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HomeMy WebLinkAboutORD 2020-037 ORDINANCE NO. 2020-037 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS, ISSUING CONDITIONAL USE PERMIT CU20-14 TO ESTABLISH AN AUTOMOTIVE DEALERSHIP WITH SALES AND SERVICE OF NEW AND USED VEHICLES AND 40-FOOT POLE SIGN IN A DISTRICT ZONED"CC"COMMUNITY COMMERCIAL 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, an 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: 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 CU20-14 to establish an automotive dealership Ordinance No. 2020-037 2 (Grapevine Volkswagen) with sales and service of new and used vehicles and a 40-foot pole sign in a district zoned "CC" Community Commercial District within the following described property: Lot 1RA, Block 1, First Baptist Church of Grapevine Addition (2351 William D. Tate Avenue) 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. 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. I Ordinance No. 2020-037 3 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 18th day of August, 2020. APPROVED: William D. Tate Mayor ATTEST: D Tara Brooks City Secretary "* APPROVED AS TO FORM: (2, City Attorney z Ordinance No. 2020-037 4 h a� 'I f 5 1 50 0 25 50 100 i PROJECT—)I - I LOCATION i� 1 inch- 50ft. LOCATION MAP 5 55°24'43"E-807.27 I \ �5 O=17e00'45° L=844.10' CB=N 32°5709"E \ m CP=841.00' \ \ \ I ICASE _ -- _ - o LOCATION: NAME Grapevine Volkswagen CASE NUMBER CU20 14 rop. Lot 1R, Block 1 n \ OCATON. 2351 Millon,D.Tate Lots .,Block 1 { First Baptist Church u o ' ' F st Baptist ahvrah of Grapevine Addition T o' of Gape ne Add'to { (396,467 Sq.Ft./9.102 Ac.) ' / — I ` I MAYOR SECRETARY Prop. Car Dealership N5T71'16"W-198.08' DATE: -l 28,693 Sq. Ft. Bldg. j PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: i OF 11 APPROVAL DOES NOT AUTHORIZE 4 K IN CONFLICT ANY ODES OR ORDINANCES. �i O DEPARTMENT OF DEVELOPMENT SERVICES Lot 1K2,Block 1K1 T CLA551C HUMMEK ADDITION V - j Doc- N. D210164132 OPRTCT OVERALL'3ITE PLAN ]FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION LOT IR,BLOCK I 9.102 Acres SITUATED IN THE J.FAY SURVEY-ABSTRACT 530 -Al GRAPEVINE,TARRANT COUNTY,TEXAS g` OWNER/APPLICANT ENGINEER /SURVEYOR�A„!7f — Camila Annerop ertie5,LLC 5 iars Engineering,Inc. T" P BARNE 153Tetn PK,Suto 200 TBPE No F 2111 fy 38426 -wry —.5�1 .�\� San Antonio,Texas 78209 765 Custer Road,Suite 100 Telephone 210 886 8484 Plano,TX 75075 1 24 iSgL yAs`4� \o Q�Q SGS Contact;Ken Clayton Telephur :(972)422-0077 h�,.i or^- \.��• _*<(�'2pPP Contact Kevin Wier r\ -OZ C - _ =50' August, SE_ Job No. :9-:64 s e ,B Bemark Si z I ]0 D mrye Est \ \ 9 W.ss61 Pg.sa m7rcr 1 n n Aka6D,n h 0 nzo9z6wzo 5 am _T \ I sm d 8 DW,Sp-, B Bsploy koas -0= \)? � 30 0 75 30 60 P /J rl PROJECT ~? L --T -pw— R CDC�JU Frdme� �°`rpp,��"`J \ \ III to t inch= MIT \\\ � m � 3ok \ � �. � LI II' Site Data Summary Toble v .v. ---I nr 10.eLrrx t 1 -a B e o ' s� LOCATION MAP sm�9S aEaaBFu 2 D I � ' erneler F°nve 3 Q.{ - Zoning cc Community Comr—id Land Use Automotive Dealership y _ Lot Area 9.102 Ac.(396,467 Sq.Ft.) 30,000 Sq Ft. Building Footprint Area 28,693 Sq Ft i l H—al / �' 2nd Floor Area 1.670 Sq.Ft. Total Building Area 30,363 Sq Ft 237,880 Sq_Ft Max_ \\ 1\ �. I � - 1 1•n'� � � § \ / ,.'�' Bu0d'n9 Hei9hf 36•-0',2-Story 50'Max Lot C—rg. Ox 0f Site Floa,Area Ratio 0.0 1 PARKING ig t8' 25 --- Z 3 ,§ �'C✓ \ ° 0 Prapwetl Ping Ratio: t Sp./2,000 sf of Site Area 30'E 16 cod, t I Basic a� 25 J n 5\ \\��� `�� Requ'retl Parking 199 Spaces Customer Parkin Provded 16 Incl.2 HC e Inlet \ 9 aces(Ind. P.-284279' qII Employee Pmkin9 Provided 31 Sp yj 4 4 I A = G o Ing ,vdw d 100 Spaces , PIPIPI a � - V � t _\Nead.°il D=17°00'45' a � � S � � �� �v '� �; � Dispmy Parking ProWaea 10o spaaee .. L=844.10' I v I Aa°eesmle Pan,ing ReyaI,ed 2 Spam CB=N 32e5709'E I Ewa, s`" .yq �-°�"ti e� t T A A«essmle Parking Prowdetl 2 Sip—Total Par,irg Provided 596 Spaces(Ind.2 HC) CD=841.00• ' ` Im ous Area 229,031 Sq Ft. 317,174 Sq Ft (60�Max i / p e Aroa 137.314 Sq.Ft. 79,273 Sq.Ft.(20%)Max �P �s. — _ s aid � _ fie• ,�,� . r � = I t�ndicap Parkin Is Provided In _ The G se ._ �.. Accordance w/ADA Standards. ,. Q wap.caor.� • / s c.m -.-. - �c a �� 'Lem!` 1� ,A 2. All During Requirementslion the Period 01a cerShalli n- a _ Rip Met Dunng The Penod Of Constru twn 6 PmL _ _ s;ee,aP (u 1 canx; .� z 1 k '"- 3. All On-Site Electrical Conductors cSh II S �`o 6°cam uO�! oa neae �_r ruction s 1 Pn,metePv e i Associated With New Const ' ;p'Wlr. 12 SUS Be Located Underground. gym, FPm 9�«wk 2 40J' 'y 4.Site Plan le For Informational Purposes 9 25 Only. it is Not A Construction Document. n55s sea`p9 5. All dimensions era to face of curb. m to Emm°Y0B 6. Barbed Wire Fence is Not Permitted. ( a I s t?S41 a e� -- 0-.d ' 9 'ores Spaces pe 9an YYY \ L µ .x' P '$S��J / Lots 1 it Block 1 @ o 46 IyrAsca�sm!°!er 2l6 II N. T o I 6 \ CASE NAME_ Gra W4 Voikswa Ordna4eAdin9 01, So �., , _ Prop.LOt 1R, BIOde i CASE NUM U 1 25 �2�a� I a of Grapevine Addition s =i LocnnoN: First past Churn to s ow x° TCT ' First Baptist Church zar �` �� h, or craveWne Aaalnw, (396,467 Sq. FIL 9.102 Ac. 9 - �`' Prop. Car Dealership � I I Prop 5. 26,693 Sq. Ft. Bldg. Footprint p "^dl I \ } Noce+'t �\\ MAYOR SECRETARY sae.ak ominem 30,363 Sq. Ft. Total DATE: 90 5 - Site x Ban Ocerhead /. ♦e �� , PLANNING AND ZONING COMMISSION D: ght y Wn Is:°D: 1 CHAIRMAN -�31 amp.S �^ = - 6 -I'LB8 tl G4S..., Siderall ''9!� ., V / /�/ s�° ° DATE: 2 16 r4S2 �6• >.^ t\ L F(:FND SHEET: 2 OF 11 16 ��\ / /� \/\/ Fire Hydrant Q 1-A \\ " 291 w• •` l PlOP.BnncJ \ / �`� \ APPROVAL DOES NOT AUTHORIZE [D `� 5!e \ PknL / Proposed Firelane ANV ODESI OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICE §r / / Traffic Flow Direction --- 0 5 ,aces � \ \ � - I,. = / v N m Q Sam w ; 3 DIMENSIONAL CONTROL SITE PLAIT krlar.hg k \ S� � hCa 6 / \ \ WL ry BAPTIST dE�I U CS I.--. OF GRAPEVINE ADDITION _ —— Lot 1R2,Block 1R1 K BLOCT IR LOT i CLA551C HUMMER ADDITION \ Doc. No, C210164132 CPRTCT 9.102 Acres s e { SITUATED IN THE J.FAY SURVEY-ABSTRACT 530 GRAPEVINE,TARRANT COUNTY,TEXAS OWNER/APPLICANT ENGINEER/ ER/SURVE SURVEYOR Camilla Annper Spars Engineering,W°o tER BARNETT 153 Treeline PK,Suite 200 TBPE No F 2121 \ 7 Zr.p 136<25r San Antonio,Texas 78209 765 Custer Road,Suite 100 Conditional Use Request CU20 14 is a fit F ENS a�''F Telephone 210 886 8484 Plano,T%75075 CPP reg uest to allow for an Automotive tit TONAL E� Contact Ken Clayton Telephone(972)422 0077 1, Dealership with soles and service of new "'•� Contact Kevin Wier and used vehicles and a 40 foot pole sign. &&fL I Sca_c: August, 2D2C SE- J b No. _ i/v'r�arl "" 5 552443 E-807.2T E,o,m olr ° ' " I _ _ _ o spare, „e<' az I e' I I �'9� V - -.. - 44 m.spas a p uz P� r b \Pa ale ra°a 0_ CT 30 0 15 30 60 ME 1111 m n' Is le I i LOCATION \ �@ - I 1 inch= 30 ft_ i9 \ LOCATION MAP PM.02180S1269 OFRICi < -. 04 e F� °s M 'gy pp I Z EO sale 1037 473 o- o p l.w7u 01", I n ' 1.e ,�\ seoa.er PerI tap re a� `Lahr I I 00L a's a �n�same cat, 3- T ta'-scope Setboar CASE NAME: Grapevine Volkewogen } \ CASE NUMBER CU20-14 ' LOCATION: 2351 Will.-D.Tate \ Lola IR,Block 1 i v N 67°t 8"W-198.08' rat Baptist charm \ \ f Grapevine Addition � \ - MAYOR SECRETARY \ sF \\ \ 1G \ DATE: \ ula�tl'G1�3 Q �µSGt TZ - �X\ PLANNING AND ZONING COMMISSION CHAIRMAN DAZE: \ \ ' SHEET: 3 OF 11 \ APPROVAL GOES NOT AUTHORIZE \ \ ANY WORK IN CONFLICT VATH \ (: ANY CODES OR ORDINANCES. 1\ (DEPARTMENT OF DEVELOPMENT SERVICES r DIMENSIONAL CONTROL SITE PLAN u FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION LOT 1R,BLOCK 1 \ V 9.102 Acres 1 SITUATED IN THE J.FAY SURVEY-ABSTRACT 530 \ 1 ZL GRAPEVINE,TARRANT COUNTY,TEXAS r� \\ � E F`v't1t •tjp OWNER/APPLICANT ENGINEER/SURVEYOR Camilla Ann Properties,U-C Spiars Engineering,Inc. TYL,R BARN TT j 153 Treel ne PK,Suite 200 TBPE No F 2121 r 138a26 -¢i \\ rjt90 San Antonio ntoci o,Texas 78209 76S Custer Road,Suite 100 Telephone 2 111 8 8 6-8484 Plano,TX 75075 Contact'Ken Clayton Telephone.(972)422-0077 Contact:Kevin Wier \ \ Sca-E' =30' Augvst b Co. _ -_R5 5 , r r �—r- oPe 6eib 1:- _ . .HYDROMULGHI WAYNIX uu�� . i 7v are, W/TENMORARvleao€ . �• ..p �, - -- _ 4 CE to Ink, \ 0- I � Diu,vsna� so pares iv CiHw 1 t__ It ----�y•Pvc— -- I F� {�-3y=[ cDP:..__`�_N,�,%- cP �\.`. `.`.`. \� ��� i ro, � 31 tl _ v ` �� i / LOCATION MAP y � PLANrusr 0 9 0 ) •,. TREES PE COMMON BOTANICAL NAME SIZE REMARKS y Tom` NAME 053 ttCIE oR unvaare a 0—us wqxAPA 3•m. sae t3 nl.as sp�esa�. 1 i I Igo_ hg' 95 - I \ i6 Y _ s/ 44 CP CNnese PiAlade Txodrum dAxh- 3'Yi. BH-73'hL,4'S'spread An. .--.. \ 1 \ 9 RO Red Oak'Shema d Oue7eus shurtlatH 3'tl. 8SB,i3'ht,4'-T spread mn. ai 13 I F-1 x Sae, - (r _ I sniff o yl Q. yy .z z m _SHRUBS __ _ CITY TYPE COMMONNAME. BOTANICAL NAME -- SIZE. REMARKS 184 . 998 DBH DNad BUdold Holy Ilex Ruts'Buawdi—, 59.1 container,Ell 20'gvxvi mlo.24'ot � I� C13 35;'�9 roE. . o-_ GROUNDcwms --- -- -.._.-_..._ (,IJ-�,I,..()� ) i0 t=' 2 _J y •.�.`.•_ - ` ------ Cry TYPE...-COMMONNAME BOTANICAL NAME -_ SIZE.-. REMARKS. -..- E c_ - \. ROMUtCH MI AMMIX'•� CB • \• I '` •,_ •,•„•• Gammon Bemudsgrese Cymaden daelyfm rdl sod solid sod,tees,to notes vT. . . . . . . . .\o J N 4 NOTE:PI tl'st is en aid Wbidders only Con;tador shall vanlY all glantities on Gan.All FeighL and wads �V n All tmalenal shall meetmevcseC remarsasiM�ted Alltreesblalestr JY ard he ma�3vg \TY CE \ \\ wift vaselos Pla d•SS \ .ORW( 60ERMINA Nris i fi Q�rb — — _ —— _ jeF elane _ .Faa fa c S'S�\ E \ e„ a - •-,-•- •,••-,• :.i•• LANDSCAPE TABULATIONS c,m v e ,0 wv H� �e �� et • • - INrER(l93ou 7� NIcmSSPPu�+roRY) _ - - �r_ ;. Pi Cn+c/ /["m NJ Nec Esm. - GROUND4RRIGATMUNTIL uj�. ReRa ts: Xef9mss pa InA ammbe 7 i hr 7 'MCI°,e.i esa_ ew�,eea �i)1 r CE _ toms ceRMmunpv• •�.�+'- M, ,)-a (1) c 19,305As 1 ssz I t - 3B s5.__- - �� �__.) v._ . Rawma P�9,M 3• -.'h- ✓ '1 �s I / I✓oltrees LO II I � ' e ( 1' )) "Emp v� .♦.+•I.`4; Cel. 153)_sal INTERIORPARKIN—RE£NRECIEREMQfB'. R,qu, ,xs:ac M.area I-P iPosi—, 1 aam er&9 wa+n — T, 91 5 o ) `�tl °5d�ao'gR32 ) I. } I Prop. L t 1 B n L�� Ie li..__ I) mre 0 a - ' � First t- hurc� -� �----� o _ 1 a e \ CASE NAME Grape V Ik wa en OPRTCT ) fr' Pr Co-c.�/ 3 NON VEHICULAR OPEN SPACE REOUIRFMENTS:la9a457s1 CASE NUMBERCU20 14 Ot CifOP _ �} P,arl LO •\�•_•�_ Ra9u�airent:Mmlmxnl5Wo:9ross saearnbre LOCATION: 2351 Wh D.Tote „ q `P• I t (396,467 F 9h02c) ) 0 Lo ��� CP t, �.� m�mrn rvac raardreo v�si raRpl st Cn 1 n Prop meee.ral.°er s,000 ar_mre9rmd nr e,epaane Adajaon 28,693 - ldg4L a _l.a j d �. j Side•hk o nee 1 �= I Sea. ReWntl Praide0 t ( I MAYOR SECRETARY z � ' I' -fi^Ra'.m � ' � ' 1 ' l' Tcab 59470s1115%1 132 BTIsf 93b% C231 erg /9 Rwd�nenN:(tl vaerm. DATE: }j N ' PERMEf .:(1PEA£NS ed[( - _.: -—G O d = f Iy, q SSf Per Sall aldr9 l y J o ' 'is Tedmebr. PLANNING AND ZONING COMMISSION ' 9P G 9R 12t.(i,p7211 11) 74 Pro,5 �,.,.. DBH fi 5]_ � - �- �i. ✓ ' RRJred PiafdeG ti i, sme.oie - � y� Set'et (alvme.a rel. (z7l ,a•a. , f CHAIRMAN NRx PmParN LIre:I89]91.f) p a. .aw. (167a•m. DATE: SHEET. 4 OF ii RxIDBH g. E3)_ (13)C APPROVAL GOES NOT AUTHORIZE Y�y (131 b9e,3'rat (101 seas,D'al. ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES \\\ 17 p sown Property unaaeau11i. � 1 S / iY'S:r •' i / �; ' Pm„dad DEPARTMENT OF DEVELOPMENT SERVICES 0 5 / / / Q 1t61 aea,3•�. (161 trees,3'rel. n m Ci \oj 6 i a � to Fx.69 4 i �" l \ � LANDSCAPE PLAN FIRST BAPTIST CHURCH wu OF GRAPEVINE ADDITION �\ 4 LOT LR,BLOCK Lot R2, Block ?R? a $Il1C 9.102Acses a 0 i — e+s CLASSC -UMM R ADDIT10M�v `E anascapeBcdle�s,ic, SITUATED IN THE E Doc Nu. D21016.132 OPRTCT \ \ seen z 811 J.FAY SURVEY-ABSTRACT 530& ( WA a ;®„m J.CATES SURVEY-ABSTRACT 315 B'rn 4 ae e, GRAPEVINE,TARRANT COUNTY,TEXAS la o ' p NBSC OWNER/APPLICANT ENGINEER/SURVEYOR o P•^`� `c0.gA�9'Pn Camilla Ann Properties,LLC Spiars Engineering,Inc. LANDSCAPE PLAN ~mSN D9 y 153 Treel ne PK,Suite 200 TBPE No F 2121 Plan - careen l ea ry Ina h 1- SCALE:7'=60'-0' y San Antonio,Texas 78209 765 Custer Road,Suite 100 I—r yn r y ana from adjace p p n li ' \\ e a 1 nny(ao)ncnea',n ,rt In e * Telephone 210-886-8484 Plano,TX 75075 a l 1n 9 nd us me type or epee e n -n .I n a 0 Contact:Ken Clayton Telephone:(972)422-0077 4 of 11 \\\\ m he got of three(3)feet one(11 year attar 763 plan rg Contact: ontact Kevin W er a > 3 0 30 69 Ix TF O F tE c...00. 6202V Aug. 6, 2020 July 29, 2020 Scale: 1" = 30' June 1, 2020 SEI Job No. 19-184 j T r' LANDSCAPE NOTES GENERAL LAWN NOTES 2 -- - (�-- I 1. adux�xdoarsroaanrem drei aTxn Pmrne T- 1 - ! --fi - T- _ I_ -a'=.` 1. cwxreamsna wufry aii edang ono aronasad dm daarerwswxlr wy 4 f _- l 1 -_ �- ___, - If4 1 .. \-..l I I - atwttmdenyd�wapa.rGBs.sorer darawansnrewaa urmm,mwdnlBazfopa�n dslopasdlrern> gmB. LO ! t � 1 I � I �k F y p / - 11 -. swNred bral an, Car o i b agMaMalseno a- hens basysi d ^' ^ ... yr - - V pp Uti 2. Cod2slarxhMlbmle all exi5l ubbhas arld \ - - r.- : �S'7.4� l. 8 _ ..:+' "- _•_ _ �- �'. �'--� t - �;-- __ 9 - Ni p4 iII m��� / reunda� z Arrousn arenroe. �a wwlaroroe annai mlama°w�iUnmdsUr baaw AMkedd m b"wan nUaYoNd finefitish gretl bady_,a n. M CaMlad 'rete operab'nis . _• �..- f~- o '�J. - U � __� I I P6 1 Ca4r Ym is sharable far obfainag as requiredlaxRSq eard(rRgerlm 3. ImPORB9fopm"1.41all be rraWrel,/neMe sac ham Ueregim.Erpwrl as bdlan \ 1 pannit" erbsa heel an lurtMs,dBYt 'substance rods,da6iR✓agahhba, W I o- 3 ( ( E co ga nmam g o ai a domed t wave"e ve �gl 4. comradormamwdeamiwmnm zss sloPB away lmnasnxnres _ 3 dtl 5 All lanb beds and lawn areas la be 4 Nlmwn ereasrobe 6ria gradm'irrigaon trencher w°pkldy,mltla4 mltl p I ( v P rg sepereledbY veal aBn9 fM swa'b finish vedb Ue Owrre/s CmatmGimM ArddeG n41m.- a I �y I t _ I,., - Pd ba inSmllededjeceMla sidewallm aaxbs rtormrMiellaM r aregwm P �S !• �\ � 4 ' 2 Inc � T 6 Nf rarMscaP—sroda f00%Imgamd wigr an unc§rgwrdabrr ffit 5 All rods l4'denrerer andlager,diRGods,aMs mrxrewspas Mc LO 1 _ �j I I ��! imgation sySem aM shall irlGWB rein andfiaeta.�ws ;•,C cE w,I "�) � � 2 / � jl I -p PpmoW nsra� a,r LL• \ V 2 r�L CE _.. _ j - '� al raven areas T. d ro be Sdrd Sad Babbedagrass,IWseahs usndUa 6'. edm 'awfys re CodraGmshaii pavloe(/7areinchmMpoRetl topmlmebaaasm P T lam cwve law,.. MAINTENANCENOTES SOLID SOD NOTES \ \• /n\ - III F 1, The -Mefw Ue and maiM-aboda lee shall beldntlyaMsaardlY i. Fine grade aMazroaGuew final contours iMiteted wasazb Laeretaire �\ \ "94 c"/ / _ (I I A opsd gray°mplaMing areas aM f'bdavflre'gmp /asPondlexisrafs f 13'berow final tlea'retl i � '• `. • .`.` .`. a Q z al iarldsr�e shall bare nra ar�eM a�aa Mdlwres.• / a � M hrBdm rdeRrmanw in 1._- This snasobs.mawg,sop,,peahen,,rodGzvg,wavag, and 2. All laws areas 0 m[amsdid sod snail be fa in a nlavnun d f'fabw/al . / '�� / \ \ _ ��I _ ( ornargrw amv,rres�.wnnnmra�dsaspa nwirraaar�. ewsn grade.coMrsawrocooidrrafe oparanona»ire drsta ca�sn,Gim 2 l Il 3 All landscape areas she be has dlresh,title,,wesbe and oche such Manager. mamnetor pa aor le pad fessplen 3" COMrada to comdinare,sh bWHN.Constme6m Manegwh ereA Mlgyd • •`•`•'. •`.�. \ \ \\ e"CR ICI i0 4 All p'eM mdenelffi Il bB rem'MMratlinafreeiUyaNgvxirgmldtimesk exisfitg topsa `1 - approPnefe ldrU season o/MIBYea'. 4. Plats sodbY haMmtnwr�M�caib'ares mnplalaly.lnsusad3esdebe O ! --_ I� Ooc No z/��806.1269 5 5 Ail plats mMenM wMch tlies shMl Ds replaced MU plea.'mdaa'dequa'm eatmshirg Top dresstdntsbyhene wiUmpmBmfiPwids 1 IT Defer naive. Rol grass areas le schism a smooth,am surface.hee fise,unnalusi y 4 1 \` LION(IN �,it .. •�i 6 ConpedashallpmNde sepaRfe wtl Proposal formeysaarta`dwaxero untlulslkxs "IKN! LL/+ /. \0 {y.. .'.° ff/a \ \ \ .\ .z „ I IZ nagin aflw finalaavPfance. 6" Watersld th,,VMyw sod oPerabon pog'asen, \ • \ N • I III Ic / L III 7. Conbatlm shall marABin all lawn areas until final acapfxxs.YM sheA ianGWebutrmlf ledro: ten weeM P\ y \ \ ( HYDROMULCN NOTES Hats wa re q,°a a y,des g r ndrepledrg dead orbare areas ro keePWamsrna nBPraAa.neahy i" All1-b lbbehyd—IchB-Ndgreba.unless nasal dnenirem wndiftn. 6. Cwhatla shall guabbeas aslallishereni of an accaplaMe Waves arf.tla'f 2. Conhacfar"I scen •`• .`. '(' I P N nP,loosen all areas ro be hrdtaaddredma proWtle replacement hMn local supplyb'rleosssxy. e / cD mamum eeph d4•wrorrolo'I sranW+edlb vaileem. 9 -shelation ocwrs babaese eryember l anent f a —lebe, �m " vy v F i r �I I Ili 1 Bwmrad blegelas a in rts nfise..caurrerad�rrweer ova—dad wrenWnfe,Rrearass,M a hale dlq wwaspar�aw,rsam `+VL�let GC • "• - •"2 Q _ \ \\ A\ \ - o b _ 1 II De eNahuiledaM rreafedl sbe 1 _ manM shah 000)squ fad. \ \, \ \ w`P Smle Lew regarerrleras. u 1 ate 0 DBH s epnumdnr nwnr �• ` c� Cmoae aae«t�µoceg,xow.ar ;LL'`.. �'. .'•N`. .:`.:`.•LL-.`.:.+'`. ..`..•..'.`..`.'..'•'.`. t•vim' �� v v v\ \\ \\vv ° j_ 4 mem� rf shaasllels�'7rteMrm l�beTeaecaukh�mmrea da • 5 Froarad e co D tt . . . . . II rI ItCE 6" Hyd khMnBmuareros rt urarensuWtmBadmmuredeaWdog bnyNB.GncmdM(2w�lx)uaprolorPSxreaI necd..W urousar4fIW0)squared cnasmem mnem lygdlarea'.r, a •'•' 7 Use e4ke bMmrboam against Ml bads meat \ ! s x9 to ,I a� 1 lmdauafimoccursbINwean SeProrMetland Apdil,ahyd=AMsee a, rutcnvotsttcrlcn'nas •HYBROMULBN HKJiWAYb1IX• ` �• • • �� \ \ OR �_ - '13 { to ba WiMa Ryagrass,Maretedrour(4/pour Ms pa•one Hrcvamd(f0g0J `�2/'f�MPgRAI;YAgOVk" .tZy .'.'.'. �,. \\ \ ) a -_ ,�° i_ µ -� square roar.coMraamsnMl bB raqurred ro m+Irdmxnm wire GROUNOJRRW.4TWNUNTI4 \ \ \ \ - 1 't@ -_fig Bermuiaghav the fdrowing 9mMr9 ream'I. \,�lL 1 i?MAX9dUM ` ` •100%GERMM1VA710N• • 1�•' `•`•`•`• \. \ _ ++••'�'..'-..' _ \ \\\\\ \\ ; r' 9. inUs—lyaleassurabs—due rofimedysevirslailakabiNall - ••.\. • \ '\ /9 � ���g® the taspoaGwltydfhe md2Gm to s�IP existing 9ntss,bag o'giprgs,aio' CASE NAME . .'• .pT sf74 \\ >�9 \ \ \ y NYC 10 Al alreasm Da hd Mlewn nrcMlaar. .. .`.`. `.`. a :hall hate me hurMra ittl96 CASE NUN: C P Volkswagen f 1i_,�I Ill-iII III I Illl t '( 1 .eERc c351 l'! 1P LocnnoN: z3st wI. D.Tote Jl�ll ll-_ ) -._-_ �r _ __ � coverage pnmlo firlM L t iR Slack 1 �R. of xoexasm nooxcmeersTK� y �. . . _ vv -- t B Pi i Cnproh .-aoewwxs . F \ \� 2 if. Conlretlmshell ma Mein Mllawn� firfi lecrgtwxa IN s z _ \ JY • I (Grapey tie Adtltion _ _ _ cP irldwe artrwt be lirmredro moMrq M rrB eadrlg,aamaer�.dmrry, /(,.t\STEEL EDGING DETAIL xoT To suc LO LO o \\, ` • •' - \.\ 2 R \ +� mMlte", dmdmbare areazlo fs(na _ _ •. `. .`.'.`.`.'NYDROMULGH HICHWAYMIX.`. `U - ^ � RBaP Plan wHorn4 haafN �" \• n • 'W/IEMPORARYABOVE \\ s { 12 CPMr lmshalf BuaraMBe BsteMlshmBnldaReIXep(abIB ACfareaa'H she MAYOR SECRETARY . 3 / \ `T \ '�.t . . Gj (U+B IgRIG4rim+`ud/IL.".:,pa x Pm as, Wacrosent hem local amWy as namsarY TE. --------- /A/\ A0094 GERMINATWN. y' DA • ,•'`` ` `` )• • .+i ggg(- PLANNING AND ZONING COMMISSION 1 HIGHWAY MIX LAWN NOTES cro \ \ '1 6"57`16 W - 9E-08' \ InManam drlare graasesrobePadamrodbyhydmsee<srg. CHAIRMAN 2" Pro dea hydevneldreapper HydrmNMh Ndee DATE:_ 1 FPM 9radBs robe smooch erd level has ddabns,mdua ow✓i'aM sha4 AL DOES NOT AUTHORIZE y as amx axa ca afftt ' �m5N2g PLANT LEGEND\\ , 4. insralSil the Grarmehave be'Its a, p mx Alt e 5 ildhtir sue SHEET APANYO CODES OR ORDINANCES. WT-1 1, 1 CT VATFi 2 1 etsG Gass Sibs/aw ES. �i 14tl -Hint,.Graas 401bs/aae DEPARTMENT OF DEVELOPMENT SERVICES -Green slesboNop Sibs/errs t0 Ease \ \ TREES \\ \ - 1 - -lnmgrasc 6lbs/sae auesra xosc ' r , TYPE COMMON NAME I µgo ce O�lda�Fxn LANDSCAPE PLAN N M Mahnxaff� �xa GP CNcesePia a FIRST BAPTIST CHURCH RO Red Osk'Sfsamid SHRUBS PUIx T s PE D06MONNAME OF GRAPEVINE ADDITION c!x[a,Trawrcui.w vxcaw. USE Dwad Bbnbd Holy x .ow aaama,� I N rh aver.aN,roasaaae,wf L 1 Flxlaxaaxrorsr.�xYs°aa � �w' LOT 1R,BLOCK aw'aao—Rem tip . smr ` �"' �c�� fswns 9.102 Acres s Nx oar c4 W J A rM�m w� d 4 andIalchifecs,Tc SITUATED IN THE e f m l x ma xEr svrnrwrau Brava µJ � m� Xur awlsluwoa 4Q cscm ' {k aiaef J.FAY SURVEY-ABSTRACT 530& -.11� .E� L� swan®Brsrc td� �'I _ 4a w m4a Lraa J.CATES SURVEY-ABSTRACT 315 GRAPEVINE,TARRANT COUNTY,TEXAS 5 ?X DIAMETER mr sx To ry OF ROOTBAtt xam swmxu SPACING PER n�mmw Q��`pN0$CgpF.A9 OWNER/APPLICANT ENGINEER/SURVEYOR a PLANTUST N4 O qO "y Camilla Ann Properties,LLC Spiars Engineering,Inc. xa LANDSCAPE PLAN R , 153 Treeline PK,Suite 200 TBPE No F 2121 PIa t d t In n- SCALE'1'=BO'-0' m n San Antonio,Texas 78209 765 Custer Road,Suite 100 02 TREE PLANTING DETAIL �3 utavm fro n gh 1 y df 1,-en,D n r hall �SHRI�PLANTING DETAIL be f'h Iy(3o)' n Telephone 210886-8454 Plano,TX 75075 xor ioscdF. xor ToeG+tE of pi g d be th YP t P ci n ',Il Itt-a /, G 0 Contact.Ken Clayton Telephone(972)422-W77 S planrn-1— M1e ghl 01.hree(3)feet one(i)year after (/®�I(�) .9/, rfi -�P Contact.Kevin Wier B B p F0Ft� 5of11 620M Aug. 6, 2020 July 29, 2020 Scale: 1" = 30' June 1, 2020 SES Job No. 19-184 EXTERIOR FINISHES GORSE ARCHITECTS EIFS-1 ACM-1 GL-1 PNT-1 4710 BELLAIRl_Bi VD,SU1T'F I OS HFLI.AIRF,I FX.AS 77T01 x� �'•�{ rr�� z` ,�10.�.��4'TT� 1� �1Fr NNN'.GORFI AR('HI'i'FCl).COM FACADE EIFS-1 ACM-1 GL-1 MASONRY I TILTWALL I PL-1 TOTAL corvsrvfrnxrs SOUTH(BE) 14315E 143 SF - I,-BE - ]]9SS A_BE CNIL EN GI BEET So_(%1 23% SPIARS ENGINEERING INC. CUSTP IlGll NORTH(SET 1,295 5- 307 SF 132J SF - J,455 S b.J84 S- 972 422 TX 750>5 .: NORTI(%) 21% 5% •. 21% 53% '� 100°b .,9I2.422.0077 f EAST(SF) --- 2705 --- 4.SJ7 SF 5,107 BE STRUCTURAL ENGINEER EAST 1%1 - .. S%. 95% -' 100% DALLY-EASSOCIATESINE. 9800 RICNMOND AVE STE 460 WESTIBE) 1,101 SF - 211USF , 1,6955E 4,MBE IOUsrON,Tx 77042 ' ___ -_ 713.337.8821 is wEsr��l � z]% 4J% Sax- 10w�.... '. ;¢... TOTALS 2R95F 15515E -BE.SF 3745E 2;7345 GMEER MEP EN JJA INC. TOTAL°b 12% 7% 22% %% 100% B'.50 N.CENTRAL EXPWT.SUITE M 2100 pALLAS T%752C6 2t4]39.Bfi8C CONSULTANT tM-DISCIPLINE CONSUL TANT PHI.NAME EIFS-WHITE TO MATCH ACM-1 ACM DEALER FRAME WI ILLUMINATION CLEAR 1"INSULATED GLASS TILTWA;LL-PAINTED WHITE TO MATCH ACM-1 PHONE 2UMBER THORUGH AT INTERIOR WEESITHE CONSULTANT r5 S'..CONSULTANT#5-NAME ADDRESS TOP-30'-1 at/32' PHONE NUMBER ALEGI ROOF LINE(BEYOND)- Ptii1 -PNT t. ROOF LINE(BEYOND) 27 i16. 715 ' CONSULTArvip6 DiGCIPLINE _, ___•_y —SITSCONSULTANT#6-NAME .. PHONE NUMBER ---__ - --- ——_ 5 I - - o PRINCIPLE Principle to P VOLKSWAGEN OF r GRAPEVINE PENALT'JESCa Prory ANEW FACILITY DESIGN } C3 y F PHo�EciADxEas a GL GL 1- PROJECT ADDRESS WEST ELEVATION A NEWAUTOMOTIVE FACILITY DESIGN 1/8" Y L EO ARC ;'•I S 4�p.El Wq o ,3„32. a ��� ROOF LINE(BE O LM PCO ( O D) ENT i. TOP 25_2- N7- ?23a1 Py's -.... O ROOF LINE(BE 21.85M _..1 9TF Op'C�� d -- D ROOF LINE(BEYOND)29' 1n9132" x tfievorvD ' -------- - O III GL;__ ACM=f EFs _.... R LINE 13-67U2- O O roP.-12'-6 M ------ -------' & 'ti-- I. • ______+__ ______ __ • ti.TGP 14-s _ _,_ i• �TTP - !� A1949 Roo E(BevorvD) 13-2`R" PNT; r E ti -- -- - • OrTP I; FOR INTERIM REVIEW. METALCANOPv .� L i NOT INTENDED FOR BIDDING,PERMITTING OR - G ] CONSTRUCTION PURPOSES. MICHAEL WANJA#22347 n I -------------- 3 i O B O O O O O O O O Y-z O O uF 6 oArL MA6. e 2 NORTH ELEVATION I'I CARERAME GRAPEY VOLKSWAGEN �yq LOCATION NUMBER z szc 14 OWNER/APPLICANT NE iR �> 1 w� ':Q� �:; CASE NU w.0 AM D.rATE NOTES: LOT5IR.BLOCKI 1 D- BG GE TOCOMP WIR THE CITY OFGRAPEVNE ORDNANCE SGNAGE 111EPERMI TED FIRST BAPTIST CHURCH sEPA BrscNA - CAMILLA ANN PROPERTIES,LTD. of GRAPEVINE ADpnoN i.ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZOINING ORDINANCE. z cLAsso DOOR 153 TREELINE PARK,SUITE 200 3 'GOOR—CHEDJUIED SAN ANTONIO,TX 78209 KEvawry € 2.WHEN PERMITTED,EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. a ETTEREVEAL PRE-FINISHED METAL_GUTTER AND DOWNSPOUT COLOR TO MATCH ADJACENT WALL CONTACT.KEN CLAYTON MAYOR SECRETARY3.ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INPSECTION DEPARTMENT. CHANUNS PENCE - WITH T WORDS THE LAN -RE E PAINT E TOW AWAY ZONE"N4' ITTE LETTER NO ORE THAN 25 INTERVALS �, 4.WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITY OF 10%. CRUDE AND .,GATE ENGINEER s DATE UVE w FIRE HYDRANT ELF CIVIL SPARS ENGINEERING PLALW NG AND zoN Nc coMN s ox a E'EXISTING LARD O BE P TED xx x. 765 CUSTER RD STE.100 Du _ FA PLANO,TX 75075TE DETAILucr -- REPTV SITE L GFUTNG ELECT Ott MVON SIGN PROV.DEO BY OWNER GC TO PROVIDE POWER AND HOOK UP REF ELECT CHAIRMAN '.,.. I CONTACTS KEVIN S.WIER CITY DATE GRAPEVINE SHEET 6 of 11 COUNTY L APPROVALDOES NOTAUTRONGE TARRANT s Ee NAME svWORKW CONFLCTw TH -BUILDING ELEVATIONS aNv CODESOR DNANCES SURVEY DEPARTMENT OF DEVELOPMENT SERVICES J.FAY SURVEY eer N„Meea APSTRACT NO.g� 530 D 0 0 1■ 8 k EXTERIOR FINISHES GORSE A R C H I T E C T S EIFS-1 ACM-1 GL-1 PNT-1 47)OB[LLAIRI BL\11,,SLHFI M 13Ei_IAARF (EXAS 77401 S q .. „_ _ TNNIM1'GCJREI 4R(-I{IILCTSCC)tf Y FACADE EIFS-1 ACM-1 GL4 MASONRY I-nLTWALLI PL-i TOTAL -SOUTH BBF) 1.4315E 143 SF 1,-BE _..33965E s,]47 SF corvsu�Tnrvrs 12'5 -SWTH(%1 -23% 2% - 22% - 5J% -- 100°A GIV LENG NEER '- - - - '- _-- _-- -- -- SRIARS ENGINEERING INC. 1 2'_ T 9>` 3 I,1.2, NORTH(SF) 1,29E SF 307 SF 132J SF -. J4565F 63Bd SF - DM CUSTER RD STE 100 NORTH(%) -21% B% 21% SJ°A 100% 972422.TX]50]S *; —I(BE) 2705E 48J2 SF 510i 5E STRUCTURAL ENGINEER y;+- EABT(SO - - R,- _-- 95% - t00% DALLY.ASSOCIA SINC. MST(BE) 11015E 2110SF 1 606 SF - 4.-BE HOU C I% 0F4C O 460 MST 2J% 43% _ 34% IBBR III STE 2 ' f I.M33 888 TOTAL SF 2,Y29 SF 1561 BE I.-BE 13,374 BE Y1734 SF MEP ENONEER ._TOTAL% 12% 7% 22°.6_ - 59% _ tOMA JJA INC , E TRAW -2'-.00 DALUTX 162L I 2147398880 CONSULTANT -DISCIPLINE CONSUL T"-NAME EIFS-WHITE TO MATCH ACM-1 ACM DEALER FRAME W/ILLUMINATION CLEAR I"INSULATED GLASS TILTWA,LL-PAINTED WHITE TO MATCH ACM-1 BE. HorvEB1UMBER THORUGH AT INTERIOR WEBSrtE ' '. CONSULTANT bS-UISCIPL;NE ' CONSULTANT AS-NAME ADDRESS PHONENUMBER ',. WEBBITE r0 P o ti 'J1(32" CONSULTAN 6-DINAMNE 1 AM HERETANTi/8-NAME GLt GLi PNL-t G.1 W2 G G'.. GLi PDONESS ♦ROOF LINE(BEYOND) 22 I16116" - - - -- PHONE UMBER WEBSITE a6cTNA,.6—— _ ______- ? PRINCIPLE TGP ,2-6„�" 0 0T• C u VO KS AGEN OF ♦TOP 9 2118- - 0 1 GRAPEVINE METAL CANOPY 7 € -- -- A NEW FACILITY DESIGN �.� � PRo�F6�ADBB�66 . I (PROJECT ADDRESS PyT, O AT°' ANEW AUTOMOTIVE FACILITY n ( EAST ELEVATION DESIGN I 4 40'VW SIGN ELEVATION LIGHT POLE ELEVATION (�ED A9Cy 4 1/4•=l'-O" 3 1,4"=1'-0" 1L�i DEL IW" i U 0 0: f�Y �oP zs.r t6evo 27 ROOFLNE 21s 16 NJ 22S4T per+ 23-11`9Ys2' ••reooFLNE FNI'__ GL I_. PNII O (BEYOND)25 81,E 9�'F OF 1 ROOF L NE(BEYOND)21 8 SOO , <7> ti... .... _____ _______ _________ _____________ __- V — __ —..:. .L ——_—_ _— 1 GOHE 1 ©Tro aooF LINE(e6roND1 13 r zsr�" 1949 s1 A( r o P 14'_..� unF scNAroae i { , i PULl ROOF LINE(BEYOND)) 11,2v6' Q FOR INTERIM REVIEW. ————— ——— NOT INTENDED FOR BIDDING,PERMITTING OR CONSTRUCTION PURPOSES. MICHAEL WANJA#22347 I a _ -LC LATE '� • 1 05/21/20 FT A c- -.o TE ,naaKT otSc,z Pr ory 8 p 4T' '... 12 B. 1 3 B'� 12--a 1�6..._. 12 B' .6" 12 °' 6 0" 16 0'_.. 2 -__ - 80 T -.-. _... --_. 17 A' �. 2 SOUTH ELEVATION CASE NAME. GRAPEVINE VCLKSWAGEN ',, CASE NUMBER CUM 14 N CATION LOTS W RLA.D LATE BLCCNI "EST BAPT'ST CHURCH OF caAPEv HE ADDrrION OWNER/APPLICANT �... NOTES: 11­11B GNAGE TO COMPLY W ITH 11111TY OF GRAPEVINE ORDINANCE S GNAGE TO BE PERMITTED _SEPARATELY BY SIGNAGE VENDOR CAMILLA ANN PROPERTIES,LTD 'II 1.ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE MINING ORDINANCE. 2 GLASS O H DOCK -- -- - - -- 153 TREELINE PARK,SUITE 200 MAYOR SECRETARY 3 'DOoa AS SCHEDULEo: - -- - SAN ANTONIO,TX 78209 ''.ItEr PUN !. 2.WHEN PERMITTED,EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. 4 E EE REVEAL 5PRE-FINISHED METAL GUTTER DO S CENT W CONTACT:KEN CLAYTON 3.ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INPSECTION DEPARTMENT. CHni L CE DATE �' REu -- -EREDPArvTwTITHEWOaa 11111NE Tow AwAIINE N4" F HITS ETTE NO BORET PN 2S E VlLLS PUNN NG AND zoN.NG COMM•80N 4.WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITY OF 10% IRS CHni cEAND SL DNccaTE ENGINEER wFEB NEW FINE HYMEMSH FEE - - SPIARS ENGINEERING BES Ex STING BOLICIEDT-BE PAINTED 765 CUSTER RD STE.I OD 3 CHAIRMAN DUMP RE DETALS AND STRUCT _ 01 SITE LGHr NG REF ELECTRICAL - -- --- ---- PLANO,TX 75075 012 PLVON SIGNPROVIDEO BYOWNER GC.TO PROVIDE POWER AND HOOK UP,GET ELECT d CONTACT.KEVIN S.WIER EDATE 3 SHEET.]of 11 CITY GRAPEVINE APPRO—DOESNOr AUTHORIZE P ANY W RK NCO ANY CODES OR cEaD NAN rsH COUNTY s C ARTMENT OF DEVELOPMENT SE TARRANT SHEET NIW G BUILDING ELEVATIONS SURVEY t J-FAY SURVEY sHeET NUMeea s APO TRACT NO. ®0 02 r `\I f Q 30 o 15 30 so LIA 92 20 -l....0.1 9230 9210 ��y i inch= 30 ft. � ti 9230 \ 9220 � � 92.30.YSc-w. ✓ I � � � A �� General Notes I 9200 9230 E,Cmtxa9e Xl� 1. Ail materials and construction shall conform to the City of Grapevine v1 Plans and Specifications,except as noted herein and approved 9']G 91D � by the City. .. 2. Contractor shall be responsible for maintaining trench safety 'emsrequirements in accordance with City Standards, Texas State Low, dd and O.S.H.A. Standards for all excavation in excess of five feet in depth. 93aO \ P _ 9125 91.10 to 3. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all `\ public utilities must be determined by the Contractor. It shall 91.3D 915p_ 11 1 g be the duty of the Contractor to ascertain whether any additional j5.Z o r / 6160 \% facilities other than those shown on the plans may be prese Ft, ,N�(E G F' ifi `91_10 220 5De0 sa�' 4. It shall be the responsibility of the contractor to protect at public -..B9 636a Oo' utilities'n the construction of this project. All manholes,clean- J0 �TYLFR BARN"1T�� } :' 19t.6D TER 01' outs, valve boxes, fire hydrants, etc. must be adjusted to proper 158426 :mi 9ve' 0 line and grade by the contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line tt Fsg c+. 912 and grade during construction of the paving for this development :t93� I 9LSD �� ! + 5. Drainage should be maintained away from the foundations,both during and after construction. 90.6H 9020. 6. All earthwork operations shall conform to the recommendations T per the Geotechnical Report. W DO NOl DISNRB' 6i 7 p, 60g 90� _ elevations. Add 0.50 feet to elevation for proposed p of curb. �s A Proposed spot curbare shed Butte _ _ 1� T� ft0 90.& Ycltll Ex/ _ —- t 950 C H1-50 1 ! 66,H 1 r0 (]+]V QUO 0 PQ 04 � U !+Y O Z 8 9TS0 `..� 9aso �twvo m°ts FF=591.50 W a wU1 Q 25 g25' 9260 20 \ 90 fifie of SH 1543H j,bO,. ��I O .._.;9>- 3 .4 k.-f 920G 1 ' 91.5G J' N V) F�4 +tOc;a AW�t + * L 6920 89M 19T50 -iW=6650 '';? CASE NUMBER. GU20-14 CASE NAME: G­pevi..Volkswagen LOCATION: 235T Wil am D.Tate O h 19i50 9 50 Lots 1R,Block i ' ,91_Sri 91,50 J' Firat Baptist Church 91.50of Grapaw AtltlRim 13 9010 \ MAYOR SECRETARY 9200 __ '� \ q°�C o0.60' \ BTMYI 6 Go DATE: 6 {• -9050- (r69]0 9650 9°50 _'.3r 1 \ 90.50 v9G.30 �. PLANNING AND ZONING COMMISSION 69]G Tw-9CN * 5 CHAIRMAN L _ &AEG 6930. , 90� g L,.E8.58 DATE: f'o%6B SHEET:8 OF 11 BW B)6 APPROVAL DOES NOT AUTHORIZE \ ` 12. d 1 \ a9 u' Bw-6900 ANY ANY C I 6 i ES OR ORDINANCES.+ �C 920 / % .. h DEPARTMENT OF DEVELOPMENT SERVICES � d Lot 1R2,Block 1R1 CLA551C HUMMER ADDITION 9,C20� b-!,.w Doc N, D21 Oi64t 32 OPRTCt CAUTION I 1 1 CITY CPS MONUMENT#5: + __ Note: EXIS�NCi UT111TIE$ FEMA'A MONUMENT Ttli43.Ri IS AN 6-FOOT ALUMINUM ROD SCOIe: As Show 22? \ wIN A CAP SET 05 FOOT BELOW THE ACCESS COVER AND The Contractor Shall Perform All Earthwork And Compaction SEAMPEp'aTY OF DRAPEMNE.MON.5'.AND IS LCCA"'AT ME Operations, Including But Not Limited To, Placement Of fill EXISTING UTLI TIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM ENTRANCE To CANNON DEIeENraRr SCHOOL,APPROXIMA1ELr 250 Drawn By. FILM 'G During Earthwork Operations, Backfilling, Trench Backfilling, REFERENCE INFORMATION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY FEET Natty OF THE INTERSECna1 OF WEST COLLEGE STREET AND `., Utility Backfilling, Liming, And Subgrade Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO PEBBEEBROOK DRIVE, ETEVADM=633.01 Checked By KSW -"c6e To The Geotechnical Recommendations And City Standards. CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE v' The Contractor Shall Use The Most Stringent Requirement If CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. CITY CPS MONUMENT#7: There Is A Conflict On Any Fill Or Backfiii Operations. The 12'ALUMINUM ROD WITH CAP SET O.6'BELOW ACCESS OONTR. Sheety Contractor Shall Inquire In Written Format With The Engineer CALL TEXAS ONE-CALL(811)OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. ACCESS COVER IS STAMPED,'OTY OF CRAREMNE,NO.]'. Of Record Shouid There Be Any Questions Regarding FlII And SEARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWWG ALL EXISTING UTILITES OR DEPICTING EXACT MONUMENT IS IN TED AT THE WEATHER STATOR OF THE Cm" Backfiii Requirements. LOCATONS OF UflUnES ON DRA'MNGS. OF BUNURS AT THE GRAPENNE LAKE HEUK"ARTERS ON FAIRWA quI SEI No. 79-184 DRIVE(110 FAIRWAY DR.). ELEVATION=58576 f �2 ` V 8860 \ \ a S 30 0 TS 30 60 1 inch= 3Oft. r, + Sa20 .:� 89.90 01 Rp •. 80.90 SO4O General Notes . fiax / 8820 - LU e7 as 1. All materials and construction shall conform to the City of Grapevine LIJ - ,. 88,70 69 oo Plans and Specifications, except as noted herein and approved S by the City. \ _.\ gat 5:605 aflso �10 et3a 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, and O.S.H.A. Standards for all excavation in excess of five feet 1'\A -- in depth. P 1-- e6z0 3. The location of all utilities located on these plans are taken from F - rse A� existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall es s0 be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. s e9.ca �01 4. It shall be the responsibility of the contractor to protect all public �\ .: d ea,70 utilities in the construction of this project. All manholes,clean- 8670 outs, valve boxes, fire hydrants, etc.must be adjusted to proper \ line and grade by the contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line -\ ,X'7 � ,tr 67.w e65o and grade during construction of the paving for this development -3 \ 6700 5. Drainage should be maintained away from the foundations,both ✓✓✓✓✓yyyyy��f K during and after construction. t fiam 6. All earthwork operations shall conform to the recommendations g tit per the Geotechnical Report. ..TYLER BARNETT...i 1,c ssa'< 7. Proposed spot elevations located at the curb are finished gutter fit 138a2a 14 \ / assD 06b elevations. Add 0.50 feet to elevation for proposed top of curb. ttPtofl cEHSEe,G=r�+ 85.80 I 4,J•7f ZUll•7 Ism 8570 E =g,r5 � BS60 W BSSS } CIS aJ MOW Fx aazN 50 9 \ A-" z 0 00 ra `x) Ox-:blary � "OTFti k \ 842'J`j B4.50 Bt201 z r./ w\ r 'V� I�I W d0 < � U h: O � CASE NAME: Grapevine Voikawag— CASE NUMBER: CU2O-14 (LOCATION: 2351 William D.Tate 1 m Lots 1R,Block prat Bapllet Church o f Grapevine Addition MAYOR SECRETARY DATE: I PLANNING AND ZONING COMMISSION CHAIRMAN DA E: SHEET: 9 OF 11 tt APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. D DEPARTMENT OF DEVELOPMENT SERVICES CAUTION H I CITY CPS MONUMENT#5: Note: EXISTING UTILITIES PENAIS MONUMENT R14143.RMµ3 IS AN 8-FOOT ALUMNUM ROD Scale: As Shown The Contractor Shall Perform All Earthwork And Compaction WITH A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND Operations, Including But Not Limited To, Placement Of Fill EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM STAMPED'CITY cf CRAPEMNE,Mat 5',AND IS LOCATED AT THE Drawn By ELM 9 ENTRANCE TO CANNON ELEMENTARY SCHOOL APPROMMATD.Y 250 During Earthwork Operations, Backfilling, Trench Backfilling, REFERENCE INFORMATION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY FEET NORTH OF THE INTERSECTION Of WEST COLLEGE STREET AND Utility Backfilling, Liming, And Subgrade Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACIUTIES PRIOR TO PEBDBROOK DRIVE MATM.633.01 Checked By. KSW To The Geotechnical Recommendations And City Standards. CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE The Contractor Shall Use The Most Stringent Requirement If CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. CITY GPS MONUMENT#7: /'+ - There is A Conflict On Any Fill Or Bockfiil Operations. The 12•ALUMINUM ROD WTH CAP SET 0.6•BELOW ACCESS COVER. Sheet C4 Contractor Shall Inquire in Written Format With The Engineer CALL TEXAS ONE-CALL(811)OR OTHER UTIUTY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. ACCESS COVER IS STAMPED,'CITY Or GRAPENNE No.Y. Of Record Should There Be Any Questions Regarding Fill And SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWNG ALL EXISTING UTILITIES OR DEPICTING EXACT MONUMENT S LOCATED AT THE WEATHER STATION OF tHE CORPS Backflii Requirements. LOCATIONS OF UTILITIES ON DRAYANGS. m ENOWEERS AT THE GRAPEWRE LANE HEADOVARTERS ON 1AIRWA SEI No. 19-184 DRIVE(110 FAIRWAY DR). ELEVATION.58536 NAME Grapevine Volkswagen 1 DRAINAGE GENERAL NOTES - 0+pp,lp Line'f '' CASE NUMBER CU20 14 n 18'RCP LOCanON: 2351 WlRiaeh D Tate 1. All materials and construction shall conform to City of Grapevine �9 Lots 1R,Black 1 Cmst Type B'Hmdwdl \ `,.. Prat Baptist Church Standards and Specifications,except as noted herein and approved in FL 18'RCP=581.00 of crapevine Addison 6y the City. 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, 70 D a t. \ MAvoR SECRETARv and O.S.H.A. Standards for all excavation in excess of five feet ` W.558t Pq.SIl D line'F' In depth. .=on&I rec.in S Doc No.0209260320 DATE: - 3. The location of all utilities located on these plans are taken from W - I Dwacr �� A \::F existing pubic records. The exact location and elevation of all \ a PLANNING AND ZONING COMMISSION public utilities must be determined by the Contractor. It shall be Q% the duty of the Contractor to ascertan whether any additional facilities other than those shown on the plans may be present. t 0+31.251ne'F' 0 \, CHAIRMAN 4. It shall be the responsibility of the Contractor to protect all public I 'r' End 18'RCP yq,� o utilities in the construction of this project. All manholes,clean- Y: i Canst 5 C.I. h \ DATE: 30 0 15 30 60 outs, Valve boxes, fire hydrants, etc. must be adjusted to proper / T^P=s9tso \ line and grade b the Contractor to and after the placing of I FL=58790 SHEET: 10 OF 11 9r Y prior P 9 / E ormrege permanent paving. Utilities must be maintained to proper line and APPROVAL DOES NOT AUTHORIZE 1 inch= 30 ft. grade during construction of the paving for this development. ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 5. Erosion control shall be required during all phases of construction. k \T -- --- - DEPARTMENT OF DEVELOPMENT SERVICES 6. All materials and workmanship shall conform to the Standard I - - - -- --- I P _ - O+Sd10 Line'A' `V� Specifications for Public Works Construction for North Central End 3-6'x3 ROB Texas, latest edition, and The City of Grapevine Department of Canst Heodwdl Public Works and Transportation Addendum. R 3-6'x3'RC8=594.ID \1+1231 Lat'C4' 7. During construction of these public improvements,any interpretation i ( End 18'RCP of the Standard Specifications for Public Works I Co for North Central Texas,and any matter which requiresres the the approval of the Owner,must be approved by the Director of Public Works I I 0+96.59 Lat'C6' Top=59/.00 [ \ i I L3 \ and Transportation or his designee before any construction involving End 18'RCP FL=587.50 Li 3 3-Ka INS _ that decision commences. Assumptions about what these decisions ' Cmst CB-36 Install I Lot'C4' _ 0+51.56 Lat'C2' LIB might be which are made during the bidding phase will have no Top=59070 Install 18'60' 9 R=587.20 Hadz Bend End 18'RCP 0�' 0+30.60 L'ne'C' 16 Ra bearing on the decision cant 5'CI. 5 ,. II Top=59130 IntdI 2e 60, ,u0 � 8. Streets, alleys, sidewalks, driveways, and storm drainage facilities Naiz Bend '\ in the public right-of-way shall be constructed in conformance with1+46.71 Line 752 L16 �. tat'G' 0+0000 Lail'C3a' FL-587.30 �A 2 g0 � � TKDOT Standards. jr.2��Ct1 .Install 18' IC .t _ � nei S �� 9. Traffic barricades will be required for paving and drainage construction g4 "4sLI - C- 0+10.97 Line'B' within the public ri ht-of-way Barricades shall conform to the •t! PT=O+ee.3s _ - - Pu 9 Y 19'Ra T 1+24.35 L 'C'- L9 24'ROP Install 18'60' installation shown'n the 1980 Texas Manual of Uniform Traffic L12 Iaf'02' �, TYLFR BA.RNETT O+OD.OD Lat'C3' PTa�oon L6� Nodz Bend ,\O Control Devices", as currently amended, TKDOT. .-i I 02I 2+46.66 Line'C _ lostdl 18'Wile P-0,5T.T0 g0 � - yy,p._ 139azs x� 0+t.111 Late E4.111 LMe'B' o+77.13 Line-V TO. Backfill for utility lines should be carefully placed so that they �� Pr-=isln Instdl 18'Wye - 1 ��B Begn 18'RCA End 18'RCP \ / will be stable. Where utility lines pass through the parking lot, 1ty SIONgt_�N-~ _ - - �.�y i8: , Const Neodwdi C-L 5'C.I. `/ the top 6'should be compacted similarly to the remainder of Lj5 _ •C7• BE le RCP=%4.00 ToP=r 70 the lot. Utility ditches should be visually inspected during the $11°I�� L=584.70 0 excavation process to ensure that undesirable fill is not used. 0+70.91 Lhe'G � � � _ ' � End 18'RCP tut'C6' -16 Ri; _ 2_! O gn �e A 11. Concrete for inlets and drainage structures shall be 3600 psi at Canal Type'8'Heodwdl i z+nn - Beg6 3-15V RCB 9 FL 18'Rpe'89.00 (Lj--- W RrP Canst Heodrall 26 days. _ L11 FL 3-6'xS RCB=583.64 �. Tnbutay \ 7 pW -L1O ,n 12. If rock is encountered in the trench,rock spoil shall not be used �N 6p9 --- _tut'C3a' 'CS' 0+00.00 Une'c' in the upper 1.5 feet of the trench. h•-7 _ W31.82 Une C'= `T _ 18'Ra t8'ea - 'i Begin 21e RCP 0+00.00 Lat'C2' - L4 Lot Instdl 18'Wile I ConsL Headwdl �� a 3+11.19 Line C' i \ FL 24'RCP 584 L�Ct, ii End&PIq 18'RCP L 4 1+21.09 Las'C3' 0+08I2 Let'C1' i 0+10.97 Lisle C'= \ -� Wy W 'G 556 >� End 18'RCP End"RCP �'� 1S °`"�. m z P Canst 5'C.I. CansL 5 C.I. tIY Ra 0+29.44 LOT'C3a' I \ Instdl 18'Wile - " 1+90.03 Line C' Top=590.50 Top=590.20 1 0 3+0.00 Line'0= End&Plug 18'RCP 1 � �= a Q o+6o.ao Lat'cs' End 21'RCP �-sa6so FL=se6.zD U �_ v egn i _.... _ Instdl 18'Wye B 18'RCP i+2735 L'ne'C" � 0+4882 Line b'- � •^� �.1 � End 24'RCP II I �\ 0+00.0D Eat'B1' 30'Ra .•..•.L, O L--s Install 18- 1--+ End 189 Lat CS O+oO.w Lat'C4' &9h ' 1 II \ ••�, � - w O ��-' Weser A End 18 RCP Install 18'Wye 1I , L a.cope mt q Cent 5'C.I. FF=591.50 D+51.82 L'ne b' 25 Top=591.00 y End 30'RCP ��R rW 21 2gp320 FL 587.00 I I I-- Begin 27'RCP i L18 \ yl; .� a.°a°u, «..•�...,mr. �/ E,.1 O H�-� Ne Ref.MEP Plans for PUN a F. Dx r3a\ ' Ex«tuuitycenn«t ,. -�'i 01' . \ 1�,„a.,,,r - �-,m,.•�a.E. '-� ; b 51ze and Lacal'an \ •^ ' 'I ' 2Y Ra p.� W 0+00,00 LTne'G' ' \ / \\ TRANSVERSE eEN,DETAIL .,ax Beg.18'RCP 0+16.17 Lat'D4' Canst Type B'Headwdl 1 End 18'RCP 18, End 4 Nug IB'RCP I I \ I� WRB INLET _ '� Const GO '1 \ 5',f0',15'OR 20'OPENING r 0.eyy, a F-L FL 18'RCP=590.50 0+20fi9 Lot'Did ! \ Nov Tap FOR 589.20 6+53.55 Une b'= Cup'D' / FL=585.70 0+00.00 Eat'D4' End 8 Plug 18'RCP _ "•�--) �- Install 18'Wye / / 0+29.44 Lat'Di' e^° •) ` k-i; ; , End 18'RCP �,� t 124 J 16 Ra i Cansl 5 C.I. - F._ CSC tat rot - /L7�/ n 4+05.44 Line - Did'01a'/ $c Vd tess,o`0 a=, yz c, ,•n,, A °: L23� 0+00.00 Eat'D2' 2+85.86 L.e'B'- \\ �� _ Instdl 18 / 0+00.00 Lat b1a' _ 18'RCP- / / // Install 18'Vile � re o - - �_ 2+88.86 Line U' A\ \\ secnoN-e-e seen.+•z c secnoN'A A• ,.r 1 4+8226 Lhe'D' / / End 27'RCA Iup DI S End 24'RCP / 1// Begn 24 RCP � I Be9h 18'RCP a, O \ /. CURB INLET N ,L RP \\ \V 1 CB069 gC1KN d:WET T9K1AT xov:•aa eo�e a ' CS L20' \ \ Note: 5.�c44 I 4+79.26 Line V= # \ \ See Sheet C7 far 0+00.00 Lat b3 Lot 1R2,Block 1R1 \ \ Line&Curve Tables. 5+09.02 Lna'D' L21 Install le Wye CLA551C HUMMER ADDITION \\ \\ Insidi 18'60' .�. # Doc. No.D21 01 6 41 32 OPRTCT \ Hara.Bend Lt 18'RIP 0+35.22 Lal'D2' Not 8.PVC # / End 18 RCP Ali storm sewer CAUTION 1 1 1 CITY GPS MONUMENT#5: Note: improvements FEMA'S MONUMENT Fail RMi43 IS AN 5-FOOT ALUMINUM ROD Scale: As Shown ! EXISTING UTILITIES WITH A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND T -569.50 The Contractor Sha laqueRH/'Rke Aypl[ -th ark And Compaction 0+3.5.22 Eat'D3 FL-585.50 O eratians, Includin oFIWwff@t n95RQed o, Placement Of Fill EXISTING UTILITIES AND UNDERGROUND FACILIDES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM STAMPED'an a CIEaPEVINE,MQV.5',AND 15 LOCATED aT TBE Drawn By BLM # - P ENTRANCE TO CANNON ELEMENTARY SCHOOL.,VM04MAMY 250 oM�oc End 18'RO' During Earthwork Trench Bockfiliing, REFERENCE INFORMATION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY FEET NORTN a THE INTERSECTON OF WEST Cg1ECE STREET AND Cons,10'C.I. Utility Backfilling, Liming, And Subgrade Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO PE96LEBROCK DRIVE ELEVATOR=633.01 Checked By KSW ConsL C8-12 Top=588.80 To The Geotechnlcal Recommendations And City Standards. CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE Top=rn88.� J FL=584.80 The Contractor Shall Use The Most Stringent Requirement If CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTIUTIES FROM DAMAGE DURING CONSTRUCTION. CITY GPS MONUMENT#7: �� =58708 There Is A Conflict On Any Fill Or Backfill Operations. The 12'ALUMINUM ROD WTN CAP SET OV BELOW ACCESS COVER. Sheet Contractor Shall Inquire In Written Format With The Engineer CALL TEXAS ONE-CALL(811)OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. ACCESS COVER IS STAMPED,'CITY OF GRAPEVINE,NO.Y. 0 Wailer Of Record Should There Be Any Questions Regarding Fill And SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT OF ENCINEERs FRED AT CRAPENNE£UKE�HEADWARTERs oops RwA ozemM Backfill Requirements. LOCATIONS OF UTILITIES ON DRAWINGS. DRIVE n0 FAIRWAY DR. ELEVATON=585.76 SEI No. 19-1114 r — — — — — — — — — — DRAINAGE GENERAL NOTES All materials and Instruction shall conform to City of Grapevine Standards and Specifications,except as noted herein and approved by the City. 1 ' 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, ty1 � and 0.S.H.A. Standards for all excavation in excess of five feet in depth. \ 3. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all , public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertan whether any additional facilities other than those shown on the plans may be present. 4. It shalt be the responsibility of the Contractor to protect all public _ utilities in the construction of this project. All manholes,val clean- . .3 'I� \ 30 0 15 30 60 outs, ve boxes, fire hydrants,etc. must be adjusted to proper !1 ,a line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line and 1 inch= 30 ft. grade during construction of the paving for this development. 6 5. Erosion control shall be required during all phases of construction. Jd \ 6. All materials and workmanship shall conform to the Standard 3' Specifications for Public Works Construction for North Central -- Texas, latest edition, and The City of Grapevine Department of Public Works and Transportation Addendum. 7. During construction of these public improvements,any interpretation \ V of the Standard Specifications for Public Works Construction for North Central Texas,and any matter which requires the approval ��Ooz \ \ of the Owner,must be approved by the Director of Public Works L3 �~ \. and Transportation or his designee before any construction involving that decision commences. Assumptions about what these decisions might be which are made during the bidding phase will have no bearing on the decision. 8. Streets, alleys, sidewalks, driveways, and storm drainage facilities in the public right-of-way shall be constructed in conformance with '7W ti TXDOT Standards. L � 9. Truffle barricades will be required for paving and drainage construction �\ \ wahin the public right-of-way. Barricades shall conform to the „; •fFt installation shown in the'1980 Texas Manual of Uniform Traffic i _^'LFR 9ARNETTy 'vE A Control Devices,as currently amended,TxDOT. jot 133426 :mi ' \ \ \ RN 10. Backfill for utility Tines should be carefully placed so that they FFfi°F-r cE sEo �.^` will be stable. Where utility Ines pass through the parking lot, ttgt�`NAl-E' �\ \ the top 6' should be compacted similarly to the remainder of $;All ZCz,r' \ I the lot. Utility ditches should be visually inspected dunng the I 'S excavation process to ensure that undesirable fill is not used. \ 11. Concrete for inlets and drainage structures shall be 3600 psi at -'� 28 days. \ 12. If rock is encountered f the trench, rock spoil shall not be used z \ \ in the upper 1.5 feet of the trench. 0+00.00 Line b' STORM SEWER CENTERLINE CURVE TABLE Be9IT 30'RCP 0+37.05 Line'E \ 0+74.65 he E' X CansL Type B'HeadWall" Install 21'60' -� End 21'RCP (.Lj STORM SEWER CENTERLINE TABLE �+ W FL 30'RCP=582-00 Hadz.Bend \ V Cant 15 C.I. Q Q z Tap=584.70 L1 53.10, N09'3217'W C1 70000 382212' 2436 46.8T 0+26.41 Lile'E' \ FL=580.70 — -.. �' End 24'RCP U L2 ID 97 1,1165 C2 956 E 70000 29'5819' 111 36.62' ` Begs 21'RCP B•Rap [-' a L3 6616 N76759 56 E C3 70 O00 47'36 35' 30 88' 58.17' \ 0+21 'E'= I w O z W 0+00.41 D.Line Lat T1' 127 O rr��Wyt U L4 7091 N285134°E \ Install 18'Wye ` V Q Qs LS 3060 N43'0004 W L"GS z w U z t L6 2310 576'59 5CW t-' _ yr R F__, L7 21062 N643752'W 't ��rrroutcw u� � \ r \ 0+09.88 Lal'E1' Z Q \ L26 End 18'RCP :CASE NAME GrapeWne Volkswagen O iCASE NUMBER: CU20-14 LB 812 $765956'W \ „ \. — — "C Cop=515'C.I. iLOCATION: 2351 William D.Tate W 0+00.00 Line'E' 'Ei'\ Tap=`�4'70 Lot.1R,Block 1 U R=5�.70 Fit BapO.t Chum, L9 51 56 N43TID 04'W \\v &qn 24'RCP t8 Rap of Grapevine Aadiuon LID 23I S552208'W \\ Cant Type TW Headrr� \ FL 24'RCP=579.00 I� Lit 2944 S552208'W \ \ \ - MAYOR SECRETARY O L12 9550 N0437527W \ L13 16,81 N592826'W \ .u"r'to \ DATE: _ Nq 2 L14 23.09' S5522'08°W PLANNING AND ZONING COMMISSION L15 5177 N045752W i Lib 819 N2520'28'E \\\ $ CHAIRMAN LI7 50902 N821607 W \ \\ DATE: L18 _ _2944 S374353'W_ \ , SHEET: 11 of tt \ APPROVAL GOES NOT AUTHORIZE L79 2069 N221607'W \ A14Y WORK N CONFLICT WITH ANY CODES OR ORDINANCES. L20 3522 S37'43'537W \\ \ DEPARTMENT OF DEVELOPMENT SERVICES' STORM SEWER CENTERLINE TABLE \ \ a L21 3522' S374353W \ ______ ___._-. \ e Note: L22 13,74' N2216'07'W \\ All storm sewer \ Improvements L23 75.62' N2520'28'E \ are private unless L24 TEAT N343932W \ otherwise noted. L25 37.05 N7TCO'26'E t\ - _ ---_.- L26 9.88 S4259 34°E L27 37,59' S42'5934'E CAUDION 11! CITY GPS MONUMENT#5: FEMA'S MONUMENT RUIN.RMj43 IS AN 8-FOOT ALUMINUM ROD Scale: As Shawn EXISTING UTILJTIES L28 37.25' 56913'33'W Note: STAMPED a cAr SET D.5 FOOT GRAPEVINE. .5.ANDACCESS OLIVERLO aka The Contractor Shalt Perform All Earthwork And Compaction STAMPED'alY OF ON RUEN MOM.C AND IS LOCATED AT THE Operations, Including But Not Limited To, Placement Of Fill EXISTING UTILITIES AND UNDERGROUND fACN17E5 INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM ENTRANCE To CANNON t1EMENTARr SCHOOL aPPRopMAT¢r zw Drawn By FILM During Earthwork Operations, Backfilling, Trench Backfilling, REFERENCE INFORMATION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY FEET NORTH OF THE INI3SECTON OF WEST COLLEGE STREET AND Utility Backfilling, Liming, And Subgrode Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO PEEBt.EBROG(DRIVE. 01VATiON=633.01 Checked By KSW To The Geotechnical Recommendations And City Standards. CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE The Contractor Shall Use The Most Stringent Requirement If CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UPUTIES FROM DAMAGE DURING CONSTRUCTION. CITY CPS MONUMENT#7: - There Is A Conflict On Any Fill Or Backfill Operations. The 12'ALUMINUM ROD WITH CAP SET TO BELOW ACCESS COVER. Sheet tee l C 7 _ Contractor Shall Inquire In Written Format With The Engineer CALL TEXAS ONE-CALL(811)OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. ACCESS COVER IS SI MPED,'CITY OF GRAPEVINE,No Y. Of Record Should There Be Any Questions Regarding Fill And SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT MONUMENT IS LOCATED AT THE WEATHER STATION OF THE CORPS Backfill Requirements. LOCATIONS OF UTILITIES ON DRAWINGS. OF ENGINEERS AT THE GRAPEVINE LAKE HEADWARTERS OR FAIRWA SE No. 19-184 DRIVE(110 FAIRWAY DR.). ELEVATION=585.76