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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 DISTRICTALL IN ACCORDANCE 1NITH 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: - � ���� �, i ,, � � . a;� ��� �.i � •�Y�-. �� �- � �\:s��;'Sa+�� � �'(� UJ 1 Y h 1�C • =� � �= /.� Tara Brooks �.�w .' City Secretary �'�"* APPROVED AS TO FORM: � City Attorney z Ordinance No. 2020-037 4 ro D=17'00'45" { L=844.10' 1 CB=N 32°5709" E CD=841.00' - 1 'z m 5 55°24'43" E - 807.27 I Py- Sir rop. Lot 1R, Block I \ { First Baptist Church of Grapevine Addition { (396,467 Sq. Ft./9.102 Ac.) ' / - Prop. Car Dealership t j N 57°1T16" W -198.08' 28,693 Sq. Ft. Bldg. ! j Lot 1K2, Block 1R7 CLA551C HUMMER ADDITION j Doc- N. D210164132 OPRTCT hs a� o =p= 5 PROJECT- I j�,� LOCATION III LOCATION MAP m, to nrress io e uya= P"n.oy CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20-14 LOCATION. 2351 W'h'om D. Tote Lots 1R, Block 1 First Baptiat Church of Grapevine Addition MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: i OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT W9TH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERMiCES OVERALL SITE PLAN FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION ION LOT IR, BLOCK 1 9.102 Acres SITUATED IN THE J. FAY SURVEY - ABSTRACT 530 GRAPEVINE, TARRANT COUNTY, TEXAS OWNER/APPLICANT ENGINEER/ SURVEYOR Camilla Ann Properties, LLC Spiars Engineering, Inc. T"i. P BARNE7T...P r'c-_ 138426 -- ch5c Via__. tP� 0 S 3 Telephone 210-886-8484 Plano, TX 75075 CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20-14 LOCATION. 2351 W'h'om D. Tote Lots 1R, Block 1 First Baptiat Church of Grapevine Addition MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: i OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT W9TH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERMiCES OVERALL SITE PLAN FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION ION LOT IR, BLOCK 1 9.102 Acres SITUATED IN THE J. FAY SURVEY - ABSTRACT 530 GRAPEVINE, TARRANT COUNTY, TEXAS OWNER/APPLICANT ENGINEER/ SURVEYOR Camilla Ann Properties, LLC Spiars Engineering, Inc. 153 T,rolme PK, Suite 200TBPE No F 2121 San Antonio, Texas 78209 765 Custer Road, Suite 100 Telephone 210-886-8484 Plano, TX 75075 Contact: Ken Clayton Telephone: (972) 422-0077 Contact: Kevin Wier 50' August, SE- Job No. :,-:66 e tc' Lcntlscape 5e.back , (1/ e v n � ]0 D mrye Esme Vol 5561 Pg. 5 DHTCr shown on ptvt res n ; oro.. n2026a720�. 5l \ J 8 D sp'aY S,,,,, B Dry spoors PV, QxP.y Per et r Fa I s � Q `. � I ', __ _ I ,g•. _ ;5' 2s 1a 1e ,t `�a `/x g �i 30.8 18 i8 Ctd told I Bass Yoga 6YY to -� Inlet „8y T a 6L> B' R; R 29, =2847 ' 'rc° D=17°0945„ �V o=a= PROJECT LOCATION LOCATION MAP I" =1000' L=844.19 CB=N 32e5709" E CP=841.00' z zs r --I -------- :._ f _ — vet_ _ !/ T sate wj Ka i't _ c a ��� 1 Eemi� ? �� \l Print. mp ox,.l -- PraP. 1 9b Sb' / PmL 1 _ - - " Siaewolk Opy 2 i P ', y'\ 4'. I9 No Gurb �F I Pe,snrlxpF c Pe� D� SU' -� Ec v ^"- Ppm 5g91 1 Saerwk ya_"s 35 96' rt 40J � 9 a t :s o _ k -k cap° Water h Door ?9 zfi m5nae "gz'i20 s � Pr .Lot 1R, Block i a Era tree � o s First Baptist Church o ., .. a of Grapevine Addition 31 (396,467 Sq. Ft./9.102 Ac.) �s�v^va Prop. Car Dealership 28,693 Sq. Ft. Bldg. Footprint�' \ 1 sa a o ,bear 30,363 Sq. Ft. Total �BBam $ H'F,nP / v 5059'D. o�,nma f% g6t b^ Wn Is:cp rr((11 iro) i. 7208 336 B 0 o 52 �U rn 24 site e O (lws c -traces N --1 , cal fop / / / >✓ SACC \6 Pee � i ( kacaa9 Lot 1R2, Block 1R1 I^i AGGr!' V O Ar1rlIT/lkl � Doc. No, 0210164132 CPRTCT \\ \ ,O® 30 0 15 30 60 1 inch = 30fL Site Data Summary Table ewroac ZonngCC 1 aT tR. BLMX 1REDUIRSID Community Cane ml land Use Automotivs D -Il e,ip Lot Area 9.102 Aa (396,467 Sq. Ft.) 30,000 Sq. Ft. Building Footprnt Area 26.693 Sq Ft 2nd Floor Area 1,670 Sq. Ft. Dealership with soles and service of new�"'"`� and used Vehicles and a 40 foot pole sign. Total Building Area 30,363 Sq Ft 237,880 Sq. Ft Max. BuOd'ng Height 36'-0', 2 -Story 50' Max Lot Coverage 7.60% Of Site Floor Area FloRatio 0.076:1 Prop -ed Porkm9 Rat o.i Sp./2,000 0 o Site Area Required Parking 199 Spaces Customw Parking P,oWded 16 Spaces (Incl. 2 HC) Employee Parking Provaed 31 Spaces Inventory Parking Provided 449 Spaces Display Parking ProWded 100 Spaces Acc.. side P ,king Required 'SIB P_Acc bl P rkmg P vlded 2 SP.P_ Total P rk g Provid d 596Spaces (Ind. 2 HC) Imp Ar 229031 Sq Ft. 31],1]4 Sq. FL (807) Max Pern A ----. ---_-_-137314 Sq Ft. --.----.. 79,273 Sq. Ft. (207) Max LEGEND b, Fire Hydrant Proposed FRelane Traffic Flow Direction 1- Handicap Parking Is Provided In Accordance w/ ADA Standards. 2. All The Requirements Of The Grapevine Soil Erosion Control Ordinance Shall Be Met During The Period Of Construction 3 All On -Site Electrical Conductors Associated With New Construction Shall Be Located Underground. 4. Site Plan Is For Informational Purposes Only. it is Not A Construction Document. 5. All dimensions are to face of curb. 6. Barbed Wire Fence is Not Permitted. CASE NAME Grapevine Volkswagen CASE NUMBER. CU20 14 _OCATION: 2351 Will— D. Tate Lots 1R, Block 1 Rest Baptist Church at Grapevine Addition MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 2 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH AN V CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES DIMENSIONAL CONTROL SITE PLAIT FIRST BAPTIST CHURCI--I OF GRAPEVINE ADDITION LOT IR, BLOCK 1 9.102 Acres SITUATED IN THE J. FAY SURVEY - ABSTRACT 530 GRAPEVINE, TARRANT COUNTY, TEXAS OWNER/APPLICANT ENGINEER/ SURVEYOR Camilla Ann Properties, LLC Spiars Engineering, Inc. 1S3 Treeline PK, Suite 200 TBPE No F-2121 San Antonio, Texas 78209 765 Custer Road, Suite 100 Telephone 210-886-8484 Plano, TX 75075 Contact: Ken Clayton Telephone: (972) 422-0077 Contact: Kevin Wier Scor -e: _ - .s„ August, 2;,2,; SE- Job No. r I .� E 0 � f�irttf .� j LER, BARNETT ZCondi3B426 prfttlYt°'I'JNAL ional Use Request req antA Automotive est to allow a E�•�''r� Dealership with soles and service of new�"'"`� and used Vehicles and a 40 foot pole sign. Slis(2s2� 1- Handicap Parking Is Provided In Accordance w/ ADA Standards. 2. All The Requirements Of The Grapevine Soil Erosion Control Ordinance Shall Be Met During The Period Of Construction 3 All On -Site Electrical Conductors Associated With New Construction Shall Be Located Underground. 4. Site Plan Is For Informational Purposes Only. it is Not A Construction Document. 5. All dimensions are to face of curb. 6. Barbed Wire Fence is Not Permitted. CASE NAME Grapevine Volkswagen CASE NUMBER. CU20 14 _OCATION: 2351 Will— D. Tate Lots 1R, Block 1 Rest Baptist Church at Grapevine Addition MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 2 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH AN V CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES DIMENSIONAL CONTROL SITE PLAIT FIRST BAPTIST CHURCI--I OF GRAPEVINE ADDITION LOT IR, BLOCK 1 9.102 Acres SITUATED IN THE J. FAY SURVEY - ABSTRACT 530 GRAPEVINE, TARRANT COUNTY, TEXAS OWNER/APPLICANT ENGINEER/ SURVEYOR Camilla Ann Properties, LLC Spiars Engineering, Inc. 1S3 Treeline PK, Suite 200 TBPE No F-2121 San Antonio, Texas 78209 765 Custer Road, Suite 100 Telephone 210-886-8484 Plano, TX 75075 Contact: Ken Clayton Telephone: (972) 422-0077 Contact: Kevin Wier Scor -e: _ - .s„ August, 2;,2,; SE- Job No. 5 55°24'43" E - 807.27 ��\ e ,3 \ m P9 1n, $paces - J2 18' 44 1,, Sp— ,m( v U 4 M n Q e sln �`".. AV (iro) to37' - \ r s"' Tdi / PerRd b�M melavp,ance- 1\17 R a \\ ,�?r am EV Drop Dlr I Laramn I I 1 I I I I I I I I I I II I � II II I I 2 uep Rs I I I I i �Per�ete Foal I I I I I I ?5 I 1 I I I I I I i I 4 1 y I 4 I ( I 1 I I I I 10' nater easement PROJECT No. 02180S1169 I OFRICi I v s P! I I EO- Gt! O I l o I I Z1 �'. 138x26 =¢r rjlPo I I Telephone 210-886-8484 Plano, TX 75075 Contact: Ken Clayton Telephone: (972) 422-0077 Contact: Kevin Wier Sca_- = 30' Auq_vst, 2C2., SE- Sob No. _9-_85 1 1 � I l I I I , I I I I 0.5 I —I F 13' eo p t'uoua�or�r I qq ib s 91 ea aayl I 1= 1 li I I I I I I I I I LOCATION MAP I"=I— N I W we M—�— i I I t. >ere earu.av I I I h L __ _ __ ________-6 ai— -- -- -- ----- — I 1 I I a L J CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20-14 LOCATION: 2351 Will— D. Tate Lots IR, Block 1 First Baptist Church of Grapevine Addition MAYOR SECRETARY DATE: _ PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 3 OF 11 APPROVAL DOES NOT AUTHORIZE ANY YORK IN CONFLICT PATH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES DIMENSIONAL CONTROL SITE PLAN FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION 1 � O 9.102 Acres PROJECT SITUATED IN THE LOCATION LOCATION MAP I"=I— N I W we M—�— i I I t. >ere earu.av I I I h L __ _ __ ________-6 ai— -- -- -- ----- — I 1 I I a L J CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20-14 LOCATION: 2351 Will— D. Tate Lots IR, Block 1 First Baptist Church of Grapevine Addition MAYOR SECRETARY DATE: _ PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 3 OF 11 APPROVAL DOES NOT AUTHORIZE ANY YORK IN CONFLICT PATH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES DIMENSIONAL CONTROL SITE PLAN FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION LOT IR, BLOCK 1 9.102 Acres SITUATED IN THE J. FAY SURVEY - ABSTRACT 530 GRAPEVINE, TARRANT COUNTY, TEXAS EO- Gt! f.°.:........... 1 OWNER/APPLICANT ENGINEER/SURVEYOR ............:.°. TYLER 9ARNETT j Camilla Ann Properties, LLC Spiars Engineering, Inc. TBPE No. Z1 �'. 138x26 =¢r rjlPo 153 Treeline PK, Suite 200 F-2121 San Antonio, Texas 78209 765 Custer Road, Suite 100 PPF `CEN Sl:.-pn'< 14 \t p`� Telephone 210-886-8484 Plano, TX 75075 Contact: Ken Clayton Telephone: (972) 422-0077 Contact: Kevin Wier Sca_- = 30' Auq_vst, 2C2., SE- Sob No. _9-_85 PLANT UST aa�ept \ TREES OTY TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 51 LO Live Oak Boa—vi9hess, 3'd. BBB, IN hL, 4'-5'splad an 53 CE Cads, Can Ulmus sal 3'tl. BSB, 13'hL, 4'-5'speatl mit. 44 CP Cls— pasture Texodlum disbah- 3'sa, BSB, IYM, 4'-5' sposso hin 9 NO Had Oak'ShurreN Ouacus shumadi 3* ca, BSB, IT L,4'S'spreadmn. SHRUBS OTY TYPE COMMONNAME BOTANICAL NAME SIZE REMARKS 998 DBH DNad Burford Holy 11—a talAudattY'si 59.1 wnsuer, Ell 20'spmatl min 24%E GROUNDCOVERS QTY. TYPE _--- COMMON NAME...__..._._ BOTANICAL NAME - - SIZE __- - _REMARKS Common B-lusegiass Cynadm dedy4m hall sod solid sod, refer to real NOTE: Plant list is an aid W bidders only. Conttador shall verily ell genfi0as on Wan. All Maliftatl wads ere ms. All plantmshcal shell meetweacaed hamaM1sasincimted. All trees to rarest jYNsts aM he ma�3vg within va ss ax. • • LL • • • •_ v • LANDSCAPE TABULATIONS • •FTDROMULBN HKifHeAYMCI• •� INTERIORVEHIWLARDPENSPACEREWIRFJ.£NTS: • `�Y/YPaMP Y`AQ04F. (193,04 ,l,42spase. NICOISPIAYIsMINTORY) GROUNWRRIGATIONUNTIM `vi Reperaneas: Mmimm to%aAmss padirg ameba •+ • 1M96 GERMINATKM!' ustlapa arm,111t ,3'm. Par d00s 1.0 hx,,.lhadvexam. • • • y- , 1 Mnimuna(11 has PM oahllg �slmld, ttl • .• __ • ` • • 9ata is Par l2 pa nB SPaua di \ . .,� . Rv4 vxl Forged .F. 19305A1.f. 19.622.0 (50)Vms, r.L RB)bm,3'Cel. `' � p� INTERIOR PARKING SCREEN REWIREMMFlI'f5'. ar 30'evamreen dadn9 abrN paltr9 mere SF° x / LO LOmw',um ',,.... .�� • b srtl-1aAeaejama ` pwa7 Plan: material selecletl to screen the vehicle use areas Rom the ,ght- way antl Iron adjacent pmperreashall be a minlmam of rkty (30) Inches In height a1 the lime otnlaming and be the — of species that will attain a m height of three (3) feet one (11 year atter plan rg OLANDSCAPE PLAN SCALE: 1'= W 4r 0 30 69 120 Prwidad NON -VEHICULAR OPEN SPACE REQUIREMENTS: (396,46111) Reparemant: uns-15% agrosasllearmbbs ruwehiataropm spam, So%a reTr®ed masl bewitlan tlw dce ltmYYard. (11 baa T �. per 3.000 sJ.0—. larl ama. 59,4)0,1115%1 132,8i/sf(Mb%) (.)tram (23) arae PERSISTER. QUIREU— Repemmn(a: (1) Vee 3' d., us 5011 aag site PBbr. SH 121.1t.OT2.1111 1 I 1.) Repimd Prwidsd (221 trees, 3'ral. (221 trees, 3'd. Nvlh Property (le— 11) Repered ProAtletl (161 trees, 3'al. (161 veal, 3'ral. East PrgMytirce'.13901211.) Rept iProvided (13)Vm, 3'tl. (13)— T. S MProparh Ure:1000bt r1.) Raprimd Provided (161 Vm, r PsL (161 Vero, 3'ml. CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20-14 LOCATION: 2351 Wiliam D. Tate Lots 1R, Block 1 Firs( Boptist Church of Grapevine Addition MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET. 4 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES LANDSCAPE PLAN FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION LOT 1R, BLOCK 1 9.102 Acres 14 SITUATED IN THE J. FAY SURVEY - ABSTRACT 530 & J. CATES SURVEY - ABSTRACT 315 GRAPEVINE, TARRANT COUNTY, TEXAS OWNER/APPLICANT ENGINEER/SURVEYOR Camilla Ann Properties, LLC Spiars Engineering, Inc. i 153Treeline PK, Suite 200 TBPE No. 1-2121 San Antonio, Texas 78209 765 Custer Road, Suite 100 '* Telephone 210-886-8484 Plano, TX 75075 Contact: Ken Clayton Telephone: (972) 422-0077 4 Of 11 Contact: Kevin Wier topAug. 6, 2020 July 29, 2020 Scale: 1" = 30' June 1, 2020 SES Job No. 19-184 aa�ept \ \k\1\ Lot 1,R2, Block ?R1 CLASSIC HUMMER ADF)l IOo � v Doc- Na D210164132 OPRTCT \ \ \ Plan: material selecletl to screen the vehicle use areas Rom the ,ght- way antl Iron adjacent pmperreashall be a minlmam of rkty (30) Inches In height a1 the lime otnlaming and be the — of species that will attain a m height of three (3) feet one (11 year atter plan rg OLANDSCAPE PLAN SCALE: 1'= W 4r 0 30 69 120 Prwidad NON -VEHICULAR OPEN SPACE REQUIREMENTS: (396,46111) Reparemant: uns-15% agrosasllearmbbs ruwehiataropm spam, So%a reTr®ed masl bewitlan tlw dce ltmYYard. (11 baa T �. per 3.000 sJ.0—. larl ama. 59,4)0,1115%1 132,8i/sf(Mb%) (.)tram (23) arae PERSISTER. QUIREU— Repemmn(a: (1) Vee 3' d., us 5011 aag site PBbr. SH 121.1t.OT2.1111 1 I 1.) Repimd Prwidsd (221 trees, 3'ral. (221 trees, 3'd. Nvlh Property (le— 11) Repered ProAtletl (161 trees, 3'al. (161 veal, 3'ral. East PrgMytirce'.13901211.) Rept iProvided (13)Vm, 3'tl. (13)— T. S MProparh Ure:1000bt r1.) Raprimd Provided (161 Vm, r PsL (161 Vero, 3'ml. CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20-14 LOCATION: 2351 Wiliam D. Tate Lots 1R, Block 1 Firs( Boptist Church of Grapevine Addition MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET. 4 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES LANDSCAPE PLAN FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION LOT 1R, BLOCK 1 9.102 Acres 14 SITUATED IN THE J. FAY SURVEY - ABSTRACT 530 & J. CATES SURVEY - ABSTRACT 315 GRAPEVINE, TARRANT COUNTY, TEXAS OWNER/APPLICANT ENGINEER/SURVEYOR Camilla Ann Properties, LLC Spiars Engineering, Inc. i 153Treeline PK, Suite 200 TBPE No. 1-2121 San Antonio, Texas 78209 765 Custer Road, Suite 100 '* Telephone 210-886-8484 Plano, TX 75075 Contact: Ken Clayton Telephone: (972) 422-0077 4 Of 11 Contact: Kevin Wier topAug. 6, 2020 July 29, 2020 Scale: 1" = 30' June 1, 2020 SES Job No. 19-184 SII IIH=i1'I omaErs—no / (tot t STEEL EDGING DETAIL V 1 uolrosxc (0-) TREEPLANTWGDETAIL G xni iOSCNE ( /17 T SHRI� PLANTING DETAIL u � N�o� UJ rm1 Tosc+iE Plant material selecletl iD screen the veM1icie use areas from I, rig M1t-ot-way and from adjacent Droperlies shall be l minimum of mthly type Inches in neignl at the time If pl 'ng and be the (yDa of species Ina, W111 alta n a - nelgnt of .nese tel feel one (t) year ane, Pn S e` F N I 91 1 )' wateA ebsement LANDSCAPE NOTES 1. Corsrec4eshal redfy all ehooghopmpasred setaawrrerA.saltlrxdly A, o(snydisnap.rloex. saner d&a olenafire swan sapplad broth - 7 ceaac4asnarloae.ale.dei,gandergraadwfinas.ndrxayamxada ehyaxalds caraadashsil axeose ceuti-1-s obv.ft "ovelyof vesses 3 Comreavis mspohsble for obtadeg asnquiiWiledasps asdarieW Parnell 4. Codrectur ropmfde a minimum 2% slope away lronassrtduas 5 All plarI bed -W lawn areas la be eao."adbraso eopW P4aslsa:b beinsaadadlecsdnsidoeal% ovebe 6 Nfnndstepa auresnda 700%imgaled wah an untlwgywmtlaMr�c irrigation system and shall indWe rein end6ae.swsmrs T All lawn— 0 be Said Sad Banoud.9—„adese, of '.mrdedmge drawings MAINTENANCENOTES 1, The Owner, tavern and thedagert ashy, shat be/dMyaldnre+a'ly -joaaMaroeare—hone adefia-nIesse 2. All randece a shall be mannaredlea ores and aNedYrrere,aal Ness. TMsshallialWemowing egging,p M hate.Mwatemg,wtateloof other lush seRfes, aamnwn to andsaspa ntdrtena'w. 3 All andscapa areas shah be kW he abash, fele, weeds and atarsM mantel or plans est pad of tlas pan. 1. Asp'ad mass(a shall ba mastered n. hasiNy and 9.” coolasis Appropriate the season of dreyear, 5 All pladmalonal which dies shat be.placed.0post mesdalof" o - feels, vales. 6 Conhactor snail provide sepeae led Proposal b, are yea's hasheaess0 bsgyh afterseal arosptaxe. HYDROMULCH NOTES i. All lawn areas to be Hydw,)M Bemwdagress unless need oftwee, on d—N. 2. Conhafasnali scaafy, dP. loam, all areas robe hydomddredba heremumdeptha4'pnafot*solarahydm,achilt abI 3. Bermudagress seed shall be axes huilsdaM freaetl awn type wda'�be deliwredlo the sae in as alpha unoperretl ewdamr aatlaaNhsa T Stale Law requirame ts, 4. Finer Sltai be me hurdred(100%J premed Wmtl C&lubm Flow, da4vwed n the sin in dsarfgine uroplahed coh aver. 'Co.Woregcsel 5 FiberTack: Shall W dal -nee rogre sta in its wlersawlgaaredasevere, end shall be'TermTack orfs; az manufaouredby Gmxsrs Inco, vsgld 6. Hydnxrwkhwith Bemudagrassseedaamn OM (2)µvrMspeore thousand(10001 square Not 7 Use a 4Wbaor board agoilef al becisweat 8 ainaallaim 000vs between Seskenbe, l and April 1, as hydehiad, asses to ids y7de Rysg.ss, of a yds of fou, (4) pounds pa one Bxvamd DOM sgosheeel. Gomreda shell DB required ro mlrodmnwrbh wNn Bemadagre ss 0w la loe iN gnesev memo. g. mrha.renl,ya greasanerossarydue 1. timaayaeindalmm,adlalbe the respontibiltyafhe mmaov to seslP existing 9ress, bag oilPegs. aid m�^h sae ro e a r prise ro pemamare lawn gran irwaleoal. 10 Alllawn areasro Da hyd,amuldred, seal here are hurdrnd (ittl%)Pviced mmra}apiorlofiesleccwe— if. Coolaoss, ellmanfein allawn areas unfit fiewl ecugitvm News induce ba rid be limited ro: mowing, walewK. weadirg sIdUes d, dhI and mpladrg dead or have amaze keep plants in a vigo au, healthy wraith t2 Comr ter sees gueremas establishment a art a aspnde nd—and sae Anode rep'acmrent from local supplyaz oreaassey HIGHWAY MIX LAWN NOTES 1. lnoanaierl destire Weasels to beperfvm.d by hy-dmae'drg 2. Prove, a hydrorokh cap per HydrawMh Nuns 3 Firelgmdat ro be shoal, anxI has sloshes,nese— i'ardxhal here no hes ord.prassms. 4. mens the lolloeing mix a the speoftee: -Soacets Gowns 'I' see "'I'= -Brie Gumma Gass Sibs/sae -subs, Gass 401bs/sae -Greeh Spmng'otop 516s/sae -lo.gress 6lbs/seas OLANDSCAPE PLAN SCALE: i'=60'-0' 0 30 60 120 GENERAL LAWN NOTES 1. Adjust axaowe n achieve positive dreinsge away fin. b 'Idrgs. P -ods uniform ,IdT al to and bollen aonpes and after bosses in gaos. Care i erjulo lilies and areas wham — re, sha7d 2 All lawn areas n ruse sdid sod shelf ba 10 ins nsmnun of l'baow final finish Inde. Corer or ro wordiest. assesses wind mtlle CwWrudan Menage-. 3. Imported top lvoel be howne, Was, sdl hen she fegiaq se -I es balan slid sal, has hen lumps, day, to oos lb&—a,, mals, deM.q rega boa stoess, amtaMrg ho salt and blacR to beam in mW. 4. All awn auras to be fine gadad, imgetim Reoch. cmp'a'ay,satlad and finish grade approval by the Owner's Conellvol Menage akohoso pnaninMellstim. 5 All rods 314' .Ismer and lager, did Gods, abos, aaxrea spuds ec shall be h nravad Priv to plaorg IfIxosl and arty lam ausiffelm 6 CaAmdor shall Pro Wda(17 ons inch aimporled topml a9 asazn receive lawn. SOLID SOD NOTES i. Fieegmdeareasthacheesfinachomeh eicated Leaveesazbrecsire fopsal3'benw final d tlretlg.de in pl�ge.as and I-baowfi,W yeas in tudans- 1 Ali lawn areas 0 mcairesa'idsoisnail be left y, a avenue of 1'1aav5rla finish grade. C. hacly to axwdeete opensh—win ansae Cohasooim Menage 3. Coaroda n covdovea hh,chntils Coazt.cfim Manage -so, aaaaviil of ..sling top7. 4. Pare—byhaMarorerirdicamareaaurnplaley, brsusedgssasod aretmwhiog Toso—jowbbyhenewithfapsoBnfie W, 5 Rdlgress ereasroachiere esmooa, even surtaca, hes hanlsvehnai undualroa. 6. WaersotllMuougMyazsod operatim (xog'.ssas 7 Canes, shall eacan all awn shessunid finaacupsen, iliaoeal include, WR eof fieresd ho: muwirg, ealeneg waedieg invert dewerg and.Planng deed or an auras ID ka.p peruse, a vgomus, beastly omdift." 6. Cohhada shall gueanies adeWishmsni of ao accagabla hdssa adshas P—do hevacse—f ft -keel supply anecessey g If inoalatim—between S.PiehrGer l and Memo 1, a4 sad seas ro be ova—olood with Winter Ryeg.ss of a urn of(4) pounds pe, ore @roirsad (1600) aqua. /ea �C15E NAME: Grapevine Valkswogen CASE NUMBER: CU20-14 LOCATION: 2351 W,Vmn, D. Tote Lots 1R, 81ack 1 First 9opUst Church of Grapevine Addition MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 5 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES LANDSCAPE PLAN FIRST BAPTIST CHURCH OF GRAPEVINE ADDITION LOT 1R, BLOCK 1 smr 9.102 Acres landscapeatchiRICS,inc SITUATED IN THE "nn"es �J. FAY SURVEY - ABSTRACT 530 & 6ww,Taes en°" ea F, at4anmes4e,= J. CATES SURVEY - ABSTRACT 315 t, GRAPEVINE, TARRANT COUNTY, TEXAS '� NpN00SC4pF.A9�y Camilla amil OWNER/APPLICANT Properties, LLC SP aiNEER I rs Engineering, OR I 153 Treeline PK, Suite 200TBPE No. F-2121 so San Antonio, Texas 78209 765 Custer Road, Suite 100 84 it Telephone 210-8864 84Plano, TX 75075 76s 0 Contact: Clayton Tele phone:(972)422-0077 -q7 0 F ,��}P Contact; Kevin Wier Of 11 6.2020 Aug. 6, 2020 July 29, 2020 / Scale: 1" = 30 J.— 1, 2020 SES Job No. 19-184 EXTERIOR FINISHES ACM -1 GL -1 BE 307 SF ' 1,33J SF J,4585F 4J845F 21% 5% 21% 53% 100°b 170 SF-. 4.BJ]BE 5,10]$F..... 1.1013E ;.. ZI-1 ,' 1,6955E 4B965E im 1729 BE 1,5513E S,O80 SF 13,3745E -- a- SE PNT-1 WEST ELEVATION 1/8" = V-0" NOTES: I . ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZOINING ORDINANCE. 2. WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. 3. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INPSECTION DEPARTMENT. 4. WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITY OF 10%. I OWNER / APPLICANT CAMILLA ANN PROPERTIES, LTD. 153 TREELINE PARK, SUITE 200 SAN ANTONIO, TX 78209 CONTACT. KEN CLAYTON ENGINEER SPIARS ENGINEERING 765 CUSTER RD STE. 100 PLANO, TX 75075 CONTACTS KEVIN S. WIER CITY GRAPEVINE COUNTY TARRANT SURVEY J. FAY SURVEY APSTRACT NO. 530 GORSE ARCHITECTS 4710 BLI I AIRI BLVD., SUITE 105 HFLI.AIRF, 1 FXAS77401 713-.0-110] N'W )NIT ARCHI I FC II LOM Li"ENG NEER Ell IS ENGINEERING INC. 765 OUSTER RD ST£. 100 PU+NO. TX 75075 972.422.007] STRUCTURAL ENGINEER IY ILt ASSOCIATES INC. 9800 RICHMOND AVE STE 460 HOUSTON, TX -2 713.337888+ MEP ENGINEER JJA INC. B'.50 N. CENTRAL EXPWY. SU TEM 2100 DALLAG, TX 71- - ]39... CONSULTANT IM -DISCIPLINE CONSULTANT #4. NAME PHDRES ONE NUMBER ITE CONSULTANT Y5 DINGELNE CONSULTANT #5 -NAME ADDRESS PHONE NUMBER WEBSITE CONSULTANT DISCIPLINE CONSULTANT #6 NAME ADDRESS PHONE NUMBER WEBSITE PRINCIPLE VOLKSWAGEN OF GRAPEVINE - C -T -A NEW FACILITY DESIGN I.. PROJECT ADDRESS A NEW AUTOMOTIVE FACILITY DESIGN W� SEL µ•.1 ¢ f�a N%- ?2341 Qy' 9TF 000 A1949— NLMBEp FOR INTERIM REVIEW. NOT INTENDED FOR BIDDING, PERMITTING OR CONSTRUCTION PURPOSES. MICHAEL WANJA #22347 05/19/20 BUILDING ELEVATIONS D001 h.1 cL , WEST ELEVATION 1/8" = V-0" NOTES: I . ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZOINING ORDINANCE. 2. WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. 3. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INPSECTION DEPARTMENT. 4. WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITY OF 10%. I OWNER / APPLICANT CAMILLA ANN PROPERTIES, LTD. 153 TREELINE PARK, SUITE 200 SAN ANTONIO, TX 78209 CONTACT. KEN CLAYTON ENGINEER SPIARS ENGINEERING 765 CUSTER RD STE. 100 PLANO, TX 75075 CONTACTS KEVIN S. WIER CITY GRAPEVINE COUNTY TARRANT SURVEY J. FAY SURVEY APSTRACT NO. 530 GORSE ARCHITECTS 4710 BLI I AIRI BLVD., SUITE 105 HFLI.AIRF, 1 FXAS77401 713-.0-110] N'W )NIT ARCHI I FC II LOM Li"ENG NEER Ell IS ENGINEERING INC. 765 OUSTER RD ST£. 100 PU+NO. TX 75075 972.422.007] STRUCTURAL ENGINEER IY ILt ASSOCIATES INC. 9800 RICHMOND AVE STE 460 HOUSTON, TX -2 713.337888+ MEP ENGINEER JJA INC. B'.50 N. CENTRAL EXPWY. SU TEM 2100 DALLAG, TX 71- - ]39... CONSULTANT IM -DISCIPLINE CONSULTANT #4. NAME PHDRES ONE NUMBER ITE CONSULTANT Y5 DINGELNE CONSULTANT #5 -NAME ADDRESS PHONE NUMBER WEBSITE CONSULTANT DISCIPLINE CONSULTANT #6 NAME ADDRESS PHONE NUMBER WEBSITE PRINCIPLE VOLKSWAGEN OF GRAPEVINE - C -T -A NEW FACILITY DESIGN I.. PROJECT ADDRESS A NEW AUTOMOTIVE FACILITY DESIGN W� SEL µ•.1 ¢ f�a N%- ?2341 Qy' 9TF 000 A1949— NLMBEp FOR INTERIM REVIEW. NOT INTENDED FOR BIDDING, PERMITTING OR CONSTRUCTION PURPOSES. MICHAEL WANJA #22347 05/19/20 BUILDING ELEVATIONS D001 I EXTERIOR FINISHES N_-' v JL XA- I— A R C H I T E C T S EIFS-1 ACM -1 GL -1 PINT -1 47I06[LLAIRI BL\11,,SLHFI 10i BHI MIRE, TEXAS 77401 713 660 6102 D %N V, GOREI ARCHU I CTSCOM CIVIL ENG NEER SPIARS ENGINEERING INC. ]65 CUSTER RD STE 100 PIANO. TX 75075 972422.0077 STRUCTURAL ENGINEER DALLY • ASSOCUITES INC. 9800 RICHMOND AVE STE 460 HOUSTON, 1'X 77042 Tt3.331. 1 NOR NG'NEER JJA INC. 81 N CENTRAL EXPWY. SUITE M-2'-.00 DAt_TX 752 4139 8888 CONSULTANT T" -NAME '.. CONSULTANT W -NAME EIFS- WHITE TO MATCH ACM -1 ACM DEALER FRAME W/ ILLUMINATION CLEAR I" INSULATED GLASS TILTWALL- PAINTED WHITE TO MATCH ACM -1 PHorvE NUMBER THORUGH AT INTERIOR WEBsrtE CONSULTANTT#5D NAME CONSULTANT AS -NAME AD FEES PE.SITEUMBER '. WEBSITE TO P 0'�` 31/32" ti CONSUILTMT-DIGNAMNE CONSULTANTi/6-NAME --GL 1 GLI PDT G.1 W2 G G'.. GL i ADDRESS ROOF INE(BE (BEYOND) 27]15/16" - - - _- PHONE NUMBER y waesrtE I i PRwEcr NANR —— _ _______ I. 6- F -I0 0- GP 12 FIB PRINCIPLE TOP , VOLKSWAGEN OF o GRAPEVINE --METAL CANOPY -c* oescA �> cN -- ---I ANEW FACILITY DESIGN aRo�L�ADRSE66 IPROJECTADDRESS IT CASE NAME. GRAPEVINE VOIHSWAGEN CASE NUMBER CU20-14 CATION OTSWRLBLOCN IA TE DEBT PTST CHURCH OF GRAPEVINE ADDITION MAYOR SECRETARY TE PLANNING AND ZONING COMM•SION CHAIRMAN DATE BHEET. 7 OF 11 INOTAUTHOHIE ANY woD l H c.NPucT w TH ANY cooEs OR GaownNGEs D[PARTMENT OF DEVELOPMENTSERVICEB A Is NOTES: 1. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZOINING ORDINANCE. 2. WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. 3. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INPSECTION DEPARTMENT. 4. WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITY OF 10%. OWNER / APPLICANT CAMILLA ANN PROPERTIES, LTD. 153 TREELINE PARK, SUITE 200 SAN ANTONIO, TX 78209 CONTACT: KEN CLAYTON ENGINEER SPIARS ENGINEERING 765 CUSTER RD STE. 100 PLANO, TX 75075 CONTACT. KEVIN S. WIER CITY GRAPEVINE COUNTY TARRANT SURVEY J. FAY SURVEY APSTRACT NO. 530 BUILDING ELEVATIONS D002 I ., © PNT.:_. Pnr-1. a u u v AR 1� _ --. Pnr:, u.a _. _.. _._ I.. .OWNER NFC AUT ANEW AUTOMOTIVE FACILITY DESIGN EAST ELEVATION i 4 40' VW SIGN ELEVATION LIGHT POLE ELEVATION 1/4" l'-0. 3 V4"=1 -D (�e0 g9oy i SL W.7 U 0: f�Y TOP 26' r ti ROOF LNE(BEYO ) 27 715,16- PNiI_ GLI_: PNr9. 05 HOOPINE 5 roErGN/ 2t e.��r T 22341 per+ -qTF OF ,��+ ROOF ENE teavorvDl � 2r - e scar _..... '. _- -.._ ;_ _ _ _ _ —— _ _ _ _ _ _ --- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ — _ ©rrP _ _ _ _ _ _ _ _ — _ ROOF LINE (eEroNO/ 13 7 —" TOP 11'.6. 41949 . _.._., .- ( - � _. + ll. AMP sG TRE sr _ NA 6 { j • i PRFI ROOF LINE (BEYOND) ) 13' 2 /6' FOR INTERIM REVIEW. E — — — — — NOT INTENDED FOR � BIDDING, PERMITTING OR ONSTRUCTIONP PURPOSES. U OSES. MICHAEL WANJA #22347 I 05/21/20 O C C 1BI Fs ® 4T' L' i.F... 1z o. ® OO C < 0 O OO <1> 1' 6' ,'-8" 6'-D tls' r 3. F. 12-'.°- � �...... 12 0" _r 1z 6' 1s 6' O -oA,E MaN- or6ckPlse SOUTH ELEVATION CASE NAME. GRAPEVINE VOIHSWAGEN CASE NUMBER CU20-14 CATION OTSWRLBLOCN IA TE DEBT PTST CHURCH OF GRAPEVINE ADDITION MAYOR SECRETARY TE PLANNING AND ZONING COMM•SION CHAIRMAN DATE BHEET. 7 OF 11 INOTAUTHOHIE ANY woD l H c.NPucT w TH ANY cooEs OR GaownNGEs D[PARTMENT OF DEVELOPMENTSERVICEB A Is NOTES: 1. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZOINING ORDINANCE. 2. WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. 3. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INPSECTION DEPARTMENT. 4. WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITY OF 10%. OWNER / APPLICANT CAMILLA ANN PROPERTIES, LTD. 153 TREELINE PARK, SUITE 200 SAN ANTONIO, TX 78209 CONTACT: KEN CLAYTON ENGINEER SPIARS ENGINEERING 765 CUSTER RD STE. 100 PLANO, TX 75075 CONTACT. KEVIN S. WIER CITY GRAPEVINE COUNTY TARRANT SURVEY J. FAY SURVEY APSTRACT NO. 530 BUILDING ELEVATIONS D002 I 15 >.+.-- - - f fa, o_ o Q 21 2, 'X h �. 9220. I 9i 90 30 0 15 30 60 t 9220 � I - * 9230 9210 /_-\ �� y t inch = 30 ft. ti o��o "."-592 " ., -. � 92:30 \ ,92.20 \ � 92.30 .,-,5. �...; � General Notes I 9200 E, Cmtxa9e 91 S20 c atm 9230 �s \ i. All materials and construction shall conform to the City of Grapevine 4150 91w 91-ao Plans and Specifications, except as noted herein and approved 9z3G 9']G 9Tle ,�" by the City. t- - --- Light To I _ �.. 2. Contractor shall be responsible for maintaining trench safety _ requirements 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. # 9zac i 11 _ 9125 yllG�" �' 3. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all `\ 41� B15G utilities must determined by the Contractor. It shall be the 91.30 915p_ 11 1 g � be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present.�(E 0 F tt 9D7o f `C -7D 9:.zc SDeD eat' ' 4. It shall be the responsibility of the contractor to protect all public `ftp -..B9 70 utilities in the construction of this project. All manholes, clean- �yLFR BARN"eiT �� } 191.60 91 eo 01' outs, valve boxes, fire hydrants, etc. must be adjusted to proper 158426 :mi 917' 0 line and de by the to after the placing of permangrae contractor pro anter ent paving. recti must be maintained to proper line tt FSg d, and grade during construction of the paving for this development- 5. evelopment 5. Drainage should be maintained away from the foundations, both - during and after construction. 9'� sosc 9, 0=20. 6. All earthwork operations shall conform to the recommendations T per the Geotechnical Report. W 9700 91.E I / 90.00 , - / I,' DO NOl 815NRB' 6i 7 r bO9 ec] _ elevations. Add 0.50 feet to elevation for proposed p of curb. �s A Proposed spot cu ore shed Butte s� € '+, A' J fi. +1� ft0 .- 9ua / w T.J9150 Ycltll Ex/ _ - - 1 9'50 C H1-50 1 ! � U l \ + °0.b QUO „' 0 04 � U q 90.20 - !+Y 90.601 h4 8 9TSG O FF=591.50 //W� a w U Q 25 o25' D20!260311 \ In fiG of s0 6080 1 e ,5� V O DOG W' TCT v - - '` " w O F V S 1 nJa� I 91.90 9206 1 ' 91.5G J' N I1 � 91-501 � / V) F�4 1 91.50 Y 8920 8986 191.50 191,9l5050- 8W-86.00 , .:0 950 9150 9150 x91.50 - V' 9010 \ 90.76 9200 _ _ '� \ 900 00.60- BTMYI 6 G0 6 {•h-9050 709650 \ 9650 g 1 3x0 - 89.20. BW -A16 O \ 'BA G'� 90.00\ L, .Ed.58 C 8 N 6 v 91 G0. � � 39.30 Bw-8900 h/ ... 89.20 O ® Lot TZ Block T1 CLA551C HUMMER ADDITION 9C Doc N, D21Ot64t 32 OPPTCt F� CAUTION H! CITY GPS MONUMENT 5: Note: EXISTING UTILITIES FEMA'S MONUMENT WIND. RM1431S AN B -FOOT ALUMINUM ROD Scale: As Shown ? \ WIN A CAP SET D5 Hoar BELOW THE ACCESS COVER AND The Contractor Shall Perform All Earthwork And Compaction BUMPED 'aTY OF GRAPEVINE. MON. 5'. AND Is LOCATED AT ME \ Operations, Including But Not Limited To, Placement Of Fill EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM Drawn By. BLM 9 ENTRANCE To cANNG1 ELEMENTARY SCHOOL, APPROXIMATELY 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 a WEST COLLEGE BTREET AND Utility Backfilling, Liming, And Subgrade Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO PEBBEET3ROac DRIVE, ELEVATION=633el Checked By. KSW To The Geotechnical Recommendations And City Standards. CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE f „Ec -e5.uo 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 Backfill Operations. The 12' ALUMINUM ROD PATH CAP SET O.6' BELOW ACCESS f,OV4R. 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 ORAPEMNE, NO. ]'. E Of Record Shouid There Be Any Questions Regarding FlII And SPARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILIPES OR DEPICTING EXACT MONUMENT IS LOCATED AT THE WEATHER STATOR OF THE CORPS Backfill Re rements. LOCATIONS OF UTILITIES ON DRAWINGS. OF ENGENEERS AT THE GRAPENNE LAKE HEABOU"TERS ON FAIRWA qui SEI No. 79-184 DRIVE (TIO FAIRWAY DR.). ELEVATION = SBS.]6 i a I~ 0 R ® Lot TZ Block T1 CLA551C HUMMER ADDITION 9C Doc N, D21Ot64t 32 OPPTCt F� CAUTION H! CITY GPS MONUMENT 5: Note: EXISTING UTILITIES FEMA'S MONUMENT WIND. RM1431S AN B -FOOT ALUMINUM ROD Scale: As Shown ? \ WIN A CAP SET D5 Hoar BELOW THE ACCESS COVER AND The Contractor Shall Perform All Earthwork And Compaction BUMPED 'aTY OF GRAPEVINE. MON. 5'. AND Is LOCATED AT ME \ Operations, Including But Not Limited To, Placement Of Fill EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM Drawn By. BLM 9 ENTRANCE To cANNG1 ELEMENTARY SCHOOL, APPROXIMATELY 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 a WEST COLLEGE BTREET AND Utility Backfilling, Liming, And Subgrade Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO PEBBEET3ROac DRIVE, ELEVATION=633el Checked By. KSW To The Geotechnical Recommendations And City Standards. CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE f „Ec -e5.uo 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 Backfill Operations. The 12' ALUMINUM ROD PATH CAP SET O.6' BELOW ACCESS f,OV4R. 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 ORAPEMNE, NO. ]'. E Of Record Shouid There Be Any Questions Regarding FlII And SPARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILIPES OR DEPICTING EXACT MONUMENT IS LOCATED AT THE WEATHER STATOR OF THE CORPS Backfill Re rements. LOCATIONS OF UTILITIES ON DRAWINGS. OF ENGENEERS AT THE GRAPENNE LAKE HEABOU"TERS ON FAIRWA qui SEI No. 79-184 DRIVE (TIO FAIRWAY DR.). ELEVATION = SBS.]6 i CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20 14 LOCATION: 2351 we iom D Tata Lots 1R, ,lock 1 First Baptist Church of Grapevine Addition MAYOR SECRETARY OATS: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 10 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT NTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES End 3-6'x3' RCB Const. Headwall FL 3-6'x3' RCB=584.10 1 ( 1+1237 LOT '04' I 0+96.59 Lat 'C6' Tap -591.00 1 i C�odns g'� FL=597.50 L13� 0+95.50 Lot 'C4' I 344 RIB Lin'B' 0+51.56 Lot 'C2' L 1 W= Instill 18' 60' I_- 9 �=587.20 End RCP Hodz Boad � Coast 5' CA. x.30�'0+30.60 L'ne 'C' 16 RCP ' Top=591 11 124' 60' \ Og DRAINAGE GENERAL NOTES 1. All materials and constrtion shall conform to City of Grapevine uc II I Standards and Specifications, except as noted herein and approved by the City. Hoa, Bend le• 0.q' End 18' RCP 2. Contractor shall be responsible for maintaining trench safety I Const Type'"' Headwall _---� CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20 14 LOCATION: 2351 we iom D Tata Lots 1R, ,lock 1 First Baptist Church of Grapevine Addition MAYOR SECRETARY OATS: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 10 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT NTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES End 3-6'x3' RCB Const. Headwall FL 3-6'x3' RCB=584.10 1 ( 1+1237 LOT '04' I 0+96.59 Lat 'C6' Tap -591.00 1 i C�odns g'� FL=597.50 L13� 0+95.50 Lot 'C4' I 344 RIB Lin'B' 0+51.56 Lot 'C2' L 1 W= Instill 18' 60' I_- 9 �=587.20 End RCP Hodz Boad � Coast 5' CA. x.30�'0+30.60 L'ne 'C' 16 RCP ' Top=591 11 124' 60' \ Og DRAINAGE GENERAL NOTES 1. All materials and constrtion shall conform to City of Grapevine uc 0+70.91 Line 'G' I Standards and Specifications, except as noted herein and approved by the City. Hoa, Bend le• 0.q' End 18' RCP 2. Contractor shall be responsible for maintaining trench safety ;? Const Type'"' Headwall _---� Begin 18' RCP in depth. FL 18' RCP= 591.00 G+00.00 Lal 3. The locationof all utilities located on these plans are taken from 609 -- 7. 1 -L4 # •G 556 Const Type b' HmdWdl ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. ' 25 Lona`°p'E initR geld,r9 ' g 260 O No facilities other than those shown on the plans may be present. O6G \� 38 Is 4. It shall be the responsibility of the Contractor to protect all public 0+00.00 L'ine'G' �, Y Begin 18' RCP via t 'inLld - Const Type b' Heodrdl _ 8. FL 18' RCP=590.50 1 1 inch = 30ft. =I Pq 54l D sAown on &I ret. in Line 6m •t! - 2 m L12 /0+00.00 Let 'C3' C2 / elasoon LS- OPRICT O 19' RCP �\ 00Devices".X � N Control as currently amended, TKDOT. MFR 6A.RNET7 A �,,. 136azs yl� rte,. CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20 14 LOCATION: 2351 we iom D Tata Lots 1R, ,lock 1 First Baptist Church of Grapevine Addition MAYOR SECRETARY OATS: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 10 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT NTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES End 3-6'x3' RCB Const. Headwall FL 3-6'x3' RCB=584.10 1 ( 1+1237 LOT '04' I 0+96.59 Lat 'C6' Tap -591.00 1 i C�odns g'� FL=597.50 L13� 0+95.50 Lot 'C4' I 344 RIB Lin'B' 0+51.56 Lot 'C2' L 1 W= Instill 18' 60' I_- 9 �=587.20 End RCP Hodz Boad � Coast 5' CA. x.30�'0+30.60 L'ne 'C' 16 RCP ' Top=591 11 124' 60' \ Og DRAINAGE GENERAL NOTES 1. All materials and constrtion shall conform to City of Grapevine uc 5. Standards and Specifications, except as noted herein and approved by the City. Hoa, Bend le• 0.q' 6. 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 _---� Begin 18' RCP in depth. x G+00.00 Lal 3. The locationof all utilities located on these plans are taken from , 7. existing pubic records. The exact location and elevation of all # CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET O6' BELOW ACCESS COVER Const Type b' HmdWdl ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. ' the duty of the Contractor to ascertain whether any additional ' ` facilities other than those shown on the plans may be present. t Is 4. It shall be the responsibility of the Contractor to protect all public FL 18• RCP=581.00 �, Y 30 0 15 30 60 via t 'inLld - 'f' _ 8. \ 1 1 inch = 30ft. =I Pq 54l D sAown on &I ret. in Line '� •t! - 2 Da N209260320 L12 /0+00.00 Let 'C3' C2 / elasoon LS- OPRICT 19' RCP �\ 00Devices".X � ���� Control as currently amended, TKDOT. MFR 6A.RNET7 A �,,. 136azs yl� I C2I 1 Pr 2+46.66 Line O+OO.00 Lat'C5' - y I ` Install 18'Nje P -0,537C i r -C1 ���:, 0+31.25 Une 'r W0000 Lone 'B' 00 0+77.13 Line 'B' End 18' RCP 10. Backfill for utility lines should be carefully Y y placed so that they idoe<cE S�gGg .+ ity End 18. RCP Instill 18' Wye 1 B Coast 5 C.I. - -- \ \ / will be stable. Where utility Ines pass through the parking lot, SIONgL �N^~ Top=591.90 \ _ ' �. �y FLd87.90 Const Headwall CmsL 5' C.I. Tar -59874 E D, ­,x \ `/ the top 6' should be compacted similarly to the remainder of 41 b17�� -- t •Cl• 0rO FL 18' RCP=584.00 FL=584.70 the lot. Utility ditches should be visually inspected during the excavation process to ensure that undesirable fill is not used. 0+53.10 Line 'A' CASE NAME: Grapevine Volkswagen CASE NUMBER: CU20 14 LOCATION: 2351 we iom D Tata Lots 1R, ,lock 1 First Baptist Church of Grapevine Addition MAYOR SECRETARY OATS: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 10 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT NTH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES End 3-6'x3' RCB Const. Headwall FL 3-6'x3' RCB=584.10 1 ( 1+1237 LOT '04' I 0+96.59 Lat 'C6' Tap -591.00 1 i C�odns g'� FL=597.50 L13� 0+95.50 Lot 'C4' I 344 RIB Lin'B' 0+51.56 Lot 'C2' L 1 W= Instill 18' 60' I_- 9 �=587.20 End RCP Hodz Boad � Coast 5' CA. x.30�'0+30.60 L'ne 'C' 16 RCP ' Top=591 11 124' 60' \ Og End & Plug 18' RCP L'4 0+2309 Lat C3 0+0812 Lal End 18' RCP End 11 RCP l 0+10.97 Lne C= `s - _ O 0+00.00 tat 'C1' _ Coast 5' C Coast 5 Cl.6+29.44 Lal 'C3a' \ Instill 18' W)e A 1+9003 Lne'C' T 590.50 T 590.20 3+08.19 Line 'C= End &Plug 18' RCP W- W=^ O+�.Cd Lot 'C6' End 27' RCP FL=586.50 ft=566.20 1 Install IT Wye Begin 18' RCP - 1+2135 Line 'C' t G+4882 Line b'= 1+87.03 Fine 'C' End 24' RCP )1 I GHX`00 Lot 'D1' JD' RGI' D+23.09 Lot 'C5' O+OOAO Lat 'C4' Begin 21' RCP Instill 78' Wye - End 18' RCP Install 18' Wye ' Coast 5C.I. FF=591.50 ' I \ D+51.82 U,, '0' Top -591.00 y End 30' RCP FL 587.00 I I I- - Begin 2Y RCP i L18 Rr\ ef. NEP Plans for Exact Utlity CoanecOan, I 16 'D \v 1 Lot D1 �� X i \6+16.17 1 b4'' 6+56.55 End 18' RCP 16 End & Plug 18' RCA AY C -L CB -36 , - Top=589.20 6+53.55 Line b'= 0+20.69 Lot 'Did ! Line •D• \ FL=585.70 i. O+OOAO Lot 'D4' End 8 Plug 18' RCP - Install 18' Wye / 0+29.44 Lot 'Di' End 18' RCP 116 lid'L24i CansL 5 C.I. J _Tap=587.00 Lot 'DV '( /LIy L17 9,, s'i R�583.00 1 4+05.44 'D-l.d 'Ota''D io �o L23I 0+00.00 Lai 'D2' / 2+85.86 Lice 'D'- \ Instill 18' Wye / 0+00.00 Lat 'Dia,\ \ . IT RCP Instill 18' Wye \ )\ 21 86 Line b' A\ \\ S I 4+8226 Line b' / / C �/ End 2Y RCP # \ \ End 24' Begs 24' RCP ,U_ 'p' � Begin 18' RCP IT RCIP \ DRAINAGE GENERAL NOTES 1. All materials and constrtion shall conform to City of Grapevine uc 5. Standards and Specifications, except as noted herein and approved by the City. Hoa, Bend le• 0.q' 6. 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 _---� L16 in depth. x G+00.00 Lal 3. The locationof all utilities located on these plans are taken from , 7. existing pubic records. The exact location and elevation of all # CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET O6' BELOW ACCESS COVER public utilities must be determined by the Contractor. It shall be ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. Q' the duty of the Contractor to ascertain whether any additional ' ` facilities other than those shown on the plans may be present. t Is 4. It shall be the responsibility of the Contractor to protect all public _ utilities in the construction of this project. All manholes, clean- Y 30 0 15 30 60 outs, valve boxes, fire hydrants, etc. must be adjusted to proper t 'inLld - line and grade by the Contractor prior to and after the placing of _ 8. permanent paving. Utilities must be maintained to proper line and 1 1 inch = 30ft. grade during construction of the paving for this development. End & Plug 18' RCP L'4 0+2309 Lat C3 0+0812 Lal End 18' RCP End 11 RCP l 0+10.97 Lne C= `s - _ O 0+00.00 tat 'C1' _ Coast 5' C Coast 5 Cl.6+29.44 Lal 'C3a' \ Instill 18' W)e A 1+9003 Lne'C' T 590.50 T 590.20 3+08.19 Line 'C= End &Plug 18' RCP W- W=^ O+�.Cd Lot 'C6' End 27' RCP FL=586.50 ft=566.20 1 Install IT Wye Begin 18' RCP - 1+2135 Line 'C' t G+4882 Line b'= 1+87.03 Fine 'C' End 24' RCP )1 I GHX`00 Lot 'D1' JD' RGI' D+23.09 Lot 'C5' O+OOAO Lat 'C4' Begin 21' RCP Instill 78' Wye - End 18' RCP Install 18' Wye ' Coast 5C.I. FF=591.50 ' I \ D+51.82 U,, '0' Top -591.00 y End 30' RCP FL 587.00 I I I- - Begin 2Y RCP i L18 Rr\ ef. NEP Plans for Exact Utlity CoanecOan, I 16 'D \v 1 Lot D1 �� X i \6+16.17 1 b4'' 6+56.55 End 18' RCP 16 End & Plug 18' RCA AY C -L CB -36 , - Top=589.20 6+53.55 Line b'= 0+20.69 Lot 'Did ! Line •D• \ FL=585.70 i. O+OOAO Lot 'D4' End 8 Plug 18' RCP - Install 18' Wye / 0+29.44 Lot 'Di' End 18' RCP 116 lid'L24i CansL 5 C.I. J _Tap=587.00 Lot 'DV '( /LIy L17 9,, s'i R�583.00 1 4+05.44 'D-l.d 'Ota''D io �o L23I 0+00.00 Lai 'D2' / 2+85.86 Lice 'D'- \ Instill 18' Wye / 0+00.00 Lat 'Dia,\ \ . IT RCP Instill 18' Wye \ )\ 21 86 Line b' A\ \\ S I 4+8226 Line b' / / C �/ End 2Y RCP # \ \ End 24' Begs 24' RCP ,U_ 'p' � Begin 18' RCP IT RCIP \ '04' 5. Erosion control shall be required during all phases of construction. Hoa, Bend le• 0.q' 6. All materials and workmanship shall conform to the Standard x ; Specifications for Public Works Construction for North Central _---� L16 Texas, latest edition, and The City of Grapevine Department of Checked By HOW G+00.00 Lal Public Works and Transportation Addendum. ? 7. During construction of these public improvements, any interpretation # CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET O6' BELOW ACCESS COVER of the Standard Specifications for Public Works Construction for ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. FL=585.50 North Central Texas, and any matter which requires the approval - .Install of the Owner, must be approved by the Director of Public Works OF ENGINEERS A7 ME GRAPPANE LAKE HEADQUARTERS ON FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATOR = 585.76 I and Transportation or his designee before any construction involving C- LS that decision commences. Assumptions about what these decisions 0 might be which are made during the bidding phase will have no 9 Traffic barricades wll be required for paving and drainage construction 'inLld - bearing on the decision _ 8. Streets, alleys, sidewalks, driveways, and storm drainage facilities 1 End & Plug 18' RCP L'4 0+2309 Lat C3 0+0812 Lal End 18' RCP End 11 RCP l 0+10.97 Lne C= `s - _ O 0+00.00 tat 'C1' _ Coast 5' C Coast 5 Cl.6+29.44 Lal 'C3a' \ Instill 18' W)e A 1+9003 Lne'C' T 590.50 T 590.20 3+08.19 Line 'C= End &Plug 18' RCP W- W=^ O+�.Cd Lot 'C6' End 27' RCP FL=586.50 ft=566.20 1 Install IT Wye Begin 18' RCP - 1+2135 Line 'C' t G+4882 Line b'= 1+87.03 Fine 'C' End 24' RCP )1 I GHX`00 Lot 'D1' JD' RGI' D+23.09 Lot 'C5' O+OOAO Lat 'C4' Begin 21' RCP Instill 78' Wye - End 18' RCP Install 18' Wye ' Coast 5C.I. FF=591.50 ' I \ D+51.82 U,, '0' Top -591.00 y End 30' RCP FL 587.00 I I I- - Begin 2Y RCP i L18 Rr\ ef. NEP Plans for Exact Utlity CoanecOan, I 16 'D \v 1 Lot D1 �� X i \6+16.17 1 b4'' 6+56.55 End 18' RCP 16 End & Plug 18' RCA AY C -L CB -36 , - Top=589.20 6+53.55 Line b'= 0+20.69 Lot 'Did ! Line •D• \ FL=585.70 i. O+OOAO Lot 'D4' End 8 Plug 18' RCP - Install 18' Wye / 0+29.44 Lot 'Di' End 18' RCP 116 lid'L24i CansL 5 C.I. J _Tap=587.00 Lot 'DV '( /LIy L17 9,, s'i R�583.00 1 4+05.44 'D-l.d 'Ota''D io �o L23I 0+00.00 Lai 'D2' / 2+85.86 Lice 'D'- \ Instill 18' Wye / 0+00.00 Lat 'Dia,\ \ . IT RCP Instill 18' Wye \ )\ 21 86 Line b' A\ \\ S I 4+8226 Line b' / / C �/ End 2Y RCP # \ \ End 24' Begs 24' RCP ,U_ 'p' � Begin 18' RCP IT RCIP \ '04' 7+46.71 Line 'C'- 'C3o' FL=587.30 Hoa, Bend le• 0.q' Lim•A• '\ y0 L2 '� `1 In the pubic right-of-way shall be constructed n conformance with TxDOT Standards. L16 Lot Checked By HOW G+00.00 Lal 1 _Z Q Top=589.50 �p�_.,a # CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET O6' BELOW ACCESS COVER U ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. FL=585.50 Q - .Install 18' Wye OF ENGINEERS A7 ME GRAPPANE LAKE HEADQUARTERS ON FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATOR = 585.76 I 0 C- LS 0+10.97 Line b' 0 �� 9 Traffic barricades wll be required for paving and drainage construction 'inLld - 1W RGI' _ 1+24.35 Line 'C'- L9 24' R P Install 18' 60' within the blit ri ht-of-wa Barricades shall conform to the pu 9 y' installation shown 'n the '7980 Texas Manual of Uniform Traffic •t! - 2 L12 /0+00.00 Let 'C3' C2 / elasoon LS- Hodz Bend �\ 00Devices".X � ���� Control as currently amended, TKDOT. MFR 6A.RNET7 A �,,. 136azs yl� I C2I 1 Pr 2+46.66 Line O+OO.00 Lat'C5' - y I ` Install 18'Nje P -0,537C i r -C1 ���:, W0000 Lone 'B' 00 0+77.13 Line 'B' End 18' RCP 10. Backfill for utility lines should be carefully Y y placed so that they idoe<cE S�gGg .+ ity -Dish Instill 18' Wye 1 B Begs 78' RCA \ / will be stable. Where utility Ines pass through the parking lot, SIONgL �N^~ Lj5 _ �. �y Const Headwall CmsL 5' C.I. Tar -59874 `/ the top 6' should be compacted similarly to the remainder of 41 b17�� -- t •Cl• 0rO FL 18' RCP=584.00 FL=584.70 the lot. Utility ditches should be visually inspected during the excavation process to ensure that undesirable fill is not used. C6 IB' RGI' _ 4!- _� -g 0+00.00 Line A 11. Concrete for inlets and drainage structures shall be 3600 at L _ Begin 3-6'x3' RCB 9 psi 28 days. - (Lj--- LIT 16 RCP Coast R Heodrall 3-6'x3' RCB=583.64 'P. 5 Tnbu y Z TPY _ Ls 'Gia' -L1O 'CS' o' 'S �- __ 0+00 OO IBI.V ,n,� --,'; 12. If rock is encountered in the trench, rock spoil shall not be used m theu upper 1.5 feet of the trench. 1"1 3+1119 Line 'C' Lot ,a. 1e. ROP _ ie, 0+31.82 Une C'= 0+00.00 Lot 'C2' I18" ns ' 18Wye 11 I Begin 24 RCP CoasL HedWdl F24' RCP 584 DO - 0 W End & Plug 18' RCP L'4 0+2309 Lat C3 0+0812 Lal End 18' RCP End 11 RCP l 0+10.97 Lne C= `s - _ O 0+00.00 tat 'C1' _ Coast 5' C Coast 5 Cl.6+29.44 Lal 'C3a' \ Instill 18' W)e A 1+9003 Lne'C' T 590.50 T 590.20 3+08.19 Line 'C= End &Plug 18' RCP W- W=^ O+�.Cd Lot 'C6' End 27' RCP FL=586.50 ft=566.20 1 Install IT Wye Begin 18' RCP - 1+2135 Line 'C' t G+4882 Line b'= 1+87.03 Fine 'C' End 24' RCP )1 I GHX`00 Lot 'D1' JD' RGI' D+23.09 Lot 'C5' O+OOAO Lat 'C4' Begin 21' RCP Instill 78' Wye - End 18' RCP Install 18' Wye ' Coast 5C.I. FF=591.50 ' I \ D+51.82 U,, '0' Top -591.00 y End 30' RCP FL 587.00 I I I- - Begin 2Y RCP i L18 Rr\ ef. NEP Plans for Exact Utlity CoanecOan, I 16 'D \v 1 Lot D1 �� X i \6+16.17 1 b4'' 6+56.55 End 18' RCP 16 End & Plug 18' RCA AY C -L CB -36 , - Top=589.20 6+53.55 Line b'= 0+20.69 Lot 'Did ! Line •D• \ FL=585.70 i. O+OOAO Lot 'D4' End 8 Plug 18' RCP - Install 18' Wye / 0+29.44 Lot 'Di' End 18' RCP 116 lid'L24i CansL 5 C.I. J _Tap=587.00 Lot 'DV '( /LIy L17 9,, s'i R�583.00 1 4+05.44 'D-l.d 'Ota''D io �o L23I 0+00.00 Lai 'D2' / 2+85.86 Lice 'D'- \ Instill 18' Wye / 0+00.00 Lat 'Dia,\ \ . IT RCP Instill 18' Wye \ )\ 21 86 Line b' A\ \\ S I 4+8226 Line b' / / C �/ End 2Y RCP # \ \ End 24' Begs 24' RCP ,U_ 'p' � Begin 18' RCP IT RCIP \ C3 L20 \ \ Note: s wd I 4+79.26 Line V= # \ \ See Sheet C7 for a \ g 0+00.00 Lot b3' Lot 1R2, Block 1R1 Line & Curve Tables. 5+49.42 Line b' L21 instou 18' Wye CLA551C HUMMER ADDITION \\ \\ 5+09. 18' Line •�. # Doc. No. D21 01 6 41 32 OPRTCT \ Hara. Bend 18' Rip Q P 0+35.22 Lal 'D2' 8. PVC !' # °¢z a 000 Drawn By FILM EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY WPEu•4U Checked By HOW AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO 0 F. _Z Q Top=589.50 �p�_.,a # CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET O6' BELOW ACCESS COVER U ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. FL=585.50 Q MONUMENT IS LOCATED AT THE WEATHER STATION X THE 100P1 SEI No. 19-184 End 18' RCP OF ENGINEERS A7 ME GRAPPANE LAKE HEADQUARTERS ON FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATOR = 585.76 0 - / Cons, 10' C.I. Tor-588.80Top=588.0 0 Const CB -12 J FL=584.80 C3 L20 \ \ Note: s wd I 4+79.26 Line V= # \ \ See Sheet C7 for a \ g 0+00.00 Lot b3' Lot 1R2, Block 1R1 Line & Curve Tables. 5+49.42 Line b' L21 instou 18' Wye CLA551C HUMMER ADDITION \\ \\ 5+09. 18' Line •�. # Doc. No. D21 01 6 41 32 OPRTCT \ Hara. Bend 18' Rip CAUTION 1 1 1 / 0+35.22 Lal 'D2' 8. PVC !' # EXISITNG U11LIl1ES End 78' TICE WITH A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND Drawn By FILM EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY OIL. 5 C.I. Checked By HOW AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO PEB&®ROq( DRIVE ELEv4Rox=63101 CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE Top=589.50 Sheet C6 # CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET O6' BELOW ACCESS COVER 0+35.22 Lal EIS ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. FL=585.50 SHARE ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT MONUMENT IS LOCATED AT THE WEATHER STATION X THE 100P1 SEI No. 19-184 End 18' RCP OF ENGINEERS A7 ME GRAPPANE LAKE HEADQUARTERS ON FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATOR = 585.76 - / Cons, 10' C.I. Tor-588.80Top=588.0 Const CB -12 J FL=584.80 FL=587.08 IRAe< CAUTION 1 1 1 CITY GPS MONUMENT #5: Scale: As Shown EXISITNG U11LIl1ES FEMA'S MONUMENT RM/43. RMi43 IS AN 5-F007 ALUMINUM ROD WITH A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND Drawn By FILM EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ENIRNAIAam 'TTY OF ON 0LBNE, MOV. SCHOOL AND 6 LOCATED at ME FEET N R TO F ME N TERSEC ION FWESTCOLLEGVM0E AMY250 FEET NORM QU ME INTERSECTION 3F' WEST Cg1ECE STREET AND Checked By HOW AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO PEB&®ROq( DRIVE ELEv4Rox=63101 CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE Sheet C6 CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTIUTIES FROM DAMAGE DURING CONSTRUCTION. CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET O6' BELOW ACCESS COVER CALL TEXAS ONE -CALL (811) OR OTHER UDUTY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. ACCESS COVER IS STAMPED,'CITY OF CNAPEWNE, ND. Y. SHARE ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT MONUMENT IS LOCATED AT THE WEATHER STATION X THE 100P1 SEI No. 19-184 LOCATIONS OF UTILHIES ON DRAWINGS, OF ENGINEERS A7 ME GRAPPANE LAKE HEADQUARTERS ON FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATOR = 585.76 STORM SEWER CENTERUNE TABLE �e Le.gv C rc'w^. Lt 5310 N093217W L2 1197 N165956'E L3 6616' N7675956'E L4 70.91' N283134'E L5 31.25' N43'0004'W ___3060 L6 2310' _ 5763956 W L7 21062 N643752'W L8 812 S763956'W L9 5156 N43U004-W _ L10_ _ 2309 permanent paving. Utilities must be maintained to proper line and L11 29.41V -S552208'W S5522'OB'W L12 9550 N043752W L13 16,81,N592826'W L14 23.09 S5522'08°W L15 51.77' N0457'52'W-- L16 North Central Texas, and any matter which requires the approval L17 _819 _- 509.02' _N2520'28'E N8216'07'W L18 2944 S374353'W_� L19 20.69' N2216'07'W L20 35.22' S37'43'537W STORM SEWER CENTERLINE TABLE 24' FENA'S MONUMENT 184/43. RMj43 IS AN B -FOOT ALUMINUM ROD Lin r L21 35.22' S374353W L22 13.74' N2216'07'W L23 L24 L25 L26 75.62' 16.17 _.__ ._ 37.05 9.88' N2520'28'E N343932W - N7T0026 E S4259'34'E L27 37.59' -- S4259'34'E -� L28 31.25' S6913'33'W 6\ -------------- 6 0+00.00 Line D' STORM SEWER CENTERLINE CURVE TABLE Be9n 30 0+37.05 Une' -. Coast Type 'B' Hes., " Instdl 21' 60' FL 30' ROP -582-00 Haa. Bend CI_ 7D000 382212' --2436 46.88'- 0+2641 Line t' End 24 RCP C2 70000 29'5819' 1874 36.62' - -p\ Begin 21 RCP C3 70 000 47'3635' 3088 58.17' \ 0+23.41 Une Install IW 1� 0+09.88 List T1' End 18' RCP "C Const. 15 C.I. Top=584.70 24' FENA'S MONUMENT 184/43. RMj43 IS AN B -FOOT ALUMINUM ROD Lin r 427-, theCP' \ C.I.700 N FEET NOR OF THE INTERSECTION OF WEST COLLEGE STREET AND PERDLEBRWK DRIVE. 01VABON=633.01 \\ CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET GO' BELOW ACCESS COVER. Begin 24' RCP ACCESS COVER IS STAMPED, -CITY OF GRAPEVINE, NO Y. in depth. \ Gant. Type 'B' Headwall 0+09.88 List T1' End 18' RCP "C Const. 15 C.I. Top=584.70 24' FENA'S MONUMENT 184/43. RMj43 IS AN B -FOOT ALUMINUM ROD Lin r WITH A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND by the City. \ 0+00.00 Line 'E' N FEET NOR OF THE INTERSECTION OF WEST COLLEGE STREET AND PERDLEBRWK DRIVE. 01VABON=633.01 \\ CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET GO' BELOW ACCESS COVER. Begin 24' RCP ACCESS COVER IS STAMPED, -CITY OF GRAPEVINE, NO Y. in depth. \ Gant. Type 'B' Headwall OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS OI FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATION = 585.76 existing public records. The exact location and elevation of all \ R 24' RCP=579.00 public utilities must be determined by the Contractor. It shall be h sat the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. NIX 4. Itshall be the responsibility of the Contractor to protect all public utilities in the construction of this project. All manholes, ciean- 30 0 15 30 60 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 and \ \ \ \ grade during construction of the paving for this development. 5. Erosion control shall be required during all phases of construction. 0+09.88 List T1' End 18' RCP "C Const. 15 C.I. Top=584.70 _CASE NAME Grapevine Volkswagen ,CASE NUMBER: CU20-14 { LOCATION: 2351 William D. Tate Late 1R, Block 1 First Baptist Church oI Grapevine Addition MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 11 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES CAUTION M Note: EXISTING UTILJTIES The Contractor Shall Perform All Eorthwork And Compaction Operations, Including But Not Limited To, Placement Of Fill EXISTING UTILITIES AND UNDERGROUND FACUI7ES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM During Earthwork Operations, Backfilling, Trench Backfilling, REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY Utility Backfilling, Liming, And Subgrade Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO 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. There Is A Conflict On Any Fill Or Backfill Operations. The Contractor Shall Inquire in Written Format With The Engineer CALL TEXAS ONE -CALL (811) OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACPVTTY. Of Record Should There Be Any Questions Regarding Fill And SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT Backfill Requirements. LOCATIONS OF UTILITIES ON DRAWINGS. Note: All storm sewer improvements are private unless otherwise noted. 158426 W z °¢z w , -00 W04wU OH N UQ a H O Z`1" z a W U z a x Q CITY GPS MONUMENT #5: DRAINAGE GENERAL NOTES 1. All materials and construct on shall conform to City of Grapevine FENA'S MONUMENT 184/43. RMj43 IS AN B -FOOT ALUMINUM ROD Standards and Specifications, except as noted herein and approved WITH A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND by the City. STAMPED'OTY OF GRAPEVINE, MON. 5', AND IS LOCATED AT THE ENTRANCE TO CANNON OFTAENTARY SCHOOL APPROXIMATELY 250 2. Contractor shall be responsible for maintaining trench safety N FEET NOR OF THE INTERSECTION OF WEST COLLEGE STREET AND PERDLEBRWK DRIVE. 01VABON=633.01 requirements in accordance with City Standards, Texas State Law, CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET GO' BELOW ACCESS COVER. and O.S.H.A. Standards for all excavation in excess of five feet ACCESS COVER IS STAMPED, -CITY OF GRAPEVINE, NO Y. in depth. MONUMENT IS LOCATED AT THE WEATHER STATION O THE CORPS 3. The location of all utilities located on these plans are taken from OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS OI FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATION = 585.76 existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be O' the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. ® 4. Itshall be the responsibility of the Contractor to protect all public utilities in the construction of this project. All manholes, ciean- 30 0 15 30 60 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 and 1 inch = 30 ft. grade during construction of the paving for this development. 5. Erosion control shall be required during all phases of construction. 6. All materials and workmanship shall conform to the Standard 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 of the Standard Specifications for Public Works Construction for North Central Texas, and any matter which requires the approval of the Owner, must be approved by the Director of Public Works 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 TXDOT Standards. 9. Traffic barricades will be required for paving and drainage construction ..thin the public right-of-way. Barricades shall conform to the installation shown in the '1980 Texas Manual of Uniform Traffic Control Devices`, as currently amended, TxDOT. 10. Backfill for utility lines should be carefully placed so that they will be stable. Where utility lines pass through the parking lot, the top 6' should be compacted similarly to the remainder of the lot. Utility ditches should be visually inspected during the 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 in the trench, rock spoil shall not be used in the upper 1.5 feet of the trench. _CASE NAME Grapevine Volkswagen ,CASE NUMBER: CU20-14 { LOCATION: 2351 William D. Tate Late 1R, Block 1 First Baptist Church oI Grapevine Addition MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 11 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES CAUTION M Note: EXISTING UTILJTIES The Contractor Shall Perform All Eorthwork And Compaction Operations, Including But Not Limited To, Placement Of Fill EXISTING UTILITIES AND UNDERGROUND FACUI7ES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM During Earthwork Operations, Backfilling, Trench Backfilling, REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY Utility Backfilling, Liming, And Subgrade Placement According AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO 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. There Is A Conflict On Any Fill Or Backfill Operations. The Contractor Shall Inquire in Written Format With The Engineer CALL TEXAS ONE -CALL (811) OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACPVTTY. Of Record Should There Be Any Questions Regarding Fill And SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT Backfill Requirements. LOCATIONS OF UTILITIES ON DRAWINGS. Note: All storm sewer improvements are private unless otherwise noted. 158426 W z °¢z w , -00 W04wU OH N UQ a H O Z`1" z a W U z a x Q CITY GPS MONUMENT #5: J. FENA'S MONUMENT 184/43. RMj43 IS AN B -FOOT ALUMINUM ROD Scale: As Shown WITH A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND STAMPED'OTY OF GRAPEVINE, MON. 5', AND IS LOCATED AT THE ENTRANCE TO CANNON OFTAENTARY SCHOOL APPROXIMATELY 250 Drawn By: BUM N FEET NOR OF THE INTERSECTION OF WEST COLLEGE STREET AND PERDLEBRWK DRIVE. 01VABON=633.01 Checked By. KSW CITY GPS MONUMENT #7: 12' ALUMINUM ROD WITH CAP SET GO' BELOW ACCESS COVER. Sheet C7 ACCESS COVER IS STAMPED, -CITY OF GRAPEVINE, NO Y. MONUMENT IS LOCATED AT THE WEATHER STATION O THE CORPS OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS OI FAIRWA DRIVE (110 FAIRWAY DR.). ELEVATION = 585.76 SEI No. 19-184