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HomeMy WebLinkAboutORD 2021-050 ORDINANCE NO. 2021-050 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT CU21-22 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2015-016,AS AMENDED, TO ALLOW FOR DEVELOPMENT OF A PARKING STRUCTURE FOR LOT 2R- 1, BLOCK 1, WALLCON ADDITION (1005 EAST STATE HIGHWAY 114), 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. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Ordinance No. 2021-050 2 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 No. CU21-22 to amend the site plan approved by Ordinance 2015-016, as amended, for an automotive dealership specifically, to allow for the development of a parking structure (Sewell Cadillac of Grapevine) in a district zoned "PCD" Planned Commerce Development District Regulations within the following described property: Lot 2R-1, Block 1, Wallcon Addition (1005 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. 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. 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 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. Ordinance No. 2021-050 3 Section 7. 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. 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 September, 2021. APPROVED: William D. Tate Mayor ATTEST: of GRA.PeL,� //\+ Tara Brooks City Secretary ?-t ,E�J Yrl APPROVED AS TO FORM: (,) • Rol Matthew .G. Boyle City Attorney Ordinance No. 2021-050 4 GENERALNOTES A UNO, UN DIMENSIONED RADII Cr CURBS ARE 2A' B UNO, ON ARE TO THE FACE OF CURB C BARBED WIRE FENCING IS NOT PERMITTED D ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND E ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION SHEET NOTES VICINITY MAP G F�e�N Sewell Cadillac Service Expansion & Parking Structure' 1001 E. State Hwy. 114 R Grapevine, X 76051 --18 31 18 35 18 43 09 _- 25 11 — _ _ --__ -_ - T ----- ---- _---------.-r-...----•... _.. 5005GREENVILLEAVE m - - _-------/.-`._.-_-`_-' - --_ _ _ __ 72T B,Ii ,g{-3• Gensler DALLAS TX 75208 F R 2t M1 ` - - - - - - - -. -- - - - _. - - - _. _. - PaaFEarr UNETOf7aSTING8080NG - - TELEPHONE: 214.273.1500 C --- m - _ _ TO PROPHlrYUNE 3, - 11 ao Issue j 18 'o. ,� a2 t %� _ — � a� .� � "� .. i i 09 # Issue Date Issue Description 09 / /// 14 SP - _ a Rea-o I 24 m CUP SUBMISSION a A 08 17 b ` �25 /02/2021 DETAIL -- y 41: , 18 4'P 18 18 11 I 5 SP -y BAY 11 SP 1s-24 b4 94 b4 b4 1a 19-17,16- as- zs 11 SP ' 4 SP 19 SP ' 16, 3 SP 41 -- ._____ 05 ................ 5 _ a 37 a. _ I19 SP - -• 02 - -- - __-- o L, V 7s�fi 4� � 31 � \D- I a a b b is uL y - 14 SP 05 co - 03 14 SP ° ° -� Casewmynjl w nuly'Wasel "-;;M g - mcture 08 J a , Case NCU21-22 17 zD b 10 0. NEW BUILDING EXISTING 2 i Location: 1005 East State Hlghway114 EE 18 FOOTPRINT / 3 p /. BMW CPO (� n 1x2d - 77�9,94e SF I 14 1 j BUILDING 1 u u EXISTING BMW t 15 08 i I NEW SALES/SERVICE/ \ , Mayor onto PARKING STRUCTURE � o• 27 19 1 Secretary Date - - PLANNING AND ZONING COMMISSION e139 m , 2W Chairman Date U - — BUILDINGS ° 30 EXISTING SISER IC UI A rt 07 Approval does not authorize any work in conflict with any modes or O.' V U NEW SALES/SERVICE _ _. ordinances. Dept. of Development Services SeaUSIgnature O4 a o 01 I SPED Aq� SE A, w 2B i CONDITIONAL USE REQUEST CU21-22 IS A oc REQUEST TO AMEND THE PREVIOUSLY it Q APPROVED SITE PLAN OF CU12-00 SPRC, CU11-16 Nzo9r py SPRC, CUOB-32 SPRC, CU04-16 SPRC, CU03-20 qTE OF Sit SPRC, CU15-05 (ORD 2015-16) FOR AN 01 EXISTING SECURITY GATE 12 NEW ELECTRICAL TRANSFORMER 02 EXISTING 8 FT TALL CHAIN LINK MANUAL SWING 13 EXISTING TRASH COMPACTOR GATE 14 EXISTING FUEL TANK 03 NEW FIRE LANE 15 EXISTING SITE LIGHTING 04 EXISTING FIRE LANE TO REMAIN 16 EXISTING WASTEWATER MANHOLE 05 EXISTING FIRE HYDRANT 17 NEW CURB AND LANDSCAPING 06 EXISTING CURB 18 NEW LIGHT POLE FIXTURE, NOT TO EXCEED 30 FT 07 EXISTING PUBLIC SIDEWALK HIGH 08 EXISTING OVERHEAD ELECTRICAL LINE AND POLE 19 EXISTING FIRE LANE RELOCATED TO PROVIDE 09 PROPERTY LINE SPACE BETWEEN NEW PARKING STRUCTURE 10 10 FT WIDE UTILITY EASEMENT 20 RE: CIVIL DRAWINGS FOR WATER METER 11 BUILDING 25 FT SET BACK LINE 21 NEW KNOX BOX FOR SWING GATE 22 RE -USE EXISTING MOTORIZED GATE 23 NEW 8 FT TALL CHAIN LINK FENCE 24 DASHED LINE INDICATES OVERHEAD FOOTPRINT OF PARKING STRUCTURE — — — — 25 EXISTING 8 FT TALL CHAIN LINK FENCE TO REMAIN 26 LINE OF FUTURE BUILDING EXPANSION 27 RELOCATED EXISTING ELECTRICAL TRANSFORMER 28 EXISTING SIGNAGE 29 EXISTING POLE SIGN 30 EXISTING LANDSCAPING 31 STORM INLET, SEE CIVIL DRAWINGS 32 NEW HANDICAP ACCESSIBLE PARKING STALL 33 EXISTING ELEVATED VEHICLE DISPLAY 34 EXISTING HANDICAP ACCESSIBLE PARKING STALL 35 VACUUM EQUIPMENT 36 NEW S TALL WROUGHT IRON SECURITY FENCING TO MATCH EXISTING SITE FENCING 37 NEW SIDEWALK 38 EASEMENT FOR ELECTRICAL TRANSOFRMERS 39 EXISTING BIKE RACK 40 EXISTING DUMPSTER ENCLOSURE 41 EXISTING ELECTRICAL TRANSFORMER 42 NEW 8 FT TALL ROD IRON MANUAL SWING GATE 43 TRANSITION POINT FROM WROUGHT IRON TO CHAIN LINK SITE yt \ SH 114 Sy 0 0 a z ,DEW. I F AUTOMOTIVE DEALERSHIP WITH SALES AND SERVICE OF NEW AND USED VEHICLES AND A 04 g qP(� NEW BMC CAR SALES/SERVICE/CAR WASH " GARAGE, A PRE -OWNED SALES BUILDING AND A 40-FOOT POLE SIGN, SPECIFICALLY TO ALLOW FOR A 398,240 SO FT NEW PARKING GARAGE/AUTOMSTO Project Name GE/ N ENOTIVE TORY/EMPLOYEE PARKING STRUCTURE Sewell Cadillac Service Expansion 8 Panting Structure NEW PARKING GARAGE V ,� - 04 28 _ /� - HEIGHTIN STORIES :5 HEIGHT IN FEET : 67 FT TOTAL BUILDING FOOTPRINT: 79,648 SF TOTAL BUILDING AREA: 398,240 SF PeRItO CALCULATIONS Project Number 273827.000 SITE INFORMATION P G RATIO. 1 SPACE I2,OOD SF OF SITE AREA TOTAL LOT AREA 16.89 ACRES 1735,590 SF MIN LANDSCAPED AREA 20%OF TOTAL LOT AREA BUILDING 1 I X���TOPUILDIN� LOT AREA 735,590 SF = 368 SPACES 11 02 X 735,590 SF 147.118 SF HEIGHT IN S'I'ORIE$ :4 HEIGHT IN FEET: 86 FT MINIMUM PARKING REQUIREMENT: 735,59012,000 PARKING PROPOSED (INCL EXISTING TO REMAIN): Description � TOTAL LANDSCAPED AREA: 148,082 SF TOTAL PAVED SF TOTAL BUILDING FOOTPRINT: 94.344 SF EMPLOYEE/SERWCE CENTER SPACES = 491 CONTROL SITE PLAN AREA 509,003 TOTAL BUILDING FOOTPRINT TOTAL BUILDINGAREA:280,3245E CUSTOMER SPACCFF_��- 108 DIMENSIONAL EXISTING: 148,879 SF NEW' 79,848 SF gUEllL i rlC BUILDING( SWES SUBTOTAL PARWNG = 599 Scale �61 �5'^ "' . --"-- - f - - _ - -�' � - ' \.. - --' \\ TOTAL: 228,627 SF TOTAL IMPERVIOUS AREA 587,5085F MAX IMPERVIOUS AREA 80% OF TOTAL LOT AREA 0.8 X 735,590 SF = 588,472 SF HEIGHTIN :) HEIGHT IN FEET: 19 FT TOTAL BUILDING FOOTPRINT: 10,018 SF TOTAL BUILDING AREA: 10,018 SF INVENTORY VEHICLE SPACES (ON SURFACE AND IN STRUCTURE) = 1450 TOTAL VEHICLE SPACES = (1450-599) = 2049 As indicated �• wp111 008 / 28 TOTAL BUILDING AREA 647,765 SF nSTING ACCESSIBLE PARKING OB - \ ,_-, FLOOR AREA RATIO: TOTAL BLDG AREA / TOTAL LOT AREA 732.985 / 735,590 = 0.996 CIRCULATION ELEMENTS: Bun DING 3 ( BUILDINGI HEIGHT IN STORIES: i HEIGHT IN FEET: 28FT SF REQ'D ACCESSIBLE PARKING SPACES FOR 368 PARKING SPACES= 10 ACCESSIBLE PARKING SPACE PROVIDED A 1 01 1 of 7 PEDESTRIAN: 29,630 SF VEHICULAR: 329,351 SF TOTAL BUILDING FOOTPRINT: 44,403 TOTAL BUILDING AREA: 44,403 SF (INCL EXISTING)= 19 DIMENSIONAL CONTROL SITE PLAN CALCULATIONS m 2021 Gensler 012.525 50 100 FT SCALE: 1^=50'-o• RIMS ,;Rn m97 7R97 nnn - qa a RMW r iiII., l 7A97 nnn - qa 11 _ raH01a - aaH Rt—i— Ran n,t EXISTING TREES EXISTING SHRUBS TREE MITIGATION CHART symbol TREE NUMBER SPECIES CALIPER SIZE REMOVED MITIGATION INCHES OWED LANDSCAPE NOTES: Symbol y 10407 LI VE OAK 8 yes n/a within buildable area I I Contractor is responsible for verifying all plant and plant bed material N Shrub 10408 LIVE OAK 11 yes n/a within buildable area Quantities existin Q g i 2)All planting beds, mulch beds or fields of aggregate will have bends board 10409 LIVE OAK 11 yes n/a within buildable area edging when abutting adjacent turf grass areas X existing tree to be = _ 10410 LIVE OAK 13 yes n/a within buildable area 3) Planting beds will have 3" of native mulch unless plan calls out otherwise existing evergreen 4) All preserved areas to be restored with bermuda seed if disturbed. removed 10411 LIVE OAK 4 yes n/a within buildable area shrub 5) All landscape areas to have soil amendments as specified in planting details LANDSCAPE CALCULATIONS PROPOSED PLANT SCHEDULE_ o ag eo In existing free to be proposed INTERIOR LANDSCAPING REQUIRED PROVIDED p p ro os tree SCALE r=ea preserved EXISTING GROUNDCOVER o%of gross parking area 39,838 56.310 symbol count species specifications symbol - I tree per 400 s.f. of 100 too y required interior landscape 6 Live Oak 3" caliper, minimum 10' PERIMETER LANDSCAPING quercus virginiano height, CITY an GRAPEVINE LANDSCAPE NOTES existing ornamental Lull canopy 1. Plant materials used in conformance with the provisions of this 0 g Existing IOW grOUndCOVe! - 1 tree per 400 s.f. of 69 69 Ordinance shall conform to the standards of the American free required interior landscape Standard For Nursery Stock, or equal thereto. Grass seed, sod NON -VEHICULAR OPEN SPACE proposed groundcover and other material shall be clean and reasonably free of tree protection Existing turf symbol weeds and noxious pests and insects. —d1 - 1 tree/4,000 s.f. 23 23 2. Trees referred to in this Section shall be of a species common fencing91,772 / 4,000 sf = 23 frees 2000 Asiatic jasmine to this area of Texas and shall have an average spread of 4" pot, Von center, TOTAL LANDSCAPE AREA 148,082 SF Trachelospertum asiaticum ref. details crown of greater than fifteen (151 feet at maturity. Trees having a lesser average mature crown of fifteen 1151 feet may be by grouping the some so as to create the -z'x'. E �, _ $ _,.. - I i__, Exleme sNvbem Remain I [; equivalent fa fifteen (15) feet crown of spread. Trees hall be -� _ _ _ _ L Emarw rraeem Rawm ( of a minimum of three (3) caliper inches when measured six (6) inchesaboveground, and spoil be selected from the list of i N89' 31' 03"W - 1098 03 � �- approved trees, maintained b the Director of Development pP Y P _ Services as approved by the Planning and Zoning Commission. i�gi 3. Shrubs shall be a minimum of two (2) feet in height when S!.3"') 0 �m'1 ��, ^,.>, f"� � measured immediately after planting. Hedges, where / -Yz �NIi 8• Tell Wrought Iron Fenw \ ", ``"� 0 T ) i installed, shall be planted and maintained so as to form a >� — — — = i \ `Eamng e• Teul clbin unk Fenw "�'!-`r'" V ICJ 1 continuous, unbroken, solid, visual screen which will be three } p ( I � r� jj��'' s I 1 \ F (3) feet high within one (I I year after time of planting. G I PSI III c I� �II Qn - - Emma sons m1Rem.in Tmn 9 a I \\ I �`�✓JI \ En 4. Vines shall be a minimum of two (21 feet in height immediately after planting and may be used in conjunction with fences, W mI I 4 -k- s p 3 ', screens, or walls to meet screening requirements as specified. I — — — — — — — — — — T E detloq e• rail cnam Link Fenw "'� 5. Ground covers used in lieu of grass in whole and in part shall O be planted in such a manner as to resent a finished J j a appearance and reasonably complete coverage within one M wa• - a"na• wa^ wfl r-7 t�^,� III a year of planting. — — —\ _ -- _ — -} _ �* _ a rT a 6. Grass areas may be sodded, plugged, sprigged or seeded Me / Y F m a a e a / — — - _ — — — — {�--I! F Q except that solid sod shall be used in swales, berms, or other areas subject to erosion. s�e�, ,- e e e e e e _ I/ 5 - - P`�F•� 7. Any trees preserved on a site meeting the herein specifications shall be credited toward meeting the free 9 requirement of any landscaping provision of this Section. Trees _ ppp (`'`� e of exceptional quality due to sae, large canopy cover, trunk r i E�aenng 's..�/ i I +�' j diameter, rareness, age or species may, at the discretion of f . w 1MDT — — — — — — a~e I I the Director, be credited as two (2) trees for the herein tows l,. EX. BUILDING minimum requirements. I "a I f w rta. L iw1n BUILDING I r TO REMAIN a EX. BUILDING - r- T TO REMAIN PROPOSED 10 , - 1 1 I 13 L072 , BLOCK r twos I L J WALLCONADnnroW ' o. arCr IJ ®� lie = - ra CAB, A, SL AZM 4 aI `o t I CALLED 1504 ACRES If y —Y t I m o t j '.. / sEwELL IaLu�cE f� PG 9couPAAv Lnc TIT ia-. _ I //'7.; a eee �i EX. BUILDING ; TO REMAIN - ' /E ngSign /„ I z I a Edemg Gab / / -' 4 I a.h I �p 1 1 Finished grade. Till tap 6" of soil. Remove existing tud, thatch, groundcover, plonk, or ro�W�.eeds. -- - 246M' HIGH.— — CAB. " Fasting soil. EXISTING SOIL MODIFICATION FOR PROPOSED PLANTING ZONES o E—.9 San a Naree s rw...nml b. d aMin P'esaibatl m pmpwed PIanLLG adwtlde 2 See epedflwlbne KKtuMar wauiremena rNema ro mIe ono Trunk wl'pereM1el be mnimum alxs — m lelad b PmPwed Weal ediedule _� Raul MI mgdNetl u reWuea.—� Round- ppeb aril berm 4- hi a e' wMe show raa MI ewrac• anew I» _------ cmewaee.mwd nR rod beg. a.m eMl begin d and bM peripnry. R—ndrodW m waeN akn.nalwamd er. TREE PLANTING ®ee�l;�o "�` sa!i�ie� ill �e� 1�$+i�i'��%dd�►'i�'��u'®�i!�i'i 3' Mick IaYer of match ar tlecompoeed gmNte per plan /. tc� s/�/.. %• Rh terfabr oWd be pioced be iv -/ > decomposed arm muddled log / / grande ModNed Depthvanas ISee specricaliora fa soil modification). - — ng 1)S ae planting legend for spec - me, and.—( g SECTION VIEW PLAN dbrlandon. 21s-1 rooh d- a less) that grow around. up. ar down the mat 1b A ppedphe are conxtleretl a Plank to be d c ntlmon'n contaner pmd-#--d pre MangOody spaced. E acceptable hawever Mey shi be eGmnated W Me Varies Per Plan. time of planing Rooh on Me periphery can be removed a at Me ibne of planting. ISee root baile"ng c,ntaher = o detail Cents leader nd m 315e1lle sou arwmd each root baA prior to mulcting. be pmne0 or m!urod SHRUB AND GROUNDCOVER SPACING Rod Mi ediewebml oe one. awdrobe guedar—I flni. (CAUTION! R puree. Pdortomuldiing knwbmp edlerguntl We CONTACT THE TEXAS SYSTEM Tad Ml n e' IMa m dace bw. Da nd aver camldla Wean tlw pbntlnp GoNTRAOTORTO "HOUONE-CALL LEAST M HOURS RESPONSIBLE N. IS NOT RESPONSIBLE MENCING CONSTRUCTION. COMMENCINGLL ride nee been baddlled,pwrwekr erouM me root MI to coma ha aril. EASTINg u TIES FORIFIIELD CONDMOS DIFFER GNI INTIITLYFR FROM IF FIELD CONOmON9 DIFFER SIGNIFICANTLY FROM THE THE CONTRACTOR Know below. FilNig eBe aril addM to Beale a emoaM eenelow M1an tlw tap d Me roieed LOCATION SHOWN ON THE PLANS SHALL what's CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING Call before you dig. rod WITH CONSTRUCTION. MA m the In— pmde eta 15%max elope. s• I.yerdmgkn oraeo•,ma.ee gmnire p.r q� BBEENNCHMARKS Na maa tlmn 1'mtapd and betl. (Sae 1 SUM; MAG NAILtirITH A•NXSfI�R BTANi�Ep'1Rh FIEIPCHIMRK' an AT THE NORTHWEST CORNER epsdtlwlmne for mukA! OFASTO UMNWLETONTHEWESTSMEOFMIWMWSCHAPEL ROAD,BEINGLOCATEO adgiwl grade. — Filar rebdc etmuid is Paced keeeen all deawnpaaed grende APPROxIMATELY ur NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL 0.0AD ANO euTE HIGHWAT 114. and mme.d aril. ELEVATION = SBB.BT YERmCAL DATUM: NAVDBB 2. BIM: STORM GRAIN INLET RIM LOCATED ON THE EAST SIDE OF MINTER'S CHAPEL ROAD, BEING LOCATEDAPPROMIAMLY4e' NORTHERLY FROM THE CENTERLINE INTERSECTON OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION=597.8' VERTICAL DATUM: NA.. Sewell Cadillac Service Expansion & Parking Structure 1001 E. State Hwy. 114 Grapevine, TX 76051 5005 GREENVILLE AVE S TX Gensler TTEELLEPHO E: 75206 214.273.1500 Issue f1 Issue Date Issue Description A 08/02/2021 ICUP SUBMISSION KFMN 3501 OLVMPUS BLVD, SUITE 100 DALLAS. TIDAS 75019 PHONE: (469) 89"536 WWW.KFM-LLC.COM TBPEe: 120821 Case Name: Sewell Cadillac Service Expansion 8 Parking Structure Case Number: CU21.22 Location:1005 East State Highway 114 Mayor wale Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept of Development Services Seal/Signature j a23T py TF OF '% 9114/21 Project Name Sewell Cadillac Service Expansion & Panting Structure Project Number 27.7827.000 Description Scale As indicated @2021 Gensler 2of7 2 YLS 6" DIAGONAL HATCH INDICATES MASONRY MATERIAL MEN XN L GREY INDICATES GLAZINWOORS EXTERIOR ELEVATION - EAST - CUP SCALE. 1116' = 1'-0" EL. 655-r FF R OPEN �,y OPEN OPEN OPEN l , OPEN N OPEN \\\\A\\\\\y\\\\I\\\\I\NN'\\\\\k\\\ OPEN OPEN N OPEN GREY INDICATES GLAZINGA300RS 1 EL. 602-0" \\\\\\\\N\\\\\\\\\\ OPEN IV OPEN q OPEN OPEN OPEN OPEN GREY INDICATES GLAZING/DOORS OPEN EL. 600'-Or, ".� GREYINOICATES GLAZINGAOOORS 9 TALL ROD IORN FENCE (BEYOND) - ELEVATION CALCULATION -MAIN BUyy-DING TOTALAREA OF ALL WALLS (EXCLUDING DOORS AND WINDOWS)= 34,439 SF TOTALAREAOFMASONRYR-AASONRYEOUrVM M=33,4T7SF TOTAL AREA OF NON -MASONRY= 902 SF %OF MASONRYRAASONRYEQUIVALENT = 9/% %OFNON WONRY=3% ,�iT.i1AQN TOTAL AREA OF WALLS (EXCLUDING DOORS AND WINDOWS) =8,000 SF MASONRY/MASONRY EOUNALENT=SD08 SF NON -MASONRY = 0 SF 9 TALL ROD IRON SECURITY GATE AND FENCE (BEYOND) OPEN CMU DIAGONAL HATCH INDICATES MASONRY MATERIAL dry{ �qf EL655-Iro vv vvPE�vvvA OPEN OWN AA�ryry�II v v v v lv v v � V AAAgqA AAA � V A V A� V AAvv vAvvvvvAAAAAAAA�VAAAAAA'lvvvAAA AAAA OPEN OPEN OPEN OPEN OPEN \\ \ \ \ \ \ \ \ PPI\ \ \ \ \ \ \ \ \ \ \ \ OPEN OPEN OPEN OPEN OPEN EL. BD(l GREY INDICATES - GLAZINGIDOORS I, �N ilk �•; .'� � �Massillon mommo _ d .,, tlllllllissellismm"', EXTERIOR ELEVATION - NORTH - CUP SCALE: 1/16"=1'-0' NORTH ELEVATION TOTALAREA OF WALLS (EXCLUDING DOORS AND WINDOWS) = 9,964SF MASONRY = 9.964 SF NON-INASONRY=9 SF Sewell Cadillac Service Expansion & Parking Structure 1001 E. State Hwy. 114 Grapevine, TX 76051 Gensler Issue a Issue Date 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE: 214.273.1500 Issue Description A I 08/02/20211 CUP SUBMISSION Case Name: Sewell Cadillac Service Expansion 8 Parking Structure Case Number: CU21.22 Location: 1005 East State Highway 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept of Development Services SeallSignature �PE.D AqC �� S SEAVfg9 y�(e Yr N� ?og1T Py n OF Project Name Sewell Cadillac Service Expansion 8 Parking Structure I Project Number 27.7827.000 Deualption ELEVATIONS - CUP Scale 1/16" = V-0" Al -02 3 of 7 O 2021 Gensler 0 4 8 16 32 FT RIM 'aRn-//n97 7A97 nnn - Cawall RNAW r..dillar ParlrinnM7 7R77 nnn _ R-11 - r— ill— - Parkin Ct, t era R7n rvt EL 66T-O' �vvvvvvv�vAAvvAvvv �VAVAAAAAAN�\vvvvAAAAANNNAAAAAAAAL OPEN I\N� OPEN OPEN �\, OPEN OPEN \\\\\\\\\\\\\\\\\\1\\\\\\\\\\j\N�\I\\\\\\\� \\\\-\\�L OPEN OPEN OPEN IV OPEN OPEN \I OPEN OPEN OPEN N OPEN OPEN l' �I EXTERIOR ELEVATION - SOUTH - CUP SCALE'. 1116" = 1'-0" EL66Z-0' lfl{ OPEN OPEN p �fN\\J� OPEN OPEN Ili OPEN OPEN OPEN pI OPEN \\\\\\\\\111\\\\\\\\ \\\\\ OPEN OPEN n OPEN OPEN OPEN i 1. EL. 599-Or DIAGONAL HATCH INDICATES MASONRY MATERIAL VAAAAvvvvN�VAAA�IAAA �V AAAAAAAAAvvvvvvv vvvvvv� OPEN U OPEN OPEN OPEN OPEN \ OPEN OPEN H OPEN OPEN I\ OPEN \ \ \ \ \ \ \ \ \NN\ \ \ \ 7-7-\ \ \ \ \ \ \ \ \ \- \ \ \ \ \ \ \ \ \ \ Ij-��I OPEN N OPEN OPEN OPEN I\ OPEN L GREY INDICATES GLAZINGDOORS h h IEAD DOOR ` CONCRETE 9T111RE EL. 655 - 6', EL 600 - Oh STALL ROD IRON FENCE EL. 66T - 8" V DIAGONAL HATCH INDICATES MASONRY MATERIAL —OPEN� OPEN �oPEN� aPEn —OPEN-[L H R OPEN �CR� vvvv� vvvvvv�vvv OPEN OPEN OPEN \\A\--77� OPEN H OPEN \p OPEN C\ OPEN OPEN \ CROSSHATCH WDICATE5 METAL COMPOSITE PANEL �— GREY INDICATES GLAZINGNOORS ��>® I� � I I _I� _ _ I_® _Fit T 41 1 M11-f I I I I I I I I n SECURRODATE CMU —OPEN ALUMINUM a GLASS CONCRETE STRUCTURE METAL COMPOSITE CURTAIN AND GLASS — OVERHEAD DOOR CIFS SECURRY GATE AND OVERHEAD DOOR PANEL CURTAIN WALL FENCE EL. 600'-O'h WEST ELEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS AND WINDOWS) =9,098 SF MASONRY= 9,09a SF NORAWONRY=O SF WESTEIEVATION TOTAL AREA OF WALLS (EXCLUDING DOORS AND WINDOWS) =7,257 SF MASONRY= 6.407 SF NON4WONRY= 9S2 SF Sewell Cadillac Service Expansion & Parking Structure 1001 E. State Hwy. 114 Grapevine, TX 76051 Gensler Issue # Issue Date 5005 GREENVILLE AVE DALLAS TX 75206 TELEPHONE: 214.273.1500 Issue Description A 1 08/02/2021 1 CUP SUBMISSION Case Name: Sewell Cadillac Service Expansion & Parking Structure Case Number: CU21-22 Location: 1005 East State Highway 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services SeaUSignature gOPED AqC SEV ¢ 70911 Py 9TF OF 'I Project Name Sewell Cadillac Service Expansion & Parking Structure Project Number 27.7827.000 I Description ELEVATIONS - CUP Scale 1116' = V-0' Al _03 4 of 7 2 EXTERIOR ELEVATIONS - WEST - CUP SCALE: 1116' =1'-0' RIM ARI 7A')7 nnn - cz—u RMW r..dillar Parki-177 7A97 Mtn - CR—ii - r-iiii., - Parki— Cfn iH— R'ln rvt 0 2021 Gensler 0 4 8 16 32 FT -- - - - - - - - - - J,-Tf lttt: 7 N 4L BUILD No EXISTING 2 BMW CPO NT- Alf'. BUILDING 1 -17 EXISTING BMW NEW SAL SISERME1 PARKING STRUCTURE SUIL ING 3 EXISTING CADILLAC NEW SALESISERVICE 17T ................ ............ Sewell Cadillac Service Expansion & Parking Structure 1001 E. State Hwy. 114 Grapevine, TX 76051 1111 GREEIVILIE AVE DALLAS TX Gensler TELEPHONE:7520216 4.273.1500 133US # � Issue Date 13SUG Description I A 108/02/2021 ICUP SUBMISSION Case Name: Sewell Cadillac Service Expansion & Parking Structure Case Number: CU15-05 Location: 1001 E. State Hwy. Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept of Development Services Seal/Signature Project Name Sewell Cadillac Service Expansion & Paddng Structure Project Number 27.7827.000 Description Site Photometric Calculations I Scale 11 = 50, E1.01 5 of 7 02021 Gensler 2 I I TC 59].00 5>6 596 59N 59] (S 88-58'34" E 1098.03') GT 596.50 I OT 58550 I 1 __ 59T28 � I 59T� 59].42 1 �/��I' IX/SnNG 1----�I------❑-�------- Tr --- --4-,-_. 7f 698f I �y..l TC 59773 ,�M4TCH EX/ST/NG _ GT 59)23 S9B 49z 1"B bT. I W rCMEJOSMAG I7 SAWCUT LIMIT G1SB7. \ TC 58582 59]70 I � 598.30 59B.B0 \I TC 59B.OB GT 588.3i ���IX]SnNG I I GT5BT58 S➢d SS i P �O ❑ ❑ ❑ ❑ ❑ ❑ C TC 598.21 APPROX EDGE OF SLAB GT 587.71 588.00 598.81 SS,_33 I �. I reses.n rc sea.BS TC SBB.10 �7' W I -- Gi 588.{5 597 GGGyyy C Gi 59B.B/ GT 597.80 SWIN TC 598.38 SAWCIIT LIMB AN7CAYFX]STIAG I 597.92 I 593.98 '��'BB TC 59e41 GT593 f5s I TC 59S.00 / GT 59B.91 GT 597.50 ` ❑ FEE=599.OD TC 598.10 k ', 589.00 � n GT 587.50 1 r 59B 88 597,91 TC 598.85 L�� ❑ ❑ ❑ ❑ ❑ ❑ GT 598.15 I •�W7C IX]S"NO TC 587.30 L % GT 598.B0 I y - AKTC./1EIOSTNI+ _ U saav I o TC 598 70 �' 6 ❑ ❑ ❑ O ❑ ❑ g ❑ ❑ I �.-..�-. GTSB820 _ __ 599 TC 585.93 TC 1BB.02 `\ TO sw.1e GT 598.88 TC 588.95 ❑ ❑ GT 69B.B3 GT 588,32 \ \ S ,M47C/AENASnWG S884SB GT 59S./S AN70NEXA57/NG TC 598.00 I TC 597 Bt GT 59i.50 I /� 588.00 '- GT 58r 11 APPROX LOCATION OF CHANGE IN S9B S1t 4 TC 58B.B5 TC 599.03 I TC Sell FINISHED FLOOR ElF/ATION I GT 598.85 (T 598.53 i GT 596 30 FEE. no 00 TC 59].TO lr I eoo.o0 � I rc ee0.00 � s99 elw.lro I cT see.so I I OEM I g 1 / eoD.ao eeo oe Of 1 589 59990- -g SWALE 0.81" 5I1 SAWCUT LIMIT AG07CNEWS7/MG \ MA7G/IX/SnNG I s99.es3 ea7eaz I � NATCNEXASnNG SAWOUr LIMIT 7CSBT.BB� �ANTCNIX/SnMG Gr5B74e .me.ez j ANIG/EWSnAG 3NTCNFATST&VG � I � , I I I 1 I 1. GENERAL CONSTRUCTION NOTES: REFER TO SHEET C W FOR THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT. 1 UNDISTYRSED AREAS: PRIOR TO GRADING. BRUSH REMOVAL OR SITE CONSTRUCTION, THE CONTRACTOR SHALL MEET W THE DEVELOPER MDJOR ENGINEER AT THE SITE TO ASCERTAIN THE AREAS OF THE PROJECT 911E THAT ARE TO BE PROTECTED AND PRESERVED. REFER TO THE 'GENERAL TREE PROTECTION NOTES FOR ALL CONSTRUCTION IN THE VICINITY OF EXISTING TREES. 3. TESTING: ALL EARTHWORK OPERATIONS SHALL BE OS.9ERVEO AND TESTED ON A CONTINUING BASIS BY THE GEOTECHNICK ENGINEER FOR CONFORMANCE WITH THE REQUIREMENTS SET FORTH IN THE PART OF THESE STUDYPREPARED CLWENT GON,S{115211,GATED, AUGUST B3, 2021, WHIGIIS MADEA PART OF THESE CONSTRUCTION OOCIIMENTS L SIRWwG Me DEBRIS REMOVAL THE BUILDING PAD SITE$ AREAS TO BE PAVED. AND ALL AREAS THAT ARE TO RECEIVE FILL IMTERLLL SHALL BE STRIPPED OF VEGETATION, TREES, ROOTS, STUMPS, DEBRIS. AND OTHER ORGANIC MATERIAL. THE DEPTH OF STRIPPING IS ESTIMATED TO BE ON THE ORDER OF B INCHES IN ORDER TO REMOVETHE SURFACE SOIL CONTAINING ORGANIC 1MTERW. TE ACTUAL STRIPPING DEPOT SHALL BE EASED ON FIELD OBSERVATIONS STRIPPED TOPSOIL SHALL BE STOCKPILED IN A LOCATION ONSIIE APPROVED BY THE DEVELOPER ALL TREES, INCLUDING STUMPS AND ROOT SYSTEMS, VEGETATION, GEBRS AND OTHER OBJECTIONABLE MATERW SHALL Be REMOVED MO DISPOSED OFF -SITE. THE CONTRACTOR SHA L COMPLY WITH ALLPP ALICABLE LAWS GOVERNING SPILLAGEOFDEERSWHILETRANSPORTINGTOADISPOSALSITE.K COSTSASSOCIATEDWITH DISPO9 MWnT SHALLBEINCLUDEDINTHECONTRACTAMMW 5. BURNNG: BURNING SHAL NOT BE PERMITTED ON THE PROJECT SITE UNLESS APPROVED IN WRITING BY THE GOVERNING AUTHORRIE9 AND THE DEVELOPER S PROOF ROLLING: UPON COMPLETION OF STRIPPING OPERATIONS, AND PRIOR TO PLACEMENT OF ANY FILL MATERIALS, THE STRIPPED AREAS SHOULD BE OBSERVED TO DETERMNE IF ADDITIONAL EXCAVATION IS REQUIRED TO REMOVE WEAJ( OR OTHERWISE OBJECTONABLE MATERUIL9 THAT GRADING NOTES WOULD ADVERSELY AFFECT THE FILL PLACEMENT. THE SVSGRADE SH W BE FIRM AND ABLE TO SUPPORT CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT. W0 OR YIELDING SUBGRAOE SHOULD SE CONNECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS PROOF ROUND SHOULD SE PERFORMED U91NG A HEAW PNEUMATIC TIRE ROLLER. LOADED DUMP TRUCK, OR SIMILAR PIECE OF EQUIPMENT WEIGHING M TONS. THE PROOF ROW NG OPERATIONS SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. T. UNSTABLE MAMfflLL WHEN CLAY OR OTHER UNSTABLE MATERIAL IS PRESENTH AREAS OF PROPOSED BUILDING PADS OR PAVED AREAS, THE GEOTECHNICAL ENGINEER SHAH OBSERVE THE STAB D OF ANY EXISTING CLAY M WEATHERED MATERIAL THAT M PRESENT IN THE SUBBASE AND SHALL DETERMINE DEEMED RAABLE FOR EXCAVATION E THESE MATERIALS WILL BE REWIRED IF THIS DEPTH OF SIX IS CEEMED SUITABLE FOR SUBBASE MATERIAL THE OMMENDE SHALL THE SCARFIED TO A DEPTH OF SIX INCHES ITS MOISTUNE CONTENTAO TC A A9 RECOMMENDED B M DEEMIN ENGINEERAND TRENgOROM ,CIFD TO ATlM 95XOFTHEOPTIMUMDEN9TIY DETERMINED BY THE STAROATD PROCTOR TEST. A3TA D-BBB PRIOR TO PLACEMENT OF FILL MATERIALS L CONTROLLED Ftll: ALL BOILS USED FOR CONTROLLED FILL SHMW BE FREE OF ROOTS, VEGETATION, AND OTHER DELETERIOUS OR UNDESIRABLE MATTER ROCKS LEN THAN 41NCHES IN LARGEST OW ENSIO N WITHIN 15INCHES OF PROPOSED SUBGRADE ELEVATION, LESS THAN S INCHES IN - PH 15INCHES TO SO INCHES OF PROPOSED SUBGRADE ELEVATION, LESS THAN 12INCHES IN SDE FROM 39INCHES TO M INCHES OF PROPOSED SUB GRACE ELEVATION, AND LESS THAN is INCHES IN LARGEST DIMENSION FOR PUS IN EXCESS OF TJ INCHES FROM SUBGRADE ELEVATION, WILL BE AlOWED AS ACCEPTABLE FLLL MATTRW. ROCK FILLS SHOULD BE SUPPLEMENTED WTM A SUFFICIENT AMOUNT OF FINE MATTRW TO PREVENT VODS. SOILS IMPORTED FROM OFFSRE FOR USE AS FILL SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER THE FILL NNTERIAL SHOULD BE RACED IN LEVEL, _FORM DFTB. WITH EACH UFT COMPACTED TO THE MINIMUM DRY DENSITY WITHIN THE COMPACTION SOS MOISTURE RANGES RECOMMENDED. THE LOOSE LIFT THICIOiESS SHOULD NOT EXCEED 8INCHES. EACH LAYER SHOULD BE PROPERLY RAGED, MDIED, SPREAD, AND COMPACTED TO BETWEEN 95%ARID IBO%01 STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM 0 M. II. PROPOSED GUOES: THE PROPOSED CONTOURS INDICATED ON THE GRADING RAN ARE FINISHED GRADES AND ARE SHOWN AT ONEfOOT INTERVALS, SPOT ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVEMENT, UNLESS NOTED OTHERWISE IC MASS ORAOE ELEVATIONS: THE CONTRKTOR SHALL BE RESPONSIBLE FOR MESS GRADING OF THE SITE TO THE FOLLOWING ELEVATIONS: • X INCHES BELOW BOTTOM OF SLAB WITHIN THE BUILDING PAD AREAS • %INCHES BELOWFINISHEOGRAOEFORAUGUMPSTERDUTY PAVEMENTRHEAS, •XINCHESBELOWFINISHEOGRADEFORALLHEAWDU CONCRETEPAVEMENTARFA9. • XINCHESBELDW FINISHEOGRADEFORAUUGHTDUTYCONCREMMEMENTM . • X INCHES BELOW FINISHED GRADE FMR PAVEMENT WITHIN TXDOT RIGHT-0E-WAY A TOLERANCE OFM- 0,10 FEET OF THE FINISHED GRADE WILL BE ALLOWED FOR ALL AREAS UNDER PROPOSED BUILDING PADS AND UNDER PROPOSED PAVEMENT. ALL LANDSCAPE AREAS ARE TO BE GRADED WYT IN+AI30 FEETOF THE FINISHED GRADE. 11. BUNDINOENTTNNCE GRADES: REFERTOTESLIWING PLANS FORDETALEO SPOTGRADNGATTHE BUILDING ENTRANCE AREAS. THE CONTRACOR BWLLL COMPLY WITH ALL ADAAND LOCK STATE GOVERNING AUTHORITY STANDARDS FOR MOIREMEWS REGARDING MA7JMUM ROPES FOR HANDICAP PANNING AREAS, SIDEW-, ACCESS RAMPS AND ACCES9ISLE ROUTES. 12. LANDSCAPE AREAL: ALL UNDSCME AREAS AND OTHER DISTURBED AREAS WITHIN THE DMITB OF THE PROPERTY NOT DESIGNATED TO SE PAVED SHALL RECEIVE a INCHES OF TOPSOIL REFER TO THE EROSION AND SEDIMENT CONTROL BANS AN I/OR LANDSCAPE PLANS FOR LIMITS OF TOP90IL PLACEMENT. 1]. UNCLA891FED EXCAVATDN:N.L UNCLASSIFIED EXCAVATION, INCLUDING, BUT NOT LIMITED TO, CLn6 FILL, HAUL IN, HAUL OFF ASSOCIATED WITH CONSTRUCTION OF PAVEMENT TO FINAL GRADE SHALL BE THE RESPONSIBILf1Y OF THE CONTRACTOR N � 0 15 30 SO SCALE V • 3D GRADING LEGEND Sewell Cadillac �i PROPOSED MINOR CONTOUR �+ EXISTING MAIOR CONTOUR Service Expansion HIGH POI -HP-- GRAJEB _,I GRADE REN( & Parking Structure -� FLOW DIRECTION TC1T.H GT1111 P0.0POSE0SPOT ELEVATION 1001 E. State Hwy. 114 [EX STG SPOT ELEVAGrapevine, TX 76051 EXIINTION STORM DRAM CURB INLET DAL5005 GREENVILLE AVE S TX Gensler TELEPHONE: 752214.273.15D0 Ia Issue Datel Issue Description l s# A 108/02120211 CUP SUBMISSION ICAUTIONI 0 CONTRACTOR TO CONTACT THE TEXAS ONE -CALL SYSTEM (1�800-24 5-45 45) AT LEAST 48 HOURS PRIOR TO 40 COMMENCING CONSTRUCTION. KFM IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES IN THE PROJECT AREA. IF MELD CONDITIONS DIFFER SIGNIFICANTLY FROM THE LOCATION SHOWN ON THE BANS THE CONTRACTOR SHALL kTIINN Whelks Minx CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING Call before u dl WITH CONSTRUCTION. Ire g' BENCHMARKS 1. BM81: M YG NA L WITH A WASA6 STALIp]!t1 SIFTIT THE NORfkWEST CORNER OF A STORM DIWN INLET ON THE WEST SIDE OF MINTER'S CHAPEL ROAD, BEING LOCATED APPROXIMATELY NNY NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 1% ELEVATION = 596.62' VERTICAL DATUM: NAVDSB 2 BMS2: STORM DRAIN INLET RIM LOCATED ON THE EAST SIDE OF MINTERS CHAPEL ROAD, BEING LOCATED AP UuWATELY,Wr NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 11{. ELEVATION =59T,W VERTICAL DATUM: NAVON KFM ENGINEERING 6 DESIGN 3501 OLYMPUS BLVD. SUITE 100 DALLAS. TEXAS 75019 PHONE: (469) 899-0536 WWW.KFM{LC.00M MIME N: F-20821 Case Name: Sewell Cadillac Service Expansion & Parking Structure Case Number: CU21-22 Location: 1005 East State Highway 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept of Development Services SeallSignature �S _, 9 r t13 �.... JEFFAEY. D:. BPR..... j q 134649 Q i AF y �•. : 4a F30 (ICEN?E�G���i rL�������N 9k14/1D21 Project Name _ Sewell Cadillac Service Expansion & Parking Structure Project Number 27,7827.000 Description___--_ GRADING PLAN Scale As indicated 6of7 C3.10 40 2021 Gensler I CONTRACTOR TO AD.IUST I TOP OF INLET TO Ml1T'N PROPOSED GRADE O - I _. _ . - - JJJ_ CONTRACTOR TO ADJUST \ — � — — TOP OF INLET T0T = / PROPOSED GRADE \ 01 Ly �I I CQNNi$jING MH FL F PROP. r LqT 584.50 ❑ 9 F EXr UT= I F �F EX 17.5 I 1 I 00 II INST CLEAN I CLEAN UT Ill T, I 1 FL.• J INSTALL ❑ O ❑ ❑ D ❑ C 1-tO CURB INLET I TOP•Si — Fl52 / . OF To 6S2 BSI INSTALL: PRO2%S'RCP — CIEAN OUT CONTRACTOR TO 32% SLOPE FL• 538.E REMOVE IXI311NG r CCNNECTTO - WATERLINE gTALL EXISTING Is -RCP 1.700MESTIETER INSTALL SO'BEND 1 ❑ .. .. p� ❑ ❑ I FL. OF EX 18191 EX FlRE I 00 n X X �y-/V��V�/ � �, v X XX;:,=X XXXXXXXXxxxxxxxxxxxxxxk XxkuXkXu 1 00 _ I REFER TO MEP PLANS INSTALL: 1 FOR CONTINUATION CONNECT TO EXISTING 8' LI - FL OF 4'=SBT.Si 1♦kr FIRE VAULT WITH C ./_ _ - _ _ - - - - - - - - - BACKFLOWPREVENTER / �K 8 FIRE LINE INSTALL' / '� N 9AND OIL SEPARATOR 1-r SO'6EN0 �> 1CONNECTTHE4TO PROP.r WWTO MEP 1 J ❑ l �� FOR CONRNUATION DI 1-4r BEND /`� PLARSFOR EP PROP. CONTINUATION J TRANSFORMER — INSTALL: LOCATION 1-0kB' vs I / T > - 24iEE 'VALVES FIREGRANT LEAD 1 d k INsrA2L — W m I 1-rl10'OBEND i-r 90�BEND / \ zI VERIFYEXARACT LOrTOCK FIELD CIF I EX r W W SERVN:EiN FlELO. azi UNESHAU BEADJUSTED 1 y J OUTSIDE GAi FOOTPRINT / EXISTING TRANSFORMER m AS NECESSARY X ANOUNDERGROUND W Q I ELECTRIC LINES TO BE F REMOVED. zZ , 'X �tNG WATERLINE U r MENTTOREANDONED k XXXX/ EX X HYDRARA NT y\ (S 88-58'34" E 1098.03') E.- INSTALL: .. _...,.._-. 1-S' PLUG CUTAN PLUG EASTING WATERLINE AT MMN-- INSTALL' 1-0 TAPPING SLEEVE AND VALVE 1 N 0 15 30 80 SCALE 1' • 30' UTILITY PLAN LEGEND Sewell Cadillac EXISTING PROPOSED WW� WASTEWATER LINE Service Expansion O WASTEWATER MANHOLE WASTEWATER CLEANOUT & parking Structure O O GREASETRAP 7W WATERLINE M WATER METER 1001 E. State Hwy. 114 ® WATER VALVE Grapevine, TX 76051 e FIRE HYDRANT Foc 5005 GREENVILLE AVE OVERHEAD.ELEcrnlc TELEPHONE: Gensler LLAS 752 ovERHDLEPHONENE 21: 214.273.1500 —UE UNDERGROUND ELECTRIC if POWER POLE Issue # I Issue Date Issue Description T � TRANSFORMER }� STOW DRAIN I A 1 08/02/2021 ]CUP SUBMISSION STORM DRAIN CURB INLET I<FM6 3501 OLYMPUS BLVD, SUITE 100 DALLAS, TEXAS 75019 PHONE: (489) Si WWW.KFM-LLC.COM TBPE C F-20821 Case Name: Sewell Cadillac Service Expansion & Parking Structure Case Number: CU21.22 Location: 1005 East State Highway 114 Mayor Date Secretary Date PLANNING AND ZONING COMMISSION Chairman Date Approval does not authorize any work in conflict with any codes or ordinances. Dept. of Development Services SealSignature �j...�F.TF�9111 � JEFFREY 0. BPRAN r 134R49 ;�� IrgpO� (iL�'cOG,�4=i LLL�������N 9/14i2D21 Project Name Sewell Cadillac Service Expansion & Parking Structure ICAUTIONI 6 Project Number _. 27.7827.000 CONTM ORTOCOWACTTHETEXASONE-CALLVSTEM , (1-800-245-4545)AT LEAST 48 HOURS PRIOR TO COMMENGNG CONSTRUCTION. KFM IS NOT RESPONSIBLE FORKNOWINGALLEXISTINGUTILRIESINTHEPROJECTNREA Description FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THE SHOWN ON THE PLANS THE CONTRACTOR SHALL Knew what%belm SHOWN LOCATION CONTACT ME PROJECT ENGINEER PRIOR TO PROCEEDING Call before dig. UTILITY PLAN WITH CONSTRUCTION you Scale BENCHMARKS 1. BNII:bAGNAIL WITH AWASaEKSTAMRES]PHSENCHMAW-SET ATTIi!NOffiC(j15i As indicated OF A STORM DRAIN INLET ON THE WEST SIDE OF MINTER'S CHAPEL ROAD, BEING LOCATED APPROMNATELY SSG' NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION=5S&Iicr C5.00 7 of 7 VERTICAL DATUM: NAVOSS 2 BMYl: STOW DTWN INLET RIM LOCATED ON THE EAST S1DE OF 111 CHAPEL ROAD, BEING LOCATED APPROXIMATELY— NORTHERLY FROM THE CENTERLINE INTERSECTION OF MINTER'S CHAPEL ROAD AND STATE HIGHWAY 114. ELEVATION•Si ©2021 Gensler VERTICAL DATUM: NAVOSS