Loading...
HomeMy WebLinkAboutItem 08 - CU22-30 H3 Headquarters TO- HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM- BRUNO RUMBELOW, CITY MANAGER ERICA MAROHNIC, DIRECTOR OF PLANNING SERVICES MEETING DATE- JULY 19, 2022 SUBJECT- DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU22-30, H3 HEADQUARTERS r�— 1 ~ ——————————— -- til-- �— Grapevine DoV e APPLICANT- DunawayAssociates, LLC j `' f Lake Fn I 1 s y�' I.H.1635 4 Northwest I — I Puy: PROPERTY LOCATION AND SIZE- waEo Cn 6 I I The subject property is located at 1039 East Dallas FW s?Hall-Johnson Airport s Road and platted as Block 1, Lot 1, Esther Moore I 36 � 1 L� Addition. The addition contains 0.838 acre and has IL _ _ approximately 216 feet of frontage on East Dallas m Glade Rd. I I o - Road. REQUESTED CONDITIONAL USE AND COMMENTS- The applicant is requesting a conditional use permit to amend the previously approved site plan, this request is specifically to allow a construction trade office with storage yard. The applicant is requesting to redevelop the subject site by demolishing a former single- family residence that operated as a construction trade office and constructing a new 5,460 square foot office on the same property. As part of this request, the applicant proposes to leave and improve the appearance of an existing 5,057 square foot metal building located at the northwest corner of the property. Historically, the subject site has not had improved parking spaces, vehicle maneuvering areas, designated and screened solid waste collection, or outside storage. Access will be provided by an existing concrete driveway on the north side of East Dallas Road; 27 parking spaces are required and 28 parking spaces are provided. The site plan indicates 1,300 square feet of outside storage on-site to be fully screened from adjacent properties and the public right-of-way. C:\Users\tbrooks\Downloads\Agenda Memo 133034.doc 1 If approved, this will be the first reading of an ordinance given the subject site requires approval of a special exception, due to the existing building encroachment into the required side-and rear-yard building setbacks, minimum distances between buildings and minimum buffer-yards required adjacent to residentially zoned properties. These items will be heard before the Board of Zoning Adjustments at their August 1, 2022 meeting. If approved by the Board, the second reading will take place at the Council's August 16, 2022 meeting. PRESENT ZONING AND USE: The property is currently zoned "LI", Light Industrial District and is developed with existing metal storage building and formerly had a single-family residence, which was recently demolished. HISTORY OF TRACT AND SURROUNDING AREA: The subject property and properties to the north and south were rezoned in the 1984 City- wide rezoning, from "C-2", Community Business District to "LI", Light Industrial District. The subject property and properties to its immediate north and west were also part of a Map 2: Land Use Plan amendment in 2005 with MP05-01 (Ord. 2005-57) where the property's future land use designation was changed from IN — Industrial to I/C — Industrial/Commercial. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "LI", Light Industrial District— Lift Office and Northam Construction, I nc. SOUTH: "LI", Light Industrial District — Multi-tenant office/warehouse and distribution center developments EAST: "LI", Light Industrial District— Mac's Corner Convenience Store with Fuel Pumps WEST: "R-7.5", Single-Family District — Single-family residences AIRPORT IMPACT: The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In"Zone B", the following uses may be considered only if sound treatment is included in the building design: multifamily apartments, motels, office buildings, movie theaters, restaurant, personal and business services. Single-family residential and sound sensitive uses such as schools and churches should avoid this one. The applicant's proposal is an appropriate C:\Users\tbrooks\Downloads\Agenda Memo 133034.doc 2 use in this noise zone. MASTER PLAN APPLICATION: Map 2: Land Use Plan of the Comprehensive Master Plan designates the subject property as a an Industrial/Commercial land use. The request is compliant with the Master Plan. THOROUGHFARE PLAN APPLICATION: The City of Grapevine's Thoroughfare Plan designates East Dallas Road as a Type C Minor Arterial, which requires a minimum right-of-way width of 80 feet to be developed with four lanes and a turn lane. em/ C:\Users\tbrooks\Downloads\Agenda Memo 133034.doc 3 ' } �6i 68 5 ---------......................................................................... co -------—------ rl I rOSS 1 67 ;ION4 1 A � .. A..rl II T 2 65 5 *;kxA Os �.... �._ 64 aIT 1 -------- , 6 r 58 .. qq h 62 5915 7R.11,1111.1 -5---- 61 60 .. " .. ------ '----- --------- -------------- ..,.: 1A ALAS RUDALLASi ED SUBJECT S I T EL I ! Feet 0 50 100 150 200 a 1 H3 HEADQUARTERS r ti w 1A I-y Prepared: / /�y,.+�,ry Th're'data has been p&led by theC tyl of Grapevine FI s'IS department..V social d �.ialsu re }cafe Prepared: 7f l f L022 used to gather this m5arrnallinn Every eifart was made to ensure the t—y of the data however no guarantee is given ar imnpbed.as Isw•the a—racy of said data. 'A ' I J E X I 1 C T'Y OF GRAPEVINE CONDITIONAL USE APPLICATION 1 Form "A PART 1.AP'Pf!ICAN'f INFORMAT'IONI Name eaf appl c:arrf lagent JcornrpanyAcontect Barry Hudson street Zdrass taf appta'cent 1 acerrt: 550 Sailey,Avenue, Suite 4010 of applicant 1 aigent." _�... Fart Worth,Texas'76111017 _ .. __..N m �.... _...e... .. .w Telephone number of applicant/argent; Fax number of applreanVargent 8117-335-1121 N/A Email address of appf'eaniV agent Mobile,phone number of a apptrcanflagent 517-995-9�733 MATION Street raddress of subject property 14391 E. Dallas Road ----- - n of s _..- ------- edptraau,bje,ct property(metes 6 bounds must be described an 8 112w x t(,sheer) Addition ipm .��...��� ..ww..� ........_._.. '��.�. ...._ .. �ee.ee _ fVNa��rre Esther Adldut . ....... ._.Y.�...� _w..w.._..� Size of subject pra poly C 925 Acres _ 3"7„369 S �ar[3, crdfn . Present zoning ofasaifcaitt ad use of theproperty,, Lrgih t Imdustrta Coinistruccn Trade Offic es .�. ...., ...._...... ....n�.�. � ....... ..�.�.. Prc-te yes or no,it applies to this appllcattran Outdoor speakers S No d aaarrarurra I maximum district size for conditional use request. m ....... _..:... _.�_e�.�....... .......�.. _..... 201,000 square feet minimum lot size in, Ll Light industriall . � _.. nee ,'' c¢rr7ctPfrcanaf... .: _ 2laraln�tarr:itna prea+isl©n rayrt trP a tree Section 31I. .4. Outside storage in conjunicti rn with permitted use; 112. Construction trade offices with staragle yards. PART 3,PROPERTY OWNER INFORMATION Name of current properfyrowner. HAW. Development, LLC street address efprtaperty-owner., Y irityl State IZip Code ol'propatly owner- Roanoke, Texas 7622 f property owner. pax nunata ..._ _ ... m..-, .._ ... N. .. __. pWncanranumberasp p Yerofprop�ertyownar: 940-295-443$' N/A 0 Submit a letter describing the proposedconditional use and note the request on the site plan docvriwol La In the same letter, describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional Use by applicable district regulations(example:buffer yards,distance between users) 41 in the same letter, describe whether the proposed conditional use will, or will not cause substantial harm to the value, use, or enjoyment of other property in the neighborhood, Also, describe how the,proposed conditional use wih add to the valve, use or enjoyment of other property in the neighborhood. M! ApplicAtion of site pian approval(Section 47,see attached Form`S'). * The site 0an submission shall meet the regaineinerts of Section,4 7. Site Plan Requirements. * All conditional use and conditional use applications are assumed to hie complete when filed and will be placed an the agenda forpub)ic hearing at the discretion i of the staff Based on the,size of the agenida,your application may be scheduled to a later date. Ii * Ali public hearings wdl be opened andifeshmany given by applicants and interested citizenry- public hearings may be contin Lied to the next public hearing. Public hearings Wil not be tabled, * Any changes to a site plan(no matter how minor or major)approved with as conditional use or conditional use permit ran only be approved' by city council through the public hearing process. Q) I have,read and understand afl the roquirements as set forth by the application for conditional use or conditional use permit and — acknowig-22e that aIt requirenivnits of this Mplibation have been moo at the time of subinitial. PART 4.,SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDI IONAL USE REQUEST SIGN ONTHE SUBJECT PROPERTY Barry Hudson, Print Applicant's Name: Applicant's Sirunaawta The State of—TZ-1—R-2�— County D r ,i. Before Me Q. Qjy)Ck 0 W-K,—L,ii ✓ on this day personafly appeared. So(\ I Oolary) �jj '(applicant) known to area (or proved to,me an the oath of card or other document) to be the person whose name is subscribed to the foregoing instmirncril and acknowtaidged to me that he executed the same for the purposes andcorrsideration therein expressed.. (Sea))Given under my hand and seal rat office this day Of A..... A,D. H.A.. . DevelopmOMiRe McnAt,I DL10 yUomALL#C1A1 2Z5 A8 M6A2 R9 4R I9 P A We to"Andror of Of ToyeoRNo , ri Expires N 1 W172 ..............................................---- .......... Prinit Property Owners Name., Proi wner's Signature: The State,0ii7—In y County GalZ C 0 V1 Before Me -.Vle . 1,,) 1 �Y —On this d0yPef$0na i ily ap _ (AX1 (i (property ownco known,to me (or proved to me on,the,oath of cardioi other document) to,be the person whose nacre is subscribed to the foragoing instrument and acknowledged to mie that he executed the same lbr the purposes and'consideration therein expressed Sea/) iven under my hand';and seal of office this. i day of-1 ,�, A,0, 2 eX33 MEG�IAM 1�1 BECKERi TeX31 fsjotary Public, State of Texas e .......... Cw,rni Expkes 101-04-21024 "'y J.i- Nowy ID 130 RAPE "v I NE, CITY 'OF GRAPEVINE VT SITE PLAIN APPLICATION F o m "B" PART 1.APPLICANT T INFORMATION Name of applicant J argent r"cwnpanyA.onlact Barry Hudson sn` at� �ss of a la"�ant l m_... ... .,. mm.�M, ... ..ro.��m.. --.. .... ....�....�...�........ ..... .......... .......�, pp''av agent: „. .. 550,Bailey Av�enue�, Suite 4�00 ..,1 State l d ip Code of applicant l agent.,,,,,, ,�_ _ . Y n .. _.. _. 't�' Fort Worth,Texas 761017 aiephrrne a . .......... .... ....,.. ....u �nrara<rt+err�fapplrcant/ageur��t: .� Fax nanmb�eraf applicant/agent 5117-35-1121 NIA rnal address of applfcanrla ent f4tnNW phrase number of appficantlagent 8117..300-7240 Appfr"aanf"s interest in subject property: Giivdil engineering consultant for develloler PART 2. PIR01P R"tY INFORMATION Street address of subject property 11039 E. Dialllas Road _l egel deseri rldan ref sr�6yarl prsape y nnetes bounds must... n ... ..-.. .. m .._. ........ . ��...�.__. � �� _ .. .� bedaclhed ran 8t/ °°x 11°°sheet f.cat 1 Block 1 Addition Moore Esther AdOlion Sii rafsxrlrjectprcrperty 925 Acres 8 S Caere f�aaala a _.._. ..-._... .._.._.__------_ ._.. ... .. .. .m.. ,,. .mm e of the praapertyr ctiorn Trade Offices . presr of ghat lr�drtstn ll (LIB onst m ... _. ._------------------ dive a general description of the praaprased use or uses for the prraprased'de velrapr nt: Construction offices and storage for H3 Construction rrrarrsrevu re+rrfrirr a cra�rrdatrnnal rr .................. „w� ... . �.... .�. raratra orafrrnarrr es p 9 use, 201,000 square feet rninilnunt lot size in t.l Light Industrial Name of carrant praaper y owner. H.A.W''. Development, LLC Street add—ms"s ofp rolr- e —ne—r:, —--- .---- _ rt Y cr wwne 9V _....... . City,I State/Epp Garfe of property owner Roanoke,Texas 76262, _.._...... -_-_...............—.............. ...................................... ...........�- ... __...—_ - ...�m.� _..�.......... ......... �"elephana n�rntrer�rf prapart�r owner: Fax rwarrrrtaer ref po�rperfyr aauwnar: 940-295-4488 N/A 0 AftaCh a final plot,or repfat,of the approved subdivision by city council showing property boundary lines.,drrnerisions:, ease Monts, ,roadways,rail lines,and public fights-of way crossing and adjacent to the tract(I blue fine,copy)' 1 It a master development plan is required, attach a statement showering the proposed use substantiahy r:onlaurrns to the master development plan. • Submit a site plan showing all information required by Section 47. .,Site Plan review requirernents(sere atlached'requirements). B Provide all required intbrmation demonstrating compliance with all conditions iirrposed on:any conditional use,,site plan zoning,or conditional use;coning.. Aft site plans must conform to the approved concept plan. Any changes to a siteplan, approved with a condrborial use ora:conditional use,can and be a. roved b r,ilL cauncll throy h the public hearin recess. PACT 4, SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAIN Nicholas,J'. Powell Print Applicant's Name: Applicant's Signature: The State Of T county,Cif fl J+ Before hA® i, " _... ore this days personally appeared I _� _.'— ._.. .. ......... (notary) (applicant) known to me (or proved to me an the oath of card or other document) to be the,person whose name is subscrYbed to the,foregoing instrument and acknowledged to me that he executed the sarrre for the purposes and consideration therein expressed. (Seal)Given under my hand'and sea/eltrpflce this�. ......day of� A.D. NORMAtpALtA2AMARRtpA : Notary Its ll12586 91'S hind ter find For atal f xa My CQmmiss[On Expires n October 3"U22 k Development, LLC ra _..... ...._._.. - $ �gt In prtpey ?wr Mare: rparty or" are —... i The State C.Jt" Before Me unto y era art owvn j.��" err this clay persrarpalt appeared (notary) (p y er) known to me (or,proved to me on.the oath of card or other document) to be the person whose mama is subscribed to the foregaing instrument and acknowdedged''to me that he executed the same for the purposes and consideration therein expressed, (Seel)Ghmn under my hand and seal of office this day of �w .�"I 1� ..—. , A.D. � �arrrras H 4l 9 'C ""j �9olaty isuta4iiWp*�1a1e o1 'texas r ` C011)11 Ewtincos 1tt-odl-2024 Notary A d For Sts Ctf Texas ACKNOWLEDGEMENT All' Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda,your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how minor or major) approved with a conditional' use or a special use permit can only be approved by city council through the public hearing process. Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of your months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. If after said' period of'four months an application has not been scheduled before the Commission and Council said application shaft be considered withdrawn, with forfeiture of all Filing fees., The application, along with the required filing fee may be resubmitted any time thereafter for reconsideration. Delays in scheduling applications before the Plannihg and Zoning Commission and City Council'created'by city staff shall not be considered a part of the four month period. I have read and understand all of the requirements as set forth by the application for conditional use or special use permit and acknowledge that all requirements of this applica tioln have,been met at the time of submittal. "W Signature of Applicant,_ Date: June 6, 2022 \, 'N Signature of Owner Date: June 6,, 202,2_ ILLUMINARON PLAN Are illumination Plea to include a site photometric (including illuminated sigmas) and all fixture details shall be submitted as part of the site plan reviewer process. Applications ns wrriii not be accepted without this requirement. i hereby acknowledge that are illumination pecan has been included as a part of this submittal. Applicant Signature, Date. J�+une�6, '0122 Property Owner Signatu � Date: Jane 6,,2012 PLATTING VERIFICATION This verification: staternent roust be signed prior To the submittal of this conditional! use application It has been: determined that the property described: below does require platting or repl'atting and this: applicant has been instructed on this procel ' It has been determined' that the property described below is current:. platted or does not, require platting or replatting at this time,. � Address of subject property tog E. Dallas Road Legal d,escflpticni of subject propler Moore Esther Addition: Bled G, Lot I lo Z. Public Wo' rks Department date This harm miust be sigin,ed' by the public works department and submitted Wong with a completed application to the planning services department JI.fl,,l 0 3 202 s sum . ......... w PROPERTY DESCRIPTION (Taken from Recorded Plat, dated July 1983) The following described tract or parcel of land situated in the Esther Moore Survey,A-1029,Tarrant County,Texas and being a tract recorded on Page 58 of Volume 4128 and a tract recorded on Page 558 of Volume 4152 in the Tarrant County Deed Records and another tract conveyed to Michael G.Albano, et ux, on May 27, 1952 and being more particularly described as follows; BEGINNING at an iron rod in the North line of East Dallas Road and being the Southeast corner of Lot 60, SUNSHINE HARBOR ADDITION,to the City of Grapevine,Tarranty County,Texas as recorded on Page 34 of Volume 388-23 in the Tarrant County Deed Records; THENCE N 1° 37' E along the East line of said SUNSHINE HARBOR ADDITION a distance of 174.53 feet to a fence post; THENCE S 89'47' 35" E along a fence a distance of 216.0 feet to an old iron rod; THENCE S 1° 37' 25"W a distance of 173.75 feet to an old iron rod; THENCE West along the North line of said East Dallas Road a distance of 216.0 feet to the place of beginning, containing 37,601 square feet or 0.863 acres of land. ORDINANCE NO. 2022-047 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT CU22-30 TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO ALLOW A CONSTRUCTION TRADE OFFICE IN A DISTRICT ZONED "LI" LIGHT INDUSTRIAL DISTRICT FOR BLOCK 1, LOT 1, ESTHER MOORE ADDITION (1039 EAST DALLAS ROAD) ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning and Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air, the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Ordinance No. 2022-047 2 Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix"D"of the City Code, by granting Conditional Use Permit CU22-30 to amend the previously approved site plan to allow a construction trade office with storage yard in a district zoned "LI", Light Industrial District within the following described property: Block 1, Lot 1, Esther Moore Addition (1039 East Dallas Road) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit"A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. That the City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. That any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum Ordinance No. 2022-047 3 not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 19th day of July, 2022. APPROVED: William D. Tate Mayor ATTEST: Tara Brooks City Secretary APPROVED AS TO FORM: Matthew C.G. Boyle City Attorney Ordinance No. 2022-047 4 i l THE CITY OF GRAPEVINE TEXAS Plans for the Construction0f SITE IMPROVEMENTS To Serve H3 CONSTRUCTION SHEET INDEX SHEET NO. DESCRIPTION COVER SHEET a C1.0 GENERAL NOTES C2.0 DEMOLITION PLAN North C3.0 SITE PLAN C4.0 GRADING PLAN ' + C4.1 PRE-DRAINAGE AREA MAP A A/A 1 C 6 ', , -" �� C4.2 POST-DRAINAGE AREA MAP VV I V G fA ��. ,T� n �'`' � is CS.0 PAVING PLAN H3CONSTRUCTION '' C6.0 UTILITY PLAN 13805 HARMON ROADx` iio ixeelPaFSEnvnnoNcuN Ll.l TREE REPLACEMENT PLAN FORT WORTH,TX 76177 v Lz.o LANDSCAPING PLAN CONTACT:CESAR ORTIZ '-.,« - - '"" "' L2.1 LANDSCAPING NOTESffi DETAILS Cesar@h3construction.com L3.0 IRRIGATION PLAN AT RRIGATIONNOTES&DETAILS L3.2 IRRIGATION DETAILS 18 B/W NEW BUILDING ELEVATIONS 19 COLOR NEW BUILDING ELEVATIONS ENGINEER: :�� s .''a.+, �. `}. 2D BMW EXISTING BUILDING ELEVATIONS 21 COLOR EXISTING BUILDING ELEVATIONS DUNAWAY ASSOCIATES L.P. E1.1 OVERALL SITE PLAN PHOTOMETRIC 550 BAILEY AVENUE STE.400 u ( n FORT WORTH,TEXAS 76107 " PHONE:(817)335-1121 V ,R CONTACT:NICHOLAS POWELL,P.E. 1 JULEMAIL:NPOWELL@dunaway.com T " JU rr s5 . VICINITY MAP NOT TO SCALE S CASE NAME: H3 HEADQUARTERS CASE NUMBER: CU22-30 R$(s LOCATION: R�� O 117CHOLAS J P6WELL•j MAYOR SECRETARY %'••;""'•••«••••'••«f•••� DATE: a PLANNING AN D ND ZONING COMMISSION �..__� Y �oa/z°'z A DUN AWAY CHAIRMAN 550 Bailey Avenue•Suite 400•Fort Worth,Texas 76107 DATE: Tel:817.335.1121 (TX REG.F-1114) SHEET:i OF:?2 COVER SHEET Mr APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS WITH ANY CODES OR ORDINANCES. LOTI,HLOCK I,ESTHER MOORE ADDRION Clty of GnP.wo .t County,I— DA JOB N0. B008310.002 PLANNING SERVICES DEPARTMENT D2Za U Ed g Date of Pmpamdon:Lune 6th,WU DULY 2022 e sR CONDITIONAL USE REQUEST CU22-30 IS A REOUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR e- a� $q� STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR i CENDMI Egg EROSION CONTROL NOTES UTILITY N07M 27 CONTRACTOR SHALL FOLLOW BUILDING INSPECTION RULES REGARDING THE 1. DIMENSIONS AND COORDINATES PROVIDED INDICATE THE DESIGN INTENT OF t EROSION CONTROL MEASURES SHALL FOLLOW THE STORM WA71P I. THE CONTRACTOR 94ALL INSTALL WATER AND SEWER LINES SO AS TO MATERIALS AND INSTALLATION OF THE PRIVATE WATER AND SANITARY EXISTING SYMBOLS THE ENGINEER. THE CONTRACTOR SHAD-NOTIFY THE ENGINEER OF ANY POLLUTION PREVENTION PLAN(SWPPP). ANY CHANGES TO THE SWPPP AVOID CONFLICTS W9TH 07HER UnUnES. WATER AND SANITARY SEWER SELLER UNES i INCONSISTENCIES OR DISCREPANCIES FOUND DURING CONSTRUCTION. THE SHALL SUPERSEDE THE EROSION CONTRO PUN THE SNPPP/S TO BE THAT ARE PUBLIC OR CROSS PUBLIC WATER/SANITARY SEWER SHALL 28 SANITARY SEWER PIPE MATERIALS TO BE USED CW THIS PROJECT UNLESS i'.: AIR CONDITIONER LIGHT POLE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES DURING KEPT ON-SITE AT ALL TIMES W17H THESE CWSTRUCTIW DOPIMENTS AS MAINTAIN SEPARATIONS PER TEXAS COMMISSION ON ENVIRONMENTAL NOTED OTHERWISE ARE SDR-35 PVC. USE SDR-26 WHERE DEPTHS G BENCHMARK MAILBOX CONSTRUCTION LAYOUT PRIOR 7O THE COMMENCEMENT O"CONSTRUCTION NECESSARY FOR COMPLIANCE N1TH 7NE TEXAS POLLUTANT DISCHARGE QUALITY(ICED)OR CITY REGUUTONS(NtfICNEVII7/S MORE SIR/NGEN7). EXCEED 71'OR IMIERE SfN£R PIPE/S Lf55 THAN IO'HORIZONTALLY � - 2 THE CONTRACTOR I$ RESPONSIBLE FOR OBTAINING ALL NECESSARY EUMINA77ON SYSTEM(IDES)GENERAL PERMIT. PRIVATE WATER AND SANITARY SEWER LINES MUST FOLLOW FROM WATER PIPE ALL SANITARY SEWER PIPE AND FITTINGS 94ALL BOLLARD MONITOR WELL M PERMITS AND APPROVALS PRIOR TO AND THROUGHOUT CONSTRUCTION 2 CONTRACTOR SHALL BE RESPONSIBLE FOR 06TNNING ALL NECESSARY W72WNA77ONAL PLUMBING CODE AND/OW AH✓ (WHICHEVER /5 MORE CONFORM TO ASTM D3034. REFER TD CITY SPECIFICATIONS FOR UTILITY J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION PHASE PERMITS AND APPROVALS AND MAINTAINING COMPLIANCE WITH THE STRINGENT) CROSSING REQUIREMENTS CABLE BOX SANITARY SEWER MANHOLE 0 SURVEYING INCLUDING LOCATING AND VERIFYING PROJECT BENCHMARKS GENERAL PERMIT. 29. TRENCH BACKFlLL COMPACTION SHALL BE TESTED AT THE RATE OF ONE _ CABLE PEDESTAL _ __- SIGN 2 THE CONTRACTOR SHALL INSTALL ALL GRAVITY ONES(SAW/TARP$EWER. (i)TEST PER!00 LINEAR fE£T PER/2 INCH LIFT(LOOSE). TESTS SHALL w 4. /T /S THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND 3. PRIOR TO COMMENCING ANY CONSTRUCTION,A STAB/UZED CONSTRUCTION STORM SEWER AND FRENCH DRAINS) BED UnON R£INSTAL OF WATER CABLE VAULT SIGNAL BOX C i ACCURATE CONSTRUCTION RECORDS THE CONTRACTOR SHALL PROVIDE ENTRANCE AND NECESSARY PERIMETER CONTROLS SHALL BE INSTALLED. UNES AND APPURTENANCES BE STAGGERED so THAT 7ESfi OF ADJACENT UFfi ARE NOT DIRECTLY --- - OVER TEST LocAnDN OF PR£YIQUS LIFT. CLEAN OUT TO SIGNAL LIGHT CLEAN AND ACCURATE FULL-SIZE RECORD DRAINNGS WHICH CLEARLY 4. IT 1 STABILIZED CW57RUCTIW ENTRANCE HAS BEEN SHOWN LANCLAREY. J iF GROUNDWATER/5 ENCWNTERID WHEN LAYING UTILITY UN£S 3/4" DESCRIBE ANY DENA11ON5 FROM THE PUNS IT l5 THE CfTNERN CONTRACTORS RESPONSIBILITY(W COMPLIANCE Win/ WASHED ROCK MUST BE PLACED 6•BELOW AND 6"ABOVE THE U77L/tt 30. MINIMUM DISTANCE BETWEEN MANHOLES EXCEEDS 100 FEET.A DOWNSPOUT v-_. SOLAR PANEL I 5 ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING. ALL MUNICIPAL REGULATIONS) TO DETERMINE THE LOCADON(5) OF LINE ,BE REAH Cy-TNO(2J TESTS PEF LIFT,q5 OUTLINED/N NOTE/Q9.SHALL ELECTRIC BOX SPRINKLER HEAD IN ORDER OF PRECEDENCE (1)DETAILS SHOWN/N THESE PLANS AND PROJECT INGRESS/EGRESS POINTS HOWEVER ALL ENTRANCE'S AT ALL BE RRACTOR SPECFICAYYONS (2) C/TY STANDARD DETAILS AND SPECIFICATIONS (J) TIMES SHALL BE PREPARED /N ACCORDANCE IWTH THE STAB/LAZED 4 CONTRACTOR TO COORDINATE FLICT LANDNST TO TOM O'UnUEES E 57/CI A 31. CONTRACTOR SHALL BE RE5PON9BL£ FOR ALL PERMITS AND FEES ELECTRIC MANHOLE STORM GRAIN MANHOLE MANNER AS TO AVOID CONFLICTS AND 1D ASSURE PROPER DEPTHS ARE INCURRED/N THE INSTALLATION OF UTILITIES STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"NORTH CONSTRUCTION ENTRANCE DETAILS(SEE EROSION CONTROL DETAILS)AND ACHIEVED. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE ELECTRIC METER TELEPHONE BOX CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCMOG). (4) TEXAS CON77NUO/SLY MAINTAINED UNTIL FINAL PAYING/5 ESTABLISHED APPLICABLE CITYS PUBLIC WORKS DEPARTMENT, BUILDING INSPECTIONS 32. CONTRACTOR SHALL BE RESPONSIBLE FOR 06TNNING COMPACTION TO 95X STANDARD PROCTOR /N AREAS EXCAVATED AT THE BUILDING ELECTRIC PEDESTAL TELEPHONE MANHOLE DEPARTMENT OF IANSPORTATIW - "STANDARD SPECIFICATIONS FOR 5 THE CWIAC7OR IS RESPONSIBLE FOR INSTALLATION, ROUTINE AND STALL COORDINATE WITH CITY PRIOR TO COINECRNG TO EN/SRNG F007WGS FOR U77UTY SERVICE ENTRIES - CONSTRUCTION QU H16 HWAY,STREETS AND BRIDGES." INSPECTION AND/OR MAINTENANCE OF EROSON CONTROL DEVICES PUBUC UDUnES ELECTRIC TRANSFORMER TELEPHONE PEDESTAL a 6. IN ANUS WITCH ARE TO REMAIN UNDISTURBED, THE CONTRACTOR SHALL 6. THE EROSION CONTROL DEVICES SHALL REMAIN /N PUCE UN RL 5 THE CONTRACTOR STALL COORDINATE INSPECTION AND TESTING LW ALL 3J. CONTRACTOR SHALL VERIFY ALL THE COORDINATES FOR ACCURACY AND ELECTRIC VAULT TELEPHONE VAULT PRESERVE. PROTECT AND/OR RESTORE ALL AREAS DISTURBED BY THE ACCEPTABLE VEGETATION COVERAGE HAS BEEN ACHIEVED/N ACCORDANCE UTILITIES MIN THE APPROPRIATE AUIHCO77L PR/� TO BEGNN/NG HORIZONCONFIRM THE LAND VOS CA ALL UTILITIES R BE CONSTRUCTED, BTHE07H -- - W9TH THE GENERAL PERMIT. CONSTRUCTION. HORIZONTALLY AND VERTICALLY. ANY DISCREPANCIES FOUND BY THE FIBER OPTIC MANHOLE TREE CWSIUCnON 7D OR/OWN COVOnOIJ O7 BETTER AT THE EXPENSE CONTRACTOR SHALL BE REPORTED TO THE ENGINEER FOR RECONaUA n51 THE CONTRACTOR. 7. ANY ADDITIONAL EROSION CONTROL MEASURES REQUIRED TO COMPLY WT7H 6. ALL FIRE PR07ECI7ON MONK MUST BE PERMITTED AND APPROVED BY THE FIBER OPTIC VAULT A UNDERGROUND LINE # 7 THE ENGINEER 15 NOT RESPONSIBLE FOR CONSTRUCTION SAFETY THE SWPPP OR ICED STDRMWAM?POLLUTION REGULATIONS SHALL BE APPLICABLE CIT'S FIRE DEPARTMENT 34 CONTRACTOR SHALL USE OSHA APPROVED CONFINED SPACE ENTRY _ IMPLEMENTED BY THE CONTRACTOR,AT HIS EXPENSE. PROCEDURES WHEN ENTERING SANITARY SEWER MANHOLES. THE SAFETY FIRE HYDRANT UNDERGROUND VAULT 8 THE LOCATION AND DIMENSIONS SHOWN ON THE PUNS RELATIVE TO 7 CONTRACTOR /S RESPONSIBLE FOR ADJ USTING ALL VALVEBOXES. S EQUIPMENT SHA LL BE FURNISHED BY THE CONTRACTOR AND SHALL BE _ f EXISTING UTILITIES ARE BASED ON THE BEST RECORDS AND/OR FIELD B DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE HYDRANTS SEWER CLEAN OUTS AND MANHOLE RIMS 70 FINAL GRADE OSHA CERTIFIED. PERSONS WORK/TUG/N THESE AREAS SHALL BE IAINID ^ FLAG POLE UNKNOWN MANHOLE 6 INFORMARON AVAILABLE IT IS THE SOLE RESPONSIBILITY OF THE CEASED FOR AT LEAST FOURTEEN DAYS SHALL BE TEMPORARILY SEEDED B. CONTRACTOR TO COORDINATE FINAL LOCA770V OF ELECTRIC, TELEPHONE IN THE PROPER USE OF THE SAFETY EQUIPMENT. GAS MANHOLE UNKNOWN PEDESTAL CONTRACTOR TO VERIFY THE ACCURACY OF SUCH WFORMATON. ALL AND WATERED DISTURBED AREAS OF THE S17E WHERE CONSTRUCTION AND CAS SERVICE WITH EACH RESPECTIVE U77UTY COMPANY.AND SHALL PAYING NOTES DAMAGE TO U77U77CS RESULTING FROM CONTRACTORS OPERATIONS SHALL ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE PERMANENTLY INCLUDE ALL ASSOCIATED COSTS IN B/O. _ GAS METER .__ UTILITY MARKER SEEDED/SODDED WITHIN SEVEN DAYS/N ACCORDANCE INTH THE PUNS I. THE CONTRACTOR SHALL PROVIDE A FULL DEPTH T AND C AND SMOOTH BE RESTORED AT EXPENSE OF THE CONTRACTOR. 9. CO/TRAC704 /S RESPONS/BCE FOR THE REMOVAL OR RQOCAnOV O TRANSnON AT CONNECTIONS TO EXISTING PAVELENT AND CURB. GAS PUMP ACCESS LID UTILITY POLE 9. THE CONTRACTOR SHALL PROJECT ALL PROPERTY CORNER MARKERS AND 9 THE SPECIFIC PLANT MATERIALS PROPOSED TO PROTECT FILL AND ON-97F POWER POLES AS REWIRED TO COMPLETE THE WORK 2. THE CONTRACTOR SHALL BACKFlLL ALL CURBS W1TH/N 4B TO 72 HOURS GAS PEDESTAL WATER MANHOLE IF DISTURBED. THEY SHALL BE RESET AT THE EXPENSE OF THE EXCAVATED SLOPES SHALL BE AS INDICATED ON THE LANDSCAPE PLANS Of PLACEMENT 1 2 PUNT MATERIALS MUST BE SUITABLE FOR USE UNDER LOCAL CLIMATE TO. PRIOR R7 COMMENCING CONSTRUCTION, COTRAC7OR SHALL REFERENCE GAS TEST SIGN WATER METER CONTRACTOR MEP PUNS FOR ACTUAL BUILDING SERVICE STUB-OUT LOCATIONS - AND SOIL MATERIALS US IN GENERAL NYSE LAND LNG CA SAD/TUG 3 ALL SIDEWALKS ACCESSIBLE PATHS, AND PARKING STALL CCWFOPA/ TO 10. IN THE EVENT THAT 07HER CONTRACTORS ARE DOING WORK IN THE SAME BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS(MAY i- It. IN THE EVENT THAT EXISTING UTUTIES SUCH AS WATER,GAS TELEPHONE THE A.D.A. SPECIFICATIONS AS STA70 /N THE TEXAS ACCESSBIUTY GAS VALVE _ WATER VALVE 4 AREA SIMULTANEOUSLY WITH THIS PROJECT THE CONTRACTOR SHALL AUGUST 30). HINTER RYE 57 FESCUE GRASS MAY BE PUNTED DURING ELECTRIC, ETC, MUST BE TAKEN OUT OF SERVICE TO EApUTAiE STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING - COORDINATE HIS PROPOSED CONSTRUCTION WITH THAT OF THE OTHER GRATE INLET __ _ WATER VAULT CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY UTIUTIES COMPLIANCE BEFORE CONSTRUCTION CONTRACTORS TIMES OTHER MAN THE SUAlMER MONTHS AS A TEMPORARY MEASURE 3 UN77L SUCH 77ME AS THE PERMANENT PLANING CAN BE MADE iD THE SATISFACTION OF THE DINNER. 4. UNLESS SPECIFIED 07HERNHSE BY LOCAL FIRE CODE, FIRE APPARATUS GUY WATER WELL _ 11. ALL MATERIALS T7 BE REMOVED FROM THE 97E INCLUDING UNSUITABLE ACCESS ROADS RR S ry a 70. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING SEEDED/SCIDDED l2 THE CONTRACTOR SHALL USE EXTREME CAUTIQV WHEN WORKING /N (PRE LINES)SHALL BE NARKED BY PAINTED UNES IRRIGATION CONTROL VALVE YARD LIGHT - SPOL MATERNAL, REFUSE AND OTHER DEBRIS SHALL BECOME THE AREAS ADJACENT TO GAS LINES UNDERGROUND ELECTRIC CABLE, FIBER RED TRAFFIC PAINT SIX INCHES(B)IN WIDTH TO SHOW THE BOUNDARIES $ai" PROPERTY F ME CONTRACTOR AND SHALL BE LAWFULLY REMOVED& AREAS AS NECESSARY UNTIL 101 V£GETATW /5 ESTABLISHED /N •ALLOBJECT SYMBOLS MAY NOTBE ON THIS SITE DISPOSED�OUTSIDE THE LIMITS OF 7Nf PROJECT ACCORDANCE WITH THE PUNS OPTIC CABLE AND UNDERGROUND 1ELEPHWE CABLE. OF THE LINE THE WOWS lV0 PARKING FIRE LANE' APPEAR IN - 12. THE CONTRACTOR SHALL MAKE A FINAL CLEAN-UP OF ALL PARTS OF 11. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EROSION CONTROLIJ. NHER£ EXISTING unun£s OR SERVICE LINES ARE CUT, BROKER OR FQ/H INCH(4) MH/1E LETTERS AT 25 FEET lN7ERVALS ON THE RED THE WORK AND PREPARE THE SITE IN AN ORDERLY MANNER OF MEASURES ONCE FINAL GROUND STABILIZAnS/IS ACHIEVED AND THE DAMAGED, THE CORRECTOR SHALL IMEDIATELY NOTIFY THE OWNER OF BORDER MARKINGS ALONG BOTH SIDES OF THE FIRE LANE. WHERE A APPEARANCE BEFORE ACCEPTANCE BY THE DEVELOPER OR HIS PROJECT IS COAPLElED. THE RESPECnW U77UTY. THE CONTRACTOR /S RESPONSIBLE FOR CURB IS AVAILABLE THE STRIPING SHALL BE ON THE VERTICAL FACE OF EXISTING LINETYPES REPLACING OR REPAIRING THE UTILITIES OR SERVICE LINES WITH THE THE CURB. REPRESEWTA nVE SAME TYPE O- ORIGINAL MATERIAL AND CONSTRUCTION. OR BETTER -. MISTING CURBLu IJ HAUL ROADS ACCESS ROUTES AND THE LOCATION O-ALL STAGING UNLESS OTHERISE SHOWN OR N07ED ON THE PUNS THE CONTRACTOR S THE CONTRACTOR SHALL NOT STAND,PARK,DRIVE SITE W O ANY WAY o DISTURB OR DAMAGE STEEL REINFORCING FOR SIT£ WORK. ALL - EXISTING EDGE OF ASPHALT m ANUS AND STORAGE AREAS SHALL BE SUBJECT 7D THE APPROVAL OF STALL ALSO NOTIFY THE ENGINEER OF ANY CONFLICTS IN GRADES AND REINFORCING SHALL BE INSTALLED WITH CHAIRS PER THE PUNS AND uqf O THE ENGINEER.CITY AND/OR OWNER. DEMOITON N0113 ALIGNMENT SPEpFlCATONS - - - MISTING FENCE 14. CMJ ENGINEERING HAS MADE AN INWSnGATION OF SUBSURFACE SOIL 1. THE CONTRACTOR l5 RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND 14 ALL WATER LINES 4" DIAMETER AND URGER SHALL BE PVC PIPE 6. "GRADE SHALL BE MAINTAINED TO WTH/N THE SPECIFIED __ ;gig -. EXISTING CABLE COND/TONS OF THE PROJECT 97E IN THEIR REPORT, PROJECT NUMBER DISPOSING OF EXISTING STRUCTURES UTILITIES PAVEMENT, TREES ETC., CONFORMING TO AWWA STANDARD C900 DR-18 MIN/MUM CUSS 150 PVC REQUIREMENTS OF MOISTURE AND DENSITY UNTIL PAYING /S PLACED. 2984-22-01. DATED ALIVE 2022. AND /S REFERENCED /N THE W7H(N CONSTRUCTION LIMITS AS SHOWN ON PUNS IN A LOCATION WITH NSF SEAL PRESSURE TESTED AND DISINFECTED IN ACCORDANCE PRIOR TOT PAVEMENT, THE CONTRACTOR SHALL RE-TEST THE -'-' .x._or.,.,. --- EXISTING COMMUNICATION CONSTRUCTION DOCUMENTS AS•G£OTECHN/CAL REPORT. APPROVED BY ALL GOVERNING AUTHORITIES AT CONTRACTORS EXPENSE. WITH THE NCTCOG STANDARD SPEanCATIONS SERVICE LINE AREAS SELECTED BY THE' CONSTRUCTION MATERIALS TESTING LAB -, --. MISTING WATER UNE J 15. IF LIVESTOCK ARE PRESENT DURING CONSTRUCTION, CONTRACTOR SHALL AREAS NHERE MATERNAL HAS BEEN REMOVED SHALL BE UNDERCUT TO CONNECTORS SHALL BE COMPRESSION-TYPE WITH STAINLESS STEEL TUBE PERSONNEL AT THE CONTRACTOR'S EXPENSE OR lF REQUESTED BY THE .J SUITABLE AMAMLIAL AND BROUGHT BACK UP TO GRADE WIN SUITABLE LINERS WATER PIPE MA 7EIALS TO BE USED ON THIS PROECT,UNLESS OWNER, ARCHITECT OR ENGINEER, AND IF THE SUBGRADE HAS BEEN -- t R'^, -- EXISTING IRRIGATION COORDINATE WITH Y DEVELOPER AND DINNER REPRESENTATIVES TO N07ED OTHERWISE ARE PVC CLASS 150.DR-Ia AWWA C900. PROVIDE TEMPORARY FENCING OUR/TUG CONSTRUCTION TO PROTECT COMPACTED FILL MATERIAL/N ACCORDANCE NiTN GE07ECHN/CAL R£PO?T. PULED AND ACCEPTED FOR LONGER TIHAN TEN (10) DAYS AND NO .,�,xP IXISIING SANRARY SEWER LIVESTOCK FROM INJURY. 2 THE CONTRACTOR/S RESPONSIBLE FOR OBTAINING ALL PERM175 REQUIRED 15 CORPORATION STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW PAVEMENT HAS BEEN CONSTRUCTED. 16. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PRESERVE AND FOR DEMOLITION AND DISPOSAL WHEN SYSTEM/S PRESSURE TESTED. 7 PAYING CONTRACTOR TO VERIFY AND COORDINATE THE INSTALLATION OF --- MISTING GAS UNE W PROTECT ANY EXl$nNG IRRIGATION SYSTEM. ALL IRRIGATION LINES SHALL J PRIOR TO DEYOJ77ON OCCURRING ALL EROSION CONTROL DEVICES ARE 16 WATER AND SANITARY SEWER LINES SHALL BE INSTALLED AS SHOWN ON ALL SLEEVES UNDER PAVEMENT FOR THE IRRIGATON SYSTEM,IRRIGATON ... --- MISTING FORCE MAIN BE ADJUSTED BY A LICENSED IRRIGATION CONTRACTOR AS REQUIRED TO TO BE INSTALLED. THE PUNS HOWEVER,FIELD ADJUSTMENTS APPROVED BY THE ENGNEEP CONTROL, EFCTR/CAL EXTERIOR 97E UGH77NG AND SIGNA/E ETC Z N LET ACCOMMODATE CONSTRUCTION ANY DAMAGE TO TIE/RRICAnON SYSTEM a .. - IXI5TING FIBER-0PTC CABLE 4 THE CONTRACTOR SHALL COORDINATE W7T7H RESPECTIVE UTILITY MAY BE MADE 7D LESSEN DAMAGE TO THE ROAD PAVEMENT OR WHEN PRIOR 1O THE PLACEMENT OF PAVING. '" W L u Q SHALL BE REPAIRED BY A LICENSED IRRIGATION CON7RACTOR. THE OTHER UTILITY LOCATIONS TREES. OR 57RUCIURES WARRANT SUCH AN 8 ALL EXPANSION J�N75 SHALL BE CONSTRUC7ED OFREDWOOD OR - ," - IRRYGA77ON SYSTEM SHALL BE TESTED BY THE CONTRACTOR AND SHALL COMPANIES PRIOR ib THE REMOVAL AND/OR RELOCATION OF UTILITIES. 07HER MISTING TELEPHONE UNE W FIBERBOARD Q BE FULLY OPERATIONAL PRIOR TO My FINAL HYDROUMCH/NG OR 5 CONTINUOUS ACCESS SHALL BE MAINTAINED FOR TIE SURROUNDING 17 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISINFECTION. -- EKISTINGOVERHEADELECTRIC K SODDING PROPERTIES AT ALL TIMES DURING DEMWnON OF THE EXISTING CHLORINATIW AND FLUSHING REQUIREMENTS THIS SHALL INCLUDE 9. REFERENCE SITE PUN f57 PAVING DIMENSIONS AND LAYOUT. _ MISTING UNDERGROUND =La AA 17 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 7O PROVIDE FACIUTIES. PROWDING TEMPORARY ISOLATION VALVES. PLUGS HMECTION PORTS 10. CONNECTION OF THE PROPOSED SIDEWALK TO EXIS71NG PAMNG SIDEWALK, ELECTRIC :5 _ �.( TRAFFIC CONTROL DURING CONSTRUCTION AS REQUIRED BY THE CITY AND 6. CONTRACTOR MAY LIMIT SANCUT AND PAVEMENT REMOVAL TO ONLY FLUSHING VALVES TOOLS AND EQUIPMENT NECESSARY TO COMPLETE THE BUILDING AND NHEELCHNR RAMPS STALL BE LONSDERED SUBSIDIARY TO _` -_ MISTING STORM DRAIN V Z Ja TASK THE CONTRACTOR SHALL CONTACT THE WATER UTILITY 48 HOURS THE COST O'THE CONSTRUCTION OF THE SIDEWALK.. STATE IN WHICH THE PROJECT/S LOCATED. WHOSE AREAS WHERE IT /5 REQUIRED AS SHOWN W THESE MISTING STORM DRAIN INLET CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY O'THE PR/LW TD FLUSHNG O-WATER LINES 11. ALL J aNTS ARE TO CONTINUE THROUGH THE CURB. Q W i8 CONTRACTOR STALL PREPARE FURNISH, ONST UC AND REMOVE ALL SURROUNDING PAVEMENT,ETC THE CONTRACTOR SHALL BE ANY E =a Q le. ALL WA TER LINE FlrnNGs AR£ To BE DUCTILE IRON M£CHAN/CALLr •ALL LINETVPFS MAY NOT BE ON THIS SITE `l TRAFFIC COJ7RO_DEVICES THROUGHOUT CWSTRUCTW. ALL DEVICES FOR/fi REMOVAL AND REPAIR. 12. RADIAL JOINTS SHALL BE NO SHORTER THAN f.5'. SHALL BE/N CONFORMANCE KITH THE TEXAS MUTOD,LATEST EDITION AS RESTRAINED FITTINGS lL! CURRENTLY AMENDED BY THE TEXAS DEPARTMENT OF TRANSPORTATION 7. ALL FENCES I REMOVED 70 PROPOSED LOCATION CONSTRUCTIONASDIEC BALL BE REPLACED 19. HORIZONTAL BLOCKING HAS BEEN OMITRD FOR CLARITY HOIYEVIIR, iJ CONTRACTOR SHALL AVOID CONSTRUCTING IRREGULAR SHAPED PANES AT THE EXISTING O7 PROPOSED LOCATION A$DIRECTED BY THE OWNERS BLOCKING SHALL BE CONSTRUCTED PER NORTH CENTRAL TEXAS COUNCIL AN IRREGULAR SHAPED PANE/S CONSIDEREDENTHE TO BE DIVE/N*ffCMOTH THE 19. CONTRACTOR/S RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL AND SUB TAPERS O A SHARP ANGLE WHEN TIIS LENGTH 70 WIDRI RATIO PROJECT REPRESENTATIVE O-GOVERNMENTS NC7COG)STANDARDS AND MUST BE IN ACCORDANCE EXCEEDS J TO 1, OR WHEN A SLAB 15 NETHER SQUARE NOR SEQUENCING PUN AND COORDINATING ROAD AND ORIIEWAY CLOSURES ( WIN THE OWNER AND AUT HM71ES HAVING JURISDICTION. IWTH APPLICABLE CITYS DETAILS CONCRETE BLOCKING SHALL BE RECTANGULAR. PLACED AT ALL VALVES BENDS TEES AND PLUGS DO NOT COVER BOLTS FITTINGS BELLS OR FLANGES MTH CONCRETE ANY EXISTING GRADING NO THRUST BLOCKS OR RESTRAINTS SHALL BE REMOVED BY THE UTILITY CONTRACTOR TO ALLOW HIS WORK TO PROCEED. THE REPLACEMENT, STORM DRAIN NO1E5: L THE AREA TO BE GRADED SHOULD BE STRIPPED OF VEGETATION,ROOTS WERE REQUIRED,SHALL BE AT THE CONTRACTORS EXPENSE. STUMPS DEBRIS AND OTHER ORGANIC MATERIALS f. ALL PIPE ENTERING STORM DRAIN STRUCTURES STALL BE GROUTED TO2. ALL DISTURBED AREAS NOT UNDER BUILDING PAD OR FUTURE PAVEMENT SITE AN NO S 20. TOP O-WATER UNES(DOMESTIC AND FIRE)SHALL BE INSTALLED NTT/A ASSURE WATERTIGHT CONNECTIONS. lot THE IT IS THE RESPWSIB/UTY OF THE CONTRACTOR TO LOCATE AND YfR/FY SHALL RECEIVE SIX(6)INCHES OF TOPSOIL REFERENCE LANDSCAPING MINIMUM COVER OF42/HONES UNLESS NO7ID OTHERWSE /N THE 2 CONTRACTOR/5 RESPONSIBLE FOR AOAUSTING ALL 570W STRUCTURES 6 THE BOUNDARY MONUMENTAnON AND THE PROJECT BENCHMARKS PRIOR Per FOR DE-T AILS AND SPECIFICATIONS EVENT THAT MINIMUM COVER CANNOT BE ACHIEVED, THE CONTRACTOR TD COMMENCING CCN57RUC77ON THE BOUNDARY MONUMDVTATIW SHALL SHALL NOTIFY THE ENGINEER IMMED/A7QY- (MANHOLES INLETS ETC) TO FINAL GRADE PRIOR TO. AND AFTER. i BE USED AS HORIZONTAL PROJECT CONTROL AND SMALL BE PROTECTED J CONSTRUC77ON SHALL BE BASED ON SPOT GRADES SHOWN ON THE PLACEMENT O-PAYING AND GRASS /V,,,, 27. IN THE EVENT OF A CONFLICT BE7MEETI WATER LINES AND STORM DRAIN NKHOIAS J•POW£LL«� BY ME CONTRACTOR DURING ALL PHASES OF CONSTRUCTION GRADE PLAN CONTOURS ARE A VISUAL REPRESENTATION OF FlN/SHED J ALL STORM SEDER MANHOLES COVERS/N PAVED AREAS SHALL BE FLUSH � p...«......««««.q.»�j GRADE ONLY AND ARE N07 INTENDED TO BE USED 7D SET GRADE. PIPING. THE CWiRACTOR SHALL ADJUST THE WATER UNE DONNWAROS/N CASE NAME: H3 HEADQUARTERS /•"•. WITH PAVEMENT AND SHALL HAW H-20 TRAFFIC RATED RING AND COVER CASE NUMBER CU22-30 70018E j 2 ALL DIMENSIONS AND COORDINATES ARE TO BACK OF ORB, EDGE Cy- SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS LIBELED STORM SEVER"OR AS REW/RED BY GOVERN/TUG AUTIORI7Y ' PAVEMENT. FACE O- BUILDING O2 PROPERTY LINE UNLESS NOTED 4. SLOPES ON SIE STALL NOT EXCEED A 4:1 SLOPE. UNLESS NOTED GIN p/CIE pEFL£C77ON AND JKXNT STRESS ARE NOT EXCEEDED. LOCATION: / OTHERWISE. ALL CURB RAG/ SHALL BE 1.5'MIN/MUM BACK O-CURB OTERIOSE STORM DRAIN MANHOLES IN UNPAVED AREAS SHALL BE SIX(6)INCHES SSH AL E 22 CONTRACTOR SHALL CONDUCT A PRESSURE TEST O.' ALL FIRE U t� UNLESS NOTED OTHERWISE 5. CONTRACTOR SHALL ENSURE POSInW DRAINAGE AWAY FROM BUILDING ABOVE FINISH GRADE. �11A\ PROTECTION LINES TO THE SATISFACTION OF THE APPLICABLE aT✓S FIRE MAYOR SECRETARY -' € 3 CONTRACTOR STALL REFER TOARCHl7ECTURAL AND STRUCTURAL PUNS 6. ANY COSTS ASSOCIATED WITH DEWA7ER/TUG THE SITE SHALL BE DONE AT MARSHAL 4. ALL STORM DRAIN PARE STALL BE RCP AS7N C-76.CU55/lL WALL TYPE 07_08_2022 y FOR EXACT LOCATION AND DIMENSIONS OF BUILDING ENTRANCE THE EXPENSE OF THE CONTRACTOR, B'UNLESS NO 07HHERMSf DATE: 3 FEATURES EXIT PORCHES, TRUCK DOCKS ENTRANCE LOCATIONS 23 ALL VALVES AT THE END OF A UNE SHALL BE PLUGGED AND BLOCKED. 5. ALL COORDINATES AND DIMENSIONS ARE TO THE CEN7ERL/Nf OF UTUtt DONNSPOU75 AND FOUNDATION DIMENSIONS 7. THE CONTRACTOR 15 RESPONSIBLE FOR MASS GRADING THE SITE WYMN+/-DID FEET OF THE FINISHED GRADE FOR THE PROPOSED BUILDING 24 FIRE HYDRANTS STALL BE LOCATED IN ACCORDANCE NTT/ CURRENTLY OR STRUCTUTRUCTURE. PLANNING AND ZONING COMMISSION 108 N0. PAD AND UNDER PROPOSED/P UTURE PAVEMENT. FIREHYDRANT PUBLISHED Ott ASSEMBLY STANDARDS 8330.002 25. FIRE HYDRANT ASSEMBLY BID REVS WILL INCLUDE THE FIRE HYDRANT, DRAWN BY: B. MEDIANS AND LANDSCAPE ISLANDS SHALL BE GRADED TO DRAIN OVER THE PIPE EXTENSION FROM THE TEE: AND ALL NECESSARY FITTINGS gyyg CURB TO PREVENT PONDING WATER,UNLESS NOTED OTHERWWSE INCLUDING THE 6• GATE VALVE AND BOX. ALL VALVES AND FIRE CHAIRMAN 9. THE CONTRACTOR SHALL MATCH EXISTING ELEVA77ONS AND CONSTRUCT HYDRANTS SHALL BE PER CITY SPECOCAnWS OFSIGNED RY. SMOOTH 7RANSI7YONS AT CONNECTIONS TO EXISTING PAVEMENT AND DATE: RWB 26. UPON COMPUTW OF SANITARY SEWER EWE CONSTRUCTION. THE CURB. CONTRACTOR SHALL HAWTHE LINES TESTED,INCLUDING MANDREL TEST, cHEClfEO BY. AIR TEST. AND A T.V. INSPECTION AT NO ADDITWAL COST TO THE SHEET: OF:22 Nip GENERAL NOTES F=9^, OWNER. NOT DATE: S: APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS 07-08-2022 WITH ANY CODES OR ORDINANCES. LOT L,BtOCK 1,ESHER MOORE ADDITION CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR glyMGrepevine,TarcantEnunty,T.- STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR BAN Ecres SHEET: PLANNING SERVICES DEPARTMENT Zone:U O Date of PneparEUon:June 6tM1,2022 C 1.0 � e WARNING TO CONTRACTOR CALL TEXAS 811 (LOCATING SERVICE)OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION AC770TY EXISTING UTILITY DATA IS PROVIDED FOR INFORMA7ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR lS CAUTIONED THAT DUNAWAY ASSOCIATES L.P. DOES N07 ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE 10 0 w 20 ACCURACY OF THIS DATA. —'niiii Unu TY NOTE GRAPHIC SCALE IN FEET THE U77LI77ES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR o SHALL VERIFY THE EXACT LOCATION OF ALL UPLIFlES E PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT U77LITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACT7077ES IN ORDER TO DETERMINE IF z THERE lS ANY CONFLICT WITH THE PROPOSED FACIL177ES. 2 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WTH EXIS77NG U77LI77ES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF 07HER U 77LI77ES MAY BE REQUIRED. jP TEXAS 811 (LOCATING SERVICE) 811 SPECTRUM COMMUNICA77ONS(TV CABLE) (888)438-2427 ! u AT&T (817)338-6202 VERIZON (800) 483-1000 A WOS ENERGY (800)817-8090 ONCOR ELECTRIC DELIVERY (888)313-6862 - DEMOLITION LEGEND # # #!# — - - x- - - _-- -.— EXISTING CURB TO BE REMOVED # # # X ---X �.X.--- EXISTING FENCE TO BE REMOVED tz- - EXGHNG WALLTOBEREMOVED i REMOVE EXIS77NG TREES // EXISTINGUITUTYTOBE ;�. (TYP) / NNOTED ON PLANSIOVED IAS -- - FULL-DEPTH SAWCUF Ek5gYkT "BUILDING " TO REMAIN THEE REMOVAL 0 -- TREE PROTECTION � >: } .- OBIECi REMOVAL o CONCRETE SIDEWALK REMOVAL CONCRETE PAVEMENT REMOVAL Q u N EMO DWE lS OLE a ld z — O N#aNA _ REMOVE EXIS77NG RETAINING WALL AND PA ONG L/'1 Q REMOVE EXIS77NG W Cc o ~W Q REMOVEBUILDINGS OVERHEAD ELECTRIC 0 Q w Ln REMOVE EXIS77NG— C g SIDEWALK I REMOVE EXIS77NG CI Z Ap SIDEWALK Q WLu _d Q W .�:.:,... . . .............. ...... Eze••w wxacresu..ur:::..::............. ��,w ........ ...,.. �.......... ti t SAWCUT AND REMOVE 1 .RUN'!RODS a'O'Et's CONCRETE DRIVEWAY IN THIS AREA 1 �u e01N- Fa a N T''- (REFERENCE S17E PLAN FOR LIMITS) T r wU r u€ h a :ono eR r Ra-»N MG,24 493 SC o EAST DALLA$ROAD i J24 aL OF L �� i tE OF N�-�' (VARIABLE WIDTH PUBLIC RIGHT OF WAY) L 4 A,ON.,e 6 i�P- •s�///� �NCHOlAS J.POVft CASE NAME: H3 HEADQUARTERS CASE NUMBER. CU22-30 �-'$ S(100184 _ LOCATION: IL MAYOR SECRETARY \\\� y DATE: 07-08-2022 3 PLANNING AND ZONING COMMISSION IOB NO. 8310.002 DRAWN BY: CHAIRMAN RWB DESIGNED BY: DATE: RWB CHECKED BY: NIP SHEET:3 OF: e 22 DEMOLITION PUN a R EDE DATE: APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3HEADgUARTERS 07-08-2022 CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR WITH ANY CODES OR ORDINANCES. LOT I,BLOCK1,ESTHU MOOREADDmoN Tg= City of Gnpev%!Tarav n!County,Teas STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR PLANNING SERVICES DEPARTMENT 0.� LIes SHEET: 3 0 2 ��� Date of Prepantbn:lune 6th,2022 C .O WARNING TO CONTRACTOR :. CALL TEXAS Bii (LOCATING SERVICE)OR OTHER UTILITY ATO �T7VlN EXIST7NGCA771VG SERVICES TA U77LITY OA IS48 HOURS PRO PROVIDED FOR CTION INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS IS T ACCURATELY POSSIBLE,CAU710NED THAT DUNA WAY ASSOCIATES L.PRDOES NOT z " North ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. I S17E PLAN NOTES.- UTILITY NOTE: 1. REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM VIEW. GRAPHIC SCALE IN FEET THE UTILITIES SHOWN ON THE PLANS WERE COMPILED 2. MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR COIVD1770NING UNITS, SHALL BE DESIGNED, INSTALLED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE GENERAL EXISTENCE AND LOCATION OF UAL/TIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO SCREENED FROM PUBLIC VIEW RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY �.; 3. THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR 4. ILLUM/NA TED S/GNAGE WAS INCLUDING THE DETERM/NA 77ON OF THE/LLUM/NA 77ON LEVELS SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES 5. PROPOSED GROUND S/GNAGE MEETS MINIMUM REQUIREMENTS OF SECTION 60 OF THE ZONING ORDINANCE AND PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ' , =`�'" HILL BE APPROVED THROUGH SEPARATE BUILDING PERMIT. CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF E PAttA3.R0AP �; �., w �� � � ,., .,�,,�, 6. ALL ONS/TE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. ANY CONSTRUCTION AC7/m71ES IN ORDER 70 DETERMINE IF o �. i :`` % 7. ALL REQU/REML7VFS OF THE C/TY OF GRAPEVINE SO/L EROS/ON CONTROL ORD/NANCE SHALL BE MET DURING THE THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES. A. PER/OD OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER j z =' IMMEDIATELY WHEN CONFLICTS WITH EXISTING U77LI77ES ARE s DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE CONSIDERA 77ON OF OTHER UTILITIES MAY BE REOUIREO TEXAS 811 (LOCATING SERVICE) 811 ' I LOT,,BLOCK t SPECTRUM COMMUNICA710NS(TV CABLE) (888)438-2427 —6202 ""IA` MILLER COMPANY ADDITION VERIZON (BOLD) 48�-1000 - v g, I CABINET A.SLIDE 12703 AIMOS ENERGY 800 817-8090 f INST/D208188055 P.R.T.C.T. ( ) ZONING ONCOR ELECTRIC DELIVERY (888)313-6862 ZONING I U _ _ _ _ _____________ SITE LEGEND VICINITY MAP R-'s '96 [ �P --- Nor TO SCALE - - a ! L__________PR SED 6' WOODEN SCREEN/NG FENCE N 7025449.18 - — __ N 7025448.51 _____________ PROPERTY BOUNDARY `�— --- ------ a a AIE EA-1­11ET E 2409486. ,D Sr89'9'17"anu .(PL. =2 6'0' p \ E R409701.82 ---------- Aao1NERs a Y°`-' S xvoc LL",cr. cur - BUILDING SETBACK r— --- 1O — — — --- YARD SETBACK 14 o a a a a s 4 EXIS77MG =__._ — EASEMENT 15 CPP ) EX TING ONE OR - .- I 4 WOODEN FENCE — FIRE LANE ZONING I I I ---- ---- PROPOSED CURB DING— R-7.S 0 PROPOSED WHEELSLOP SAO57 SF PROPOSED CON TE I PROPOSED H 30'REAR YARD ry 6' WOODEN PROPOSED RETAINING WALL �0� 5 I 0 614.72 15'—S"HEIGHT SETBACK PARKING. I SCREENING FENCE PAVED AREA � 3 9' T I LOADING AREA LOT 1,BLOCK I MOORE RKING aJ`' I h 1 ii j. PA COUNT G EST HER IG -ADDITION o \ y o 6' WOODEN `a I VOLUME PAGE 858166.,' 169 C EXISTING POWER POLE c SCREENING FENCE DRTCT 00 GATE ,� A. $ EXISTING SIGN ` m ZONING (Y~ 3 � �r—O Ov— PROPOSED FENCE > PROPOSED I ( "R N; U X X EXISTING FENCE ° ZONING SG n OSED OFFICE r LOT RBLOCK 1 EXISTING FIRE HYDRANT 7 O I I I 9 D MPS R WITH ®." 3A640 SF I ( MACS CORNER ADDITION I N j CABINET A.SLIDE 2236 .0 w INSTP D195068305 tq EXISTING WATER VALVE Z I EEN/N "WALLS . UPPER LEVEL g P.R.T.C.T. EXISTING SSWR MANHOLE 15"CID — — — — -- I - PROPOSED CONCRETE :h ZONING _ MEZZANINE �i EXISTING sroaM INLET a PARK/NC `� -A 1 820 SF 15'SIDE YARD 15'SIDE YARD �'- - A I SETBACK ILIi Il I ( � - I Plan / SmHeItme P:s Iaa.n�HtData Su 0 E35u rtam a-l1y Table- �R:eoq rosuDb�ed rPc®sa rovapserosysuoF/cdan. D N NW SETBACK 9' FF 615.10 I EXISTING 35'-6"HEIGHT CANOPYFUEL PROPOSED 2 S STRUCTURE 6' WOODEN L . ON ADJACENT LOT SCREENING FENCE , 30 r LtoL XRSp 36 485 SO FT, R3. NJ < O .....�,. Or I a ro:,I gym'K I re Ten, w sv s Q ..a 25'BUFFER I sD Max =I jj In ZONING YARD - B -R aL c t ss'r s*rvc g R-7.5 18"CPP ' i a m oR50' y o 1 N 7025279.81 N 7025279.72 I C+ W 2409697.57 -------"----_ 41.2' VE Q W6 I CLE 2409481.56 EXIS77NG CONCRETE DRIVEWAY neewennr uAm i =Q w a ° S 89'S8 32'W 216.02 r Rmr D DCA DN PPR FLAT-E xe,es.vAa sa Dx.T.cr. a ems_ ___�.______I_. M w _ — — — ___➢C-0ti_____________ — — — — — — — EX IXd"W Exi-W _______---____________ _. oF'BmrxmUtnnm,m'Im .n u/n EX N WATER ME EX-Io•ss _, EXIST) SSMH EXIS77NG CONCRETE SIDEWALK �,p a1 A MwNJA 95' TO DRIVEWAY 99.2' TO ADJACENT DRIVEWAY amDt.- _ ' EXIS77NG CONCRETE SIDEWALK EAST DALLAS ROADOF nrAMK*� I omR om,,.,r« va,aca sa use�es 'qr re (VARIABLE WIDTH PUBLIC RIGHT OF WAY) NOTE.-ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH r. NEW CONSTRUCTION SHALL BE �HicNOus�POZL� LOCATED UNDERGROUND. CASE NAME: H3 HEADQUARTERS CASE NUMBER: CU22-301o018a e'r LOCATION: t / AL F EXIS77NG FIRE HYDRANT MAYOR SECRETARY � DATE: 07-08-2022 PLANNING AND ZONING COMMISSION LOB N0. 8310.002 DRAWN RY CHAIRMAN RW8 DESIGNEO BY: DATE: RWB SHEET: 4 OF:22 CHECKED BY. NJ SITE PLAN APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS DATE. 07-08-2022 tAT 1.81017t 2,ESTHER MOORE ADDITION CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFlCALLY ALLOW OUTDOOR WITH ANY CODES OR ORDINANCES. Cyty of Grapevine,Tamnt County,Tens K STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR 0.838 acres SHEET: @= PLANNING SERVICES DEPARTMENT Date of Pmpara m:June 6th,2022 C3 O �g§ WARNING TO CONTRACTOR '' CALL TEXAS 817 (LOCATING SERVCE) OR OTHER UPL17-Y LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTI✓ITY EXISTING UTILITY DATA IS PROVIDED FOR NJFORMA 77ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED 7HAT DUNAWAY ASSOCIATES L.P. DOES NOT ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE ID 0 10 20 ACCURACY OF THIS DATA. --___' unurr NOTE. ; GRAPHIC SCALE IN FEET THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCA RON OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR o SHALL VERIFY THE EXACT LOCATION OF ALL U77LI77ES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT U77LITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTI✓/TIES IN ORDER TO DETERMINE IF z THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES g THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING UPU77ES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROWDED MA BE CONVENIENCE. CONSIDERATION OF OTHER ES TEXAS 811 (LOCH 77NG SERVICE) I 871 SPECTRUM COMMUNICA TINS(TV CABLE) (888)438-2427 (817)338-6202 VERIZON (800) 483-1000 ATMOS ENERGY (800)817-8090 I ONCOR ELEC7RIC DELIVERY (888)313-6862 a L— GRADING LEGEND # # # # - P ------------------------- - - L------------------------------------ N 7025449.18 ----------448.51 -----------. PROPERIYBOUNDARY E 2409486.28 1 oP.v >�D rY E ,.E„r -NEI n— 03, C r. N 2409701.82 # # # # # w�89 U,17"unu 2ASE.54•<PL T-2 0'PR _-E 2409701.82 ---------- AMOINERS _________ EXISTING MAIOR CONTOUR _ Z # # # # �— EXISTING MINOR CONTOUR 40" Q _ 600 PROPOSEDMAIORCONTOUR LOWER EXIS77NG EXISTING ONE STORY 6O2 PROPOSED MINOR CONTOUR WYE INLET / _ EXISTING STORM DRAIN FG=613.35 METAL BUILDING ./ FL 15"= 611.37 TP= 1 ! .. _ EXISTING CURB INLET 5,057 SF TP= 14 4 — PROPOSED STORM DRAIN FF 614.72 15'-8"HEIGHT _ = 14. PROPOSED CURB INLET -- -- � ! TP=614.7 ! ; = 14 PROPOSED AREA DRAIN 'Q 21 LOWER EX/ST7NG G / PROPOSED FLOW ARROW FG=61WYE 2L40 3 4. ! es BOTTOM OF STEP m 8 fL 15"(N)=610.47 M ! 7P= 14 ^ o ew BOTTOM OF WALLDO m 1 �'f $ ' e„r ur $ e...r<. m FF FINISHED FLOOR ELEVATION m FG FINISHED GRADE ® Q ! PROPOSED 3 w! / =614.s OFFICE Mai ROW LINE M 1 i 7P= } . N C CT GUTTER s 3,640 SF s w! TC TOP OF CURB Z UPPER LEVEL ✓, o TC TOP OF GRATE MEZZANINE n TOP OFINIET LOWER EX/S77NG II / TP=61J.8 14 1,820 SF TP TOP OF PAVEMENT WYE/MEET ! -- _61J.00 = 7P= 14. Fc=sr2.2s / 7P=613.43 FF 615.10 IS OF STEP Q 35'-6"HEIGHT >w TOP OF LLL --61.4. 8 w Q Q -.. TP=614. CC C, EXIS77NG LINE 77ES INTO I _ ` = 7 - ! Q W EX/STING CITY SYSTEM cr z g (UNALTERED BY THIS PLAN) I ` - 7 ` N . Q I \ 7P= 1 M 2409697 s E 2409697.5 ui Q 7 a N 7025279.72 i, / LJJ d F- E 2409487.56 ! UJ -------------------- =Q Q - - w _ S 89'58 32 W 216.02 _ - 1 7t M - ®----------_IX-W---- k- w .. r TP= 1 f A4 _.. CONCRETE PAVEMENT —.. -- = 1- - — — S5 = i t - 7t 7P- 1�g t M TP_612.67t M T O= 19 097 EAST DALLAS ROAD n=s1 =f ne TP- 1 ;7 f OF�q�,'/ (VARIABLE WIDTH PUBLIC RIGHT OF WAY) �"aifcna.n's��.aovi�u CASE NAME: H3 HEADOUARTERS CASE NUMBER: CU22-30 �� 100184 ¢.� LOCATION: T S3i AL MAYOR SECRETARY -- DATE. 07-08-2022 !, --- PLANNING AND ZONING COMMISSION LOR NO. _ 8310.002 DRAWN BY: RWB CHAIRMAN DATE. D15IGNFD Br: RWB CHECKED BY: SHEET:5 OF:22 SUP GRADING PLAN R APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFUCT HI.NEp.pQQUARTEM for DAB 07-08-2022 WITH ANY CODES OR ORDINANCES. IDT iofGmti,ESTTa MD ountV TQ CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR City ofGnpevine,Tamnt CODMy,TeRaz STORAGE IN CONJUNCTION WTH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR PLANNING SERVICES DEPARTMENT 0.n T_ SHEET: Date of Preparation:June Sth,2022 C4.0 WARNING TO CONTRACTOR CALL TEXAS 811 (LOCATING SERVICE)OR OTHER U77LITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY EXISTING U77LITY DATA IS PROVIDED FOR INFORMA 77ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED 7HAT DUNAWAY ASSOCIATES L.P. DOES NOT ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE m D to IT, ACCURACY OF THIS DATA_ t UTILITY NOTE: GRAPHIC SCALE IN FEET THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR E SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES I PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF z THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES. 9 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE DISCOVERED THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER UTILITIES MAY BE REQUIRED, TEXAS 811 (LOCATING SERVICE) 811 SPECTRUM COMMUNICATIONS(TV CABLE) (888)436-2427 AT&T (817)338-6202 VERIZON (800) 483-1000 A TMOS ENERGY (800)817-8090 ONCOR ELECTRIC DELIVERY (888)313-6862 I DRAINAGE LEGEND _- _ ... __..... .. _.... . _.._ _.. ,.... _. PROPERTY BOUNDARY < Pt Px Px a a EXISTING INLET Z ---------- amolNERs TO REMA/N--�`J -� C , i IXISTING MNOR CONTOUR E)USnNG MINOR CONTOUR 0.051 ac. """ \ BOO PROPOSED MAJOR CONTOUR \y\ 6O2 PROPOSED MINOR CONTOUR _ � R� � IXISi1NG DRAINAGE AREA �m i _ 1 PROPOSED DRAINAGE AREA K � �^ - OUSTING STORM GRAIN £ -- � IXISTING CURB INLET 3 PROPOSED STORM DRAIN _ ,- .- ` ... y •yam PROPOSEDCURSINLET ■ + �� B2 -, ! \. PROPOSED AREA DRAIN_*■ x �, D.24S at. W y` �- PROPOSED FLOW AREA ~- DESIGN POINT y I Q � 0 W - r �� ZL cc Ltd EXISTING INLET TO REMAIN e� J INLET NUMBER ' A_1 DRAINAGE AREA ACRES Uj o "' 0.133 ac. tt nn EXISTING INLET i Z TO REMAIN , .�R ► �„ ,: ,' I W Q 0.184 ac. ' W W a Z< w �P =OF CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR EAST DALLAS ROAD STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR (VARIABLE WIDTH PUBLIC RIGHT OF WAY) 15f 4sfl�/ N CkOLAS J POWELL � CASE NAME: H3 HEADQUARTERS ""^""""+"'� CASE NUMBER: CU22-30 �� 100184 e_ RATIONAL METHOD RUNOFF CALCULATIONS LOCATION: AL . AREA Cl 16 Q5 1100 Q100 MAYOR SECRETARY NAME AREA(ac.) Tc (BASE C) C1'A (in/hr) (cfs) (in/hr) (cfs) COMMENTS DATE: 07-08-2022 t 2 3 4 5 6 T 8 S 10 Runoff Data - -- PLANNING AND ZONING COMMISSION [DRAWN 78Y .002 Al 0.184 10.00 0.49 0.09 5.74 0.52 9.24 0.83 DRAINS TO EAST DALLAS ROAD A2 0.133 10.00 0.30 0.04 5.74 0.23 9.24 0.37 DRAWS TO E.DALLAS ROAD VIA ADJACENT PROPERTY CHAIRMANRws RWB 81 0.144 10.00 O.a2 0.06 5.74 0.35 9.24 0.56 DRAINS TO EXISTING WYE INLET 1 DATE: B2 0.245 10.00 0.51 0.13 5.74 0.72 9.24 1 A6 DRAINS TO EXISTING WYE INLET 2 �kEr,<ED BY: SHEET. 8 OF:22 WP s B3 0.051 10.00 0.54 0.03 5.74 OA6 9.24 0.25 DRAWS TO EXISTING WYE INLET 3 PRE DRAINAGE f.AREA MAP oaTE: a 07 C 0.080 10.00 OAS 0.04 5.74 0.21 92 APPROVAL DOE NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS -08-2022 4 0.33 DRAINS TO ADJACENT PROPERTY IDT1, 1,E..' STHER N�ORE ADDITION �g- WITHS ANY CODES OR ORDINANCES. PLANNING SERVICES DEPARTMENT �Gn Zm a � Tee sHEEr: TOTAL 0.84 2.18 3.51 Date of Preparation:June Sth,2022 C4 1 WARNING TO CONTRACTOR . CALL TEXAS 811 (LOCATING SERVICE)OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUC77ON ACTIVITY EXISTING UALITY DATA IS PROVIDED FOR INFORMATION ONLY ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS ' CAUTIONED THAT DUNAWAY ASSOCIATES L.P. DOES NOT ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE 10 D t0 20 ACCURACY OF THIS DATA. UTILITY NOTE: GRAPHIC SCALE IN FEET THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCA77ON OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE U77LITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR o SHALL VERIFY THE EXACT LOCA77ON OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL - CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACROTlES IN ORDER TO DETERMINE lF z THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES. THE CONTRACTOR SHALL N077FY THE ENGINEER IMMEDIATELY WHEN CONFLICTS Wi TH EXISTING UTILITIES ARE DISCOVERED- THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE CONSIDERATION OF OTHER U 77L177ES MAY BE REQUIRED. TEXAS 811 (LOCATING SER NCE) 811 SPECTRUM COMMUNICA77ONS(TV CABLE) (888)438-2427 AT&T (817)338-6202 VERIZON (800)483-1000 A TMOS ENERGY (800)877-8090 ONCOR ELECTRIC DELIVERY (888)373-6852 DRAINAGE LEGEND a s a l a a PROPERTY BOUNDARY ' -_ RIGHT-0E-WAY EX/S77NG INLET /T�a� - _ _.... _ .. _ .._ ________ AD/OINERS TO REMAIN B3.. �I IXISTING MAJOR CONTOUR 6 IXGTING MINOR CONTOUR C 6OO PROPOSED MNOR CONTOUR .059 ac. 602 PROPOSED MINOR CONTOUR _ 11 STING DRAINAGE AREA R RR7♦ Rl♦ PROPOSED DRAINAGE AREA -i ✓ -- - _- IXISTING STORM DRAIN £ DUSTINGCURBINtET 02 PROPOSED STORM DRAIN t v Q.D99 a[. 3 PROPOSED CURB INU7 C� � ✓ PROPOSED AREA DRAIN I PROPOSED FLAW AREA c --� O DESIGN POINT Q m W m EXIS77NG INLET ♦ s wIET NunneER )a TO REMAIN 7'.S Bl ��// (( ACRESDMIN EAREA uj ACRES A2 Z ' 0.126 ac. EX157ING INLET I Al S TO REMAIN - 0.186 ac. tJf Q, 'w c � W a F z - - a --=------- - --- _ �.T ___ � EYfi"W. IXd"W A CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR {VARIABLSiTIDAP L.MSRROAODWAY) STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR '*: 'll'�T!111 DTH IGHT UBLIC NICHOLAS J.POY.£LL � CASE NAME: H3 HEADQUARTERS CASE NUMBER. CU22-30 RATIONAL METHOD RUNOFF CALCULATIONS LOCATION: s I 1 S AL�`= AREA AREA(ac.) Tc Cl C1'A IS QS 1100 0100 COMMENTS MAYOR SECRETARY NAME (BASE C) (inlhr) (cfs) (inlhr} (cfs) DATE: 07-08-2022 1 2 3 4 5 6 7 8 9 10 RunOffData PLANNING AND ZONING COMMISSION Roe No 8310.002 Al 0.186 10.00 0.75 0.14 534 0.80 924 1.29 DRAINS TO EAST DALLAS ROAD DRAWN BY: A2 OA26 10.00 0.50 0,06 5.74 0.36 9.24 OS8 DRAWS TO E.DALLAS ROAD VIA ADJACENT PROPERTY CHAIRMAN RWB aFSW NEO 3Y: Bt 0.320 10.00 0.78 0.25 5.74 1.43 9.24 230 DRAWS TO EXISTING WYE WL.ETt DATE: RING B2 0.099 10.00 0AB 0.07 5.74 0.38 9.24 0.62 DRAINS TO EXISTING WYE WLET2 -ED BY: SHEEP: OF:22 NIP 'gs B3 0.047 10.00 0.61 0.03 5.74 0.16 9.24 0.26 DRAINS TO EXISTING WYE WL.ET 3 POST DRAINAGE AREA MAP ¢� APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS DATE: 07-09-2022 C 0.0$9 10.00 0.54 0.03 5.74 0.18 924 0.30 DRAWS TO ADJACENT PROPERTY WITH ANY CODES OR ORDINANCES. LOT1,RlDCK 1,ESTHER MOORE ADDITION City of GmpeNne,T t County,Teens TOTAL 0.84 3.32 5.34 PLANNING SERVICES DEPARTMENT D�a` sHEEr. I�g Date of Prcpanliolr.luTre 6th,2022 C4.2 WARNING TO CONTRACTOR CALL TEXAS 811 (LOCATING SERVICE) OR OTHER UTILITY LOCA77NG SERVICES 48 HOURS PRIOR TO CONSTRUC7ION ACTIVITY EXISTING UTILITY DATA IS PROVIDED FOR INFORMA 77ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT DUNAWAY ASSOCIATES L.P DOES NOT ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE Jo o to m ACCURACY OF THIS DATA UTILITY NOTE: GRAPHIC SCALE IN FEET Omni THE U77LY77ES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCA 77ON OF U77LI77ES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE U77LITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR o SHALL VERIFY THE EXACT LOCA77ON OF ALL U77LI77ES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACRO77ES IN ORDER TO DETERMINE IF z THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES 9 THE CONTRACTOR SHALL N077FY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING U77LI77ES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER U77L177ES MAY BE REQUIRED. I TEXAS 871 (LOCATING SERVICE) 811 SPECTRUM COMMUNICATIONS(TV CABLE) (888)438-2427 AT&T (817)338-6202 VERIZON (800) 483-1000 A TMOS ENERGY (800)817-8090 ONCOR ELECTRIC DELIVERY (888)313-6862 i L ---- N 7025446s1 -— PAVING LEGEND N 7025449.18 -------------------------------- E 2409486.28 ,D SE89'49E77"E L 215.54'c PLAT"216'0'PR—T E 2409701.82 FRO®`———— ————5 mDE Unu ns E MU —_ UNIEENNTECONCRETE W/83 BARS 0 18" — — .... OCE W.ON6 LIME STAB x i a . ...... " ——————————————— SUBGMOE(36 LBS./SY) 6 s a r_.___ PROPOSED4'3,0W PSI PORTIAND SUMENTCONCREIESION COMPACTED EXISTING ONE STORY BARS@1B"D.C.E.W.ON COMPAC ED METAL BUILDING SUM 5,057 SF g ! FF 614.72 15'-8"HEIGHT NOTES t 1.CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT 4 G I I PREPARED BY CMl ENGINEERING PROJECT NUMBER 2994-22-01, _ ! ATED TUNE 2022 FOR PAVEMENT SPECIFICATIONS3`=wF D AND =_ ALTERNATIVES. pl 2.CONTRACTOR TO SUBMIT CONCRETE JOINT PLAN TO ENGINEERLL m n� FOR REVIEW. h _ A. m8 i7 �o N PROPOSED ;� I r ••. •••` OFFICE 3,640 SF o ow a z -`' UPPER LEVEL u = MEZZANINE (' 1,820 SF Z FF 615.10 35'-6"HEIGHT Qto fn I d Wa o I � X _ �� a cc j Lu g SAWCUT AND REPLACE EXIS77NG Z DRIVE ONLY IN AREA TO FACILITATE E 2409697 81 0 N 7025279.72 PROPOSED SIDEWALK NEW SIDEWALK CROSSING Q LL I E 2409481.56 I IN PUBLIC RIGHT—OF—WAY •• -;• -------------------- =a Q 89' 8 2 W 21 02 s•Raw DmcAnal PEA PUT euaslE am-1ss.P.a sa DR-1 -- -- �— _� DONOR VEMENT -- -�' PROPOSED SIDEWALK YNI�NI01�M /N PUBLIC RIGHT—OF—WAY EAST DALLAS ROADOl (VARIABLE WIDTH PUBLIC RIGHT OF WAY) REFUSE )RUCK TURN TEMPLATE is i H "NIC....J POWE—�f'� CASE NAME: : HEADQUARTERS ^'�""""1 Mack 1 L,, h Low Entry 6.4 LEU 613+Wa a Phoenix III 25Yd CASE NUMBER: CU22-30 ��'� 160184 / Overall Len th 28.742t LOCATION: m�'t�od Hu ctiea..oce ao°444t ass V Track Width B.000ft AL Lock—to—lock time 55 o0s MAYOR SECRETARY Curb to Curb Turning Radius SO 3 DATE: 07-08-2022 PLANNING AND ZONING COMMISSION 1oR No. 8310.002 DRAWN BY: CHAIRMAN RWB DESIGNED Rr. GATE: RING SHEET: B CNECREDBY:OF:22 SUP t PAVING PLAN gg APPROVAL DOES NOT AUTHORIZE ANY WORN IN CONFUCT H3 HEADfQor ERS DATE 07-08-2022 CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR WITH ANY CODES OR ORDINANCES. LOTL,BLOCK I,ESTHER MOORE ADTem �q City of GrapeWne T_CODMy,Teas && STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR SHEET: PLANNING SERVICES DEPARTMENT 0.�eus Date of Propa,,U-:June III=2 C5 O WARNING TO CONTRACTOR , CALL TEXAS 811 (LOCATING SERVICE)OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY EXISTING UTILITY DATA IS PROVIDED FOR INFORMA 77ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT DUNA WAY ASSOCIATES L.P. DOES NOT ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE Jo O JD zD ACCURACY OF THIS DATA. I I I UTILITY NOTE: i GRAPHIC SCALE IN FEET THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR o SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UT7L1 TY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF z THERE 15 ANY CONFLICT WITH THE PROPOSED FACIL177ES. 2 THE CONTRACTOR SHALL NOTIFY THE ENGINEER w IMMEDIA IELY WHEN CONFLICTS WITH EXISTING U77LI77ES ARE DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER UTJLI DES MAY BE REQUIRED. TEXAS 871 (LOCATING SERVICE) 817 SPECTRUM COMMUNICATIONS(TV CABLE) (88)8 438-2427 VERIZON (800)483-1000 A TMOS ENERGY (800)817-8090 gg2 I ONCOR ELECTRIC DELIVERY (888)313-6862 ' 0� I ala�aial ,l aci L - ----------------- ------ UTILITY LEGEND a _ I �. L---------------------------------------------------------------------------- PROPERTY BOUNDARY N 7025449.78 N 7025448.57 - E 2409486.28 E 2409707.82 89' '17" 2 .54' PL T=2 .0' -- ADJOINERS 10'DRAINAGE&UTILITY ""°'°'_ _ �,oF un�*.uswe�T ExanNGM OR CONTOUR EASEMENT r- IDUStING MINOR CONTOUR tt'1 --- ------------------- PROPOSED MAYOR CONTOUR STA 1+53.24 - SSWR --- - PROPOSED MINOR CONTOUR - END SANITARY SEWER SERVICE EXISTING ONE STORY 1 - 5'FROM BUILDING .. PROPOSED STORM DRAIN REF MEP FOR CONTINUATION METAL BUILDING_ µ W PROPOSED WATERUNE FL 6"OUT= 670.60 W N 7025330.34 b 5PU575r�p�p 1 SS PROPOSED SANITARY SEWER UNE E 2409625.89 7 14.72 15'-S"HEIGHT IRR PROPOSED IRRIGATION LINE .STA 1+07.17- SS WP? PROPOSED GARUNE ; i PROPOSED tElEPHONE LINE 'Q�a INSTALL: 6"45'BEND I Q FL 6"IN= 609.34 3 E 1 ' FO PROPOSED FIBER OPTIC UNE $ � FL 6"OUT= 609.34 SW -ATIT- PROPOSEC.UNE `0m N 7025330.16 E 240957981 1 / -- m l COMM PgOPOSED COMMUNICATION UNE ~ b ffI OHE PROPOSED OVERHEAD ELECTRIC m .STA 0+00.00- SSWR ~~~~ ~~~ �E PROPOSED UNDERGROUND T CONNECT TO EXISTING W PROPOSED SSMH H FL 6"IN = 606,41 NE I 7 OFFICE EM PROM DSANOARYSEWER MAIN N 7025279.08 n "y 3�640 SF N ' FORCE MN E 2409485.61 o oPROMS w A z IARNHO 6"SDR-26 PVC ^ UPPER LEVEL N =1 ED SANITARY SEWER LE MANHDLE SSW MEZZANINE "SDR-26 PVC 1,82O SF PROPOSED SANITARY SEWER CLEANOU jsswR 00 s3 FF 615.10 PROPOSED WATER METER 35'-6"HEIGHT �u; I PROPOSED FIRE HYDRANT IRR- Ln N 7 0 838 ACRE 36,485 SOFT, W X PROPOSED GATE VALVE W Q PROPOSED PLUG W / cr z a 1 / 1 N 7025279.81 E 2409697.57 T-� PROPOSED REDUCER <W N 7025279.72 � ' 0 , _ � ' W H E 2409481.56 ---------- 0 STA 0+25.72- WA7ER =Q W INSTALL 45•BEND S 89'58 32'W 276.0 s Raw omcAnax POI Pur wauuE xe-laa. A c a on.rcr. M FL 1"IN = -4.09 NE - -o - - - - - - - - - m - - _• - - e = --- E ba w FL I"OUT 7 -4.09 S Eza w- - Ex-a'w � N 7025295 ___-__--31 -----' -----' E 2409559.8 1 i CONCRETE PAVEMENT - - - - - - Ex loss END DOMESTIC WATER 5'FROM BUILDING PROPOSED I"IRRIGATION METER REF MEP FOR CONTINUATION INSTALL 1 - 1 1/2"X6" TAP AND SLEEVE FL 1"OUT= -4.09 W EAST DALLAS ROAD N 7025315.34 ptE of rF!lo (VARIABLE WIDTH PUBLIC RIGHT OF WAY) E 2409625.94 M - s11�� STA 0+00.00 - WATER STA 0+54.01 - WATER INSTALL: CONNECT TO EXISTING INSTALL 45•BEND FIRE HYDRANT ASSEMBLY /�wCHOLns J PowE66 CASE NAME: H3 HEADQUARTERS WATER METER FL 1"IN= -4.09 E CASE NUMBER: CU22-30 10018°/7 FL 1"IN = -4.09 N FL 1"OUT= -4.09 SW LOCATION: N 7025269.59 N 7025315.32 1 A• E 2409559.81 E 2"09"43 MAYOR SECRETARY y DATE, 07-08-2022 3 PLANNING AND ZONING COMMISSION JOB NO. -" 8310.002 DRAWN BY: CHAIRMAN RWB OESIGNFD BY: DATE: RWB CHECKED BY: SHEET:_L oF:?2 PUP UTIL for P U1N a APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT X3 HEADQUARTERS DATE. 07-08-2022 CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR WITH ANY CODES OR ORDINANCES. LOT 1.BLOCKGmp I,ESIH=tER Co EAODmON Cfty of GEapMne,Tamnt County,TeKu STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR o.X..:ua SHEET: Date of Pmpam[Dn:June 6ft 2022 C6.0 �.� PLANNING SERVICES DEPARTMENT Iene:U s; WARNING TO CONTRACTOR CALL TEXAS 811 (LOCA77NG SERVICE) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACT)VITY. EXlS17NG U7)Ll TY DATA IS PROVIDED FOR INFORMA 77ON ONLY ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAU770AIED THAT DUNA WAY ASSOCIATES L.P. DOES NOT ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE 10 0 10 20 ACCURACY OF THIS DATA. UTILITY NOTE GRAPHIC SCALE IN FEET THE U77LITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND LOCATION OF U77LI77ES IN THE AREA OF CONSTRUCT70N. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR a SHALL VERIFY THE EXACT LOCATION OF ALL U77LI77ES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT U77LITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF z THERE IS ANY CONFLICT WITH THE PROPOSED FACILlT7ES. g THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE CK DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE PROVIDED FOR CONVENIENCE CONSIDERA77ON OF OTHER U TILL TIES MAY BE REQUIRED. TEXAS 817 (LOCATNG SERVICE) 811 SPECTRUM COMMUNICA DONS(TV CABLE) (888)438-2427 AT&T (817)338-6202 VERIZON (800) 483-1000 ATMOS ENERGY (800)817-8090 OVERFLOW STRUCTURE ONCOR ELECTRIC DELIVERY (888)313-6862 EROSION CONTROL LEGEND 4 PROPERTYBOUNDARY - aRee�R^ • '-- Sf7) j' AOl01NERSMISTING MAJOR CONTOUR OC(MINGMINORCONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING£,ENE STORE ERISTING STORM ORRIN ET CfILDINC;gy 5,057 SF' v IDOSTINGCURBINLETC )^ 6U. .8ZStVCpiiE( (® PROPOSED STORM DRAIN PROPOSED CURB INLET PROPOSED AREA DRAIN PROPOSED FLOW AREA mm� " SF PROPOSED SILT FENCE a~ d. -. �p gip g° a SW PROPOSED STMW WATTLE � - R63Lb..BED PROPOSED ROCK CHECK DAM �- OFFICE p�g �^ PROPOSED OVERFLOW O 3,640 SF STRUCNRE '� ------ - UPPER LEVEL PROPOSED INLET PROTECf10N r� - _ MEZZANINE SILT FENCE PROPOSED CONSTRUCTION 1,820 S (TYP) O t 1 ($ /� ENTRANCE FF 615.10 ,/ V 3S`_6" EIGHT . 7 _ W Ln N z wX o I—w a — - - — — — A �f— 0 ;. CONSTRUCRON OVERFLOW Q -- OVERFLOW ENTRANCE, STRUCTURE - O cr Z g STRUCTURE 74 Q W Qw o =Q Q M'^ w 8 - EKa w .. - ala°W INLET PR0IEC770N (TYP) EAST DALLAS ROAD CF G I'yP<s oP (VARIABLE WIDTH PUBLIC RIGHT OF WAY) �NICHOLAS J POWELL j CASE NAME: H3 HEADQUARTERS �•.5......^•.........•...t...' CASE NUMBER: CU22-30 100184 LOCATION: .,1 AiE`� MAYOR SECRETARY DATE: 07-08-2022 3 ---- '=_ -- - - - - -- -- --� -- ' ,, PLANNING AND ZONING COMMISSION JOB No. 8310,002 DRAWN BY: CHAIRMAN RWB DESIGNED BY: DATE: RWB CHECKED BY. SHEET: 10 OF:22 Nip ga EROSION CONTROL PUN d APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS DntEtE- 9z 07-08-2022 CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR MTFi ANY CODES OR ORDINANCES. 1Dr 1.SLogC 2,ESTHER MOORE ADDmoN o ar CRy of Gnpevr Tamnt County,Texas fE STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR 0.838 acres PLANNING SERVICES DEPARTMENT Zone;U Date of Preparation:June 6th,2022 C7 O u�� Ei E3 Et �-- E4 IE3}-i E3 E2 E3 Et E2 E4 E3'--, E1 E2 E3 8!( II I I urbARCHITECTS T.O.CORNICE 135 6' I }T.O.CORNICE 135'-6' 4513 MJN Sr SUIM210 WMVI/8VEOBOkTLt7M an bobcat �� FOR(NOliH,T1C'Bi101 YE®NaiHi¢Fmn hT.O.WALL 132'.6"" — — - }�T=O.OPENINOS 128'-0' '' J T.O.OPENINGS 128'4 v Y -v Jx0.0.OPENINGS 124'-0' Til Sm T.O.CANOPY 114-0' -r— -T^ .•�[Ju B.O.OPENING 1/4'-0' = _ x. T.O.OPENINGS 112'-0' "' - -- - - T.O.OPENINGS 112'-0' - 1J d ��0 - i -=❑C� - - v hB.O.OPENINGS 104'-0' - - B.O.OPENINGS 104'-0' MEN - ( - _ W _. �FINISHED FLOOR 100'-0' hFINISHED FLOOR 100'-0' -- -- —`` -- -�' MATERIAL PERCENTAGES MATERIAL PERCENTAGES u Q TOTAL 1,858 SF �� TOTAL 2'.SF O 1 EXTERIOR ELEVATION OPENINGS 970 SF / ' 1 EXTERIOR ELEVATION OPENINGS 663 SF W Q lf') O NET 993 SF NET 1, 663 SF scale; �/8•-1'-0• BRICK 493 SF 51% /�scale: �/$•_�'-0° 9RICK 523 SF 32% O FIBER CEMENT 197 SF 20% FIBER CEMENT 766 SF 46% 0 C (� METAL 280 SF 29% METAL 374 SF 22% �+• (� MASONRY PERCENTAGE 71% MASONRY PERCENTAGE 78% '^ r O I— F- N � J O 0 Z m F- F— > U cn W rn O E2 E3 E1 nil E4 E3 Et E2 3n E1 E2 E4 t-� E3 E1 E3 CD i I Z j O T �T.O.CORNICE 136-6' I .T.O.CORNICE 135-6' -L --- --___ }T.O.WALL 13Z-0 5/8' ___- - -_ --- _- __ - --- -- -- --- _-_ J.T.O.OPENINGS 128'-0' V.O.OPENINGS 128'-0' .i�B.O.OPENINGS 124'4' _ / �B.O.OPENINGS 124'-0' =4 ISSUE BLOCK - _ T.O.CAN =s' _ T.O.CANOPY 114'-0' - - — - T.O.OPENINGS DRAWN BY: JMB I 0812812022 B.O.OPENINGS 104'-0' �T it ! B.O.OPENINGS d - jg- FINISHED FLOOR 100'-0' -=_- ------ ---.- _ _ - -: FINISHED FLOOR 100'-0' -- _' "'_ '- iii, IBM- pi - MATERIN.PERCENTAGES MATERIAL PERCENTAGES TOTAL 1,858 SF TOTAL 2,485 SF �� OPENINGS 480 SF OPENINGS 753 SF 7 h / "EXTERIOR ELEVATION 4 EXTERIOR ELEVATION ✓V NET 1,378 SF NET i 732 SF wale: /g"c�'-0• BRICK 448 SF 33% scale: BRICK 591 SF 34% '^NT ?79% P� FIBER CEMENT 653 SF 47% FIBER CEMENT 766 SF 44%I CASE NAME:H3 HEADQUARTERS qrF OF j�+'J METAL 277 SF 20% METAL 376 SF 22% CASE NUMBER:CU22-30 ._z.x.. MASONRY PERCENTAGE 80% MASONRY PERCENTAGE 78% LOCATION: MAYOR SECRETARY fr,J DATE: 'rrt7�r� PLANNING AND ZONING COMMISSION CHAIRMAN NEW BUILDING DATE; ELEVATIONS SHEET: 18 OF;22 NEW BUILDING ELEVATIONS MATERIAL LEGEND H3 HEADQUARTERS APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT LOT 1,BLOCK 1,ESTHER MOORE ADDITION WITH ANY CODES OR ORDINANCES. C9y of GrapeNne,Tartan!County,Texas 0.838 aoes MARK LOCATION MATERIAL. 1 FINISH/NOTE Zone:U PLANNING SERVICES DEPARTMENT Date of Preparation:June 61h.2022 Et PRIMARY FACADE BRICK VENEER GRAY 18 O F 2 2 E2 ACCENT FACADE FIBER CEMENT PANEL NICHIHA'SPRUCE' CONDITIONAL USE REQUEST CU22J0 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW E3 CANOPY/FASCIA METAL CHARCOAL ! OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR ALUMIN E4 ACCENT FACADE UM COMPOSITE GRAY f j r I I urban ` ARCHITECTS T O.CORNICE 136 6E I t O.CORNICE 135 6" I I 15?S.FdaN 5f-6t1ftE3A NMhY1RffiMHOB(ATCOM `� FcxrrHCRtti>x>tilrb r�r�,�amn h C WALL_ 132'6518'- }.T:O_WALL 132 fi5•H", V `T T O.OPENINGS 12ff-0". TO OPENINGS 128'-0' OPENINGS ,, ,$,.__ _,--__ B O.OPENINGS 124 C" T Q.CANOPY 114-0_ =' ISO OPENING t T.O.OPENINGS 112'-0' TO.OPENINGS 112'-G° _ 1_B;G OPENINGS 104,'-0LIJ _- ' II FINISHED FLOOR 100'0" FINISHED FLOOR 100'-0" U— MATERIAL PERCENTAGES i MATERIAL PERCENTAGES u.. Q TOTAL \!/�EXTERIOR ELEVATION PNET EER CEMENT i9W SF SF zc 2 \EXTERIOR ERO R'LUEVATION 'OPENINGS - sz3 SF 32y, O Q O OPENINGS 888 SF RICK We (B'=�'_Q" FIBER CEMENT 374 SF 246%2% Q n/ METAL 280 SF 71K METAL 374 SF 78% Q U) r O MASONRY PERCENTAGE 71"b i iMASONRY PERCENTAGE '8°b', � t^ � {— VQ' F- N � J � Ld O o z m (— F— C� Cn W d a- z w Q m m Cr- O E2—. �E3� E' t i— E2 -E4; I E3. Ei1-- Ea. Ez� Z O co T O.CORNICE 135'8" I _,Tom.CORNICE 135'6' 1 i _ T }PTO WALL 132'fi SrB" C}WALL 13,_6 8". 1• Y .....- --.. �" T.O.OPENINGS 128'-0' T O OPENINGS 128'-0" .OPENINGS 124'0' B O.OPENINGS 124L ISSUE BLOCK ANOPY 114'9' �TO.CANOPY114'01 - — TO OPENINGS 11Y-0" ,Io PENINGS_112--0" CHECKED BY hiTG J 1 „y.:� �:. .5-.t j '3"z✓^.F �T: DRAWN BY JMB` DOC DATE 06,28,2022 B.O.OPENINGS 104_{J_ _&B--_OPENINGS ?04_-0-0" j.fIN15HED FLOOR 100'-0" y,FiNISNED FLOOR 100`-0" �A�p:_� V MATERIAL PERCENTAGES — P .MATERIAL PERCENTAGES_ T, NGS 53 SF `3`I EXTERIOR ELEVATION NET BRICK CEMENT ..?4s8 SF 33%47%78 SF 4 EXTERIOR ELEVATION BRICK aERICEMENT 1NET IR?Sf 44< cnsE NaraE.H3 HEADQUARTERS NT4TF OF S(p�'py f` METAL 277 SF 201. METAL 375 SF 22%. CASE NUMBER.CU2230 MASONRY PERCENTAGE 80% IMABONRYPERCENTAGE 78"+b LOCATION. MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN NEW BUILDING DATE ELEVATIONS SHEETS 19 OF:22 NEW BUILDING ELEVATIONS —� H3 HEADQUARTERS APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT MATERIAL LEGEND LOT BLOCK I,ESTHER MOORE ADDITION WITH ANY CODES OR ORDINANCES Qry of Grapevine T rrant Courty.Texas 0 838 aPe I MARK LOCATION MATERIAL FINISH,NOTE Zone:U PLANNING SERVICES DEPARTMENT Date of Pepatabon Ju,e 6th,2022 Et PRIAAARV FACADE BRICK VENEER--GRAY O I- E2 ACCENT FACADE FIBER CEMENT PANEL NICHIHA'SPRUCE' CONDITIONAL USE REQUEST CU22-301S A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW 9 E3 !CANOPY i FASCIA IMETAL CHARCOAL OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWOSTORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR E4 ;ACCENT FACADE ALUMINUM COMPOSITE 1GRAY VFW d < gAA � urban bobcat ARCHITECTS s 557SMC%rRTXA1N 1XMM.Wrhb OB(AT.COM FORTNORIH,IX'18101 if>®�eotWmn Et E2 E3 E4 I Et IE2r� E3 E4 E1 E2 E4 E3 E1' i J T.O.OPENING 10T-0' _ —_-- — -_— T_ ` _ - -. _ - I_ -. .__ AT.O.BRICK K 103'-B' __ BRICKNG _ ______. ___. ___. _. ___—___-— ___ ____. __ _ _ --_ _ - - _ FINISHED FLOOR 100'-0' - L_ MATERW-PERCENTAGES MATERIAL PERCENTAGES LL ❑ TOTAL 1,587 SF TOTAL B33 SF OPENINGS 7B2 SF OPENINGS 2"SF 1�EXTERIOR ELEVATION-SOUTH NET 795 SF EXTERIOR ELEVATION-EAST NET 589 SF O Q /1 ara a: 1/8._V, Ll Q LC) O scale: /$°_�•.D" STUCCO 195 SF 75% STUCCO 460 SF 78% BRICK 185 SF 25X BRICK 129 SF 22% Q O (� MASONRY PERCENTAGE 700% MASONRY PERCENTAGE 10D% (� U O ~ gam N Od _Z W m F U U) w � rn9 O U) o O Z O Et E2 E3 Ei itz;-� E3- U co T.O.ROOF 115' '+/- % T.O.ROOF EAVE HEIGHT 114'-0' • �, Y HEAVE HEIGHT 172'-0' --.----, ----- ISSUE BLOCK �T.OT.O.BRICK 103'-0' '... - _ __ _�__ - FINISHEDFlOOR700-0 -- .-_-._.. ..-'s-- ,_-.—. �. -. —__.____- _ _ _ FLOOR },T.O.BRIC� 103'-8' _ __ __ - =...._._ __ _ .:� FINISHED t MATERIAL PERCENTAGES MATERIAL PERCENTAGES CHECKED BY. MTG TOTAL 7,6675E _TOTAL 8335E �� OPENINGS 0SF OPENINGS OSF \EXTERIOR ELEVATION-NORTH E�EXTERIOR ELEVATION-WEST DRAWN BY Mil NET 1,867 SF C NET 833 SF scale: 1/8"_1'.0" STUCCO 1,225 SF 73% scab: �/8"_�'-0" STUCCO 617 SF 13% DOC.DATE. 06 r 28/2022 BRICK 442 SF 27X BRICK 222 SF 27% MASONRY PERCENTAGE 100% MASONRY PERCENTAGE IDD% p,Fo A NfhNl �279� py� CASE NAME:H3 HEADQUARTERS CASE NUMBER CU22-30 n_, - LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN EXISTING BUILDING DATE: ELEVATIONS SHEET: 20 OF.22 EXISTING BUILDING ELEVATIONS for MATERIAL LEGEND H3 HEADQUARTERS APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT LOT 1,BLOCK 1,ESTHER MOORE ADDITION WITH ANY CODES OR ORDINANCES. City of Grapevine,Tenant Canty,Texas 0.838 saes MARK LOCATION MATERIAL FINISH/NOTE Zone:LI PLANNING SERVICES DEPARTMENT Data of Preparation:June 6th,2022 Et ACCENT FACADE THIN BRICK GRAY 2 0 0 F 2 2 E2 PRIMARY FACADE STUCCO LIGHT GRAY CONDITIONAL USE REQUEST CU22.901S A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW E3 ROOF METAL R-PANEL I REPLACE EXISTING OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES E4 OVERHEAD DOOR ;EXISTING PAINT LIGHT GRAY I CONTRACTOR urban bobcat ARCHITECTS 7 I7i,rwsr..7727 WMVt=Taw Faxrycromtrx?61w E7;— I � i t 7 TO ROOF 715'A— i 1 _} I T.O ROOF 115'$-+i- Ii I fl { _ C.O.OPENING 110'-C i,TO OPENING 107'-0' { T.O OPENING 167'-11 mks. *TO BRICK 1038" .--_ -�: .„�.__. ..�:,- �mT _.... T O.BRICK _103'-8_, FINISHEDFLOOR 100'-0" - FINISHED FLOOR 100.0' MATERIAL PERCENTAGES � MATERIAL PERCENTAGES LL Q _ TOTAL -3 SF O � OPENINGS 244 SF r 1 �}EXTERIOR ELEVATION-SOUTH NETaI 7 95 SF / L�1 EXTERIOR ELEVATION-EAST NET Egg sp W Q t!� O OPENINGS 7925E 7 scale _ STUCCO 6065E 75% scale. 1�8"_V-D. STUCCO 460 SE 22%( O BRICK 796 SF 25% � BRICK 729 SF 22% Q /�y/ 0 (Q MASONRY PERCENTAGE 100%!. MASONRY PERCENTAGE iq0% LL C O C2 (/) r J x N � N J af O C) z w m F- F- > 0U) w I Q a. z 10� W <t m � M O Z o O � i co = TO ROOF f15'A`?%-_ I TO-ROOF V I i �EAVE HEIGHT 114-4' �_ 1�EAVE HEIGHT 114'-0' _ 1 i ` S EAVE HEIGHT t12'-0' f' 1 7 1 t � ISSUE BLOCK 1 Z _ } A �— TO BRICK t0'.g� � t �v 1 � � l __3.$. � —:-- .._...._�___- - T0.8RIEK 10,___ 5 FIN'SHED FLOOR 100'-0' FMISHED FLOOR 760'-q' --- = !MATERIAL PERCENTAGES MATERIAL PERCENTAGES CHECKED BY. MTG TOTAL 18675E TOTAL 833 SF \ OPENINGS DSF /"\ !OPENINGS OSF 3 EXTERIOR ELEVATION-NORTH NET 1 667 SF WEST 4 EXTERIOR ELEVATION- (NET __ 633 sE; DRAWN BY JMB 1/8'_V-0, ST CCO i 226 SF- --- i73% i scale. 1/8'=V-D. STUCCO 611 SF 73% DOC DATE ...�0E 28 2022 scale _ BRUICK 442SF 27% 6RICK 222 SF 27% MASONRY PERCENTAGE % MASONRY PERCENTAGE 1Q0% q�ED AAp�. c v` W?. era t� ^ Q9 c� CASE NAME H3 HEADQUARTERS lNf' ?2792 Py-f CASE NUMBER.CU2230 00� LOCATION. MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION / CHAIRMAN EXISTING BUILDING DATE ELEVATIONS -- SHEET: 22 OF'.22 EXISTING BUILDING ELEVATIONS MATERIAL LEGEND LOT BLOCK H3 HEADQVARTERS APPROVAL DOES NOT AUTHORIZE ANYWORK IN CONFLICT l GtyGl.p 1,ESTTHER MOORry ADDITION WITH ANY CODES OR ORDINANCES. 0838 Nre MARK LOCATION MATERIAL FINISH/NOTE Z,LI s PLANNING SERVICES DEPARTMENT Date of Prep ti n:June 6th,2022 �E2E7 ACCENT FACADE THIN BRICK GRAY 21 O F 2 2 PRIMARY FACADE STUCCO �LIGHT GRAY CONDITIONAL USE REQUEST CU2236 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW E3 1 ROOF METAL R-PANEL REPLACE EXISTING OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR E4 i OVERHEAD DOOR EXISTING PAINT LIGHT GRAY P -�A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 .4 0.4 0.2 0.2 0.2 0.1 .0 PRO ui p IP urban bobcat ARCHITECTS 0.8 1.0 1.3 1.4 1.3 1.0 0.8 .1 6iBMAN ST.sA Eag WNW J8MBDB ATCd1 RRTM.OR1Fi,T7C761g4 Ea�.mamnfom .0 1.0 1.0 1.3 1.5 1.3 1.0 0.8 1 .0 0.9 1.1 1.4 1.8 1.6 1.4 1.0 1 . .. _ v. .0 r 1.1 1.4 2.1 2.5 2.8 2.4 1.8 .1 i .0 0.1 0.1 0.1 0.1 0.2 0.4 1.0 2.0 2.1 T2.7 2.5 2.9 3.4 2.8 2.3 .1 W .0 U + + + + + + + + + + + + + + + V- 0.2 0.2 0.2 0.2 0.2 0.5 1.1 2.4 2.7 3.8 2.5 3.3 4.3 3.2 2.3 .1 O .0 W®14 w 0.3 +0.3 0.3 0.3 0.3 0.6 1.4 2.9 3.5 4 0 Q o Wall 1 U N LL! J _Z + + + + + + + + + + + .0 Z -I W 1 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.7 1.0 1.9 2.4 2. ,� O < � Lm 0.7 0.8 0.9 1.0 1.0 0.9 0.9 0.9 1.1 1.8 2.1 2. Q C� m 1 11 ` � W 0 statiwOc + } } + } + + } + + �- - .0 D-ripfi. Avg Max Min Avg/Min Max/Min Z 0.7 0.8 0.9 1.0 1.0 0.9 0.9 0.9 1.2 1.7 2.0 2. 3 PARKING-NORTH 5fc I.61c O.tk 0.1:7 16:7 O ,0 PARKINGI 1.3fc 39 fc 0.5 fc 2.ti1:1 7.8:1 ,a ) ,�; PARKING2 0.1 fc 0.4 fc O.0 ft N/A N/A M 15�a 1 S.,, .0 + + + + + + + + + + + + LIGHTING FIXTURE SCHEDULE p 0.7 0.8 1.0 1.3 1.2 1.0 0.9 0.9 1.1 1.8 2.3 2.I � � ,� r- TYPE DESCRIPTION MANUFACTURER CATALOG NU LAMPS ' LP SINGE HEAD ROLE LIGHT BEACON VP-S-24L-5B4K74-BC SSW LED ,p LPI SINGLE HEAD ROLE LIGHT BEACON VPST-t,OiL-S5.4N7 SSN LED y W WALLPACN HUBBELL TRP224L-'A-0K7d 7J1V LED 0.8 0.9 1.1 1.5 1.4 1.1 0.9 0.9 1.22.2 2.8 3. NOTES 1 W®14 1 ALL LIGHTING FIXTURES MAY NOT NECESSARILY BE USED. ISSUE BLOCK 2.ALL FIXTURES SHALL BE UL LISTED. .p 3.ALL OUTDOOR EMERGENCY FIXTURES SHALL BE DAMP AND/OR WET LOCATION LISTED(AS APPLICABLE TO INSTALLATION)AND SHALL BE -{- + } } + + + } } } } PROVIDED WITH O•F,COLD WEATHER BALLASTS AND DRIVERS(FLUORESCENT,HID,AND LED FIXTURES). 1.0 1.l 1.3 1.7 1.6 1.2 1.1 1.1 1.2 2.0 2.3 3. 4 ALL EXTEMOR AND SITE/LANDSCAPE LIGHTING MUST ADHERE TO ALL LOCAL LIGHTING ORDINANCES AND REQUIREMENTS.PROVIDE SHIELDING, 0 GLARE CONTROL,HARDWARE OPTIONS AND ACCESSORIES AS NECESSARY TO COMPLY. ❑ ., 5.FINAL APPROVAL OF ALL LIGHT FIXTURES TO BE BY THE ARCHITECT AND OWNER DORI%SUBMITTAL PHASE AND PRIOR TO ANY ORDERING, PURCHASE OR INSTALLATION OF LIGHT FIXTURES. .����� �� '�-�� � ''��"'������ �� -� � � -�� .0 6,ALL RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED,MANUFACTURED WITH NO PENETRATIONS BETWEEN THE INSIDE OF THE RECESSED FIXTURE AND THE CEILING CAVITY AND SEALED TO PREVENT AIR LEAKAGE,OR SHALL BE INSTALLED IN A SEALED BOX MAINTAINING CHECKED BY: MTG ., LP1 Q25' THE REQUIRED CLEARANCES OF NOT LESS THAN I°FROM COMBUSTIBLE MATERIAL AND NOT LESS THAN 3'FROM INSULATION MATERIAL. .0 7.FIXTURES INSTALLED WITHIN RATED ASSEMBLES SHALL BE PROVIDED AND/OR INSTALLED ACCORDINGLY TO MATCH THE RATING OF THE DRAWN BY: 3MB ASSEMBLY. DOC.DATE: 0yf0/2022 .0 .0 CASE NAME: H3 HEADQUARTERS CASE NUMBER: CU22-30 LOCATION: .0 MAYOR SECRETARY .0 DATE: NOT FOR REGULATORY APPROVAL,PERMITTING, 0.0 0.0 6.0 0.0 0.1 0.1 0.1 p.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PLANNING AND ZONING COMMISSION OR CONSTRUCTION MATT GREEN,AIA 05/10/22 CHAIRMAN DATE: OVERALL SITE PLAN-PHOTOMETRIC - SHEET: 22 OF: OVERALL SITE PLAN-PHOTOMETRIC H3 HEADQUARTERS APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT OVERALL SITE LOT I,BLOQE J,ESTHER MOORE A0DIITON WITH ANY CODES OR ORDINANCES. Cky of Gnpeai Ta m Gaunt,Teaas o.e38 acres Zone:U PLANNING SERVICES DEPARTMENT PLAN- Date of Prepara0on:June 6th,2022 "- CONDITIONAL USE REQUEST CU22-30 IS A REOUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR PHOTOMETRIC STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION E1 .1 I I I I p ER1RY � HACKBERRY 7 8 IACpBER Y LEGEND 18" IT LMHACKBERRY HACKBERRY 5 AC B 1 6 Y 7 AC RRV — A KB RRY URBAN FORESTRY BOUNDARY ——— ——— \ _ i _ — - - L----- r — -- — 24" •�—. // �'�` A o unuT..c�V. yr,jromEr A oe T. t 18" EXISTING TREE TO REMAIN HACKB RRY / .. _ 1 I HACKBERRY AND TO RECEIVE TREE PROTECTION c AN cE a iz a a.a.r.c �� / _ s reDE unu*v EA Ear 1 PER Cltt OF REQUIREMENTS \ / p r ---- - -- -------- - - - - - --- - r — —— —— — - ----- ---------------------- v, o I �--- — ---------- — -- -- i z I \ I 2q EXISTING TREE TO BE REMOVED \ S EXISTING BUILDING ELM \� 1T ELM 1 36' �- HACKBERRY I A I I z i I r' 2B' 15 e _ 1 19 HACKBERRY M RY D' r' 1 A B Rr ELM 1 a TREE DATA a = a l a 21 a 12" ELM �� �; TREE NUMBER TREE SPECIES TREE CALIPER PRESERVE/REMOVE 1 HACKBERRY 24 PRESERVE Q a 2 ELM 18 PRESERVE 3 HACKBERRY 12 PRESERVE 4 HACKBERRY 12 PRESERVE 6 a 1 5 HACKBERRY 14 PRESERVE a a \ J w 6 HACKBERRY 12 PRESERVE \ / PROPOSED £ 7 HACKBERRY 12 PRESERVE \ / 8 HACKBERRY 12 PRESERVE \ / 20" 1 BUILDING 9 HACKBERRY 20 PRESERVE �. ELM SO HACKBERRY 18 PRESERVE ss 11 ELM 20 REMOVE 12 ELM 24 REMOVE 13 ELM 36 REMOVE ' i 14 HACKBERRY 14 REMOVE � yS w 15 HACKBERRY 28 REMOVE 16 ElM 12 REMOVE 17 ELM 20 REMOVE \` w � 18 HAC II KBERRY 10 REMOVE J m� +' 19 HACKBERRY REMOVE 2 3A 20 HACKBERRY 12 REMOVE = N m~ m HA KB- Y 21 ELM 12 PRESERVE 22 36 PRESERVE z ______ ______ __________ TOTALCAUPER 390 N,T TOTAL PRESERVED CALIPER Z02 O /I_ _ o$a let - - - - -411 _______ ___ -- EX-ew TOTAL REMOVED CALIPER in_____________IX-6 W_______ Olb.w TOTAL CALIPER PLANTED 66 _ - TOTAL CALIPER TO PAIDIMOTREE FUND 122 (CRY BASED SCHEDULE OF FEES) \\\ EAST DALLAS ROAD uj EXISTING TREE TO REMAIN,TYP. TREE PROTECTION TO BE INSTALLED PER DETAIL A,SHEET L1.O uj li I to Q a " 0 W W cfz g f- LLJJ a F- Q W M� TREE PROTECTION NOTES: =C9 � /. AROOT PROTECTION ZONE WILL BE ESTABLISHED AROUND EACH TREE TO BE PRESERVED.THE ROOT PROTECTION ZONE SHALL BE AN AREA DEFINED BY 2' BEYOND THE DRIPUNE OF THE EXISTING TREE. 2. WHERE CONSTRUCTION OCCURS WITHIN THE ROOT PROTECTIDN ZONE THE TREE PROTECTION FENCING IS CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR TO BE SEf4'FROM THE NEW CONSTRUCTION. STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR ►^ �NDSC�. S 3. TREE TRUNK PROTECTION IS REQUIRED FOR ALL TREE TRUNKS IN AREAS WHERE CONSTRUCTION OCCURS eC� sr y 2'BEYOND WITHIN THE ROOT PROTECTION ZONE. v DRIPUNE f 4. ALL ROOTS LARGER THAN ONE-INCH DIAMETER ARE CASE NAME: : HEADQUARTERS ry"' CASE NUMBER: CU22-30 Y TO BE CUT CLEANLY AND OAK WOUNDS PAINTED LOCATION: to 5 P WITH APPROVED TREE PAINT WITHIN 30 MINUTES. 'q OF _ _--- S. NO EQUIPMENT.VEHICLES OR MATERIALS SHALL BE MAYOR SECRETARY 07/08/2022 OPERATED OR STORED WITHIN THE ROOT PROTECTION - METAL T-POST ZONE. DATE: ATEDGE OFROOTZONE 6. NO CLEAN-OUT AREAS WILL BE CONSTRUCTED SO PLANNING AND ZONING COMMISSION JOB No. THAT MATERIAL WILL BE IN OR MIGRATE TO THE ROOT 8310.002 CHAIN PROTECTION ZONE. 2� I 40 2 ---- _ LINK FENCE DRAWN BY: 1MM 7. NO GRADE CHANGES MORE THAN 3"IS ALLOWED CHAIRMAN WITHIN THE ROOT PROTECTION ZONE. DESIGNED BY: GRAPHIC SCALE IN FEET EXISTING DATE: KLS H GRADE TO 8. ROOTS OR BRANCHES IN CONFLICT WITH II- I. REMAIN CONSTRUCTION SHALL BE CUT CLEANLY SHEET.11 OF:12 CHECKED BY: Nip s UNDISTURBED ACCORDING TO PROPER PRUNING METHODS.ALL - TREE PRESERVATION PLAN 8 OAK WOUNDS SHALL BE PAINTED WITHIN 30 MINUTES TO PREVENT OAK WILT INFECTION. APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT LOT I,BLOCK I,EESSTDNER MOORE ADDITION DATE.UARTERS 07-08-2022 A TREE PROTECTION FENCING DETAIL SCALE:NTS WITH ANY CODES OR ORDINANCES a 0.838 acres sHEEr: CiLY GnpMne,Tamnt Wunty,Teax PLANNING SERVICES DEPARTMENT Daft of"paration:Zum6th,2022 L1.0 iI LEGEND URBAN FORESTRY BOUNDARY ^ — j"`-ate ..----_--- _ -- -- ---- -- -- L--_—_r--_-- ` �( _ — — ---♦ --------------_ EXISTING TREE TO REMAIN i `\, vnoe min nncF auo� j'p{yxGgSpA(I(T.�MNET a, uoE t\ I AND TO RECEIVE TREE PROTECTION O PER CITY REQUIREMENTS \ 2 -------- --------- z i REPLACEMENT TREEFeel 0 II ` ♦�, y EXISTING BUILDING � • ' PLANT SCHEDULE LARGE TREES QTY COMMON NAME BOTANICAL NAME CAL. CONT. HBGHT SPREAD i I • I ) 8 CEDAR ELM ULMUS CRASSIFOLIA 3"MIN. 65 GAL 7'MINIMUM 5-7' • Q$ 4 CHINESE PISTACHE PISTACIA CHINENSIS 3"MIN. 65 GAL 7'MINIMUM 5'-7' ss a // o i fL —1 1\ -•JII 6 LIVE OAK QUERCUS VIRGINIANA WMIN. 65 GAL TMINIMUM 5--7' a:a a ala �•(� • • ; ! $ 4 SHUMARD OAK QUERCUS SHUMARDII 3"MIN. 65 GAL 7'MINIMUM 5'-7' ty�,t ff o a x a ac a 1 � �\ PROPOSED BUILDING • TREE DATA 5S TREE NUMBER TREE SPECIES TREE CALIPER PRESERVE/REMOVE 1 HACKBERRY 24 PRESERVE • 2 ELM 18 PRESERVE • • 3 HACKBERRY 12 PRESERVE ; ss w • 4 HACKBERRY 12 PRESERVE — • — — • — 5 HACKBERRY 14 PRESERVE• 6 HACKBERRY 12 PRESERVE I 7 HACKBERRY 12 PRESERVE —'0 8 • / 8 HACKBERRY 12 PRESERVE — 9 HACKBERRY 20 PRESERVE m ` • ® 10 HACKBERRY 18 PRESERVE a' ® ® - 11 ELM 20 REMOVE 12 ELM 24 REMOVE 7 U Snow nuT nAa s4 cT. _ _ _ _ 13 ELM 36 REMOVE W " ______ IXa W 14 HACKBERRY 14 REMOVE IX�w IS HACKBERRY 28 REMOVE 16 ELM 12 REMOVE 17 ELM 20 REMOVE W 18 HACKBERRY 30 REMOVE ( \ HACKBERRY 12 REMOVE EAST DALLAS ROAD 20 HACKBERRY 12 REMOVE EXISTING TREE TO REMAIN.TYP. 21 ELM 12 PRESERVE TREE PROTECTION TO BE INSTALLED 22 HACKBERRY 36 PRESERVE PER DETAIL A,SHEET L1.0 TOTAL CALIPER 390 lUj !} TOTAL PRESERVED CALIPER 202 /y TOTALREMOVEDCAUPER 788 Ry I—W Q TOTAL CAMPER PLANTED 66 TOTAL CAMPER TO PAID INTO TREE FUND 122 W Q N _- (CITY BASED SCHEDULE OF FEES) W �W z J 0j a Q LQ V p� E I gg� ,�`ve�fl�` 9 C s Ea CASE NAME: H3 HEADQUARTERS v S CASE NUMBER: CU22-30 * Y LOCATION: �9 ass F F OF MAYOR SECRETARY 0710&2022 DATE: PLANNING AND ZONING COMMISSION LO B NO.D 8310.002 Imm CHAIRMAN GRAPHIC SCALE IN FEET DESIGNED 9Y: DATE: KLS CHEOIED BY: SHEET: IZ OF:�2 NIP p TREE REPLACEMENT PLAN 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFUCT H3 HEADQUARTERS DATE. 07-09-2022 WITH ANY CODES OR ORDINANCES. LOT I,BLOCK I,ESTHER MOORE ADDITION 3 CONDITIONAL USE REQUEST UNCTION I A REQUEST VE TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR City of Gnpev0 Ta r tCouMy,Tens ` STORAGE IN CONJUNCTION WITH THE DEVELOPMENT Of A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR 0.zone: es sNEET: PLANNING SERVICES DEPARTMENT to�'M L1.1 �'€ Drte of Pnpantfenaune 6th,7M2 �; I PLANTING NOTES AND SPECIFICATIONS 1. ALL TREES SHALL HAVE STRAIGHT TRUNKS:A CENTRAL LEADER AND BE MATCHING WITHIN VARIETIES I t; 2. ALL PLANT AND TREE HEIGHTS AND SPREADS ARE MINIMUMS.ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS 1 ' EXPOSE 1'OF TOP OF INDICATED. NOTES: ROOTBALL IN PUNTING TRANSITION EDGE CONCRETE EDGE 1. TREE TO BE PLANTED IN SOIL WITHOUT HIGH MIX,COVER W/MULCH, 3. SOIL MIX FOR ALL PLANTING AREAS SHALL BE MANUFACTURED SOIL.CONSISTING OF MANUFACTURER'S BASIC TOPSOIL CONTENT OF CLAY OR HIGH CONTENT OF SAND. TOP OF ROOTBALL TO W WOOD MULCH 2 ANY TREE PRUNING AT THE TIME OF INSTALLATION BE I"HIGHER THAN OR DECOMPOSED Z . BLENDED IN A MANUFACTURING FACILITY WITH SAND,STABILIZED ORGANIC SOIL AMENDMENTS,AND OTHER MATERIALS TO SHALL BE COORDINATED WITH OWNER'S I KEEP ROOT FLARE EXPOSED ADJACENT GRADE GRANITE,PER PLAN ^f \ PRODUCE VIABLE PLANTING SOIL.MANUFACTURED SOIL SHOULD ACHIEVE PH OF 5 TO 7.5 AND MINIMUM OF 4 PERCENT SHALLREPRE E COORDINATED ORGANIC-MATTER CONTENT,FRIABLE,AND WITH SUFFICIENT STRUCTURE TO GIVE GOOD TILL AND AERATION. BIODEGRADABLE LOCK T 3.INSTALL STAKING SYSTEM AS PER 3"WOOD MULCH OR PLANT SPACING MANUFACTURER'S INSTRUCTIONS DECOMPOSED GRANITE PER PLAN 4. AMEND MANUFACTURER'S BASIC SOIL WITH COMMERCIAL FERTILIZER(1/2 POUND PER CUBIC YARD). i-� o " (MIN. PER TREE) � PER PLAN WWW.ARORRSTAKES.COM TEL.214-810-6678 BIODEGRADABLE STAKE �Jy S. IN TREE AND SHRUB PLANTINGS,APPLY AMENDED SOIL TO MINIMUM DEPTH OF 16-12 INCHES.FOR TURF AREAS.TILL 7'QUALITY / QUANTITY BASED ON CALIPER SIZE TOPSOIL INTO 4"DEPTH OF EXISTING SOIL. TREE /\ A) CONTRACTOR SHALL PREPARE AND FURNISH PROPER SUBGRADE ELEVATIONS FOR USE BY THE LANDSCAPE CONTRACTOR. STAKE LOCATION CENTERED / 3"WOOD MULCH OR DECOMPOSED p B) ALL TOPSOIL SHALL BE FREE OF STONES,ROOTS,CLODS,CONCRETE,BASE GAUCHE,CONSTRUCTION DEBRIS,AND ANY IN HOLE / / GRANITE PER PALN '-�� Ax� OTHER FOREIGN MATERIAL NOT BENEFICIAL FOR PLANT GROWTH -,K 1 y✓- /� �� w 6. ALL TREES AND SHRUB AREAS TO BE MULCHED TO A DEPTH OF 3 INCHES OF WOOD MULCH OR DECOMPOSED GRANITE,IN N IN v,� ADDMON TO THE MANUFACTURED SOIL.MAINTAIN A 6"CLEAR AREA FROM THE BASE OF THE TREE FREE OF MULCH TO ALLOW FINISH GRADE I=. OXYGEN EXCHANGE. \\ \ \\ BACKfILL PLANTING PIT WITH PREPARED €- 7. LAY SOD WITHIN 46 HOURS OF HARVESTING.DO NOT LAY SOD IF DORMANT OR IF GROUND IS FROZEN OR MUDDY, PIANITING SOIL MIX AS SPECIFIED_,L _ //A _ //A SUBGRADE.SEE 7 T MIN.PLANTING SOIL C J P / / _ \\ \\ SPECIFICATIONS PER SPECIFICATIONS - B. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS.BUTT ENDS AND SIDES OF SOD:DO NOT STRETCH OR OVERLAP. �' 'r dT _ / r / = SCARIFY SURFACE PRIOR TO BACKHLLING DIMENSION OF STAGGER SOD STRIPS OR PADS TO OFFSET JOINTS IN ADJACENT COURSES.AVOID DAMAGE TO SOIL OR SOD DURING fxl r`xa TO IMPROVE ROOT PENETRATION PLANT MATERIAL AS ADJACENT CONCRETE (' PLANT SPACING INSTALLATION.TAMP AND ROLL LIGHTLY TO ENSURE CONTACT WITH SOIL ELIMINATE AIR POCKETS,AND FORMA SMOOTH - - SHOWN ON PLANS PAVING MAY VARY(SEE SURFACE.WORK SIFTED SOIL OR FINE SAND INTO CRACKS BETWEEN PIECES OF SOD:REMOVE EXCESS TO AVOID SMOTHERING NOTE: PLANT SCHEDULE) a a SOD AND ADJACENT GRASS. 2 TIMES TREE CONTAINER SIZE TAMP TO PREVENT SETTLEMENT [�lNT USING TRIANGULAR SPACING A) LAY SOD ACROSS SLOPES EXCEEDING 1:3. VMIN.CLEARANCE ON ALL SIDESLESS OTHERWISE NOTED ` B) ANCHOR SOD ON SLOPES EXCEEDING 1:6 WITH WOOD PEGS OR STEEL STAPLES SPACED AS RECOMMENDED BY SOD UNDISTURBED SUB-GRADE MANUFACTURER BUT NOT LESS THAN TWO ANCHORS PER SOD STRIP TO PREVENT SLIPPAGE. 9. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING.DURING FIRST WEEK AFTER PLANTING,WATER DAILY A TREE PLANTING WITH ARBOR STAKES SCALE:1/7'=1'-0" B SHRUBS PLANTING DETAIL SCALE:NTS OR MORE FREQUENTLY AS NECESSARY TO MAINTAIN MOIST SOIL TO A MINIMUM DEPTH OF 1-1/2 INCHES BELOW SOD. a a a 10. GENERAL:MAINTAIN AND ESTABLISH TURF BY WATERING,FERTILIZING,WEEDING,MOWING,TRIMMING,REPLANTING.AND NOTES: PERFORMING OTHER OPERATIONS AS REQUIRED TO ESTABLISH HEALTHY.VIABLE TURF.ROLL REGRADE,AND REPLANT BARE OR I. LAY SOD THE SAME DAY AS DELIVERY ERODED AREAS AND REMULCH TO PRODUCE A UNIFORMLY SMOOTH TURF.PROVIDE MATERIALS AND INSTALLATION THE SAME 2. REMOVE WEEDS,TRASH AND ANY ROCKS OR CLUMPS OF SOIL LARGER THAN 1". AS THOSE USED IN THE ORIGINAL INSTALLATION. 3. EXCAVATE EXISTING SOIL TO ALLOW FOR INSTALLATION OF QUALITY TOP SOIL AT A MINIMUM DEPTH OF C,IN ALL AREAS TO RECEIVE SOD. 11. MOW TURF AS SOON AS TOP GROWTH IS TALL ENOUGH TO CUT.REPEAT MOWING TO MAINTAIN SPECIFIED HEIGHT WITHOUT 4. TILL 7'OF QUALITY TOP SOIL TO A DEPTH OF 4"IN ALL AREAS TO RECEIVE SOD. CUTTING MORE THAN ONE-THIRD OF GRASS HEIGHT.REMOVE NO MORE THAN ONE-THIRD OF GRASS-LEAF GROWTH IN INMAL S. FINE GRADE TILLED AND PREPPED SOIL PER GRADING PLANS TO MINIMIZE DRAINAGE ISSUES. p OR SUBSEQUENT MOWINGS. 6 WATER SOIL UNTIL LIGHTLY MOISTENED BEFORE LAYING SOD. 7 LAY SOD ALONG SIDEWALK EDGE AND WORK OUTWARD,MAKING SURE ALL PIECES ARE ROLLED OUT IN THE SAME Q E 12. TURF INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA AS DETERMINED BY LANDSCAPE ARCHITECT: DIRECTION. A) SATISFACTORY SODDED TURF:AT END OF MAINTENANCE PERIOD,A HEALTHY,WELL-ROOTED.EVEN-COLORED,VIABLE 8. LAY SOD IN A STAGGERED BOND PATTERN,ENSURING THAT EDGES ARE BUTTED UP TIGHTLY AGAINST EACH OTHER, TURF HAS BEEN ESTABLISHED.FREE OF WEEDS,OPEN JOINTS,BARE AREAS,AND SURFACE IRREGULARITIES. LEAVING NO GAPS AT SEAMS. DECOMPOSED GRANITE RIVER ROCK J - B) SATISFACTORY SEEDED TURF:AT END OF MAINTENANCE PERIOD,A HEALTHY,UNIFORM,CLOSE STAND OF GRASS HAS BEEN 9. FERTILIZE SOLID SOD USING A HIGH PHOSPHATE STARTER PER THE MANUFACTURER'S RECOMMENDATIONS. e _ ESTABLISHED,FREE OF WEEDS AND SURFACE IRREGULARITIES,WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. 10. WATER SOLD SOD AREA,KEEPING THE AREA MOIST FOR TWO WEEKS OR UNIIL FULLY ESTABLISHED. PLANTING BED FINISH GRADE TURF FILTER FABRIC 'p Q I L AFTER TWO WEEKS.REPLACE ANY DEAD OR DECLINING AREAS OF SOD. FT.AND BARE SPOTS NOT EXCEEDING 5 BY 5INCHES. i/7 1/7-- I) M _m IIBRBR 13. STEEL EDGING SHALL BE INSTALLED FOR THE FOLLOWING INTERFACES: gpJgCENT _ "-TURF TO SHRUBCONCRETE-TURF TO GROUNDCOVERVER TO-GROUNDCOVER TOGOUONCOVNAL OERRSOLOSODROOTZONEli_ 13. USE SPECIFIED MATERIALS TO REESTABLISH TURF THAT DOES NOT COMPLY WITH REQUIREMENTS,AND CONTINUE MAINTENANCE _ :.z UNTIL TURF IS SATISFACTORY. .�` " f PREPARED AND TILLED TOP - 1/9k 4"COL-h1Ei STEEL EDGING i b"STEEL STAKE AT 5'O.C. r 1 14. SPECIAL WARRANTY:INSTALLER AGREES TO REPAIR OR REPLACE PLANTINGS AND ACCESSORIES THAT FAIL IN MATERIALS, /������ � SOIL/EXISTING COURSE (BLACK)OR APPROVED EQUAL (INSTALL PER MANUFACTURER) W WORKMANSHIP,OR GROWTH WITHIN SPECIFIED WARRANTY PERIOD. �����f- I- (-III III-III III III III ILI- A) FAILURES INCLUDE,BUT ARE NOT LIMITED TO,THE FOLLOWING: /`/ III III ( III-III-III- ((-III III-I I(�-EXISTING SUBGRADE A)A) DEATH AND UNSATISFACTORY GROWTH.EXCEPT FOR DEFECTS RESULTING FROM ABUSE,LACK OF ADEQUATE I _) = -I((-III III III III III-III O MAINTENANCE,OR NEGLECTED BY OWNER. A1B) STRUCTURAL FAILURES INCLUDING PLANTINGS FALLING OR BLOWING OVER. _ 81 WARRANTY PERIODS:FROM DATE OF SUBSTANTIAL COMPLETION. -III-III= ( - B)A) TREES.SHRUBS,VINES,AND ORNAMENTAL GRASSES:12 MONTHS. W B)Bi GROUNDCOVERS,BIENNIALS,PERENNIALS,AND OTHER PLANTS:12 MONTHS. Ln 15. LANDSCAP E CONTRACTOR SHALL NOTIFY THE OWNER OF ANY QUESTIONS REGARDING APPLICATION OF PROPOSED PLANT C SOLID SOD ON PREPARED BASE SCALE:1"=F-U' D STEEL EDGING SCALE:1"=1'-0" w Q O MATERIAL PRIOR TO INSTALLATION-ESPECIALLY QUESTIONS THAT MAY AFFECT OR ALTER THE WARRANTY OF W Q SAID MATERIAL. �U w 0 16. REMOVE ALL STONES AND DEBRIS LARGER THAN 1 INCH IN ANY DIMENSION ON THE SURFACE IN AREAS WHERE PLANTING OR NOTES: �// j CC L'! IA 1. STABIUZER TO BE A PATENTED,NON-TOXIC. TURF IS APPLIED. Q cr Z ORGANIC,COLORLESS AND ODORLESS, J 17. ALL QUANTITIES SHOWN ON PLANS TO BE VERIFIED BY LANDSCAPE CONTRACTOR.LANDSCAPE CONTRACTOR SHALL BE CONCENTRATED POWDER WHICH BINDS Z - DECOMPOSED GRANITE. LLI RESPONSIBLE FOR INSTALLING ALL LABELED PLANT MATERIAL ON PLANS. 2. CONTACT:STABIUZER SOLUTIONS,INC. W O_ 18. ALL FINAL SHAPING AND RAKING OF THE TOPSOIL/FINISH GRADES SHALL BE REVIEWED BY OWNER PRIOR TO APPUCATION OF I- OR APPROVED EQUAL. =Q LQ 3. COOMPACTMPACT D DEE OR GRANITE IN 7'LIFTS, fy) PLANT MATERIAL.BERMS,IF REQUIRED SHALL BE INSTALLED IN 12 INCH LAYERS/LIFTS AND COMPACTED.EXCESSIVE SLOPES ON HAND-TAMP WHEN PLACING ADJACENT TO WALLS, BERMS WHICH MAY CAUSE MAINTENANCE PROBLEMS SHALL BE REVIEWED BY THE OWNER. PLANTING AREAS,OR IRRIGATION SYSTEMS. _ 4. CONTRACTOR SHALL PROVIDE GRANITE SAMPLES 19. VERIFY EXISTENCE OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR SITE WORK AND PLANTING. FOR APPROVAL PRIOR TO CONSTRUCTION OF MOCK UP. 20. CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT EXISTING UTILITIES AT ALL TIMES. 21. ANY EXISTING SITE IMPROVEMENT OR UTILITY REMOVED.DAMAGED,OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AND APPROVED BY THE FILTER FABRIC WRAPPED UP RESPECTIVE UTILITY AT THE CONTRACTOR'S EXPENSE. TO ADJACENT PAVING u 22. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION ANY DAMAGES DONE TO STABILIZED DECOMPOSED GRANITE, ADJACENT EXISTING FENCES,CONCRETE ISLANDS,STREET PAVING,CURBS,SHRUBS,TREES,DRIVEWAYS,ETC.,SCHEDULE TO REMAIN 3/8"MAX.INDIVIDUAL FINES PAVING B TE 6(NO SEPARATE PAY ITEM). 1/7' - 23. TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTORS NEGLIGENCE DURING CONSTRUCTION SHALL BE CASE NAME: H3 HEADQUARTERS MITIGATED AND REPLACED AT CONTRACTOR'S EXPENSE. CASE NUMBER: CU22-30 LOCATION: ,q tas P > 24. TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE CONSTRUCTION PROCESS.MAINTENANCE MAY INCLUDE,BUT - E OF IS NOT LIMITED TO:WATERING THE ROOT PROTECTION ZONE,WASHING FOLIAGE,FERTILIZATION,PRUNING,ADDITIONAL MULCH - _---_-_ _-_- MAYOR SECRETARY APPLICATIONS,AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT. DATE 07/08/2022 'a 25. ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT ADDRESSED ON PLANTING PLANS SHALL BE HYDROMULCHED AS COMPACT SUOGRADE TO DESCRIBED ON PLANS. 95%PROCTOR DENSITY PLANNING AND ZONING COMMISSION JOB NO. 8310.002 26. EXISTING ROOTS SHALL BE CUT WITH A ROCK SAW OR BY HAND,NOT BY AN EXCAVATOR OR OTHER ROAD CONSTRUCTION DBnwN av: EQUIPMENT. E STABILIZED DECOMPOSED GRANITE SCALE:1"=1'-0" CHAIRMAN 1MM DESIGNED BY: DATE: KLS CHECKED BY: SHEET: 14 OF:22 NIP LANDSCAPE NOTES&DETAILS for 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS DATE: 07-08-2022 9 LOT I,BLOCK I,ESTHER MOORE ADDITION CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR WITH ANY CODES OR ORDINANCES. City of Grapevine,Tarrant County,Texas lit STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR PLANNING SERVICES DEPARTMENT 0.�nea_ SHEET: .6 Date of Preparation:June lith,2022 L2.1 i IRRIGATION NOTES: 1.IRRIGATION PLAN IS SCHEMATIC.ALL PIPING HEADS,VALVES,ETC.SHALL BE LOCATED AS SHOWN ON THE DETAILS.REPORT ANY DISCREPANCIES BETWEEN ACTUAL AND PROPOSED SITE CONDITIONS TO THE OWNER.DO NOT PROCEED WITH WORK UNTIL SAID DISCREPANCIES ARE RESOLVED. 2.VERIFY THAT THE WORK OF OTHER CONTRACTORS/TRADES IS SUFFICIENTLY COMPLETE TO ALLOW COMMENCEMENT OF IRRIGATION INSTALLATION PRIOR TO BEGINNING OF WORK.CONTRACTORS SHALL COORDINATE INSTALLATION OF ALL IRRIGATION SLEEVES UNDER ttPE'K'COPPER FROM WATER PAVEMENT WITH OTHER CONTRACTORS. MEI'ER 45°ELL TO REQUIRED DEPTH VALVE BOX.SIZED PER LOCAL FINISH GRADE 3.COORDINATE IRRIGATION INSTALLATION WITH THE WORK OF OTHER CONTRACTORS/TRADES AND PROTECT THE WORK OF OTHER CODE AND T B ACCOMODATE DOUBLE CHECK DVCA ASSEMBLY � CONTRACTOR/TRADES.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES RESULTING FROM HIS ACTIONS. VALVE ASSEMBLY 4.THE IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO COPIES OF THE PARTS LIST AND MANUFACTURER'S CATALOG `' ! y. SHOWING PERFORMANCE,QUALITY AND FUNCTION OF EACH ITEM OF EQUIPMENT IN THE SYSTEM.IN ADDITION,THE IRRIGATION MINIMUM o CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF THE SYSTEM. ` -�--FLOW 5.PRIOR TO THE ACCEPTANCE OF IRRIGATION SYSTEM BY OWNER,A PERSON QUALIFIED TO REPRESENT THE IRRIGATION CONTRACTOR 9" SHALL BE PRESENT AT THE FINAL INSPECTION TO DEMONSTRATE THE SYSTEM AND PROVE ITS PERFORMANCE PRIOR TO THE INSPECTION. INIMUM FINISH GRADE ALL WORK SHALL HAVE BEEN COMPLETED,TESTED,ADJUSTED,AND PLACED IN OPERATION. 0 �I 6.WORK MUST BE GUARANTEED FOR TWO YEARS. BRICK SUPPORT CONT, I � 7.IRRIGATION SYSTEM INSTALLATION TO BE PERFORMED IN ACCORDANCE WITH ALL PERTINENT CODES AND ORDINANCES. 2 LAYERS MIN. k S.NO PVC PIPING SHALL BE LOCATED UNDER TREE ROOTBALLS. 9.THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. ANY UNDERGROUND OR _, ABOVEGROUND CONSTRUCTION IS LOCATED AS TO SIGNIFICANTLY HINDER INSTALLATION OR FUNCTION OF THE IRRIGATION SYSTEM, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 10. MAIN LINE PIPING AND LATERAL PIPING MAY BE PLACED IN SAME TRENCH WHEN POSSIBLE.MAIN LINE PIPING SHALL BE INSTALLED FLOW - 6"DEPTH PEA FLOW y BRICK SUPPORT CONT. „. IN BOTTOM OF TRENCH WITH LATERALS ON TOP. GRAVEL FILL ? 2 LAYERS MINIMUM MAINLINE PIPING TO SIT.SLEEVES SHALL BE INSTALLED WHEREVER PIPES RUN UNDER PAVEMENT.SLEEVES SHALL BE SCH 40 AND A MINIMUM OF TWO PIPE REQUIRED DEPTH ZES LARGER THAN THE PIPE. 12.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL POWER TO ALL CONTROLLERS. A DOUBLE CHECK VALVE ASSEMBLY SCALE:NTS B WYE STRAINER SCALE:NTS 13.PRIOR TO BEGINNING OF WORK,CONTRACTOR SHALL VERIFY MINIMUM STATIC PRESSURE AT THE POINT OF CONNECTION OF «65»PSI.IF THE STATIC PRESSURE IS LESS THAN«45-PSI AT THE POINT OF CONNECTION,STOP WORK,NOTIFY ENGINEER AND DO NOT PROCEED UNTIL INSTRUCTED BY ENGINEER. 14.ATTACH A PREPRINTED,HEAVY DUTY PLASTIC SERIALIZED TAG TO EACH CONTROL VALVE WITH'IS ASSOCIATED CONTROLLER STATION NUMBER.TAGS SHOULD BE AS SUPPLIED BY RAINBIRD OR APPROVED EQUAL. 15.THE PIPE SHOWN IN PAVED AREAS WITHOUT SLEEVES IS SHOWN IN THESE AREAS FOR PURPOSE OF DRAWING CLARITY.PIPE TO BE IN ET BASED CONTROLLER AS SPECIFIED NEAREST UNPAVED LOCATION. WITH KEYED LOCK OR PADLOCK o 16.THE IRRIGATION CONTROLLER(S)SHALL BE EQUIPPED WITH RAIN/FREEZE SENSOR(S).MOUNT THE TRANSMITTER(S)IN AN OPEN AREA CONTROL WIRE AND COMMON AS DIRECTED BY THE OWNER. T20 VOLT POWER AND WIRE CONNECTIONS °3 GROUND CONNECTIONS CONDUIT TO IRRIGATION CONTROLLER TEMPORARY RISER AND PAVEMENT FINISH GRADE ` € 17.ALL BACKFLOW INSTALLATIONS AND CONNECTIONS TO CITY WATER LINES MUST BE PERMITTED SEPARATELY BY THE CITY INSPECTION FINISHED FLOOR ELEVATION CAP SOLVENT STAFF. GROUNDING WIRE WELD CAP TO RISER J 3 GROUNDING ROD 6 Q 18.THE IRRIGATION SYSTEM SHALL BE MAINTAINED IN ITS PROPER WORKING ORDER DURING THE 2 YEAR MAINTENANCE PERIOD. 19.ALL WIRING SHALL BE RATED FOR DIRECT BURIAL. OF DIRECT BURIAL WIRES TO = m REMOTE CONTROL VALVES c a 3 INSPECTION NOTES: DRIP NOTES: RISER AND'ELU 1.HEADS SHALL NOT SPRAY ON IMPERVIOUS SURFACES. 1.AIR RELIEF VALVE TO BE PLACED N m AT HIGH POINT IN BED. 90 ELL(TYP.) 2.HEADS SHALL NOT SPRAY ON WALLS OR FENCES. NOTE: O 18"FOR NON PRESSURIZED LATERAL 2.FLUSH VALVE TO BE PLACED AT CONDUIT TO IRRIGATION SYSTEM SLEEVE AS SPECIFIED m' 24"FOR MAINLINE i. ELECTRICAL POWER TO BE SUPPUED BY OTHERS. 3.HEADS SHALL NOT BE CLOSER THAN 4INCHES OF THE EDGE OF LOW POINT IN BED ON EXHAUST 2. ALL WIRING TO BE INSTALLED PER LOCAL PROVIDE SEPARATE W HARDSCAPE. UNE. CODES, 2,CHASE FOR 3. SEE ELECTRICAL PLANS FOR EXACT LOCATION CONTROL WIRING 4.NO DRINKING DOMESTIC USES ALLOWED ON IRRIGATION LINES,NO 3.THESE LAYOUTS ARE TYPICAL OF CONTROLLER. O SWIMMING POOL USE OR FOUNTAINS. AND ARE SUBJECT TO CHANGE DUE 4. CONTROLLER TO BE MOUNTED APPROXIMATELY TO SITE CONDITIONS SUCH AS 5'-0"ABOVE FINISHED FLOOR ELEVATION. S.CONTRACTOR SHALL COMPLY WITH ALL INSPECTION REQUIREMENTS OF GRADING. THE MUNICIPALITY. 4.IRRIGATION LATERAL LINES FEED 6.FOR FINAL INSPECTION,IRRIGATOR'S REPRESENTATIVE MUST BE PRESENT. SUPPLY HEADERS. Cl WALL MOUNT CONTROLLER SCALE:NTS D SLEEVE INSTALLATION SCALE:NTS O a a x Q a~ SECTION VIEWLu LLJ Q �> o wCL G =Q W ELL CROSS TEE PLAN VIEW - TIE A 2,"NCH LOOP IN ALL N�� WIRING Ai CHANGE$ORDIRECTION OF 30°ORGREATER.UNTIE AFTER ALLCONNECTIONS HAVE - � �E�rf BEEN MADE. » *St,�"' WYE 45°ELL 45°ELL ....................... . .. RUN WIRING BENEATH AND ALL SOLVENT WELD PLASTIC -EL NOODY_ CASE NAME: H3 HEADQUARTERS BESIDE MAINLINE.TAPE AND PIPING TO BE SNAKED IN NOTES: 1 UNDISTURBED SOIL(TYP.) 20529 BUNDLE AT 10-FOOT INTERVALS. TRENCH AS SHOWN. i. SUPPLY LINES 2-1/2'IN DIAMETER OR ❑ CASE NUMBER: CU22-30 0 URGER SHALL RECEIVE CONCRETE 2❑ CONCRETE THRUST BLOCK(ttP.) LOCATION: Gp NOTES: THRUST BLOCKS. 3❑ PIPE(TYP.) E 1" 1. SLEEVE BELOW ALL RARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC 2. SEES PECIFICATIONS FOR AMOUNT OF MAYOR SECRETARY PIPE,TWICE ME DIAMETER OF THE PIPE OR WIRE BUNDLE WRHIN. CONCRETE TO BE USED FOR tHRUST ❑4 REBAR BENT AROUND FTTIING(TYP.1 mnlazozz 2. FOR PIPE AND WIRE BURIAL DEPTHS,SEE SPECIFICATIONS. BLOCK. ❑5 FITTING(TYP.) DATE: a 3. CONTROLLER WIRE BURIED WITHOUT CONDUR SHALL BE RATED FOR DIRECT BURIAL. PLANNING AND ZONING COMMISSION JOB No. 8310.002 DRAWN BY: 1MM rE] PIPE AND WIRE TRENCHING SCALE:NTS F THRUST BLOCK SCALE:NTS CHAIRMAN DESIGNED BY: DATE: 1MM CHECKED BY: SHEET: 18 OF:?2 NIP 5'a IRRIGATION NOTES&DETAILS for DATE: APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS 07-08-2022 CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR WITH ANY CODES OR ORDINANCES. LOT 1.BLOCK I,ESTHER MOORE ADDITION _gam City of G.Pea 7 Tamnt County,Texas ag STORAGE IN CONJUNCTION BATH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR 0.83a wes SHEET: PLANNING SERVICES DEPARTMENT Zone:U Date of Preparation:June Gth,2022 L3.1 i REMOTE CONTROL VALVE 3/4"DISC FILTER BUBBLER SPRAY NOZZLE - Li SCHEDULE 80 UNI0N i PVC MAINLINE - na i„( - PVC OR POLY o LATERAL LINE z O O --- ITX IWVALVE 3 1 � BOX BUBBLER BODY 3 T O SPRAY BODY - - Y 4"MIN. O - - z POLY RISER , o_ mi CURB °CI 4 TO PVC ELL CURS K fO OR WALK _ �r � °f f` WALK �. POLY U� It, PVC ELL f i -� ry l FLEXIBLE PVC-IT' MINIMUM LENGTHS � I LATERAL LINE FLEXIBLE PVC IT MIN.LENGTH -. BRICK SUPPORT(1® 6"DEPTH WASHED -.. LATERAL LINE EACH CORNER) PEA GRAVEL x A POP UP BUBBLER SCALE:NTS BI ROTARY SPRAY HEAD SCALE:NTS _C1 DRIP REMOTE CONTROL VALVE SCALE:NTS IRX- a a s NOTES: 1.PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND,FOUR FEET IN LOAM. AND FIVE FEET IN CLAY, 2.AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR FINISH GRADE ELBOWS.USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF = 6 FINISH GRADE DIRECTION. DRIP INDICATOR SOIL MULCH OR ROCK/GRAVEL VALVE BOX, PER PLAN SEE SPECS. rc 1/2"FPT CONNECTION LINE FLUSHING VALVE 3 g FROM LATERAL (PLUMB TO PVC) LATERAL PIPE ADJACENT AREA z (3)BRICK SUPPORTS ''m PVC LATERAL(OR J PLANTER BED - - EXHAUST HEADER) � c /�/. RN4H GRADE `�' m TURF/FINISH GRADE ,, , PVC REDUCE a' T" Y ADAPTERS X i/T'FPT (SIZE AS REQUIRED) m WASHED PEA GRAVEL Q SUMP 17IX 1TX 1T EASY FITINLINE DRIP COMPRESSION EMITTER #; TEE SWING JOINT SUB SURFACE DRIPLINE TIE DOWN STAKE O SCALE:NTS D DRIP INDICATOR ON SWING JOINT E DRIP TUBING INSTALLATION SCALE:NTS F DRIP LINE FLUSHING VALVE SCALE:NTS L021 X a OC a _ & OG :3 Lu g c Z_`Lu J LJJ 0- FINISH GRADE M w DRIP TUBING § 6"ROUND VALVE BOX DRIP TUBING 3 DRIP INSERT ADAPTER y AIR/VACUUM RELIEF _VALVE(PLUMB TO TUBING) _ L POLY TUBING- - 3/4''M%i/7 F 1"MINIMUMSIZE - - REDUCTION BUSHING # r # _ _ = 2-WAY ADAPTER TEE / JANEL xDWY - - (3)BRICK SUPPORTS CASE NAME: HEADQUARTERS '• CASE NUMBER:: CU22-30 . 28529oe ' - - 6"DEPTH WASHED P IR _ - - PEA GRAVEL MAYOR SECRETARY 07/oNz022 - _ DATE: PLANNING AND ZONING COMMISSION TDB NO. 8310.002 G DRIP START CONNECTION SCALE:NTS H DRIP AIR/VACUUM RELIEF VALVE SCALE:NTS CHAIRMAN DMWN BY: JMM DESIGNED BY: DATE: JMM CHECKED BY: SHEET: I�oF:?2 NIP E IRRIGATION DETAILS §8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT H3 HEADQUARTERS DATE: 07-08-2022 $' CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR WITH ANY CODES OR ORDINANCES. LOT I,BLACK I,ES7HEft MODRE ADDIfiON City Df Grapevine,Tamnt CnuMy,Tesu ij STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR O.B38 acres sxEEr: PLANNING SERVICES DEPARTMENT ZAne:U L3.2 Dte a of Pre-Aian:June 1112022