOT AREA 16.89 ACRES 17355 9E SF HEIGHT IN STORIES:4 PARKING RATIO:1 SPACE/200E OF OF SITE AREA 3A MIN LANDSCAPED AREA: 20%OF TOTAL LOT AREA HEIGHTINFEET:66FT LOT AREA:735.SW OF �, i 3$1 �'� --'� w• 0.2 X 735,590 BE 147,1185E TOTAL BUILDING FOOTPRINT'.94,344SF MINIMUM PARKING REQUIREMENT:735,59012.000=368SPACES Description 1 TOTAL LANDSCAPED AREA 147 434 SF TOTAL BUILDING AREA:280,324 SF PARKING PROPOSED(INCL EXISTING TO REMAIN): - TOTAL PAVED AREA: 439,277 SF EMPLOYEE/SERVICE CENTER SPACES= 260 DIMENSIONAL CONTROL SITE PLAN TOTAL BUILDING FOOTPRINT CUSTOMER SPACES= 108 30) EXISTING: 44,403 OF BUILDING 2(CPO BUILDING) SUBTOTAL PARKING= 368 Q NEW. 104.4765E HEIGHTINSTORIES:1 Scale . HE GHT N FEET 19 FT N-y 6°3854 ERQP TOTALIMPERVIOUS AREA'. 588,g566F TOTAL BUILD NGFOOTPRINT 10,0185E 79 SF INVENTORY SURFACE HAND INICLE PSTRUCTl1RE- 896 ACES AS lndltated MAX IMPERVIOUS AREA. 80%OF TOTAL LOT AREA TOTAL BUILDING AREA:10,018 SF ( ) I 0.8 X 735,590 BE 588472 BE TOTAL VEHICLE SPACES=1896+368)= 1264 TOTAL BUILDING AREA 334.7456E BUILDING 3fEXISTING BUILDING) s'SO• �` FLOOR AREA RATIO+ 1 : TOTAL BLDG AREA/TOTAL LOT AREA HEIGHT IN STORIES'.i r ACCESSIBLE PARKING 334,7451735,59E=e455 HEIGHT IN FEET_.28FT REO'O ACCESSIBLE PARKING SPACES FOR CIRCULATION ELEMENT TOTAL BUILDING FOOTPRINT 44,4035E 366 PARKING SPACES 2 OF 19 PEDESTRIAN: 29,587 OF TOTALBUILOINGAREA:44403SF ACCESSIBLE PARKING SPACE PROVIDED VEHICULAR. 398,380 SF (INCL EXISTING)=10 DIMENSIONAL CONTROL SITE PLAN SCALE 1"=SD'-0" 01 CALCULATIONS ®zoas Gensler 012.525 50 100 FT '. \\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine-Site_10380.rvt j SHEET NOTES SEWELL 01 EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK g, ®1Hy-� 03 NEW PRIVATE SIDEWALK 1K! / 04 NEW LANDSCAPE,TYPio OS SNEW TAL HANDICAPPED ACCESSIBLE PARKING L `/LET M ' H�JI V II O6 PROPERTY LINE L 21 07 NEW SECURED GATE.SET TALL MANUAL SWING GATE WITH KNOX BOX. 1111 East State Highway 114 04 06 08 NEW ELEC OPERATED SWING GATE AND 1151 East State Highway 114 /O ® BARRIER ARMS. Grapevine,Texas 09 NEW MONUMENT SIGN'.AREA OF SIGNAGE: p 29 TYP 55 SQ.FT.HEIGHT:8'-0" 14 12 (04 10 NEW POST SIGN.AREA OF SIGNAGE:101 3860 W.NORTHWEST HIGHWAY IES ® zs o^ 90'-0^ `10 a 90'_0^ . 04�sz s� SQ.FT.HEIGHT:.40'-0" SUITE 100 11 NEW FIRE LANE DALLAS,TEXAS 75220 i �s sP 1n'-o^EA 9 SP 10 o^EA 12 NEW DUMPSTER ENCLOSURE AND USED 95P r�s-0"EA _ moo: TIRE STORAGE 5420 LBJ FREEWAY, 13 NEW COVERED VACUUM AND DETAILING SUITE 1100 DALLA 5240 i I STATION g � 7 14 NEW SET TALL CHAIN LINK FENCE C' p TELEPHONE: 214.273.1500 °n 0 15 NEW SET TALL DECORATIVE METAL FENCE FAX: 214.273.1505 14'-a' 25'-a' t8'-G" 18'-0" 25 a 18'-0 18-ti°' 25'-a' ta' a' 18'-a" 25 a' 25'-9' : 99'-a' g-a^ 72'-0' 12'-0" 9s-a• 36'_I _ ALIGN ALIGN 16 TENTATIVE LOCATION FOR NEW A "�P ' TRANSFORMER , 85P�9'-a'EA . -. s' o Rso•. s' o•` 17 EXISTING 8FT TALL DECORATIVE FENCE 'Rs' Rsl 18 EXISTING LIGHT POLE FIXTURE ` 15 19 NEW FUEL TANK-12000 GALLON,32'x8'x8'ALIGN_.___�TLTGN ) 8SP�9'-o^EA ,I u� 20 LINE OF FUTURE BUILDING EXPANSION. E ( 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO 04 4 START AT NORTHWEST CORNER OF SITE ue 22 NEW 12'-0"x 35'-0"LOADING SPACE �s# Issue Date Issue Description ALIGN ALIGN o / 18 I 23 NEW PLANTER /, j %�'�� �/r/ •" / r'' � j ;%/l' �11 Nj� I_� __ __._- I -, o I i / r �/ ✓//�/�%�io/i�///, //i/' �' 6' :1. _ _L". i..._�,._ I I, 24 EXISTING TRANSFORMER A 02/02/2015 CUP SUBMISSION `o-/ R s 0 R 6 0L R sG 26 NEW ELEVATED VEHICLE DISPLAY �/ / /%• �,j-/ir /%.�. r/�j�%�j��� .G - Ra• o , `R s• o -dRs o• � _J I� j B 03/30/2015 CUP REVISIONS 27 NEW BIKE RACK ---, 04/09/2015 CUP REVISIONS - _ _ --_ _ `�/ r/"; r� 47 28 EXISTING SET TALL CHAIN LINK FENCE - - - /. r a6 a 'r zs a r r/ 29 NEW LIGHT POLE FIXTURE l r / 30 EXISTING CURB CUT 31 MAIN ENTRY Z 32 EXISTING LANDSCAPE 33 EXIS I I j J,1 r r ;+nc,�!r3p�o" -I, H 4 \ X PARKING STA DICAPPED ACCESSIBLE p W j - 34 EXISTING SET TALL CHAIN LINK FENCE 03 � �.� I � {� i � I 36 EXISTING ELEVATED VEHICLE DISPLAY Case Name:SEWELL NLLAGE BMW ' - ) { 36 EXISTING FIRE LANE _.1a_0^ m18' a 18 0'� i8 0" 0 r� / n -1s / Case Number.CU15-05 r ii U I 37 ENTRY TO SERVICE DROP OFF 0 / 38 EXISTING SIGN.25-7"TALL X T-7"WIDE X WY.Location:1111 AND 1151 E.STATE H 114/ice i n ( � � / OJ1 'y 1 '� �1 2-8"THICK. t % � it j _ c �I - 39 EXISTING SIGN.28'-6"TALL X 1 V-4"WIDE X I .� _I, 0 - 2'-0'THICK. 40 CUSTOMER PARKING Mayor Date BUILDING — __..m - it U 22 111 05 t # 41 EMPLOYEE/SERVICE CENTER PARKING BULDINGI Y'-� ,llIGN -_ — Secretary Date o f 28 a 17 6 1 - - - '--1 j1i 15 I�i PLANNING AND ZONING COMMISSION I »1 \ p 3 7 o• 1 ,.�5 Ar _ -1 ♦ d' 1 L 2� �/ � I Chairman Date does not authorize eoafllct vnth y des or T 7"� of Development Sernces Approval dze any work in an eo t I 1 1 ordinances. f 1 Aug 1 07 / r �t 0 Dept 1 «22 - �- 64; (29� GENERAL NOTES -- - .! t y., 0 '-o.7YP•. .a �SeellSlgnature r i U N NDIMENSIONED RADII OF CURBS ARE - - - _—_-R 3 a U 2-0�� C'" B U.N.O.,DIMENSIONS ARE TO THE FACE OF �� r,9L CURB •%�`- aQ� C ALL ON SITE ELECTRICAL CONDUCTORS Ted Kollaja -o n ASSOCIATED WITH NEW CONSTRUCTION #13842 SHALL BE LOCATED UNDERGROUND D BARBED WIRE FENCING IS NOT PERMITTED. '�. 04109I2015 Ilex 2•$ E ALL REQUIREMENTS OF THE GRAPEVINE SOIL q?F OF jETd `, DIMENSIONAL CONTROL SITE PLAN'NE EROSION CONTROL ORDINANCE SHALL BE Project Namej SCALE: i"-30'-0" MET DURING THE PERIOD OF CONSTRUCTION. Pro 1 8MW OF GRAPEVINE LEGEND Project Number , -----BUILDING SETBACK LINE 27.6704.000 EXHIBIT f ® ®' - EASEMENT D¢aCfIPtIOn Page EXISTINGCURB DIMENSIONAL CONTROL SITE PLAN-NE — - - -- Scale EXISTING LANDSCAPE/ -- -- - - - - - PERMEABLE AGGREGATE As indicated - NEW . PERMEABLE AGGGG REGATE FIRE LANE AAOO.51 3 OF 19 NOTE:EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE m 202s G-1e 0 7.515 30 60 FT \\gensler,ad\projects\RevitUserModels\10380\S-11 Grapevine-Site_10380.rvt SHEET NOTES SEWELL Ot EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK / 7 /'/ 03 NEW PRIVATE SIDEWALK / BMW OF R1, 04 NEW LANDSCAPE, A i' _ OS NEW HANDICAPPED ACCESSIBLE PARKING • 22 'm c� 23 04 % STALL `_ jS °'0.� - �•' �i�� s -i .° 06 PROPERTY LINE �T'{K-� e TrE��� M 07 NEW SECURED GATE.8FT TALL MANUAL Ra•-a, o\ s .ti. ! 04- SWING GATE WITH KNOX BOX. I I I I East State Highway 114 o� 08 NEW ELEC OPERATED SWING GATE AND BARRIER ARMS. Highway I14 f Grapevine,Texas 09 NEW MONUMENT SIGN.AREA OF SIGNAGE: 55 SQ.FT.HEIGHT:8-0' e� SEWELL AUTOMOTIVE COMPANIES 10 NEW POSTSIGN.AREA OF SIGNAGE:101 '-0"SO.FT.HEIGHT:40 3860 W.NORTHWEST HIGHWAY SUITE 100 11 NEW FIRE LANE DALLAS,TEXAS 75220 BUILDING i 12 NEW DUMPSTER ENCLOSURE AND USED TIRE STORAGE SUIT LBJFREEWAY, 13 NEW COVERED VACUUM AND DETAILING / j�.' �,' / _'. \' ❑ SUITE 111100 STATION 14 NEW 8FT TALL CHAIN LINK FENCE TELEPHONE:7214273.1500 15 NEW 8FT TALL DECORATIVE METAL FENCE Gensler FAX: 214.273.1505 *�d' 16 TENTATIVE LOCATION FOR NEW °se \Bse 9,v TRANSFORMER ❑ 17 EXISTING 8FT TALL DECORATIVE FENCE 18 EXISTING LIGHT POLE FIXTURE / ✓ I 19 NEW FUEL TANK-12000 GALLON,32'z8'x8) "'°. '"�j/ ev @r •�� 20 LINE OF FUTURE BUILDING EXPANSION. Rao'-o• " / 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO o—=, ,/ �� START AT NORTHWEST CORNER OF SITE �r - { / ,� 22 NEW 12'-0"x 35-0"LOADING SPACE Issue 23 �.i \04 l`3� i j//j _ - / 3 0 /. — f` / / 23 NEW PLANTER � I Date __ ssue Issue Description ....I - �3 0. -o 24 EXISTING TRANSFORMER41 — - v At012162/2015SUBMISSION : j ° 27 NEW BIKE RAC26 NEW D VEHICLE DISPLAY/' 3/30/2015 CUP REVISIONS4/0 912 01 5 CUP REVISIONS 28 EXISTING 8FT TALL CHAIN LINK FENCE - ; R3�,, \(t1 29 NEW LIGHT POLE FIXTURE •'�"jt `c Y 5 z �o _ �C, �j� �J o o•, .� �� 30 EXISTING CURB CUT o� ° � ,�» ,-t �Z./ -5/ ,, of ��� �f c/, -i�� �O�� / �) 31 MAIN ENTRY _ 32 EXISTING LANDSCAPE '' ✓ �'f _ 33 EXISTING HANDICAPPED ACCESSIBLE PARKING STALL A� l j 34 EXISTING 8FT TALL CHAIN LINK FENCE _ 35 EXISTING ELEVATED VEHICLE DISPLAY Case Name:SEWELL VILLAGE BMW 36 EXISTING FIRE LANE Case Number.CU1W5 37 ENTRY TO SERVICE DROP OFF P% ; / / 38 EXISTING SIGN-25'-7"TALL X T-7"WIDE X Location:llN AND 1151 E.STATE HWY.114 THICK. Lo ' 39 EXISTING SIGN.28-6"TALL X 1 V-4"WIDE X 2'-D'THICK. - --- - / 40 CUSTOMER PARKING Mayor Date 41 EMPLOYEE I SERVICE CENTER PARKING ( j r 6) Secretary Date I - PLANNING AND ZONING COMMISSION i Chairman Date - Approval does not authorize anywork in conflict Wth any codes a 4 ordinances. , GENERAL NOTE) — Dept.of Development Services — i i9eall5i nature_ li A U.N.O.,UNDIMENSIONED RADII OF CURBS ARE L 8 2 0 B U.N.O.,DIMENSIONS ARE TO THE FACE OF �y„mac B A DIMENSIONAL CONTROL SITE PLAN-SE CURB TedK°Na,a ' ' SCALE: 1-30'-' ' C ALL ON SITE ELECTRICAL CONDUCTORS #13842 s t' ASSOCIATED WITHNEW CONSTRUCTION \ SHALL BE LOCATED UNDERGROUND D BARBED WIRE FENCING IS NOT PERMITTED. 0 410 912 01 5 3Ee y �, e pr E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. -Project Name EXHIBIT A Togo. BMW OF GRAPEVINE LEGEND Project Number Page of cZ0 -----BUILDING SETBACK LINE 27.6704.000 -- " EASEMENT Desoription DIMENSIONAL CONTROL SITE PLAN-BE ' - EXISTING CURB Scale - EXISTING LANDSCAPE/PERMEABLE AGGREGATE AS IndlCated --- ---- ---- -- -- - -- NEW LANDSCAPE/ ??" ..PERMEABLE AGGREGATE FIRELANE 4 OF 19 NOTE'.EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE 0 zozs 6—Is 0 7.515 30 60 FT \\gensler.ad\projects\RevitUserModels\10350\Sewell Grapevine-Site_10380.rvt SHEET NOTES 24 SEWELL 01 EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK rr rrr -- 03 NEW PRIVATE SIDEWALK BMW r rir r, r, r rr 04 NEW LANDSCAPE TYP / ..I, .._- t -. -. ...... ........ - // �ff], e �, 05 NEW HANDICAPPED ACCESSIBLE PARKING OF TMR18 � STALL i& GR"EVM s zr m 06 PROPERTY LINE 31-r 07 NEW SECURED GATE.8FT TALL MANUAL l SWING GATE WITH KNOX BOX. 1 111 East State Highway114 08 NEW ELEC OPERATED SWING GATE AND 1151 East State Highway 114 BARRIER ARMS.. Grapevine,Texas _ 09 W MO M GNTTSIIGN.AREA OF SIGNAGE. 55 0 r SEWELL AUTOMOTIVE COMPANIES - 10 NEW POST SIGN,AREA OF SIGNAGE:101 SUITE 100 ORTHWEST HIGHWAY SO.FT HEIGHT 40'-0" ti 01 ' ° suaolNG 1 t2 NEW TIRE STORAGETEER ENCLOSURE AND USED OAL TEXAS W LAS TE _ 1 Q ? j / 13 NEW COVERED VACUUM AND DETAILING SUITE61 FREEWA 5420 Y, TI E STATION DALLAS TX 75240 14 NEW 8FT TALL CHAIN LINK FENCEGen TELEPHONE: 214.273.1500 _ 15 NEW 8FT TALL DECORATIVE METAL FENCE sl FAX: 214.273.1505 30 r�\ 16 TENTATIVE LOCATION FOR NEW W TRANSFORMER 17 EXISTING 8FT TALL DECORATIVE FENCE U / �� �r� � 37 18 IXISTING LIGHT POSE FIXTURE / / --y 19 NEW FUEL TANK-BUILDING GALLON,EXPANSION. ') 20 LINE OF FUTURE BUILDING EXPANSION. 21 GUIDELINE FOR SITE LAYOUT ORIGIN TO ��/ =._I JJ ,'`,� "�',5;ss '� �r;;� r, �_ J r t`n _ START AT NORTHWEST CORNER OF SITE -i 22 NEW 12'l35'-O'LOADING SPACE Issue a Description Issu Issue Date e Z // —. 23 NEW PLANTER _ -_ _ 24 EXISTING TRANSFORMER U - s _ A 02/02/2015 CUP SIUBMISSION 5�, / .-1 26 NEW ELEVATED VEHICLE DISPLAY — �/ Ys� „ as<:�k..,2ks� i. 1 04 _ �. _.l -: ��� B 03/30I20151CUP REVISIONS I -. ,..r(�� a _ 28 EXISTING 8FT TALL IN LINK FENCE ---- I. �;%; 0/ 04 - 29 NEW LIGHT POLE FIXTURE 30 EXISTING CURB CUT C 04/D9/2015 CUP REVISIONS - � l'03 ° ' ''��" 31 MAIN ENTRY r,y -•I r ' r F ,-..� —{{ • �- -- // 2Q-1Ac,`!! bsP L'0 r \ 32 EXISTING LANDSCAPE 33 EXISTING'I ..,: ...... s,. k n k'' "- � / r- !� �.�-'` �o, ACCESSIBLE PARKING STALL .'-A ,'',' 34 EXISTING 8FT TALL CHAIN LINKINK FENCE \' .����', �__ •;xss ' sr7s s;ys _�'` � � �j /', - /ssP@ i\ b 35 EXISTING ELEVATED VEHICLE DISPLAY Case Name:8E4VELLVILLAGE BMW 36 EXISTING FIRE LANE /// Case Number:CU15-05 rri. r/r %�o ° . 37 ENTRY TO SERVICE DROP OFF �/ /�, _�_ �_�t.� �- ,,, �/ r yp 8 EXISTING TING SIGN.26'-7"TALL X T "WIDE X Location:1111 AND 1161 E.STATE HWY.114 � i� 1 —�- T �,- �� -' �. � �,ao c..o 2'-B'THICK. 39 EXISTING SIGN.28'-6"TALL X 11' WIDE X s z .�-' .. 2'-0"THICK.40 CUSTOMER PARKING ED Mayor Date 41 EMPLOYEE/SERVICE CENTER PARKING I -�-- A Secretary Date I � 1 i All „ PLANNING AND 20NING COMMISSION I I �P"�� Chairman y O�e Ali Approval does not authorize an work in conflict with an codes or ordinapnces. I r -..--"� > � - Dept.of Development Services \(ao GENERAL NOTES Seal/Signature _ , A U_N.Q,UNDIMENSIONED RADII OF CURBS ARE 2'0 c R y-o RC) 8 U N.O.,DIMENSIONS ARE TO THE FACE OF H 114 FRONTPG CURB Ted Kollaja -U C ALL ON SITE ELECTRICAL CONDUCTORS ti C ASSOCIATED WITH NEW CONSTRUCTION #13842 1 J SHALL BE LOCATED UNDERGROUND D BARBED WIRE FENCING IS NOT PERMITTED. '�� 0 410 912 01 5 Pw E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE �. '.. MET DURING THE PERIOD OF CONSTRUCTION. ,Project Name ' BMW OF GRAPEVINE DIMENSIONAL CONTROL SITE PLAN-SW LEGEND 1 Project Number SCALE: V=30'-P' -----BUILDING SETBACK LINE 27.6704.000 - -EASEMENT (Description DIMENSIONAL CONTROL SITE PLAN-SW 4 P EXISTING CURB EXHIBIT _..EX ISTINGLANDSCAPE/ Scale PERMEABLE AGGREGATE As Indicated Page Of NEW LANDSCAPE/ PERMEABLE AGGREGATE , FIRE LANE /AA00.53 5 OF 19 NOTE:EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE ®zoas Dual- 0 7.515 30 60 FT \\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine-Site_10380.rv1 - I ' I SHEET NOTES SEWELL 01 EXISTING PUBLIC SIDEWALK 02 NEW PUBLIC SIDEWALK BMW W T OF 03 NEW PRIVATE SIDEWALK ji 04 NEW LANDSCAPE,TYP �� - 05 NEW HANDICAPPED ACCESSIBLE PARKING T 7�--�{� STALL G EVINL -I��- 06 PROPERTY LINE - 07 NEW SECURED GATE.SIFT TALL MANUAL SWING GATE WITH KNOX BOX. I I I I East State Highway 114 32- 08 NEW EER ARMS. SWING GATE AND 115I East State Highway 114 BAR09 NEW MONUMENT SIGN.AREA OF SIGNAGE: Grapevine,Texas - 55 SQ.FT.HEIGHT:8'-0" 2g SEWELL AUTOMOTIVE COMPANIES ' 14 ', 14 10 NEW POST SIGN.AREA OF SIGNAGE:101 - SQ.FT.HEIGHT:40'-0" 3B60 W.NORTHWEST HIGHWAY SUITE 100 11 NEW FIRE LANE D 12 NEW DUMPSTER ENCLOSURE AND USED DALLAS,TEXAS 75220 12�P@'S (� c TIRE STORAGE 542D LBJ FREEWAY, 13 NEW COVERED VACUUM AND DETAILING SUITE 1100 17 zr-a' tr-e• STATION DALLAS TX 75240 b asP@s-men �� 14 NEW 8FT TALL CHAIN LINK FENCE Gensler TELEPHONE: 214.273.1505 15 NEW 8FT TALL DECORATIVE METAL FENCE tm-m n-m r"0' 16 TENTATIVE LOCATION FOR NEW s TRANSFORMER t - --- -- R �- 17 EXISTING 8FT TALL DECORATIVE FENCE - - -- e.o. .. 18 EXISTING LIGHT POLE FIXTURE Q. r------I 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'-O"x 35'-0"LOADING SPACE j 15s#ue - / l 23 NEW PLANTER _ e Description TYp-- - �� 24 EXISTING TRANSFORMER issue Date Issue 02/02/2015 CUP SUBMISSION 18. ��/ -- ---— // ;; �/ 26 NEW ELEVATED VEHICLE DISPLAY B 0311112115 CUP REVISIONS /// / /�/ / j/, 27 NEW BIKE RACK ����___� 28 EXISTING 8FT TALL CHAIN LINK FENCE C 04/09I2015 CUP REVISION6 29 NEW LIGHT POLE FIXTURE I� -`-- C 30 EXISTING CURB CUT 31 MAIN ENTRY 32 EXISTING LANDSCAPE 33 EXISTING HANDICAPPED ACCESSIBLE NG STALL ! Q 35 EXISTING TIING ELEVATED VEHICLE DISPLAY Case Name:SEWELL VILLAGE BMWi 36 EXISTING FIRE LANE () `� ---- _ / Case Number.CU15-05 , 37 ENTRY TO SERVICE DROP OFF i, I +----- —� /�// 38 EXISTING SIGN.25'-7"TAELX T-7"WIDEX Location:till AND 1151 E.STATE HWY.114 j I 2-8'THICK. _ W 39 EXISTING SIGN.28'-6"TALL X 11`-4"WIDE X i - _ — 2'-0'THICK. Z l' �� - '�20 --- --- - // 40 CUSTOMER PARKING Mayor Date = I — t 41 EMPLOYEE 1 SERVICE CENTER PARKING s L� f r__-_ �__�._ _____ - �- ______._T //,a BUILDING I i I f Secretary Date - — — - - PLANNING AND ZONING COMMISSION - �il I I I < Chairman Date Approval does not authorize any work in conflict with any codes or '_..ter _ DOrdinainces. 1 ��_ Dept of Development Services 1 � I GENERAL NOTES � r I a sP @ a-o EA `t�s, A U.N.O,UNDIMENSIONED RADII OF CURBS ARE I� - "-�---- ...____-- --] TrP .. ... ... ...., B DIMENSIONS ARE TO THE FACE F - I CURB D. C O eUH.DING3 fR C ALL ON SITE ELECTRICAL CONDUCTORS h a AA � ASSOCIATED WITH NEW CONSTRUCTION � 01.tq SHALL BE LOCATED UNDERGROUND c � j Ted Kollaja 4 .. ... .. .. i #13842 r ' D BARBED WIRE FENCING IS NOT PERMITTED. - E ALL REQUIREMENTS OF THE GRAPEVINE SOIL DIMENSIONAL CONTROL SITE PLAN-NW EROSION CONTROL ORDINANCE SHALL BE 0 410 912 01 5 Pd MET DURING THE PERIOD OF CONSTRUCTION. SCALE 1"=30'-D" > E OF Project Name SMW OF GRAPEVINE LEGEND Project Number EXHIBIT -----BUILDING SETBACKLINE 27.6704.000 -- - Paged - - -EASEMENT Description _. r DIMENSIONAL CONTROL SITE PLAN-NW "EXISTING CURB Scale EXISTING LANDSCAPE/ - -- -- - PERMEABLE AGGREGATE AS Indicated NEW LANDSCAPE/ ' .- ... PERMEABLE AGGREGATE FIRE LANE AAOO.54 6 OF 19 NOTE:EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE ®zozs.-1. 0 Z5 15 30 60 FT \\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine-Site_10380.rvt i SEWELL BMW OF Lumznaire' Schedule- Symbol Qty Zabel :, Lum,. Lumens SLF i Deserpt.ion<� .� Y.' HEIGHT GRAPEVINE ,.: . . ., .. .,_. ...... .. .. :_. -. . . . 52 su er-a uaflex ,2400k 1' 4" .0.900 STJPER-AQUAr LEX-240OK 1' 1.5 FT „ ;,;Ca3culation Surunarp .. . .. .. .,. .. ,.">. ... � .�-.. - 'i ,.abe1 "Oa1cT „^= 4t31 suffer aquaflex 2400k 473 ,... . p 900 f SUPE.R AQ6EIE.LR 2404K 2' . 0.5 FT L.' YPe Units .:Avg Max Min Avg/Min 94R I Rxist:A qg._ ... 24 FT 900 i locate@38 38 FT 1111 East State Highway 114 25 =�r-350 -nn0""-ems- e� ci zio 0 soo= o atecis� 16FT 1151 East State Highway 114 ..., , 779'7LEDOL>TA §91 0p0 3090de reel 20FT s ti97LRDOPr 991/ pOp , SQaeres 20Fr Grapevine,Texas !_ 4' 7397LE002'C 9917 I fl0'3 3@ 2D�'erees ., '20 FT ,. "7 3797LED0�1'D 991'1 '+ 00tt'2@ 80�+e reel 20 FT SEWELL AUTOMOTIVE COMPANIES GM—FP-250 PSMV—F—R35 '24 FT SUITE. —__-_. � ....-.. . . _._.-..._..,. ;,. ___ 2_.., ._..-... ._.. ...,_ _..,_. ....,.... 3860 W.NORTHWEST HIGHWAY 48 zilva-3000k 92 .. .. , .- „.__," ....1-5- 9 ,._ y- 3100 "863t244P7 5fi=12�"CS" - 0.5 FT ._..,<a suyez neon edge 27QOk. 575: 0 9Q tk,SAUVER NEON ETiGE .2706K 3FT 36 . � 6420 LBJ FREEWAY, SUITE 1100 LLAS 240 /► -*- ; .. __' .. OATX 7514 Gen sler TELEPHONE: 2 ,273.1505 "f-€�";�"+T""""" ---`—•--.-�.._.._.-- FAX: 214.273.1505 f A ---- « �, # Issue Date Issue Description A /020 2/2015 ICUP SUBMISSION v B 03/30/2015 iCUP REVISIONS i i 04/09/C 2015:CUP REVISIONS i ti s � 4 ---- ^ 5 Case Name:SEWELL VILLAGE BMW ' - - se Number.CU15-05 Location:1111 AND 1151 T'..,. � ,.. } ,.�.t, }.� E S ATE HWY.114 i j Mayor Date -- { w c — ---- 11, r,. t 1 Secretary Date °- ^•r'` PLANNING AND ZONING COMMISSION I Chairman Date Approval does not rk in conflict voth any codes or A ro authorize any I ordinances. Development ev ent Services Dept elopm Seal/Signature , " c t i I x.. #13842 .,, Ted Kollaja = r � C� a 1 « 4 04109/2015 k 0 m - --- — — ''. / BMW OF GRAPEVINE EXHIBIT . ( Project Name Pa ge ..�.Of F: Project Number : 27.6704.000 Description PHOTOMETRIC SITE PLAN-OVERALL 'Scale N.I. 7 OF 19 PHOTOMETRIC SITE PLAN—OVERALL 1 SCALE ®zea5�e~,te. 0 2 4 B 6 FT : 1"=100'-0" \\gensler,ad\projects\RevitUserModels\10380\Sewell Grapevine-SEe_10380.rvt ELEVATION CALCULATIONS-MAIN BUILDING TOTAL AREA OF ALL WALLS(EXCLUDING DOORS B WINDOWS) "I"',S.f. TOTAL AREA OF MASONRY/MASONRY EQUIVALENT 52,2325.F. TOTAL AREA OF NON-MASONRY/MASONRY EQUIVALENT 5,335 S.F. Sp EWE LL DIAGONAL HATCHING INDICATES MASONRY MATERIAL �—BLACK FILL INDICATES NON-MASONRY MATERIAL WHITE INDICATES 13LA7JNG/DOORS - - \ /OF MASONRY/ MASONRY!MASONRYEQUIVALENT 91 /OF NON-MASONRY!MASONRY EQUIVALENT 9°/• BMW.1 ti� ®1 \ \ \ SOUTH.ELEVATION rl{J TOTAL AREA OF WALLS(EXCLUDING DOORS 8VJINDOWS) 13585\ a.F. \ \ \ TOTAL AREA OF MASONRY/MASONRY EQUIVALENT 11 /^�,155 S.F. ,,(( 7�E 777� T� [� {J \/M 1111 East State Highway 114 NMI 1151 East State Highway 114 \ \ Grapevine,Texas SEWELL AUTOMOTIVE COMPANIES 3860 W.NORTHWEST HIGHWAY SUITE 1 TEXAS 75220 SUITE S, 5420 LBJ FREEWAY, SUITE 1100 DALLAS TX 11211 Gensler F�EPHONE: 214.273.1500 4.273.1505 E.I.F.S.(WHITE) CMU(PAINTED WHITE) METAL COMPOSITE ILLUMINATED BUILDING MOUNTED EQUIPMENT SCREEN METAL TRELLIS METAL COMPOSITE PANELS(METALLIC SIGN 50'-912x 5-212"AREA OF GALV CHAIN LINK (PAINTED GRAY) PANEL (METAL i /-E.I.F.S.(WHITE) GRAY) SIGNAGE:IN SQ.F7 GRAY) STEEL DGRAYCREEN / OPEN , 0 PAINTED GRAY) ,,.; ,., REVEAL,TVP. _ ,. y� _ / i � E.I.F.S(WHITE)-II�i ' / OPEN Issue # (Issue Date Issue Description i /_ �.. _ �. .xl—IBr 1 0 OP-0- ®✓'�6X \D2/02/2D BMISSIO L. k ¥ (^J�I`c�MCi" Cti�.,3' s �- ,. :�" I, METAL B iO3/30/2015,CUP REVISIONSN. 1 & G ��PAINTED GIRAY)'n C 04/09/2015 CUP REVISIONS Page of-ao PAID� ( MED , WHITE) rim. ( OPEN l E.LF.S.(WHITE) ALUMINUM AND GLASS `E.I.F.S.(WHITE) ALUMINUM AND GLASS-= METAL COMPOSITE PANELS--' --E.I.F.S.(WHITE) I-ALUMINUM AND GLASS �-E.I.F.S.(WHITE) OVERHEAD DOOR,TYP. CURTAIN WALL.TYR. (METALIC GRAY) CURTAIN WALL,TYP. i Case Name:SEWELL VILLAGE BMW BUILDING 1 (MAIN BUILDING)-SOUTH ELEVATION SCALE: 1116"=V-0" 1 'Case Number:CU15A5 s i ELEVATION CALCULATIONS.-MAIN BUILDING j Location:1111 AND 1151 E.STATE HWY,114 DIAGONAL HATCHING INDICATES MASONRY MATERIAL ---BLACK FILL INDICATES NON-MASONRY MATERIAL --_ WEST ELEVATION / TOTAL AREA OF WALLS(EXCLUDING DOORS 8 WINDOWS) iS,053 TOTAL AREA OF MASONRY(MASONRY EQUIVALENT 13,784 S.F. TOTAL AREA OF WON-MASONRY/MASONRY EQUIVALENT 1,269 S.F. Mayor Date MITE INDICATES _ GLAZINGIDOORS v — Secretary Date �\ NN i PLA ING AND ZONING COMMISSION , I Ch.i man Date - - A Approval does not authorize an PP y work in conflict Ynth any codes or ordinances. i ------------------------------------- -_ Dept.of Development Services r7 [Sealislgnature A.�tiG < �'y G L t .. 4 -� _ 1 ya --EQUIPMENT SCREEN- I - -AIR VENT(PAINTED GALV.CHAIN LINK I Ted KoOa 1a - ;)�>; I ri ._ METAL DRAIN& - WHITE) #13842 a DOWNSPOUT METAL DRAIN 8 "- E.I.F.S.(WHITE) T ""'" ------ '- (--CONCRETE r--CMU EQUIPMENT SCREEN- DOWNSPOUT CMU STRUCTURE (PAINTED WHITE) 04109l201$ 3 I*64 t (PANTED WHITE) CMU(PAINTED -METAL STAIRSIN(PA D j 1 --- __�--) WHIT1) (PANTED ... I .____--__- �T.-f t ___ �� _. ,I . GRAY) Proect Name BMW OF GRAPEVINE _- " OPEN "- E.I.F.S. )S.(WHITE) STEEL SOLAR SCREEN - METAL COMPOSITE PANELS OPEN OPEN OPEN (PAINTED GRAY) (METALLIC GRAY) -_.. Project Number_ 27.6704.000 _ CONCRETE RAMP ALUMINUM B GLASS S f ` CURTAIN WALL Description (BEYOND) ELEVATIONS-MAIN BUILDING E LF.S. ill -i-0 (WHITE) o Scale GLAZING ALUMINUM 8 GLASS E.I F.S.(WHITE) EL F.S.(WHITE) - GLAZING ALUMINUM 8 GLASS METAL COMPOSITE PANELS Q O� 1 ROLL UP DOORS CURTAIN WALL SYSTEM (METALLIC GRAY) AAOO.80 V BUILDING 1 (MAIN BUILDING)-WEST ELEVATION 2 ®2aasoeesior 0 4 B 16 32 FT SCALE: 1116"=i'-O,, \\ge nsler,ad\projects\RevitUserModels\10380\Sewell Grapevine-Site_10380.wt ELEVATION CALCULATIONS NORTH ELEVATION TOTAL AREA OF WALLS(EXCLUDING DOORS&WINDOWS) 15,549 S.F. SEWELL DIAGONAL HATCHING INDICATES MASONRY MATERIAL BLACK FILL INDICATES NON-MASONRY MATERIAL WHITE INDICATES GLAZINGDOORS ° \ \OfflM TOTALAREAOF MASONRY/MASONRY EQUIVALENT 16426S.F. TOTAL AREA OF NON-MASONRY/MASONRY EQUIVALENT 4235.F. BMW OF GRAPEVINE 1 ll 1 East State Highway 114 EXHIBIT TO acp e�6(6 ll51 East State Highway 114 Grapevine,Texas v �� �N. A�A �\\ �� �,w Page t® ®f � � SEWELL AUTOMOTIVE COMPANIES �\ W.NORTHWEST HIGHWAY SUIT ��� SUITE DALLAS,S,TEXAS 75220 5420 LBd FREEWAY SUITE 1100 DALLAS TX 75240 Gensler TELEPHONE: 214.273.1505 AIR VENT(PAINTED WHITE)_ �r METAL DOWNSPOUT OPEN METALLOLIVERWHIT PAINTED METAL c (PAINTED WHITE) t ROLL UP DOOR OPEN�\ - OPT OPEN I OPEN �01EN OPEN! OPEN OPEOPEN \ ! IsSue� _ # Issue Date Issue Description �� I A 02102I2015 CUP SUBMISSION r y B 0313012015 CUP REVISIONS h (PAINTED GRAY) —� ` _ -- C 04/09/2015 CUP REVISIONS i (PAINTED GRAY) OPEN E.I.F_S.(WHITE) GNU(PAINTED WHITE) CONCRETE STRUCTURE-J �Caes Name:SEIELLVILLAGE BMW BUILDING 1 (MAIN BUILDING)-NORTH ELEVATION ^/ 'Case Number:CUIS-05 SCALE: 1/16"=V-9" ` - Location:1111 AND 1151 E.STATE HWY.114 ELEVATION CALCULATIONS EAST ELEVATION v -7 7 TOTAL AREA OF WALLS(EXCLUDING DOORS&WINDOWS) 12,380 S F I Mayor Date 1 \ \ 7 TOTAL AREA OF MASONRY!MASONRY EQUIVALENT 11,1SS S.F. \ -WHITE INDICATES GLAZINGIDOORS \\ ) TOTAL AREA OF NON-MASONRY!MASON RY EQUIVALENT 1,213SF LL Secretary Date j J PLANNING AND ZONING COMMISSION BLACK FILL INDICATES NON. DIAGONAL HATCHING INDICATES ...��.�............. - V-- -�- \� \ MASONRY MATERIAL MASONRY MATERIAL ONE V� ,A Chairman Date Approval does not authorize any work in conflict Wth any codes or - ordinances. Dept.of Development Services SeaI/Si nature �r I R _ i CMU EOUIP SCREEN AIRE VENT(PAINTE ' 1 i (PAINTED WHITE) / WHITE) } Ted Kollaja � i CMU --CONCRETE EQUIP SCREEN Ifs r ` #13842 ---- OPEN (PAINTED STRUCTURE GALV CHAIN LINK E.LF.S.(WHITE) I WHITE) (PAINTED WHITE), - ? %p, ''.. .� -__- 04109015 -CMU(PAINTEDWHITE) QTF OF 1 E.LP.S.(WHITE)- I .. r--� ` ,Project Name BMW OF GRAPEVINE STEEL SOLAR SCREEN --E.I.F.S.(WHITE) GLAZING ----ALUMINUM AND GLASS -ILLUMINATED BUILDING MOUNTED I OPEN OPEN -' (PAINTED GRAY) CURTAIN WALL E F S(WHITE) SIGN SO'-9 1/7'x S 21I7 AREA _ OPEN OF SIGNAGE'.194 SQ.FT ( -- n - - Project Number METAL COMPOSITE OPEN r �— - -_ -- 27,6704.000 - PANELS(METALLIC GRAY) Description ELF.S.(WHITE) 6 MAIN BUILDING ........ ,..._ „,�, .,.v Scale ALUM)NUM AND GLASS E.I.FS(WHITE) AL UMINUMA14D GLASS ELF.S(WHITE) PA I NTED ROIL ALUMINUM&GLASS -- METALLOUVER ALUMINUM&GLASS EIF.S.(WHITE) GALVANIZED ROLL AAOOm 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 ELEVATION 1 C20a5G-1- 0 4 8 16 32 FT SCALE: 1116"=V-0" \\gensler.ad\projects\RevilUserModels\10380\Sewell Grapevine-Site_10380.rv1 DIAGONAL HATCHING INDICATES MASONRY MATERIAL�BLACK FILL INDICATES NON-MASONRY �WHITE INDICATES GLAZING/DOORS - - BMW 1 ♦♦ OF ELEVATION CALCULATIONS-CPO BUILDING TOTAL AREA OF ALL WALLS(EXCLUDING ODORS&WINDOWS) 6,619 S.F. "'^=y TOTAL AREA OF MASONRY/MASONRY EQUIVALENT 8,68'7 SF. �7'�I TOTAL AREA OF NON-MASONRY/MASONRY EQUIVALENT 932 S.F. G1 R /A��LPE,`�/11 \JE i/ 1 OF MASONRY/MASONRY EQUIVALENT 36% OF NON-MABONRYI MASONRY EQUIVALENT 14% SOUTH ELEVATION Highway TOTAL AREA OF WALLS(EXCLUDING DOOR$&WINDOWS) 31IS F. I I I I East State Ht hwa 114 TOTAL AREA OF MASONRY/MASONRY EQUIVALENT 69 S.. T b1,, ,1 TOTAL AREA OF NON-MASONRY/MASONRY EQUIVALENT 242 S.F. 1151 East State Highway 114 Grapevine,Texas b SEWELL AUTOMOTIVE COMPANIES 3860 W.NORTHWEST HIGHWAY ALUMINUM AND GLASS CURTAIN WALL METAL COMPOSITE PANELS(METALLIC GRAY) SUITE 100 XHiBIT T ®(t _014 DALLAS,TEXAS 75220 f 5420 LBJ FREEWAY, E.I.F.S. Page l� of ' .,..�. SUITE 1100 ( x -8� -..x .,£ .. (WHITE) DALLAS TX 75240 E.LF.S.(WHITE) _� ,cam{ '"\ ..-�,,' \ ��' \� �F Gensler TELEPHONE: 214.273.1500 I FAX 214.273,1505 REVEAL. BUILDING 2(CPO BUILDING)-SOUTH ELEVATION 1 Is SCALE: 1I8"=1'-0" sue# Issue Date Issue Description A j B 0023/I0320/l22015 CUP SUBMISSIO N 015CUP REVISIONS 1C 04/09/0 REVISIONS IIIAN13ONAL HATCHING INDICATES MASONRY MATERIAL WHITE INDICATES GLAZING/DOORS \\\\\\\�\ \-\ \ \ \\ \ \ \ \\ \ \\\ \ `\ \ \`\\ \ ..' ELEVATION CAICULAT10N5-CPO BUILDING \\ \ \ \., \\\\\ \\.\ \.\..�\.. \ ,7 WEST ELEVATION \\\\ \\\ \.`� \ TOTAL AREA OF WALLS(EXCLUDING DOORS&WINDOWS) 2,701 S.F. i..\..` �\. \\\\\ \ \\., \ \'� \ \\ \ \\�\ •..\\ \\\\\\\ \\\\ \ \\\\\\ \ \ TOTAL AREA OF MASONRY/MASONRY EQUIVALENT 2,707 S.F. TOTAL AREA OF NON-M ASONRY/MASONRY EQUIVALENT 0S.F. yAAA\�NA�yy,A\ \�\vA\� -- - — -- - .A\�—�-�—�AAA��`� A V�� � V v V Case Name:SEWELI VILLAGE BMW v\V �.A \ ti V��\\ 7 v vy;\ v v v VA V V• �v vVv A�. �V wA�wVAA v v v w v� A v ,Case Number,CU18-03 ��\,A\AVy� \��yy�AA,A� � �,.A •...I :A A iloca5on:1111 AND 1151 E.STATEHWY.114 v AAA - v Mayor Date i = \--METAL GATE(PAINTED WHITE) REVEAL,TYP.---\ E.I.F.S.(WHITE) Secretary Date PLANNING AND ZONING COMMISSION I OMU(PAINTED WHITE) \ Chairman Date ILI Approval does not authorize annancesin conflict Wth any codes or ordi �— Dept of Deve lopment Services ---ALUMINUM AND 9 I Sea11Si nature GLASS STOREFRONT Y y P, h BUILDING 2(CPO BUILDING)-WEST ELEVATION SCALE: 118"=V-0" Ted Kollaja #13842 N E. 0410912015 /rS4 ,qTL =OF Project Name -BMW OF GRAPEVINE -_- _- --- Project Number 27,6704,000 Description ELEVATIONS-CPO BUILDING Scale 0 10 OF 19 0 zoafi 6cos1er 0 2 4 8 16 FT \\gensler.adlprojectsVRevitUserModels\10380\Sewell Grapevine-Sile_10380.M i BLACK FILL INDICATES NON-MASONRY MATERIAL WHITE INDICATES GLAZING/DOORS DIAGONAL HATCHING INDICATES MASONRY MATERIAL SEWELL 1\ �[ \ \ - ELEVATION CALCULATIONS-CPO BUILDING B J� OF � NORTHELEVATION iiJJ \�\� \\\ \\ \ TOTAL AREA OF WALLS(EXCLUDING DOORS 8 WINDOWS) 1,591 S.F. \ \\\\\ \ \\\\\ TOTAL AREA OF MASONRY/NON-MASONRY/ MASONRY YIEQUIVA 1,247 S F GRAPE \\ TOTAL AREA OF NON-MASONRY/MASONRV EQUIVALENT 2475.F. VINE 1111 East State Highway 114 EXHIBIT TO OR®.A®1,J- 1151 East State Highway 114 Page �� of �® Grapevine,Texas 9 SEWELL AUTOMOTIVE COMPANIES STEEL COLUMN(WHITE) 3860 W.NORTHWEST HIGHWAY SUITE 100 DALLAS,TEXAS 75220 / E.I.F.S.(WHITE) �-METAL COMPOSITE PANELS(METALLIC GRAY) -E.LF.S.(WHITE) 5420 LBJ FREEWAY, SUITE I100 DALLAS TX 5240 �- 7 CMU Gensler FAX: NE: 214.273.15011 E.I.F.S.(WHITE) __- (PAINTED REVEAL,TYP. - ��__ -METAL LOUVERS (PAINTED WHITE) �-GLAZING Issue ! i # Issue Date Issue Description BUILDING 2(CPO BUILDING)-NORTH ELEVATION 1 --- — SCALE: l72/02/2015 CUP SUBMISSION B 03/30/2015 CUP REV ISIONS ___ C 04109/20t5 CUP REVISIONS DIAGONAL HATCHING INDICATES MASONRY MATERIAL �—BLACK FILL INDICATES NON-MASONRY MATERIAL �—WHITE INDICATES GLAZINGIDOORS / ELEVATION CALCULATIONS-CPO BUILDING �) ,I EASTELEVATION — — �\\ \\\\ \\\\\ \ \\'\ \\\��\ \�\ � '.,! TOTAL AREA OF WALLS(EXCLUDING DOORS 8 WINDOWS) 2,0165.F. Case Name:SEWELL VILLAGE BMW \ TOTAL AREA OF MASONRY!MASONRY EQUIVALENT 1,573 S.F. TOTAL AREA OF NON-MASONRY/MASONRY EQUIVALENT 443 S.F. ��� ����� Case Number.CU15-06 ���\.�• �� �� V ��� ����A`V Location:1111 AND 1151 E.STATE HWY.iid Mayor Date Secretary Date PLANNING AND ZONING COMMISSION ALUMINUM AND -� ;-E.I.F.S.(WHITE) ,--METAL COMPOSITE PANELS(METALLIC GRAY) ----GLASS CURTAIN WALL ILLUMINATED BUILDING MOUNTED -E.I:F.S.(WHITE) / SIGN 46 9'x S'-21/T'.AREA OF SIGNAGE'177 50.FT. ' Chairman Date E.I F.sWHITE _ Approval does not authorize an Work in conflict with an codes or _w ( pp ordinances. Y 1 I ) a I I (^ Dept.of Development Services P L REVEAL,TYP. �eallSlgnature 7{ �' I '-GLAZING Ted Ko11aJa #13842 a BUILDING 2(CPO BUILDING)-EAST ELEVATION 2 04m92015 "= 6, SCALE: 1/8 1'4' BMW OF GRAPEVINE -. - _--- 'Project Number 27.6704,000 Description, ELEVATIONS-CPO BUILDING - Scale 118 i-0 11 OF 19 0 2015 Ge Irr 0 2 4 8 16 FT \\gensier.ad\projects\RevitUserModels\10380\Sewell Grapevine-Site_10380,wt I � PROJECT DATA TABLE FOR BLDG 2 PROJECT DATA TABLE FOR BLDG 1 ALLpNABLE BUKRwG AREAPER aTORY eYOCCOPANCYTYPe. �v,..____�..___,.n..1>LAY'AalERta[DFKr h7+FA PFR8T4AY'8Y(�{ASP,€N'CVIYPE_� AYOCCOPANCY �__-___ VQQCuPPNCY A794C 8'4CC 5A 0CC 52.94£. d. BMW OF METAL CANOPY(PAINTED GREY) - OPEN TA8UU`RAREAT.50.9 9,5WS.F. M,W93.F. T' ' T 8 95 ,'{3Gx73.t' 4 0.Y13F YA�67SF -- sat�Is.E I zensf°s.6asSF.(REF.NOTESaELOMO 66.40 S.F.(Ran NOTESBE—)1W260 SF. 1111 East State Highway 114 1151 East State Highway 114 wliiiwi ;� Br) Aae»eel 'r aswsFtmmaz,lzsoerwsn —Trrsss lwsmPs+I A�Iw�eicneNntziWo sF iW.zso sW1 C+nsmusmbf.tl9 ". .tA I Grapevine,Texas Typet6� Ataxadepwp�tY{ -` I A?alxcAkuer m16937d8ertb rxaa. .+ _. A'szs+auo, sw`.7 sW><z - -� 3EO LL AUTOMOTIVE COMPANIES _ e�rlem MWZW ��IW•N airs---a, -.i AnnDaaJ.1tE #s Rtx M a.7a IFtr•-o. WraoAa-tAl+yyxi.wzls '" . "" SUITE 100 CMU SCREEN WALL(PAINTED GREY) m _. y �e:i DALCAS,TEXAS 75220 SY-Sf6a+ ,"�' iNSea Pt15x '(WI.Y ,-.:.-- - ,OVAl 5420 LBJ FREEWAY, PaotrosEo ewmiNGAaEq evaccuPANcv Tvve OVA,6.tNYtlZ9'NgtF•P y?5'A+ _ IX75 �tD pi5€767aa4iF{N IAt tly�itxm$ I SUITE 1100 TOTAL t7 €Ds�x:De�tGARE.+s't0eK0f•MCYTveE. /�► DALLAS TX 75240 . PYOGC. 8`flCC j &pgCC, f �t'p j ToyAt,. (.�ensler TELEPHONE: 214.273.1500 214.273.1505 TRASH ENCLOSURE-EAST ELEVATION FlRST FlAOR "ZSF. 9�,gF. °,mas.F. Gensler�r A Kg$1 FktNMi 1 � Mr1t85F � MY+tSF 9t1t 9£ , SCALE: 3/16'=V-0" 0�J 9E{,Y1SN1Ri1Q4 ?.N'13F � ib.33G3.E i �.�SF. ! 1 5� �--TOP RAIL *30 n�a}aooit r i ��t�sp. I �aisr�t o a MAx 1 —CMU SCREEN WALL(PAINTED GREY) METAL CANOPY / LINE POST _Ft%12TN rLOINi 1 u IgF I 550 35 VERIFY WITH MANUF s--.--{-. _r (PAINTED GREY) / T4HU. 7w8f, 54iA u 1*7168 1a, 8F 1 mm sF / _ CHAIN LINK MESH �._ ��__.___ .._._ _,..,.._. .„.�:�_._.._�.. ..-._...,:. -...,-,.,..�.„..� )SSl1is _- --"METAL GATE(PAINTED GREY) ' - '� /- h < 1 BUILDING IS FULLY SPRINKLERED,INCLUDING PARKING GARAGE- issue# Issue Date Issue Description _ OPEN INSIDE HWY RAIL MOUNTED ON \ j��;�� MATCHING F EASTINT HT � � ''x�<}'r �: t�^ B 0313012015 CUP REVISIONS � MATCHING EXISTING EXHIBIT ������ C 04/0912015 CUP REVISIONS f w TO CONCRETE FOOTING SLOPE FOR DRAINAGE D POST. Page of do LL (I K ml!J�j AROUN \` BOLLARD(PAINTED GREY) ;o'er I III III— I J'. AREA OF SIGNAGE: 101 SQ.FT. ----- Imo--------T Case Name:SEWELL VILLAGE BMW j -R'DIAM.MIN' Case Number:CU15-05 TRASH ENCLOSURE-SOUTH ELEVATION 10 !Location:1111 AND 1151 E.STATE HWY.114 SCALE: 3116-V-0" CHAIN LINK FENCE ELEVATION SCALE: 114"=V-0" 06 ay" ---- '-METAL CANOPY OPEN-- (PAINTED GREY) -----� MDaft \ \ STEEL PICKET I STEEL POST WITH CAP AT 1'-0" -- ---- - O.G.NOMINAL Secretary Date -.- - - -- VERIFY WITH MANUFACTURER�- \ 4 TYP 1 PLANNING AND ZONING COMMISSION STEEL RAIL QTV=a T F_Tr Tir_ J L J .r III Chairman Date i — GALV HWY RAIL MOUNTED ON INSIDE OF FENCE ATz FL 0'TO Approval does not authorize any YNrk in conflict Ylith any codes or CENTERLINE.PAINT TO MATCH CMU SCREEN WALL(PAINTED GREY) FENCE. 1 ordinances. J it �l I T�� � Dept of Development Services i CONCRETE FOOTING.SLOPE FOR _----- DRAINAGE AROUND POST. 1 1- - p ,.---------- ----- - �_III (I - III 1Seal/Signature I II III I I_III TRASH ENCLOSURE-WEST ELEVATION - i I I ' III �R RR� SCALE: 3116"=V-D" e -II II y+ FENCE FINISH TO BE BLACK U.N.O. SOT tq ry FENCE DESIGN ense0 ON 1_d' Ted Kollaja 1 AMERISTAR'S MONTAGE #13842 COMMERCIAL CLASSIC. 04102015 METAL CANOPY DECORATIVE FENCE ELEVATION 07 ------ SCALE: 114"=1'0" 1 T.ti (PAINTED GREY) Project Name BMW OF GRAPEVINE OPEN --AREA OF SIGNAGE: " 55 SQ.FT. Project Number 27,6704.000 Description I 7 DETAILS '.Scale As indicated ' S" - - CMU SCREEN WALL(PAINTED GREY) 9 i � � i3-8"` 12 OF 19 TRASH ENCLOSURE-NORTH ELEVATION 2 MONUMENT SIGN ELEVATION 08 POST SIGN ELEVATION 04 -a-S.. ...., SCALE SCALE: 114"=1'-0" SCALE. 1l4'=V-D' \\gensler.ad\projects\RevitUserMQdels\10380\Sewell Grapevine-Site_10380.rvt SYMBOL PROPOSED PLANT MATERIAL SYY^M-B�OL PROPOSED PLANT MATERIAL INTERIOR LANDSCAPING REQUIRED PROVIDEDSEWELL 49 EXISTING TREES ( _ -10%OF GROSS PARKING AREA 39,836 55,674 TO REMAIN 1�..../j 26 ORNAMENTAL TREE R ®� / I t TREE PER 400 S.F.OF REQ'D BMW OF y 0 EXHIBIT 8INTERIOR LANDSCAPE 100 100 10 GRAPEVINE ��11 T TT� 7 tt��TT� ' 14 4"CAL.MIN. 0 81 V HT.EVERGREEN SHRUB - G Fl e P N YIN Fi DECIDUOUS TREE Vl�l 1 L 1.1`!L PERIMETER LANDSCAPING 4"CAL.MIN. 1 TREE PER 50 L.F. — 69 Highway O 460 24"HT.EVERGREEN SHRUB 69 1111 East State H1 h 114 — - _ DECIDUOUS TREE 1151 East State HSg11Wa}'114 NON-VEHICULAR OPEN SPACE Grapevine,Texas 4"CAL.MIN. • 43 Na 91772 SEWELL AUTOMOTIVE — EVERGREEN TREE -AREA — COMPANIES 3860 W.NORTHWEST HIGHWAY -1 TREE/4,000 S.F. 23 39 SUITE 100 7 DALLAS,TEXAS 75220 _ — — -— — — — •— — — — — ..— SUITE 1&1100 A I Gensler TTEL:214.273 1500 II '. ' FA X:. �� 2142731505 I}: ......._ .......... j ..... HT.CHAIN LINK FENCE �`'� 8 HT.CHAIN LINK FENCE REFUSE J _� ..... _....... 1.-' ! LOCATION_ �,-.`L�D t .I f I _. ... �i(?QS,II .._.....'H TAL FENCE Issue ...... ...... Issue Date Issue Description H�CORATIVE D I ® _ -___ .,. _,... J 15 CUP SUBMISSIO -- - --- EX SWT TALL DECORATIVE . - "-T"-�- 1. HT.MANUAL SWING GATE `- Q MO75 CUP REVISIONSN _... _... FENCE_. - _.._.. _-_ ter, p4 C_ r0 X - - - - - - y "H'��•ct�r,"E" 8�7�"�'G�' ci i i � c F k I — — j J - T — [ ®�I�� -o���� rY v J 1HTCa se Name SEWELL VILLAGE BMW _... MTAD CE 8 t Case Number:CU15-05 CORATIV GATE( EN ; Location:till AND 1151 E.STATE HWY.114 10 , _.. ��mz. Mayor Date PROPOSEOST SIGN,HT.40'-0",D"P v�- Secretary Date - _ •---�, � � � � it I L 12 L.F.FROM PROPERTY LINE PLANNING AND ZONING COMMISSION , ro Cr Chairman Date W _.. ,rc 8 HT SE' 'Et! j f I GATE -- _—t x\ i�f Approval does not authorize any work in conflict with any codes or �� ordinances. Dept.or Development Services , SeallSignature � Irk LU —77 F 3 - L i `•s� z PROPOSED MONUMENT SIGN:HT. 8'-0 LOCATED 8 L.F.FROM PROPERTY'CINE ' � r _ Project Name BMW OFGRAPEVINE -0 RONA PGE 1 - A t• - y (Project Number _ 7.6704.000 , } EXISTING CADILLAC SIGN: LOCATED 24 L.F.FROM Description PROPERTY LINE CONDITIONAL USE PLANTING PLAN `"" l _'< - IRRIGATION SYSTEM TO BE t..-'j,. _ "" -�"' DESIGNED ANDINSTALLED TO Scale • STANDARDS 1"=50'-0" EXISTING CADILLAC SIGN; ae�.mwm i • LOCATED 12 L.F.FROM 'I7 - • PROPERTY LINE L.01 PL-1 13 OF 19 /4 Conditional Use Planting Plan r"r{ C 2oi5 ce�sle, 0 12.525 50 100 FT ;J1 V_ EWELL . ........ -,� CC)FE . ..... ............... 1 96.7 BMW OF 597 0 96. 597.... .......rx__2 96jo V, GRAPEVINE 1 11-71 JIL s 1111 East State Highway 114 0 7. 4.20 G 94.5 97 9 TO 97.9 G 97A, TIC 9T80 TO 11 40 6 10 4!0 do 1151 East State Highway 114 C 1112597 4V Grapevine,Texas G 23 R S,6 117.7. 21 a:71 .......... -1 t SEWELL AUTOMOTIVE COMPANIES .8.6 A 3860 W.NORTHWEST HIGHWAY A SUITE 100 ............... 0 TC DALLAS,TEXAS 75220 1 54 GTC 9..4 G 9a.. -C u Al G is ............ -5. 542 LBJ FREEWAY, 599 SUITE 1100 DIILIS TX 11241 TELEPHONE: 214.273.1500 Gensler "7� 958 ..58 -19 KRIL-- .65 FAX: 214.273.1505 4 X....... 531OH­stHI1R ad,Sfte1OO 11,11.1,T-11230 T.L(972)N14)0I1 F..(972)9914)278 98.15 BURY TB PE#RAUB TBPLS#F-10107502 CopydghtQ2015 9.5. ......... 99.75 saza r k9 =J "I , ­­ - 5.50 4 SERVICE AREA ­1 _­­1 .1 \" I FEE 591(75 IG J. G 9 TO 97.00 ua -D, ............... I�1,,ue late Issue Description FFECP509�75Tc C 02/02/2015 COP SUBMISSION 'K TO M.75 G 00.75 2 9 f__e as2 JEL-1 'j �7 T G 0.33 Case Name:SEWELL VILLAGE BMW T-6"­6 CAR FACILITY,'�TO 00.6 NEW "Or Case Number:CUIS-05 EXISTING TEE 130075 T"I""rffil DEALERSHIP FTIC_ii EXH on aw MK IBFT TO Location:1111 AND 1151 E.STATE HWY.114 T.1 I a, of 99.5 Page ..........TO TO nl N, TC 00 48 Mayor MIN 0� Date G TO 9994 TO 911'. TC M 3R TC 99.61 G W05 G 99.50 G Secretary Date _Z, F PLANNING AND ZONING COMMISSION 01.17 " TC 0­9 TC W.6� 00.67 N N 00.43 0073 00.". V 00,40 20 pl M. 00.20 Chairman Date Approval does not authorize any work in conflict with 0023 .TC ordinances. T', o T =71 TC 00,60 4 2o ;i To. 9,,.85 1 MOO G 9­ Dept.of Development Services G 01.00 TI Ilse G G 99 Se SeallSignature 1 0080 G 23� L) G_30 02,66 0,1D ........... 0 0- G 99.83. TC 9990 99.39 '14 ...... ....... 1001 [C C 11 14 G 00.25 CAUTION 1! 6 T, 1 99 CONTRACTOR IS TO CONTACT TEXAS ONE-CAU SYSTEM(I-BOO-2*5­4545)OR OTHER UTILITY �Pr ect Name Oi SERM LOCATING CES AT LEAST 48 HOURS PRIOR TO 1­213 CONSMUGOTON ACTIMHES.BURY,INC.IS NOT BMW OF GRAPEVINE G 99,78- TC-A RESPONSIBLE T A 996 FOR KING No ALL EXISTING UTILITIES IN THE PROJECT AREA NOR FOR DIEPITING THE EXACT LOCATIONS OF UTILITIES ON THESE s. DRAWINGS. !Project Number R0101426-30037 LEGEND Description F TOP OF CURB ELEVATION GRADING PLAN NOTE: G 599.62 GUTTER ELEVATION LANDSCAPE GRADE ScaleFINISHED GRADE ELEVATION SHALL NOT EXCEED A 3,1 1"=40' 4,­ SLOPE 2 TIN TOP OF CURB ELEVATION CONTRACTOR SHALL EXIS NO GUTTER ELEVATION EXISTING GRADE ELEVATION MATCH EXISTING GRADES AT ALL SAVICUT LIMITS. PROPOSED CONTOUR R EXISTING CONTOUR 1 -C1 .06 14 OF 19 ;7� 'G /-SILT�FiNCE- SET FrLN&i J L L IS E WIL, -4 C _ 1 -6- ��iiiiiIiliiiiil!!, r 7S .......... -------..... 71 -H, UP 7q 1 ­J BMW OF ..... .... .. IP GRAPEVINE Al Rf 115 1 Est tate I SILT FEI Sll FENCE I I I I East State Highway 114 � _ _ �, — `' \ a 597 4.0 0 4: 0 10 Urapeviane,S TexasHighway 114 I" 4V SEWELL AUTOMOTIVE COMPANIES 3860 W.NORTHWEST HIGHWAY SUITE 100 .... ------- di4 DALLAS,TEXAS 75220 -7- : GENERAL NOTES- 5420 LBJ FREEWAY, FT ]ON CONTROL SUITE 1100 111111 1 71241 1. t4 7m. REFER TO GENERAL CONSTRUCTION 4 29 SHEET 1-CI.02 "GENERAL CONSTRUCTION TELEPHONE: 214,273.1500 Gensl er 1, L NOTES,LEGENDCO NSTRUCTION AND ABBREVIATIONS'FOR THE FAX: 214.273.1505 GENERAL NOTES FOR THE X a o F PROJECT W 5310 Harvest Hill R-d.Suite 100 2Sil COMPLIANCE. THE CONTRACTOR Dallas,T---11230y K F, SHALL BE REWIRED TO COMPLY WITH THE�Q TeL(972)M­001 1 Fax(972)991­0278 ............. BUR-11 CONDITIONS OF THE STORM WATER POLLUTION TRIPS#F-1048 TBPLS If F-10107502 PREVENDON PLAN (SWP3) MILE CONDUO NO C.pyright C 2015 1 HIS ACTIVITIES ON THIS PROJECT. IN ADDITION SERVICE Rt.A TO CONSTRUCTING THOSE ITEMS INDICATED ON THE,PLAN SHEETS. COMPLIANCE WMN THE FFE SWP3 INCLUDES CONFORMANCE TO CERTAIN Y, PRACTICES AND PROCEDURES (IDENTIR IN DURING PROJECT CONS `C`TCN Issue ...... ...... .......... THE (SWP3) H CPO ARE A THE SWP3 PLANS AND DOCUMENTS THE I< FFE 59 75 PROVIDED FOR THE SOLE BENEFIT OF E III Issue Date Issue Description U, 2\- CONTRACTION AS A PLANNING TOOL FOR COMPLYING W TH THE I ENVIRONMENTAL _T _0151cuPsu-B—misslow— ............. REGULATORS OF THIS PIN R IP PROJECT. THE 6 (now CONTRACTOR IS EXPECTED TO P OVIDE, OT 03/30/2015 iCUP REVISIONS .. ......... FEEL E,­SILT Fill _41 EXPAND, SUBMIT AND MONITOR A FUEL 131 , 1. 1 i i i COMPREHENSIVE SWP3 BEYOND MAT IS HEREIN ILI PROVIDED. wr I DMP INSTALLATION: PRIOR TO B,I E P SILT FENCE J H 'R T COMMENCING GRADING OPERATIONS, THE L CONTRACTOR SHALL INSTALL ALL SWP3 MEASURES-0 DEVICES AS INDICATED ON THE AH --------- A 7-r- I q EROSION & SEDIMENT CONTROL PLAN. ALL tt Z� !,L F, Pl Sl SWP3 MEASURES AND DEVICES SHALL BE IN ILI ACCORDANCE WITH SPECIFICATIONS AND DETAILS SHOWN IN THE NORTH CENTRAL TEXAS 7 IUrIP 7 COUNCIL OF GOVERNMENTS CONSTRUCTION "BEST MAGMNT RAC - (BMP) TICES' BMP) Name:SEWELL VILLAGE BMW EXISTING CONTRACT 2 Case MANUAL.ORNA ASE MODIEFIEDP BY THE DOCUMENTS. NEW CAR FACILITY --�E -0,075 Case Number:015.05 A. CLEANNG. REPAIR AND MAINTENANCE.- DEALERSHIP THE CONTRACTOR SHALL REFER THE SWP3 To N' Location:1111 AND 1151 E.STATE HWY.114 FOR SEQUENCING OF STRUT CON CTION, INSTALLATION OF NEW EROSION CONTROL DEVICES ANO CLEANING, REPAIR AND MAINTENANCE OF EXISTING EROSION CONTROL DEVICES. THE CONTRACTOR REVISE, RL- SHALL RELOCATE AND/OR ADD DEVICES TO REFLECT Mayor Date ACTUAL SITE CO.ITIONS D AND TO ACCOMMODATE LOCATIONS FOR CONSTRUCTION TRAILER AREAS, STORAGE AREAS. FUELING AREAS, TOILETS, TRASH RECEPTACLES N AND WASHOUT AREAS, ANY ACCIDENTAL RE LEASE _Z, OF SEDIMENT OR POLLUTANTS FROM THE SITE e 7 ll �,J I Secretary Date �-_,_LT FEN SHALL BE CLEANED BY THE CONTRACTOR, FENCE PLANNING AND ZONING COMMISSION - ----- S. SITE Il LOCAT IONS SITE ENTRY L ALL AND EXIT LOCATIONS SIT BE MAINTAINED BY TH CONTRACTOR IN A CONDITION TPAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT V ONTO PUBLIC ROADWAYS. AL L S 'ET —--------- 7P !,I SPILLED,DROPPED,WASHED OR ACKEED'ONTO F Chairman Date PUBLIC ROADWAYS MUST BE I..-. IMMEDIATELY. MEN WASHING.1 VEHICLES .01 TE IR is J-�Z7= REQUIRED TO REMOVE SEDIMENT PRIOR TO I any codes or: ENTRANCE TO A PUBLIC ROADWAY, IT SHALL Approval does not authorize any work in conflict with ordinances. BE DONE ON AN AREA STABILIZED TH CRUSHED STONE MICH DRAINS INTO A. Dept.of Development Services APPROVED SEDIMENT BASIN, ALL FINES S --------------- IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL D BY THE CONTRACTOR A . 'Seal/Signature f 6. PROTECTION OF ADJACENT PROPERTY: E J(p CONTRACTOR SHALL ASSUME FULL LIABILITY t FOR DAMAGE TO ADJACENT PROPERTIES NI 1A AND/OR PUBLIC RIGHT-OF-WAY RESULTING ""! , FROM FAILURE TO FULLY IMPLEMENT AND EXECUTE ALL EROSION CONTROL ME AND Z PRO 0 AND SHOWN AND NOTED IN THE METHODS ANS CEDURESSWP3, 7. CAUTIN I! i0ella REvEGETATION: AT THE COMPLETION OF........... CONTRACTOR IS TO CONTACTO TEXAS ONE-CALL PAVING-AND FINAL GRADING OPERATIONS, ALL SYSTEM(1-800 245-4545)OR OTHER UTILITY DISTURBED AREAS SHALL BE VEGETATED IN LOCATING SERVICES AT LEAST 40 HOURS PRIOR TO ACCORDANCE WITH THE LANDSCAPE CONSIR TIM ACTIAPIES.BURY.INC.IS BIT ARCHITECTS*PLANS, IN AREAS NOT COVERED RESPONSIBLEFOR KNOWING ALL EXISMIC ITIIITI Project Name IN THE JE T AREA NOR FOR DEPICTING THE By LANDSCAPE PLAN,THE CONTRACTOR SHALL EXACT LOCATIONS OF UTILITIES ON THESE PROVIDE HYDROMULCH SEEDING AND/OR BMW OF-GRAPIEVINE SODDING FOR ALL DISTURBED AREAS (NOT N DRAW Gs. DESIGNATED TO BE PAVED) IN ACCO DANCE : CIO? SILT FENCE WITH ALL GOVERNING AUTHORITIES' V SPECIFICATIONS. Project Number SF Bull REM VAL THE -30637 CONTRACTOR SHALL R0101426 LEGEND AND SE OF ALL SEDIMENT BARRIERS D DISP R AN INLET PROTECTION AFTER - ------ W ETATION HAS BEEN COMPLETED AND ALL $F SILT FENCE E S HAW BEEN STABILIZED Description AR AS OF THE ITE EXHIBIT TO 69D olo(5-01(p AND a ACCEPTED Y TH E GOVERNING STRAW EROSION CONTROL LOG AUTHORITES AND THE DEVELOPER, EROSION&SEDIMENTATION CONTROL PLAN Page 7 1(0 of C2,0 11111111.SLOPE Scale INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE 1 -C1 .07 15 OF 19 X—X- TREE PROTECTION FENCE 8i - _:2 L JJJ, - >_ STA.0 .. - BEGI CONNECT To EXISTING 42•RCP `STA 4+52.97 SIM UNE A _- rr_.. xu _. _ .. I� 15'CURB INLET ._.. e - STA.}+23 78 STN UNE A END 42• ... - \ 4"FL= 516 L 1 BEGIN 19"RCP... 1d faL rb>q '� STA 0+4.8 ..- BMA OF STA 3+18.16 STM UNE A= 1192 _ I � i \ 418• STA, 1M _<To.L- STA 0+68.52 STM UNEA t STA 4+37 5f STM LINE'A' S88.13 FL= ` f = A o+00.00 S UT A-2.. - 8'R 250.00' fl � CT�pE� 42'7L42.45'WYE CONNECTION TA 0+00.00 STM UT A 1 T LINE"A"(PRIVATE 2 X30 0 TO 4 MQ 1111 East State Highway 114 n A 1 11 4s wYE coNNEcnoN STA s+ee.6e sTN uNESEND x _1S Highway 114 14 IS_" - STA 0+20.98 STM UT A-3'- S A +14.14 G 15'ACU+ .43 UT A `'+ \ tt 4D 20 80 ,Texas \ 1 40 -. .' STA 3+27.60 STN LAT-A-3 •STA 0+00.00 UT A J.1' d \., y: •- `'.Y TOP-594.50 ! 51 _- 1Grapevine, ,15 p East 30%10 45 COTE CONNECnO/ xEY A G STA 0+16.97 STM UT A-2' __l . ra a •ne _ - r"- ._._. r �..•' _ 360WLNORTHWESTOHIGHWAYCOMPANIES SEW ... -_ ..... _-_...- A o+23.99 STM UT A-3 eT END JD•RCP 4 4 DACLAI�AUTOMOTIVE 1 eAT T. 4• 1 MOT. BE AB _.� L r. "'- STA 3+51.50 STM UT A-J' r I LAT"A•3"(PRIVATE) BEGIN 27•RCP l FFIle F o o j CAUTION.!! S,TEXAS 75220 _... �� Fl- .07 .J. f m / 3f O xs £*':. CONTRACTOR IS TO CONTO r TEXAS ONE-CALL STA 1+13.89 STM ui'A-Y- _- --- --- :: t / 1L `a d' ,� SYSTEM(1-Boo-z4s-+sus OR on1ER unurr 5420 LBJ FREEWAY, 27 .......... ^ s _ 91. I LOCAA71NIG SERVICES AT LEAST 48 HOURS PPoIXi TD .ii - .: .. -.� -:c= I N SUITE 1100 r - -- - _ 42%1� 5 CONNECTION - a GT. /' , C RESPON9BLE FOR ACTIVITIES.BURY, UnunES DALLAS TX 15240 AREA ' : - - - -o'-=-'----- - - - - =� _ - O p o N,,. IpNIAcr LPORCAnars unu�nTHE �ON Gensler TELEPHONE: 214.273.7500 ._.. --- �- , ._ T ?:ONCRETE�PAVEMENT [ - TA,0+15.59 UT'A-3.1 - - - FAX. 214.273.1505 7\ .; 4 Ir.. .� Ic 'N ....., c `••� _- CT TO ROOF DRAIN \ :..,�.,> /,., / .a Q " CONNE �� r_ .'S "- ""' --f' - (REF.MEP PLAN FOR 1 7S1 - Wit 5310 HarvesX H 11 Road,Sure tOp CONTINUATION ST 0+2200 A 'STA. m LANDSCAPE DRNN d Avfi„,g ;y! �� *�r M F> Dal s T s 23( ORAWiNGS la, exa 75 0 __ ....._.. . 7 PLAN FOR CONi1NUAnON�APE -'" � - 2'c 2'CRATE INLET 'y p .LINE R (PRIVATE j.... ...STA 3+7292 STM UT A-3... ......... STA 0+15.48 LAT'A-J.3 "r'II j- ) a ) GENERAL NOTES-STORM DRAIN e.(sn)ss1m11 Fax ls7z)ssl oz7al END 24"RCP CONNECT TO ROOF DRAM `-- - ... 3 "1 9450 t) + ,-T�- ' TSPE IfF-t048 TBPLS#F-10107602 1 (REF.MEP PLAN FOR / LAT"A-2"(PRIVATE) r S - pv'ryT¢.4 t t F 1 CoPyn9hIQ2015 BEGIN 21•RCP Jt A ,° , 1. GENERAL CONSTRUCTION NOTES REFER TO SHEET t-CI.02 24•FL 591.07 CONTINUATION ( -- STA 0+3D.SB UT A-22 ), 0 BUR ._._ - SERVICE A-REA STA.1+18.95 STM UT'A-2' '~0 y I "GENERAL CONSTRUCTION NOTES. LEGEND AND ABBREVIATIONS" FOR ' END 42•RCP : j -•n; F - J�,, ".. �' ( THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. f ' '. w - _ 1 'i. STA.0+57.35 UT A 22' 0+0U $ggg .'# STA OOO STM NE'B' STA 5+51.J8 STM UT A-3 '.STA,+64.37 STTA UT'A-T- (' CONNECT TO ROOF DRAIN u STA 0+00.00 STM Ui'B 1 12 T t. .h 2 PROTECTION OF UTILITIES THE CONTRACTOR SHALL MAKE - - . ( M FOi * RB - s 1 , E:; NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL � ---� 24•XIr WYE CONNECTION / STA 0+00.00 UT'A-2.2'.._.. _ I LINE .ISSUe zo - -- " ASS' A CONTINI ON SINSSTA 0+18.66 STM B UTILITY POLES, FENCES, TREES, SHRUBS, GAS MAINS, TELEPHONE 12•FL-592.48 30•X8'45'WYE CONNECTION 9},7 ,(}: € ){` # I Issue Date _ Issue Description 24•FL -591.98 3 _ : E_ ?9 i]� ( :' ! LIT SERVICES, AND r - LL o - gTA Slue f 24• 8 C [ ) 11 �R596.00 F P: ALL CABLES, RLEU-11-ANDSSTRUCTURES BIOTH ABOW,AND BELOW THE i NRLCT. - . STA 1+91.14 SIM UT'A-2'-- -J STA 0+33.97 UT'A-23' 9 00 ^- GROUND. - STA 0+00.00 UT'A-2.J' Y x 2'GRATE INLET x. L `' +(• f C 02/02/2015 CUP SUBMISSION -- °-aFa¢ ' i STA.0+55.59 UT'A-3.4.1'- 30"%18.45'W1E CONNECTIONI IM �5 Y EE 3. PUBLIC STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE lI� STA 0+00.00 Ui'A-3.4.2' _.8.6 I 4. t ' - ^> t DRAWINGS,ALL PIPE FOR PUBLIC STORM DRAIN IMPROVEMENTS SHALL D 0 313 0/201 5 CUP REVISIONS - STA 0+2 7 / !ter ry F - ,2"z12'45'COTE CONNECTION ' - e, -- _- E REINFORCED CONCRETE PIPE(RCP),CLASS 111. -- 6.9 Ui'A 24' ... }} m z _ �. .... ... 12"R -593.07 [ 8"45 B D ? - +' wo STA 2+26.12 Stu UT A-Y- IS B Do LA UT'A-24', STA 0+50.27 UT'A-24' \ --- 4'} - 4. PRIVATE STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE DRAWINGS,ALL PIPE FOR PRIVATE STORM DRAIN IMPROVEMENTS SHALL o ... 30%8.45'WYE CONNECTION J �!' 1 I f F. M I ur - BE AS FOLLOWS: r _ 0000? % 'I STA Qt85.47 UT'A-3.41 - -58.9 ( GI'µ END 18•RCP - GREATER THAN 36.REINFORCED CONCRETE PIP LASS III EF.ME, BEGIN 8"PVC is a E(RCP) C CONTINUATICN '1 12'FL-593.17 STA 2+1%72 91M UT'A-2'- -; STA 0+00.00 UT'A-25' -- LDS 30"X10.45,WYE CONNECTION (- 15 LASS III OR S.FL =58 99 "I STA 2+9288 STM UT'A-2'-= / `�!� 't HIGH DENSITY POLYETHYLENE PIPE HDPE),(N-12 0+91 : - -- - _- _-_/:._ _ _ - / "THROUGH 36•: REINFORCED CONCRETE CP),CLASS l STA 0+00.D0 UT'A 2.8' r GRATE INLET Do "' -; ` -" ! :. 30•%18"45"WYE CONNECTION : _ 1 /; a THROUGH 12': POLYVINYL CHLORIDE PIPE(PVC),SOR-35,OR RIM ELEV.-599.0 I - �ME 41 d ^ HIGH DENSITY POLYETNYLENELPIPE HOPE, Ti STA.0+60.26 UT']A,-2 -- EC30• - 799 +" p \; ( ) N-t2 Case Name:SEWELL VILLAGE BMW 24•FL.5921 I -. R F CONNT TO ROOF ' •(REF.MEP PLA S. RCP JOINT SEALANT. REINFORCED CONCRETE PIPE JOINTS SHALL EXISTING o CO - %✓ '' // BE SEALED W H RAMNECK OR APPROVED EWAL Case Number:CU15.05 DEALERSHIP o F = STA 0+2475 F a� �. STA 0+26.14 UT'A-25' "L': S'CURB INLET .� ,-_,/ - �// S. GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN Location:tilt AND 1151 E.STATE HWY.114 f 4S I 18•=595. / 'v, �� STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT li _ + CONNECT TO ROOF GRAIN -A-2 ._ ✓' / CONNECTIONS. o " STA 3+94.60 STM UT (REF.MEP PLAN FOR STA 3+78.64 STM LAT'A-2'- CONnNVAnON 2 a 2 'CRATE INLET �: `irA 7. CONCRETE COLLARS CONCRETE COLLARS SHALL BE INSTALLED _STA.0+00.00 LAT'A-27' / .. .. 1, 1.{ tY =593 30•X8.45'WYE CONNECTION - - i ��-y9 / /;'_. � - S` ^°1.�'"' AT ALL CHANCES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE ' _EV t EI�F II, � ....JD'FIL -588.25 -1 'IN IYI'�dU / '�.`, PULLED IN EXCESS OF MAT RECOMMENDED DY THE CONDUIT Mayor Date ..'CO PA Mt 1 57A 0+74.75 UT'A-4.4' r- _ (ro�R2C��t f �,% / _ ( MANUFACTURER. T�1 -z.: I r CONNECT TO ROOF GRAIN STA 0+59.53 UT'A-27 _..._ / �` \\\ // /`/� f 8. ROOF DR NS THE CONTRACTOR RKAN CONNECT TO ROOF DRAIN I ' ' .1'O „ AI N SHALL COORDINATE THE IXACT ROOF PLANS FOR -rFOR _'i �. CONTINUATION FOR (REF.MCONTI EIR LAN - -- x , \\� �', r%-� , OOWNSPOUTOCONNECTIONS. END AND LATERALSCAP ROOF ED ANGLATERALS FIVE STA 0+77.868 ------ 45 I s 8 =5. '5 �� ��,.,�'%�� - (5) FEET FROM BUILDING AT 12" BELOW FINISH GRADE FOR Setr97a ---- -- - -Date III STA.0+23.67 UT'A-2.7' __- C ,� CONNECTION OF DOWNSPOUTS. Secretary STA 4+50.92 STM UT A-2 _ y' �/ 9. ADJUSTMENT OF STRUCTURES ALL STORM DRAIN STRUCTURES PLANNING AND ZONING COMMISSION w STA 0+58.37 UT'A-4.4 'Ii „ INCLUDING MANHOLES.INLETS AND CLEANOUTS MUST BE ADJUSTED TO 0 15 _ AIN PLACEMENT OF POPER UNFDANNGO AND YGRASS NG'ILNIRACTOR PRIOR TO,AND AFTER �{ TO 127 SD AS NECESSARY _ 4'� �Y F I I. STA 0+00.W S1M UT A 4 d __ /30 X21"45'WYE CONNECTION (REF.ARDCAAN PE ) Chairman Date INSTALL 5 LF OF 8" 0 68.I - - i E •. "J" PVC PIPE FOR LANDSCAPE ✓.'1t LAT"A-0"(PRIVATE)1. I' STA 4+54.92 S.I.UT'A-2 / / _ ----�- DRAINAGE REF.LSNDSCAPE/ ---- - -�� \EN uD 30 / - ;� Approval does not authorize any work in conflict with any codes or _ HARDSCAPr PUNS FOR - L 8727 R OO ''m•G� ordinances. GIP STA 0+00.1 LA A 44 i I '� !f-2 0000 / Development > w Dept.of elo men Services CONNECT TO RB IN 11 10 2 O / 0 - P P i CONTINUATION _ STA 0+07,07 UT'A-4.1' 51+0214 0 - . T5 2'xR2'CRATE e i� [Sea11Sl nature _ __ _ ..- --- f c�i I STA 0+20.08 UT'A-4.3' - 9...______... ._ 5 CURB INLET STA.3+44.22 STN UT A 4' ,r 18•FL=.. .00. 5'CURB INLET 'T �a STA t+20.18 STM UT'A-4 Q�JVK 1A Y - /i OF TE tTiL 9TA 0+00.00 IT A 4.7' 5 yyP ao / -y1P'(,••••• ••.•�Y.4SlNr ' .F. 21"X18.45'WYE CONNECTION CVtV�VGtVp�JO MpHI �A: !L'r2! STA 2+89.60 STM UT'A-4'- / / 21 =58992 SSA P-(0 H,,pMGp x EXHIBIT r /.. ...:.t.j STA 0+00,00 LAT'A-43' _. 'r.+'.., 71 5'C\eC /, /��V ,eq s.%..................IL l `-I 21'X18.60'WYE CONNECTION / '"� / /'/- l�Po'E" T // _P per( s �I .JCSHUA0..... MgLLSAP ... J �. 18•FL =591.57 si.,i�. _ 6Rk✓a A&/ 7,0:., 1 0,'�' STA.2+06.33 STM UT'A-4 - tl 9o'•. E4 + 21"FL -591.45 tr Ns i /STA.0+00.00 UT'A-4.2' N1N�3Sr0NAl a��^„ TD ono. 5 � ..:.` 3 21"%18"45'WYE CONNECTION $ P / f $$ STA.2+38.97 STM UT A 4 / 21"45 BEND i 59 -STA 0+07.07 UT A 42 Project Name 2'x 2'GRATE INLET�..-^ / - BMW OF GRAPEVINE - {{ RIM EIEV.-599 0 _ r� !Project Number - - .. .. - R070142630037 - --- t r_ r Description - E 3 e) STORM SEWER PLAN ESE }1- W - .Scale I _C1 .1 0 16OF19 a. LT I� I. INST. NO D210099132 rtrvClrvU(4YY.) 1'p 9090 r �y I - O.P R.T. .3I1_ I j WOOD FENCE-� .�.. n__ __ r,-._:;-�iP -a �-��. �. l it SEWELL N 8930'57'W 1098 03 A ...-- .-......M. ----- ---- --- N,. _. wW N ---- --- ------ --------- Y L a� BMW OF .. .._.... x - ( SFA O+OG00 SS LINE'A' � ' STRU 5'M H -- 1V Unu1Y EA , TCOi CT µ TILE 1 12'FL m 585.45 :N cAaxEr ,Sm s 6'FL a 5.69 RIM EL�594.00 TE _ s 1111 East State Highway 114 oa T'm B ss o 1.o4x _ a I m 40 20 4o ao 1151 East State Highway 114 MATCH PROP. m B%J TAPPING SLEEVE ��- CONTRACTOR SHALL VERIFY TIME �0 1•=40• Grapevine,Texas GRADE ;o CONDITION OF EXISTING WIN LINE PRIOR �+ y ♦ i i•DOMESTIC WATER To VM As D RN.ACE SAS BE GENERAL NOTES -UTILITIES REC&A µD REPLACED AS {:� INSTALL: METER NECEssARv. m SEWELL AUTOMOTIVE COMPANIES 1-8'Xa'TEE 2-1'90'BEND MSTAIL i, GENERAL CONSTRUCTION NO7ES: REFER TO SHEET 1-C1.02 'GENERAL 3860 W.NORTHWEST HIGHWAY 2-B'VALVES iB.98 S12 INSTALL TEE ♦ i-B'X2'TAPPING SLEEVE W INSTALL• $ CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS' FOR THE GENERAL ! 3 i-8'VALVE BYPASS 1-8'XIs TEE I X' CONSTRUCTION NOTES FOR'HE PROJECT. SUITE 100 _.__. INSTALL I I n I - i-2'IRRIGATION METER DNS:6 ESE 9 4 i-8'VALVE u ^ DALLAS,TEXAS 7522D 59 t-FH ASSEMBLY 3_ 2-8.45 BENDS ( - A OW PREVENTER$11 B X i-6•VALVE Y w 2 INSPECTION µD TESTING TE CONTRACTOR SHALL COORDINATE I i VALVE FL IX 8'SS 588.77 Q x i-6'VALVE FL PROP,!Y W e 59493 1-FH ASSEMBLY Sa I , I;_ wTNSPECnON AND TESTING WIT THE APPROPRIATE GOVERNING AUTHORITIES PRIOR ,: o Z TO BACKFIIUNG TRENCHES FOR ALL UTIUTIES. 5420 LBJ FREEWAY, AO.AI - - 91Y - - T u nuE -uE- -UE r I J m< 3. TRENCH COMPACTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUITE 7100 e _.......MATCH P STA.1+39.70 SS LINE'A' 'N S12 4 - 1'7 o W �OBTAINMG COMPACTION TO A MINIMUM OF 95%STANDARD PROCTOR IN AREAS � '✓ -5+00- 0 4+00 NSTALL S4 )o. �, '1 a DALLAS TX 75240 C CO151RUCT 8'WYE ,� -- dm IL OF PROPOSED AND FUTURE PAVEMENT AND ALL AREAS EXCAVATED AT THE W/CLEANWT c, -8'45'BENDS -- -� •5(. ��h a 8UILDING FOOTINGS FOR UTILITY SERVICE ENTRIES. TRENCHES WHICH UE MC' i* TELEPHONE: 214.273,1500 c.a<H"crv, O` 9' _ 78 OUTSIDE THESE AREAS SHALL BE COMPACTED TO A MINIMUM OF 90%STµDARO ( Gensler FAX 2142731505 6•FL- - -r-T----- CONNECT TO EXISTING c l0 587.14 r_` , 2+aa- -- - --1+00- - - - - o+�o !j 3 PROCTOR. ' o STA 1+53.63 5$LINE'A' `' sa 4 SS } Q m 8'WATER SERVICE L..I Sta 'STA 0+00.00 55 LINE'8' i J + S10 x CONVICTS: E CONTRACTOR SHALL COORDINATE INSTALLATION OF INSTALL: , ^ CONSTRUCT 8'WYE -CONSTRUCT STD 4'DIA ,�^�e_ INSTALL: UTILITIES M SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER 5310Haneat Ni"Road ERIK,100 1 8 X8 TEE , (':` W/�ANOUT \ DROP MµHq-E 4 1-12•XB•TEE n- •sww.« per.Q Dallas,Tex as 75230 6'FL a 587.29 •• _ DEPTHS ARES DRAIN D. IN THE Y SE OF A CONFLICT BETWEEN WATER ONES i 8 VALVf I s4 ' e R=SB8.50 2-/2'VALVES AND STORM GRAIN JIBE SANITARY SEWER PIPING,MANNER CONTRACTOR SHALLBURY Tel.(9]2)991-0Oti fax(9]2)991-02]8 - _ ... ti' PROP.GREASE TRAP INSTALL.- S11 .,.4 FL m 591.5_0 T ADJUST TE WATER LINE DOWNWARDS IN SUCH A MANNER SO THAT THE PIPE TBPE#F-t048 T LS#F t010]50 »T I (REFER TO MEP PLANS) i-8'X2'TAPPING SLEEVE I 4 I'L' MANUFACTURER'S RECOMMENDATIONS ON THE PIPE DEFLECTION AND JOINT " -- •-•= x, 1-V DOMESTIC WATER C I cns STA 0+21.14 SS LINE'B' V,O Cop4^9ht 020158P O so STRESS ARE NOT EXCEEDED. 8'VALVE ---- -- ------- ; ]STA,1+17,15 SS LINE'A' METER W/BACKFlON ANTI S7 CONSTRUCT 4 WYE «CON 6'FL-587.43 BYPASS LOCATED IN ,A V D-592T -C.�N .�ys„--x1'"�. 5. CONNECTION TO EXISTING UnUnES: TE CONTRACTOR SHALL VERIFY TE I � =me p �ar +j (REFER TO MEP PLANS BUILDING 4'FL a 59238 -..._- ««:F,.y ,: .p p 1 SIZE, TYPE,ELEVATION, CONFIGURATION.AND ANGULAnON OF EXISTING WATER, - 2 I FOR SANITARY SEWER 6g STA 0+29.94 SS LINE B( X - SANITARY SEWER ANTI UTILITY LINES PRIOR TO CONSTRUCTION OF TIE CONTINUATION) '\ CONSTRUCT 4•WYE d°P1`s MATERIALS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO £ W/CLEANOIT - zvp EXISTING FACILITIES DAMAGED BY HIS ACTIVITIE01 S. ISSUe CPO 4 FL=59275 8. WATER METERS: THE CONTRACTOR SHALL ACQUIRE BOTH DOMESTIC AND Issue Date Issue Description `�u ESE 599]5' F ITOµMEPPSEWERS1. BLOCK1 0rR wTE nsz j_.I IRRIGATION METERS FROM THE GOVERNING AUTHORITY. THE CONTRACTOR SHALL N } o i `L :ON ADDITION P T Sy ',5�'-"s « BE RESPONSIBLE FOR HAVING METERS INSTALLED IN BOXES AND CONNECTING _ - 1 CONTINVAnO1) A, SLIDE 4792 F4 ! cm PUSUC TO PRIVATEWATER LINES.ET G C 02102/2015 CUP SUBMISSION z P.R.T.C.7. MINIMUM COVER OF 4g, OF ALL WATER LINES SHALL BE INSTALLED WITH A D. 0 3130/2 01 5 CUP REVISIONS 7. PIPE COVER: TOP ' 3.00' MIN _ .� PRO°•GREASE TRAP EN 8. HORIZONTAL BLOCKING HORIZONTAL BLOCKING FOR WATER LINES HAS - ( I PRO'-GREASE TRAP LOT 2R, BLOCK 1 � (RETTR TO MEP PLANS) .�• 4 P li BEEN OMITTED FOR CLARITY, HOWEVER, BLOCKING SHALL BE CONSTRUCTED « (REFER 7T1 MEP PLµS) WALLCON ADDITION S] L'S QUICK STOP, Mo ,ACCORDANCE WITH THE GOVERNING AUTHORITIES 'STANDARD DETAILS'. ' ' IQ ono _ ' P.R.T.C.T. -1 T S �� iI. VOL.15098.PG. 89. I 'r "!- 9. TRUST BLOCKING THRUST BLOCKING SHALL BE CONSTRUCTED IN cU 1 x- ✓._:. l.. - -.R.T.C.T. {{{ z CABINET A, SLIDE 9232 - G _ D 1 , IY �t J 4 ( !i ACCORDANCE NTH LINE GOVERNING AUTHORITIES STANDARD DETAILS. DO NOT {y¢ - - COVER BELLS OR FLANGES NTH CONCRETE. TE CONTRACTOR SHALL REMOVE / Of m� 4.c EXISTING THRUST BLOCKING OR RESTRAINTS WHERE NECESSARY TO ALLOW THE Page WORK TO PROCEED,AND SHALL REPLACE THE THRUST BLOCKS WHERE REQUIRED. _ DG9R NIT (CALLED 15.404 ACRES ` �\ ( THE COST TO REMOVE. REPLACE OR PROVIDE TRUST BLOCKING SHALL BE P - SEWELL VILLAGE CADILLAC COMPANY, INC. \ wauOfD IN THE CONTRACT AMOUNT. LL > o cam' ! - o cl m I VOL. 14468, PG. 92 _- Io" .;� \ C: 10. ADDITIONAL BENDS: THE CONTRACTOR SHALL SUPPLY AND INSTALL ANY I D.R.T.C.T. ✓ J o ADDITIONAL BENDS PATH TRUST BLOCKING AND OTHER APPURTENANCES Case Name:SEWELL VILLAGE BMW a\ REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS �� �� y/',/P/f, X l+ TE CONTRACTOR MAY PULL PIPE AS NEEDED AT THE BENDS WHERE THE EXISTING m \ NEW CAR FACILITY -ut ut 1•--yY / DEFLECTION ANGLE OF THE PIPE DOES NOT MATCH THE ANGLE OF THE BEND (Case Number:CU15-05 FEE=600.75 .(`d: / / � PROVIDED THE PIPE DEFLECTION IS WITHIN TOLERABLE MANUFACTURERS OMITS. / �, THE COST FOR ADDITIONAL BENDS AND BLOCKING SHALL BE INCLUDED IN THE 6 /x DEALERSHIP s � �� i / « � / � CONTRACT AMOUNT. Location:1111 AND 1151 ESTATE HWY.114 // ' UE it, POLYETHYLENE WRAP: ALL VALVES,DUCTILE IRON AND CAST IRON PIPE, 1 { CONNECT TO 56 / k � // t-" a4,1�L(xwT z93 FITTINGS AND SPECIALS SHALL BE POLYETHYLENE WRAPPED.Ml - EkiSnNG FlRE UNE / oq .8. 12 ADJUSTMENTS: THE CONTRACTOR IS RESPON518LE FOR ADJUSTING ALL INSTALL: INSTALL• - 11" -- / /� MANHOLES. CLEANOUTS, VALVES, BOXES. VAULTS AND HYDRANTS TO FINAL Mayor Date 2-8'45'BENDS I 2-8•VALVES NOTE: '-------- ,• / j_ GRADE. THE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT. = 1-8'X 8'TEE CONTRACTOR SHAH \\ ` ✓� / ® S ❑ 1-6'VALVE PROVIDE A MINIMUM 2' 4y. \ //, _ / �" �" 11 MPURTENµCES ALL VALVES AND TITER APPURTENANCES ON ALL FIRE '-"-" "" - - -r" IA - VE7NnCAl SEPARATION AT A O t O PROTECTION LINES SHALL BE UL/FM APPROVED. THE COST SHALL BE INCLUDED IT--- f^"" CONNECT TO EXISTING pi k_ a IN THE CONTRACT AMOUNT L WATER SERVICE INSTALL - ,.,: I \si A�1220'26' THE PER14.MITTED AND APPROVED CONCTION DUCT T ALLGOVERNING AUTHORITIES TEORK: ALL FIRE PROTECTION S SRK MUST BE DEBAR FIRE -° LV 1-2•DOMESTIC WATER _.._.I�, II O r \ / /J' azP, 1317.40' o vL PERMITTED AND APPROVED BY THE GOVERNING AUTORIPES FIRE DEPARTIAENT. Secretary Date CON „ 1-Y DOMESTIC METER L.;` \ / / / /,„' rya5137'44'E ❑. PROTECTION LINES TO TE SATISFACTION OF THE FIRE MARSHALL FOR THE PLANNING AND ZONING COMMISSION 3 I : SERVICE \ mur INSTAW io # ( Ob'S i-FH ASSEMBLY _ �/ �a / ,' GOVERNING AUTHORITY AS WELL AS THE DEVELOPERS'INSURANCE CARRIER. SANITARY R PIPE: All PE IN 15. r' 16.90'BEND L "r' '✓ b,FAO\si i /�ca �:✓`.� •r�., -,.r / ©VALVE ACCCXOIRDNCE NTH I AAGINOSPEHCIFICATONS SEWER 3034I FOR SHALL4'THROUGH 015-,AND 1 \. JJ 1 F-879 FOR Chairman Date -F - ( ; /tA ,� 5� i6. WATER PIPE: ALL WATER MAINS 4 INCH THROUGH 12 INCH SHALL BE I • O S �,,. r{r CONNEC �•: --- --- TI PBt' 2 C-900 OR - 14). WATER MAINS 14 INCH TROUGH 36 INCH SHALL BE C © -905(De-ta). Approval does not authorize any work in conflict with any codes or --- L---"`- - - -- - -� ordinances. INSTEMAANc wATER A:,' SITE UTILITY NOTES P P INSTALL _ se - �"; Dept.of Development Services 2-8'VA BENDS 8•VALVE CONTRACTOR SHALL PROVIDE AND CONSTRUCT CONCRETE TRANSFORMER PAD PER ONCOR STANDARDS 't; AND SPECIFICATIONS. ONCOR TO PROVIDE PAD MOUNTED TRANSFORMER WITH 277V/480V, 3 PHASE 4 SECONDARY VERIFY EXACT LOCATION WIT ONCOR AND OWNER PRIOR TO ROUGH CONTRACTOR SHALL CONTACT ONCOR FOR ALL SPECIFICATIONS AND STANDARDS. ONCOR SHALL PROVIDE AND INSTALL (1) METER CAN. METER WILL BE LOCATED ON TRANSFORMER CONTRACTOR SHALL VERIFY EXACT LOCATION ANTI REQUIREMENTS NTH ONCOR AND OWNER PRIOR TO Liu ROUGH IN. ONCOR WILL SET METER ONCE REQUIREMENTS HAVE BEEN MET. yp E�F rFX9s�1' • <-i - / / `a Ja VGN JOO MPNI PROPOSED ROUTING OF ELECTRICAL PRIMARY. CONTRACTOR SHALL PROVIDE AND INSTALL (2) 4' ', -XAjl✓A 00 P eyp PRIMARY CONDUITS NTH PULL STRINGS FROM EXISTING POWER POLE TO TRANSFORMER PRIMARY li ' ` 1.--.--. ,• / j / i 5 P S 5 Fa j JOSHUA A MILLSAP r �SSPE N LEGEND: O ALL 90 BENDS SHALL BE STEEL SWEEPING ELBOWS. ONCOR TO PROVIDE PRIMARY CONDUCTORS AND J....."........ T i TERMINATIONS. CONTRACTOR SHALL CONTACT ONCOR FOR ALL SPECIFICATIONS AND STANDARDS. �,•L 100118 ;W¢ PROPOSED EROUTING OF PRIMARY SECONDARY INSTALLED PROVIDE AND INSTALL (3)04" I'I AtF EaF3Sf0eN LEF tir'y tE NT UTILITY LINE TO BE ABANDONED S4 SCHEDULE 40 PVC CONDUITS NTH CONDUCTORS FROM TRANSFORMER TO PROPOSED ME ER CAN ^ 313�5 U -' i_,,'svz '// :" __ ♦-1825'16' O CONTRACTOR SHALL VERIFY EXACT LOCATION AND REQUIREMENTS NTH ONCOR AND OWNER PRIOR TO OTLKI.I1317.40' ROUGH IN. // 423.55' CONTRACTOR SHALL ABANDON EXISTING WATER& Project Name _ ,... " CB-N 6720'35'E GAS METER,REGULATOR AND MAIN SHUTOFF VALVE NTH REQUIRED GAS DELIVERY OF%,XX%CFH TO BE BMW OF GRAPEVINE .------ / �� .+�-,- - WASTEWATER LINES IN PLACE.CONTRACTOR SHAH REMOVE PROVIDED AND INSTALLED BY ATMOS, ATMOS TO TIE METER AND REGULATOR TO GAS MAIN. REQUIRED ( CD m 421.73' S5 EXISTING LINES AND APPURTENANCES AS REQUIRED FOR O DELIVERY PRESSURE APPROX. 5 PSI AT DOWNSTREAM SIDE OF METER. REFER TO MEP PLANS FOR E" z s' _ y-A✓� /J CONSTRUCTIONOF SITE IMPROVEMENT,UNLESS OTHERWISE REQu1REo cns SERVICE slzE. _ Pa Tc.r. '� ^'c ONTRACTOR SMALL PROVIDE AND INSTALL 2" POLYETHYLENE GAS LINE WITH A REQUIRED DELIVERY of viii % NOTED. C 'Project Number 1 vR.i.ci S6 PRESSURE OF APPROX.5 LBS(REFER TO MEP PLANS FOR PROPOSED GAS SERVICE ROUTING AND LOAD --- --- --- _ REQUIREMENTS. VERIFY EXACT LOCATION NTH ATMOS AND OWNER PRIOR TO ROUGH IN.) R0101426-30037 a T REGULATOR AT B P PLANS F CONTRACTOR SHALL PROVIDE AND INSTALL GAS REGUL BUILDING(REFER TO ME LA 5 OR 57 , REQUIRED DELIVERY PRESSURE AT DOWNSTREAM SIDE OF REGULATOR). `• NOTE: Description mcNT 9-•�'""r `� ,.�� uzz,>sa,, e CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS coTancTOR SHALL PROVIDE AND INsrqu(3)a-SCHEDULE ao PVC CONDUIT NTH PULL PSTRIHONc FROM -UTILITY PLAN EXISTING TELEPHONE RISER r0 WITHIN 5'0" OF BUILDING WALL FOR UNDERGROUND TELEPHONE/FIBER 'o AND INVERT ELEVATIONS OF ALL EXISTING UTILITY LINES -% at+o na,uc[rvo.zo,>>, S8 SERVICES. ALL 90"BENDS SHALL 8E SWEEPING ELBOWS. CAP, STAKE, ANTI LABEL END OF EACTCONSULT, PRIOR TO CONSTRUCTION. i0 BE EXTENDED TO INTERIOR TERMINAL BOARD DURING BUILDING CONSTRUCTION BY CONTRACTOR g CAUTION!! CONTRACTOR SHALL COORDINATE SERVICE INSTALLATION NTH SEWELL AND FIBER PROVIDER PRIOR TO Scale CONTRACTOR IS TO CONTACT TEXAS ONE-CALL 1"=40 } i''\' S9 CONTRACTOR SHALL PROVIDE AND INSTALL PRIVATE 3"TYPE K Cu DOMESTIC WATER SERVICE SYSTEM(1-SERVICES AT LE)OR TITER PRIM UTILITY UTILITY COMPANY CONTACTS. O LOCATING TION ACT AT LEAST 4a HOURS PRIOR 10 --- P SHALL CONSTRUCTION ACTIVITIES.BURY,INC.IS NOT ELECTRIC ONCOR:HERB APPLE(81])355-7011 O MODIFIED BY SPRINKLER PRO'FOE AND TRACTOR INSTALL HYDRA UIC FIRE C�CULATIONS SIZE PRIOR TO INSTALLATION VERIFIED AND/OR - N RESPONSIBLE FOR KNOWING ALL EXISTING UnUTIES GAS ATMOS:ROBERT SHADDOX(817)359-1334 IN THE PROJECT AREA NOR FOR DEPICTING TE cn ov t Jz ,.-�--vivna SI EXACT LOCATIONS OF UTILITIES ON THESE WATER CITY OF GRAPEVINE:PAUL LEE(817)410-3144 O MODIiFIEO BY PRINKRACTOR LER�OONTRACTOORNHYORAVLICSTALL 6"FCALCULATIONSRE LINZPROR TOF O INSTALLATSNALL 8i0N,�RIFIED AND/OR - . 17 OF 19 DRAWINGS. SANITARY CITY OF GRAPEVINE:PAUL LEE 1817)410-3144 15 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. LOT 1, BLOCK 1 I 10'UTILITY EASEMENT JF4, I PARK PLACE MERCEDES ADDITION INST.NO.0210099132 Uj!n V� O.P.R.TC.T. 10.NO. EASEMENT IN51',OP.R.T.CY99132 R SUSO INST.N0.0210099132 G,R• 25 1 NSTR NIOp D2100991132T O.P.R.D.C.T. __��( I SITE i (( ;w _ Qh� I 20'BUILDING LINETEXAS 1/2•CIRF I INST.N0.D210 0 9 91 3 2 ( ( I NORTH CENTRAL ZONE,NA083 y LLL���� V 4' • DINA SYSTEM O&P ENG"FOUND I __ __ D.R.T.C.T. ( ( N 7,022,628:52 BEARS N 80'E,1.75' I -- -- �- ((-' -' I 1/2-1 NCH C.966 03 1 , IRS Q CIRS S 89'30'57'E 1098.02' APPROXIMATE SURVEY UNE LCM T ---------------------- _ MUSTANG OR O.P.R 10'UTILITY EASEMENT O .T.0 1l ID'SANITARY SEWER INST.N �� D2011]331 EASEMENT 10'U EASEMENT , T 1 Ed OWiERNAnavAl I VOL 13870,PG.287 INST.N0.D J31 AIRPORT - I D.R.T.C.T. O.P.R.T.C.T..C.T. I a t I 10'WATER EASEMENT 10'SANITARY SEWER •VICINITY MAP• I INST. P.R.T.C.T. - I EASEMENT ABANDONMENT (NOT TO SCALE) PARTIAL VOL 13070,PG.287 I:.,I - I MAPSCO N0.28P I (HATCHED AREA) AREA) D.R.T.C.T. `D Li6 (BY THIS PLAT) ABANDONED(HATCHED NI--I (BY THIS PLAT) 16 L24 4-,�,-e-,::,t.� .,;Tl-;-�i;;,.m t-- ..-`-1';...t,,,.-'*-• -,Y-�,.- {^'T" ACCESS EASEMENT '•:')''�'.':i, -'• INBT ND.D204151331 {{ O.P.R.T.C.T. 0 NORTH I t'L11"�-L1];tL19 1121 L23--7 r-L25ii; tt, ;.'t :':.`::;,;,t,: ,,t,:;,t -i•�::,t,:;','i'.._.i;' t; ABANDONED(HATCHED AREA) QQrc l' L72 „t L13 L18 I L22 w L26 I --- -1 -- -- --- -- L-- \-„ (By THIS PUT) w ,.t. J UR ORO531 w / •. \\� ao L31 --X� `'L33 34t' '1T'^ )tt,' (`' 37 - ----- M$RADA 1a0. 1 I ( . - ---- Lao \�I}Ezra Lizt La+ -t ") L Q a yyU1 A$S�RAc I w I ly 0(8Y THIS PLAT)PLAT NT 0\\ 7-- N38 (dT �--+ w1 t UL J 0_¢o J7 ,ter .,st':. cur•x• p F-� 10'WATER EASEMENT %, ^ SOUND 0 Z w (WA THIS PLAT) �- *r p Q w a ( I I 50 EASEMENCE56 i r W Q -- N 89'46'13'E 41]49' _ TY 2 INST.NO.R020,067331 v _ 10'UTIO EASEMENT 5 -_- •(', :% t., CAB.A.SLIDE 479 0...... I ---- tt', '.J P.R.T.C.T. ABANDONED(MATCHED AREA F ------, r ---- -- S 89'46'13"W 31971 ---- I I `, - ABANDCNED(HATCHED AREA) (BY THIS PLAT) W WATER EASEMENT I .. (BY THIS PLAT) I N ENT GRAPHIC SCALE IN FEET I INST.N0.D204157331 j ` CABINETUA,SLIDETY M47 2 m O.P.R.T.C.T. �'t SEWELL VILLAGE CADILLAC COMPANY, INC. P.R.r.C.T. r 0 25 50 75 100 I I VOL. 14468, PG. 92 D.R. I TC.T. F i$ a SCALE: 1"=50' ( I o l N i N \ I ELECTRIC EASEMENT I INST.NC.RD204157331 I I INST.NO,D2 0 41 57 3 31 I I 0 P.R.T.C.T. I PARTIAL ABANDONMENT O.P.R.T.C.T. I I L I I I f I (HATCHED AREA) ;I SEWELL VILLAGE CADILLAC COMPANY,INC. EASEMENT LINE DATA EASEMENT LINE DATA r 10'WATER EASEMENT 1 4-. (BY THIS PUT) (Br THIS PUT) -�"I INST. N0. D21 41 6 7 41 2 LINE N BEARING DISTANCE LINE A BEARING DISTANCE I ( I V��' • d O.P.R.T.C.T. I I � 5UR O CC •.T I Lt 589'46'13•W 16.44 L27 S4513.47-E 29.70' L2 N013'47"W 79.64' L28 N89'46'13"E 18.82' 0 o. o CAB I �5r`AN fjA� 1 BUILDING UNE N I I I A$cj'S .&0 P.R PA-T.C.T. CUT•X"FOUND(DM)4792 / L3 S89'46'13'W 8.92' L29 N013'47'W ' J V p0 ( I I •� ALUMINUM MONUMENT L4 N013'4'W 10.00' L30 N89'46'13•E 10.00' W I I I 10'UTILITY EASEMENT t / FOUND a m 3 INST.N0.D20.57331 BEARS N 55'E,1.5' L5 S89'46'13•W 30.30 L31 SO}3'47•E 8.0' =W I I ( `�J �1'i' O.P.R.T.C.T. H-� 10'UTLTY EASEMENT v L6 N013'47'W 1000' L32 N89'46'13"E 111.98 U.� < , 9\ \ :,'� ABANDONED THISTPLAT)CHED AREA) � CABINETP.R.T.C.T. 4792 /// L] N89'46}3"E 39.22' L33 N012'26'W 9.84' �0 0 -LID'WNO.RDEASE EASEMENT ,`t LOT 2R-1 BLOCK 1 wLL p l I I O.P.R.T.C.T Le N013'47"W 34.13' L34 N89'47'34 16.885 ACRES 'E 10.00' ry ml j / / Z m LJ �I v--I (735,528 SQ. FT.) A=bo13a I Ls1 L9 N4513'47'W 24]4' L35 50}2'26"E 9.83' �+ , L10 N0}3'4]'W 25501' L36 N89'46'13"E 133.45' �w� J LS�TL, RL=113]53 L11 94-W13"E 18.52' L3] 5019'2YE 10.00' ��� ) I CB=N 54'S027 E / GD=,3747 - HIBIT L12 N89'46'13"E 127 40' L38 889'46'13"W 288.41' , L3 I I I',. TO L13 N013'47'W 29.52' L39 N4513'47•W 29.70' I O 10 WATER UNE EASEMENT L14 589'46'13•W 13.31' L40 S89'46'13"W 334.06' j NI I ;� QUIT CLAIMED TO THE STATE OF TEXAS 10'PEDESTRIANPage 1 I 111 (STIPPLED AREA) ACCESS EASEMENT 00 Lis NO}3'47'W 10.00' L41 54446'13"W 1C24" I INST.NO.D2132217881,O.P.R.T.C.i. I I .':'' L45 AND :( (BY THIS PUT) L16 N89'402CE 23.31' L42 SD}3'47"E 246.73' I I L L46 CITY OF GRAPEMNE ORDINANCE N0.2013-31 /LS' i/2'CIRF L17 S013'47'E 39.52 L43 S4513'47"E 24.74' I / / L18 N89'46'13"E 89.83' L0 50}3'4]•E 127.91' 10' NO EASEMENT J I GENERAL.NOTES L19 N013'47"W 27.78' L45 N8946'13"E 6.44' I INST.OO.ROTC.T 5]331 LI e� Try eJ^SpOGE`1 Y / BEEAART IIN`5 SHOW HEREON AD )R REFERASED N EDL TO THE TEXAS STATE E PLANERTH T COORDINATEXAS SYSTEM (NORTH L20 N89'46'13"E 10.00" L46 SO13'47"E 10.00' = I 1' P Wt j / A-30'46'41" DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR OF 0.99985059653. CND'0?' R-1317.40' L21 S013'47'E 27.78' L47 N13'21'11"W 29.12' 3 w / L=707.30' THE SUBJECT TRACT OF LAND SHOWN HEREON LIES WITHIN ZONE X"UNSHADED,DEFINED AS'AREAS GE,-S 61'10'22"W DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOOPLAIN".AS IDENTIFIED BY THE FEDERAL L22 N89'46'13"E 71.37' L48 S13"21'11"E 27.97' I / "'CD-69&83' EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP NO. 48439CO120K, DATED n n i jS5 SEPTEMBER 25,2009.FOR TARRANT COUNTY,TEXAS AND INCORPORATED AREAS.IF THIS SITE IS NOT L23 N013'0-W 27.7B' L49 S7638'49'W 5.04' o o / AO' WTHIN AN IDENTIFED SPECIAL FLOOD HAZARD AREA,THIS FLOOD STATEMENT DOES NOT IMPLY THAT L24 NB9'46't 3"E 10.00' L50 NO'28'S>"E 11.86' I 10'WATER EASEMENT ' THE PROPERTY AND/OR THE STRUCTURES THEREON WIl BE FREE FROM FLOODING OR FLOOD DAMAGE. I N INST.N0.0204t57331 THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. L25 S0'13'47"E 27.78' L51 S37'59'00"E 10.00' � OYA.T.C.j / '/ P•t „�Q A� L26 N89'46'13"E 23.75' I L48 / N�GtV'N J�GE owl 10'WATER EASEMENT N a9 ,, jP(EO SEPog;c R. I _( INST.OP.R.T.0 T57331 TEXAS COORDINATE SYSTEM ( _ NORTH CENTRAL ZONE,NA083 N=7,027.825.86 I ( 1/2"CIRF(CM) L REPLAT LEGEND E=2,408,87147 ( V" NF IRON ROD FOUND 15 BAp�pEU9232 �BMON WALLCON ADDITION CIRF 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP POINT of Gpe RT�Ti _ LOT 2R-1, BLOCK 1 STAMPED"NUM"FOUND(UNLESS OTHERWSE NOTED) 1. UTLITY EASEMENT OP. 1-�' 10'PEDESTRIAN ACCESS EASEMENT INST.N0.020a15>331 _�'� INST.N0.D204157331 CIRS 5/B-INCH IRON ROD WTi YELLOW PLASTIC CAP BEGINNING ( O.P.R.T.C.T. ' O.P.R.T.GT. n STAMPED'BURY"SET BEING A REPEAT OF ANON ALUMINUM MONUMENT FOUND LOT 1,BLOCK 1 WALLCON ADDITION F.. BRASS MONUMENT FOUND .��-��- S 75'38'49"W Preliminary o DEED RECORDS OF TARRANT COUNTY,TEXAS 1/2'CIRF l' ROnDDWAYBLEASEMFNT 378.96' This document shall not be CABINET A,SLIDE 4792 P.R.T.C.T.$ O.PpR?D.C.T. OfTICIAL PUBLIC RECORDS TARRANT COUNTY,TE%AS NOW(CM)I 1/2 IRF INST.O.P.R.T UC T15>33t ( AREAS recorded far any purpose. LOT 2R,BLOCK 1 WALLCON ADDITION r (CM) CONTROL MONUMENT BMON For Review Purposes Only CABINET A,SLIDE 9232 P.R.T.C.T. " voL.,Pc. v ME.PACE David J. DOW&dt, R.P.L.S, P JN 50'4009. W 1D'WATER LINE EASEMENT TOTAL PLATTED AREA = 735,528 SQ. FT. AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY,TEXAS E INST,N0. INSTRUMENT NUMBER 29 22' A-3V5'10• RE tl'Oti00 NO. 5066 vOL.13670,PG.286 R 1770.86' M so.Fr. SQUARE FEET D.R.r.cT. March 20, 2015 SITUATED IN THE ISAIAH BYRD SURVEY,ABSTRACT NUMBER 120 L=95.38' R.O.W. DEDICATION AREA 0 SQ. FT. TYP, TYPICAL CB-S 78'02'06•W 1 LOT- 16.885 ACRES R.0 W. RIGHT-OF-WAY CD=95.37' NET PLATTED AREA = 735,528 SO. FT. ZONED PCD/CC PROPOSED EASEMENT DEDICATIONS = 12,609 SQ. FT. OWNER: SURVEYOR: MARCH 2O15 - t SEWELL VILLAGE CADILLAC COMPANY,INC. BURY-DFW,INC. PROPOSED EASEMENT ABANDONMENTS =28,969 SQ. FT. 3660 W.NORTHWEST HIGHWAY 5310 HARVEST HILL 246.06 HIGHWAY ACCESS DENIED SUITE 100 SUITE 100 18 OF 19 DALLAS,TEXAS 75220 DALLAS,TEXAS 75230 CAB.A. SUDS 9232,D.P.R.T,GT. "(AREAS DO NOT INCLUDE EXISTING EASEMENTS) - CONTACT: JOHN O'CONNOR (972)991-0011 (214)902-2200 CONTACT: DAVID J. DE WEIRDT,R.P.L.S. TBPLS FIRM NUMBER 10107502 THIS PLAT FILED ON N INSTRUMENT NO, SHEET 1 OF 2 `? * OWNER'S CERTIFICATE "! HAVE REVIEWED THE CRY'S E1NDINGS CONCERNING DEDICATIONS AND 1 00 AGREE THAT THE * SURVEYOR'S CERTIFICATE STATE OF TEXAS $ STATEMENTS ARE TRUE AND CORRECT.' COUNTY OF TARRANT $ THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS, AND 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 WHEREAS SEWELL VILLAGE CADILLAC COMPANY, INC. IS THE OWNER OF A 16.885 ACRE TRACT OF RESOLUTIONS OF THE CITY OF GRAPEVINE,TEXAS. 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 LAND SITUATED IN THE ISAIAH BYRD SURVEY, ABSTRACT NUMBER ON CITY OF GRAPEVINE, WITNESS MY HAND THIS THE DAY OF 2015. REGULATIONS OF THE STATE OF TEXAS AND THE CITY OF GRAPEVINE. TARRANT COUNTY TEXAS AND BEING ALL OF LOT 1, BLOCK i 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.O.T.) AND BEING DESCRIBED TO SEWELL VILLAGE CADILLAC COMPANY, INC. IN THE SPECIAL WARRANTY DEED RECORDED IN FOR SEWELL VILLAGE CADILLAC COMPANY, INC. INSTRUMENT NUMBER D214167412, OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS (O.P.R.T.C.T.), AND BEING ALL OF LOT 2R, BLOCK i OF WALLCON ADDITION, AN ADDITION TO THE DAVID J.DE WEIRDT DATE Preliminary CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 9232, REGISTERED PROFESSIONAL LAND SURVEYOR y P.R.T.C.T. AND BEING DESCRIBED TO SEWELL VILLAGE CADILLAC COMPANY, INC. IN THE SPECIAL OWNER TEXAS REGISTRATION NO. 5066 This document shall not be WARRANTY DEED WITH VENDOR'S LIEN RECORDED IN VOLUME 14468, PAGE 92, DEED RECORDS OF BURY-DFW, INC. recorded for any purpose. TARRANT COUNTY, TEXAS (D.R.T.C.T.), SAID 16.885 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: For Review Purposes Only TITLE David J.DeWeiret, R.P.L.S. BEGINNING AT A 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED YJDM"FOUND FOR THE Registration No.5066 MOST WESTERLY SOUTHWEST CORNER OF SAID LOT 2R, BLOCK 1, AND BEING THE NORTHWEST March 20,2015 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); STATE OF TEXAS $ COUNTY OF DALLAS § THENCE NORTH 00'13'47'WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF MINTER'S CHAPEL BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY STATE OF TEXAS $ ROAD A DISTANCE OF 812.06 FEET TO A TO A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP PERSONALLY APPEARED KNOWN TO BE THE PERSON WHOSE NAME IS SUBSCRIBED COUNTY OF DALLAS § STAMPED 'BUBY'SET FOR THE NORTHWEST CORNER OF SAID LOT 2R, BLOCK i SAME BEING THE TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE SOUTHWEST CORNER OF LOT 1, BLOCK 1 OF PARK PLACE MERCEDES ADDITION, AN ADDITION TO PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY THE CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN INSTRUMENT NO. D210099132 O.P.R.T.O.T. AND FROM WHICH A 1/2-INCH IRON ROD WITH PLASTIC CAP STAMPED PERSONALLY APPEARED KNOWN TO BE THE PERSON WHOSE NAME IS SUBSCRIBED / GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE_, DAY OF 2015. TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE D210 9913BEARS NORTH AN WEST, A DISTANCE OF INC FEET; PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. THENCE SOUTH 89'30'57"EAST ALONG THE COMMON LINE OF SAID WALLCON ADDITION AND SAID GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE DAY OF 2015. PARK PLACE MERCEDES ADDITION, A DISTANCE OF 1098.02 FEET TO A 1/2-INCH IRON ROD WITH NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS YELLOW PLASTIC CAP STAMPED 1JDM'FOUND FOR THE NORTHEAST CORNER OF SAID LOT 2R, MY COMMISSION EXPIRES 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); NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES THENCE SOUTH 00'19'22"EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE, AT A DISTANCE OF y 177.67 FEET PASSING A CUT "X"FOUND FOR THE MOST EASTERLY SOUTHEAST CORNER OF SAID EXH1 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 AVIGATION RELEASE f 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 STATE OF TEXAS § CURVATURE OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS COUNTY OF TARRANT § 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: 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. SOUTHWESTERLY WITH SAID CURVE TO THE RIGHT, AT AN ARC LENGTH OF 283.74 FEET PLANNING&ZONING COMMISSION: PASSING A 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NDM"FOUND FOR THE NOW THEREFORE, IN CONSIDERATION OF THE SUM OF ONE AND 00/100 ($1.00) DOLLAR AND OTHER SOUTHWEST CORNER OF SAID LOT 1, BLOCK 1 SAME BEING THE MOST SOUTHERLY GOOD AND VALUABLE CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH IS HEREBY FULLY DATE APPROVED: SOUTHEAST CORNER OF SAID LOT 2R, BLOCK 1, CONTINUING IN ALL THROUGH A TOTAL ACKNOWLEDGED AND CONFESSED, OWNER DOES HEREBY WAIVE, RELEASE, REMISE AND QUITCLAIM TO CENTRAL ANGLE OF 30'45'41" FOR AN ARC LENGTH OF 707.30 FEET, A CHORD BEARING THE CITY OF GRAPEVINE, IN E, TARRANT COUNTY, TEXAS, THE DALLAS-FORT WORTH TERNATIONAL AIRPORT CHAIRMAN: SOUTH 61'10'22- WEST AND A CHORD DISTANCE OF 698.83 FEET TO A 1/2-INCH IRON ROD BOARD, THE CITIES OF DALLAS, TEXAS AND FORT WORTH, TEXAS, THEIR SUCCESSORS AND ASSIGNS, WITH YELLOW PLASTIC CAP STAMPED 'NDM"FOUND FOR THE END OF SAID CURVE; 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 SECRETARY: SOUTH 7638'49"WEST, AT A DISTANCE OF 107,33 FEET PASSING A BRASS HIGHWAY BY REASON OF THE PASSAGE AND FLIGHT OF ALL AIRCRAFT IN THE AIR SPACE ABOVE OWNER'S MONUMENT FOND, CONTINUING IN ALL FOR A TOTAL DISTANCE OF 378.96 FEET TO A PROPERTY ABOVE THE HEIGHT RESTRICTION AS PRESENTLY ESTABLISHED BY ORDINANCE NO. 73-50 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 'NDM'FOUND FOR THE POINT OF FOR THE CITY OF GRAPEVINE, KNOWN AS THE AIRPORT ZONING ORDINANCE OF THE DALLAS-FORT GRAPEVINE CITY COUNCIL: CURVATURE OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH WORTH INTERNATIONAL AIRPORT, TO AN INFINITE HEIGHT ABOVE SAME, WHETHER SUCH DAMAGE SHALL BEARS NORTH 1330'29"WEST, A DISTANCE OF 1770.86 FEET; ORIGINATE FROM NOISE, VIBRATION, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND ALL OTHER DATE APPROVED: EFFECTS THAT MY BE CAUSED BY THE OPERATION OF AIRCRAFT, LANDING AT, OR TAKING OFF FROM, SOUTHWESTERLY WITH SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 03'05'10" OR OPERATING AT OR ON THE DALLAS-FORT WORTH INTERNATIONAL AIRPORT. MAYOR: FOR AN ARC LENGTH OF 95.38 FEET, A CHORD BEARING SOUTH 78'02'06" WEST AND A THIS INSTRUMENT DOES NOT RELEASE THE OWNERS OR OPERATORS OF AIRCRAFT FROM LIABILITY FOR CHORD DISTANCE OF 95.37 FEET TO A BRASS HIGHWAY MONUMENT FOUND FOR THE CITY SECRETARY: SOUTHERLY END OF THE AFOREMENTIONED CORNER CLIP AT THE INTERSECTION OF SAID DAMAGE TO PERSON OR PROPERTY CAUSED BY FALLING AIRCRAFT OR FALLING PHYSICAL OBJECTS NORTHERLY RIGHT-OF-WAY LINE NTH THE EASTERLY RIGHT-OF-WAY LINE OF MINTERS FROM AIRCRAFT, EXCEPT AS STATED HEREIN WITH RESPECT TO NOISE, FUMES, DUST, FUEL, AND CHAPEL ROAD; LUBRICANT PARTICLES. IT IS AGREED THAT THIS RELEASE SHALL BE BINDING UPON SAID OWNER AND HIS HEIRS AND ASSIGNS, THENCE NORTH 50'40'06"WEST ALONG SAID CORNER CLIP, A DISTANCE OF 29.22 FEET TO THE AND SUCCESSORS IN INTEREST TO SAID PROPERTY; AND IT IS FURTHER AGREED THAT THIS POINT OF BEGINNING; 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. CONTAINING A COMPUTED AREA OF 735,528 SQUARE FEET OR 16.885 ACRES OF LAND. EXECUTED AT DALLAS, TEXAS, THIS_DAY OF , 2015. NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, FOR SEWELL VILLAGE CADILLAC COMPANY,INC. THAT SEWELL VILLAGE CADILLAC COMPANY, INC, DOES HEREBY ADOPT THIS PLAT OF WALLCON 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 OWNER SHOWN HEREON. THE EASEMENTS SHOWN HEREON ARE HEREBY RESERVED FOR THE PURPOSES AS INDICATED. THE UTILIT 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 TITLE CONSTRUCTED, RECONSTRUCTED, OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS AS SHOWN. SAID EASEMENTS 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 STATE OF TEXAS § INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM COUNTY OF DALLAS § 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 BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, AND ON THIS DAY PERSONALLY APPEARED-, KNOWN TO ME TO 8E THE PERSON WHOSE REPEAT ADDING TO OR REMOVING ALL OR PARTS OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY WALLCON ADDITION THEREIN EXPRESSED.. V GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE DAY OF 2015. LOT 2R-1, BLOCK 1 E BEING A REPLAT OF LOT 1,BLOCK 1 WALLCON ADDITION NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS CABINET A,SLIDE 4792 P.RT.C.T.& LOT 2R,BLOCK 1 WALLCON ADDITION CABINET A,SLIDE 9232 P.RT.C.T. AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS a OWNER: SURVEYOR: SITUATED IN THE ISAIAH BYRD SURVEY,ABSTRACT NUMBER 120 SEWELL VILLAGE CADILLAC COMPANY,INC. BURY-DFW,INC. $ 3860 W.NORTHWEST HIGHWAY 5310 HARVEST HILL 1 LOT - 16.885 ACRES -- SUITE 100 SUITE 100 DALLAS,TEXAS 75220 ZONED PCD/CC 19 OF 19 CONTACT: JOHN O'CONNOR DALLAS,TEXAS 75230 (214)9oz-2200 (972)991-0011 MARCH 2O15 CONTACT: DAVID J.DE WEIRDT,R.P.LS. HURLS FIRM NUMBER 10107502 THIS PLAT FILED ON IN INSTRUMENT NO, SHEET 2 OF 2