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HomeMy WebLinkAboutItem 02 - CU14-32 Grapevine Craft BreweryTO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE: AUGUST 19, 2014 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU14-32 GRAPEVINE CRAFT BREWERY r ----I i �`—---------- --- ��— Grapevine C-) APPLICANT: Blake Architects � Dupe Rq Lake t` I ..a ' LH. 1635 '-� The subject property is located at 906 and 924 Jean Street and is proposed to be platted as Lot 1 R1, Sy DFW s Hall-Johnson3 Airport 8 I Block 1, Hilltop Addition. The site contains T____V approximately 1.1289 acres. The property has 140 L l _ _ feet of frontage along East Dallas Road and 282 feet Made Rd. of frontage along Jean Street. o - REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the previously approved site plan of CU12-49 (Ord. 2013-03) for the possession, storage wholesale sales on -premise manufacturing (beer only) in conjunction with a brewery, specifically to allow an expansion outside seating and on -premise consumption of alcoholic beverages (beer only). Conditional Use Permit CU12-49 was approved by the City Council at the January 15, 2013 meeting on a portion of the subject site for the establishment of a 6,740 square foot brewery. The approval provided for wholesale sales of beer to restaurants and pubs along with providing free samples in conjunction with facility tours. With this request the applicant proposes to expand the site by incorporating a developed 0.626 acre parcel including an existing 5,960 square foot office warehouse into the previously approved site plan. The proposed brewery totals 10,284 square -feet; an 0:\ZCU\CU14-32.4 1 August 14, 2014 (10:36AM) increase of 4,324 square -feet. Total seating including indoor and outdoor seating is 72 seats. Total required parking for the proposed use is 36 spaces and there are 45 spaces provided. No outdoor speakers are proposed with this request. The operator of the use has applied for a Brewers Permit (B Permit) from the Texas Alcoholic Beverage Commission. The B Permit allows for on -premise consumption of the brewer's products on the brewer's premises. The operator intends to manufacture beer, allow for wholesale sales of the product to restaurants, bars and grocers and allow for on - premise consumption of the product. The City Council on June 17, 2014 approved AM14- 04 (Ord. 2014-36) which makes the B Permit accessible to brewers through the conditional use process. PRESENT ZONING AND USE: The subject property is currently zoned "LI" Light Industrial District and is partially developed with an office warehouse. HISTORY OF TRACT AND SURROUNDING AREA: The subject property and the immediate surrounding area were rezoned in the 1984 City Rezoning from 14' Light Industrial District to "LI" Light Industrial District. The site to the west received approval of Conditional Use Request CU99-23 (Ord. No. 99-80) in May 1999, amending the previously approved site plan in order to allow the retail sale and outdoor display of new medium sized trucks. Also on the site to the west Conditional Use Request CU96-24 (Ord. 96-77) approved by Council at their October 15, 1996 meeting established the truck leasing facility with the sale and repair of new and used heavy trucks and associated outside land uses. Conditional Use Request CU01-41 was considered and denied by Council at their August 21, 2001 meeting. At that meeting the applicant requested to expand the site for further inventory/outdoor display of new, medium -duty trucks. At the January 20, 2004 meeting Council approved a revised conditional use request CU03-54 (Ord. 2004-03) on the site to the west for an expansion of the main structure and an expansion to the site to be used for additional employee parking however neither expansion took place. Conditional Use Request CU08-07 (Ord. 2008-19) was approved at the April 15, 2008 meeting on the site the west to allow for an automotive repair/collision repair center. The Site Plan Review Committee at their May 14, 2008 meeting in conjunction with recommendations from the City's Historic Preservation Officer approved exterior elevation revisions and enhanced landscaping on the site to the west. Conditional Use Request CU12-49 (Ord. 2013-03) was approved at the January 15, 2013 meeting on the subject site to allow for a brewery. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "LI" Light Industrial District — Sunbelt Rentals and a single story office building 0:2MCU14-32.4 2 August 14, 2014 (10:36AM) SOUTH: "LI" Light Industrial District - office EAST: "LI" Light Industrial District — manufacturing WEST: "LI" Light Industrial District - Grapevine Collision Center and Richards Auto Body Shop The subject tract is located within "Zone A" Zone of Minimal Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" Map. Few activities will be affected by aircraft sounds in "Zone A" except for sound sensitive activities such as auditoriums, churches, schools, hospitals, and theaters. The applicant's proposal is an appropriate use in this noise zone. The Master Plan designates the subject property as Commercial Low Intensity use. The applicant's request is in compliance with the Master Plan. The Thoroughfare Plan designates East Dallas Road as a Type C Minor Arterial, with a minimum 80 -foot right-of-way developed as four lanes with a turn lane. Jean Street is not designated a thoroughfare as shown on the City's Thoroughfare Plan. /at 0:\ZCU\CU14-32.4 3 August 14, 2014 (10:36AM) PART T. APPLI( Applicant Name: Applicant Address: VE� WA-1-5e:�k City/State/Zip Phone No.4g*.Fax No. Email AddressQ&* Phone Applicant's interest in subject property PART 2. PROPERTY INFORMATION 0 Street Address of subject property I AT 4 ) 217it 47W SmAler Legal Description: LotBlockFC AdditionFWJt-L7**1w Actwirtoy 1 Legal description of subject property (metes & bounds must be described on 8 1/2" x 11" sheet Size of subject property: acres square footage F® Circle yes or no, if applies to this application: Present zoning classification Outdoor speakers Yes No Proposed use of property H%(*ap $"AlWy Zoning ordinance provision requiring a conditional use PART 3. PROPERTY OWNER INFORMATION Property Owner uuji Prop Owner Address 4 IL j 51 City/State/Zip -��, Tg i�, HPhone No. . sm Fax No. 1 I JUL 7 2014 ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document By ❑ In the same letter, describe or show on the site plan, and conditional requirements or conditions imposed u - - by applicable district regulations (example: buffer yards, distance between users) ❑ 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 will add to the value, use or enjoyment of other property in the neighborhood. ❑ Application of site plan approval (Section 47, see attached Form `B'). ❑ The site plan submission shall meet t e requirements of Section 47, Site Plan equirements. e e m ❑ All conditional use and conditional 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 maybe scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings maybe 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 conditional use permit can only be approved by city council through the public hearing process. ❑ / have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. O C • •'I 1• • M - • Z I • •=41WOZ001111 • ..• :11 :3 :41 WiIIIIIIIIIIIIIII ignature The State of I � V,--, County of QV- ro n Before me (notary) I Su,'SD('-A–,on this day personally appeared (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is sucribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this -5 l � t — day of , A.D. LA e SUSAN BATTE Notary PublicState of TexasMy Comm. Expires 06-23-2017 � X�� Notary In and For State of e Print Property Owner's Name Property Owner's Signature The State of County of Before me (notary) on this day personally appeared (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of A.D. Notary In and For State of i� JUL 7 2014 W1�4-�3'a * All conditional use and conditional 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 maybe 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 conditional use permit can only be approved by city council through the public hearing process. U / have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY F - Print Applicant's Name Applicant's Signature The State of County of Before me (notary) on this day personally appeared (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, (Seal) Given under my hand and seal of office thisF day of A.D. Notary In and For State of .s � tis c �, e.�+�) e— C"C Pf - el Print Property Owner's Name ® Prope rr*s Signature The State of County of Before me (notary) on this day personally appeared (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, (Seal) Given under my hand and seal of office thisF77 -,K- day of[ -.j A.D. � � (8-rD � U F, I M JUL 8 2014 ra Notary In and For State of -T &:y 0"s EDUARDO EGUSQUIVk 14eW"&.o� EUSEBIO MY COMMISSION EXPIRES Dewmbar28,2014 'E'= * Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions easements, roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( I bluelihe copy) * if a master development plan is required, attach a statement showing the proposed use substantially conforms to the master development plan, * Submit a site plan showing all information required by Section 47. E,, Site Plan review requirements (see attached requirements). r I Provide all required information demonstrating compliance with all conditions imposed on any conditional use, site plan zoning, or conditional use zoning. J All site plans must conform to the approved concept plan, Any changes to a site plan, approved with a conditional use or a conditional use, can only be approved by city council through the public hearing process. Print Applicant's Name Applicant's Signature The State of County of Before me (notary) on this day personally appeared (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and sea[ of office thisF- day of[ - - - --- -- I A.D[ Notary In and For State of Print Property Owners Name Property]iwn s Signature The State of I K q. 5 County of F � 4 �C4- Before me (notary)f 5cs:- 13 r 0 ,,1j Q,.;,on this day personally appeared (applicant) C - known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office thisday ofl j Lf L- y A.C. Notary In and For State of F T "�R'! A EUSEBIO EDUARDO EGUSQUVA 4 MY 00MMISSION EXPIRES DOWMber 28 2014 U JULL 2014 9 ACKNOWL&DOEMENT (2)j 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. rim-litif 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 four 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 shall 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 Planning 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 application have been met at the time -of •, Signature of Applicant Date Signature of Property Owner Date 1 -7'l / LLI) JUL 8 2014 �,ccru-3a Grapevine Craft Brewery, LLC c/o Gary Humble 2150 W Northwest Hwy STE 114-1094 Grapevine, TX 76051 Tel: 214.708.8091 June 30, 2014 Grapevine City Council Grapevine Planning & Zoning Commission c/o Development Services Depart 200 S. Main Street Grapevine, TX 76051 Re: Conditional Use Request for Grapevine Craft Brewery 906 & 924 Jean Street, Grapevine, Texas Dear Council members and Commissioners: Grapevine Craft Brewery, LLC is excited about the opportunity to bring the very first production microbrewery to Grapevine. We feel that the current winery environment in Grapevine in conjunction with the gain in popularity of craft beer in North Texas makes Grapevine a prime market for our microbrewery. Additionally, we have a strong desire to work with the city in providing yet another attraction to our great community and just one more reason for people to stop in and visit Grapevine. At this time, we would ask you to consider our request to: 1. allow a microbrewery use within the "Ll" zoning district. 2. allow for the on -premise manufacturing and storage of alcoholic beverages (beer) as part of this use request. 3. allow for weekly touring of our facility by the public. 4. allow for the on -premise consumption of alcoholic beverages (beer) and retail sales of alcohol in our taproom on premise. As a production microbrewery, our primary business and source of revenue is the wholesale of draft beer to restaurants and bars across North Texas, the wholesale of packaged beer (cans and bottles) to grocery and C stores, and the retail sales of beer for on -premise consumption at the brewery. The brewing process is fairly straight forward and does not require the use of toxic or potentially harmful chemicals. Beer is made primarily of four main ingredients: grain, hops, yeast and water. Beer manufacturing is an organic process where yeast cells metabolize sugars (starches) to release alcohol and CO2 as bi-products. We plan to employ a 30bbl (barrel) brewhouse with 90bbl and 120bbl fermenter tanks that will give 11��Mll I Lia I our facility a maximum capacity of 34,000 bbls/year. The state of Texas legally defines a "microbrewery" as a brewery with less than 75,000 bbls/year of production. We do not believe that our operations will have any negative impact on our neighbors and the surrounding area. In fact, we would hope that our improvements to the property are viewed as a valuable asset to the community and something that would make our neighbors proud. I (Gary Humble, the owner) started Grapevine Craft Brewery in September 2012. Since launching our brand into the market in November 2013, our products are now represented in over 800 locations throughout North Texas and the Austin metro area at the time of writing this letter including major grocery chains like Kroger, Central Market, Whole Foods and Costco to name a few. Additionally we are on tap at notable major venues such as Globe Life Park, home of the Texas Rangers and the Dell Diamond, home of the Round Rock Express triple A ball club. In June 2014, we marked our first month with sales of over $100,000 in a one month period and are on track to do over $1.2M in revenue this year, our first full year of business. We are excited and passionate about bringing this growing business to downtown Grapevine, Texas, our brewery's namesake and our home. That said, building a brewery is not only about starting a profitable business and making great beer. For me, it's about operating my business in a manner that makes Grapevine Craft Brewery a meaningful part of this community. Since starting our company in 2012, we've been able to partner with great local organizations like GRACE, the Women's Division of the Grapevine Chamber, Grapevine Rotary Club, Lake Grapevine Runners and Walkers, and other organizations across DFW. As our business becomes profitable, we will continue our commitment to give back 5% of our profits back into local community organizations that are in the business of doing good for our citizens. My wife and I own a home in Grapevine and have lived here now for six years. It has been an absolute pleasure getting to meet members of the city staff and council as well as from the Grapevine Chamber and the Convention and Visitors Bureau. We are very excited about the opportunity to work with the city and be part of a community that we love and support Thank you for your time and consideration for our request. Sincerely, Gary Humble JUL 7 2014 q /-3� cRdtF7i3 &-e-&) 6R -Y' complied - case having come before the City Councilof - City of Grapevine,Texas, after all -! •requirements,• prerequisites having • - complied and - City Councilof the City of •;Texas,at . 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: of the I OX411 Q a WHEREAS, the City Council of the City of Grapevine, Texas, at a public heari . if called by the City Council of the City of Grapevine, Texas, did consider the following acto in making a determination as to whether this requested conditional use permit should granted or denied; effect on the congestion of the streets, the fire hazards, panics a other dangers possibly present in the securing of safety from same, the effect on t promotion of health and the general welfare, effect on adequate light and air, the effect the overcrowding of the land, the effect on the concentration of population, the effect 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 I'm Ianllffln Lne TIFT LU conserve the value of buildings and encourage the most appropriate use of land throughout this City; and parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined thai 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 ,?t large, the citizens of the City of Grapevine, Texas, and helps promote the general health, Qafety and welfare of this community. OR NO. 2 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section •'• Ordinance No. 82-73 th m Md 14 I'M or - 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 zoni map of the City of Grapevine, Texas, to reflect the herein conditional use •- e • -•, p esigned 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 transwortation, water, sewerage, drainage and surface water, L)arks 2,jV o4e i alt Fit T ate F i o'TTs0M-vMe-77M47[7 us in ess, commerciw 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 wo wo HARMIURRIMU•R t r-- R& d 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 #4'i: direct conflict with the provisions of this ordinance. ORD. NO. 3 Section 6. That the terms and provisions of this ordinance shall be deemed to severable and that if the validity of the zoning affecting any portion of the tract or tracts land described herein shall be declared to be invalid, the same shall not affect the validi of the zoning of the balance of the tract or tracts of land described herein, I Section 7. That any person violating any of the provisions of this ordinance sh be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a su not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deem committed upon each day during or on which a violation occurs or continues. I 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 01 GRAPEVINE, TEXAS on this the 19th day of August, 2014. �161* iiiM.-M ORD. NO. 4 60.66' t4V, 7'48"5 EAST ®ALLA5 ROAD (410' R.O.W.) 20'7,00' N69°49'20"W LOT:IR BLOCK:I HILLTOP ADDITION CITY OF 6RAPEVINE TARRANT COUNTY,TEXA5 SITE FLAN SGAI.G r• NORThf O 5 15 50 DUMP5TER FRONT ELEVATION i FRE"J-1 ro H4TCH PUILDIN6 PALACE .I DUMPSTER SIDE ELEVATION SITE DATA SUMMARY CHART EXI5TIN6 ZONING LI PROPOSED ZONING LI LAND U5E DESIGNATION (LUD) COMMERCIAL LOW INTENSITY 68055 ACREAGE 1.1289 ACRE5 41,1"79 5F NET ACREAGE 1.125q ACRES 49171 5F BUILDIN6 COVERAGE 50%(REQUIRE5) 21%(PROVIDED) AREA OF OPEN SPACE 17,624 SF PERCENTAGE OF OPEN SPACE 15% MIR(REQUIRED) 36%(PROVI0ED) AREA OF IMPERVIOUS COVERAGE 31$55 5F PERCENTAGE OF IMPERVIOUS C.OVERA6E 65% MAX(REG2UIRED) 64%(PROVIDED PROPOSED 501-MIN6 AREA (FOOTPRINT IN 50. FT. W PORCI4E5) 340 10,284 5F 10,284 5F NUMBER OF 5TORIE5 2 1/2 STORIEVREQUIRED) I (PROVIDED MAXIMUM BUILDING HEIGHT 50 FEET (REQUIRED) 26'-6" (PROVIDEC PROF05ED FLOOR AREA 10,284 SF _ REOUIRED PARKING MANUFACTURIN6 OFFICES 5EATIN6 AREA TOTAL (11,13-7/1000)= 10 (200/150)= 2 (72 5EAT5/3)= 24 36 PROVIDED PARKING SPACES STANDARD 41 HANDICAP 4 TOTAL 45 OUTSIDE GOURTYARD 15 FOR THE PURPOSE OF BUILDING BU51NE55 CLIENT RELATIONSHIPS. EXTERIOR COURTYARD TABLE 4 CHAIRS TO BE LARGE OUTDOOR FURNITURE EQUAL TO KONTIKI OUTDOOR DINING SET. CONDITIONAL USE REQUE5TED GUI4-32 15 A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF CUI2-41 (ORD. 2013-03) FOR THE POSSESSION, STORAGE, V440LE5ALE SALES, ON-PREMI5E MANUFACTURING (BEER ONLY) IN CONJUNCTION WITH A BRENERY, SPECIFICALLY TO ALLON AN EXPANSION, OUTSIDE SEATING AND ON -PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER ONLY). THE ENTIRE SITE 15 THE PREMISE LIGHT FIXTURES INCLUDING THE BASE SHALL 13E MOUNTED NO HIGHER THAN THE H16HEST POINT ON THE PRIMARY STRUCTURE OR 28.15 FEET IN HEIGHT. LIGHTING LEVELS AT THE PROPERTY LINES, INCLUDING ON-PREI5E 516NA5E MAY NOT EXCEED 5.0 FOOT CANDLES. VPGINIT'r MAP SITE viNE CASE NAME: GRAPEVINE GRAFT BREWERY CASE NUMBER: GUK-32 LOCATION: LOT: IR, BLOCK:I HILLTOP ADDITION qO6 d 124 EAN STREET MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN SHEET: OF: APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES ct- I� a LILI lT .xs O 0 SHEET y OF 15F \.�fCT � �4 CONCRETE TILT-PULL PANELS PARAPET WALL TO SCREEN PARAPET WALL TO SCREEN `p. TO MATCH EXISTINS ROOF-TOP MECHlWCAL EOUIPNENT ROOF-TOP Fff.L1tAlIICA1 EfblIPNENF TILT-WALL PAHMS TO MATCH EXISTING EXISTING CONCRETE TILT-WALL PAWLS ... ... , - __—__—__—__—_ —_- __--_—__�.-_-- :c - i, I b: y- d EXI5TING BUILDING— Y FF 5T01lE YEI✓tBt COLNRIS >>Ls`L WOOD CEDAR DaK IXI51iN6 &JILDIN6 FACILITY � NEW B1ILDIN6 ADDITION ----- N nFRONT (WEST) ELEY,4TION � LEi=T SIDE (NORTH) ELI=VATION U ' BGALB: UV-ICF r SECTION SETM�m EXISTING WIL.DINO WALL, va••r o• w cn O 5 15 50 0 5 IS 50 EXI511N& CONCRETE TILT-WALL PANa5 PARAPET WN1 TO SCREEN PARAPET WALL TO 5CREEN iOP MECHANICAL EOUIPMENtT ROOF-TOP MECHANICAL ECdNPMENT PROPOSED EUILDINS 084110PROPOSED BUILDING EEHIND ._„F. _ :,,.:. _,��-..-... ... ... -,_....: _. v.._4,� }i4; �--sa'�s�,x; ,-�r.M�S �,u: '� .:_, - $9 ".:� ee�.'�•--ate �K`x. -,�: a-s�. :+„ - i a.�F ,:-, 4 s:, rr. -..-. ,.x�w � *�: • -.a:.:i .. a �' >, w.: a —�"„ 3 �„: u:-, v. _ s' �'� :lr� -.. 5<,$iii :.f;.��',.....; r.. � v.^e..,,: ! r .,�1>:�.w.�� �-.� 't:`.Nt ,. , .s:-'�°'s :'i-::,i+k:' F ,�, ,.^,-x,-x'��s v: p''. .'- EXI5TING BUILD 4 EX15TIN5 BUILDING ja „.r ul 14 wili— I y . EXISTING 9IILOIN6 FACILITY NEW ERALDIN6 ADDITION EXI5TIN5 CONCRETE TILT-WALL PANEL5 RICHT SIDE (50UTH) ELEY/ATION SLEPT 51DE (NORTH) ELEYATION xALe, ve •ro• T VIEW MOM DALLAS ST. BGALB: Iro°•r o 0 5 15 50 0 5 15 50 CONCRETE T1Lr-WALL PAH1 5 TO MATCH Ew5TIM5 _ Exj5,nNS CONCRETE TILT-WALL PANEL5 £ `L •r ;,— �,� CASE NAME: GRAPEVINE GRAFT BREWERY ® � 0 LOCATION: LOT: IR,DDITI 1 HILLTOP ADDITION r 906 S 924 JEAN STREET r� EXISTING BUILDING MAYOR SECRETARY v DATE: PLANNING AND ZONIN6 COMMI5510Ng— I SNIPrENT DRIVE I ry � _d EXISTING BUILDING FACILITY NEW WILDING ADDITION n RE,4R (r=AST) ELrz\/ATION THE BUILDING EXTERIOR CHAIRMAN VIEW FROM LEAN ST. WALM. I/®•I-0° MATERIAL 15 I00100% MASONRY SHEET: _2._ OF: 0 5 15 50 MEGHANIGAL UNITS SHALL BE ROOF TOP APPROVAL DOES NOT AUTHORIZE ANY SHWT WORK IN CONFLICT WITH ANY CODE5 EQUIPMENT BEHIND PARAPET WALLS OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICESml �iA ==I L op 2A sHmTsl 3 - -- — P; I (V � +S�I 144' cfD M1' 4 - 'v m ® Y !ii-tt—tU N � cfD !ii-tt—tU w 00 �.Ok o t i } SHEET A�2 6 0 5,� or 2A sHmm PLANTING LEGEND SYMBOL BOTANICAL NAME/ COMMON NAME SIZE QUANTITY TREE5 INTERIOR LANDSCAPING ILEX VOMITORIA - 3" CAL. MIN. 3 REQUIRED LANDSCAPE AREA 10% = 1,888 YAUPON HOLLY TRANSPLANT EXIST. 2 TREE5 QUERCUS 5HUMARDII 3' CAL. MIN. 3 5 5HUMARD RED OAK PERIMETER LANDSCAPING QUERCUS VIRGINIANA 3' CAL. MIN 5 I TREE PER 50 L.F. (103') LIVE OAK TRANSPLANT EXISTING 3 5HRUB5 10' BUFFER IO' BUFFER O HESPERALOE PARVIFLORA 5 GAL 9 I Cl BUFFER RED YUCCA I TREE PER 50 L. F. (103') 2 TREES 2 TREES ILEX CORNUTA'BURFORDII NANA 5 GAL 8 O DWARF 13UUORD HOLLY 4 TREES NON -VEHICULAR OPEN SPACE FRUTE5CEN5'DE5PERADO' 5 GAL 6 OLEUCOPHYLLUM ® DESPERADO TEXAS SAGE 7,383 54. Ff. 19,998 50. FT. LOROPETALUM CHINEN5E'PLUM DEUGHT' 5 GAL 5 ® CHINESE FRINGE FLOWER MI5CANTHU5 51NEN515'GRACILUMU5' 5 GAL 3 MAIDEN GRA55 MUHLEN5ERGIA CAPILLARIS 5 GAL 9 MUHLEY GRA55 SPIRAEA PRUNIFOUA 5 GAL 6 O BRIDAL WREATH 5FIRAEA ANNUALS / PERENNIALS / GROUND COVERS NA55ELLA TENU1551MA I GAL 28 MEXICAN FEATHER GRA55 LIRIOPE MUSCARI 4° POTS 120 GREEN LIRIOPE 12° ON CENTER TRACHEL05PERMUM A5IADCUM 4" POTS 420 A51AN JASMINE 12" ON CENTER TURF - BERMUDA GRA55 SOD 6,755 50. FT. = 751 50. YDS. NOTE: TOTAL PLANTED AREA FOR MULCH AND 501L PREP CALCUTATION5 = 1,5G9 5Q. FT. OPEN SPACE DATA CALCULATIONS IRRIGATION NOTE: INSTALL UNDER GROUND AUTOMATIC IRRIGATION SYSTEM ON ALL PLANTED AREAS AND TURF AREAS PROVIDING 100% COVERAGE. INCLUDE RAIN AND FREEZE GUARD SENSORS. SYSTEM SHALL BE CONFIGURED TO PREVENT OVER -SPRAY ON TO STREETS AND SIDEWALKS. EXISTING TURF EXISTING TURF EAST DALLAS ROAD r= 18.00' 1=26.98' 10 UTILITY EASEMENT 5 -EXISTING 3" LIVE OAKS ,...--._/ 2 - EXISTING 3" UVE OAKS 3r, � �-"' - \ ` !! 3" CAL. -1-- — 3•---� — ^- " I— — -` ° . 3" CAL 3' CAL. --}- 7--- ""'-- 30' BUILDING LIN \ EXISTING TURF — \ \ / / .Y \ ` / i 3'CAL, 10' UTILITY EASEMENT EXISTING YAUPON HOLLY / Ex1571NG TURF-�\ 19 UTILITY EASEMENT � � .� �`Y4 -�_ x -- � ` -` I I � 15' BUILDING LINE .. I T CAL.I [� r EXISTING G" LIVE OAK �, IXIS7INGITURF�N I/ ^� EXISTING BUILDING CAL l ;es EX15TING YAUPON HOLLY OI �� �-- VISIBILITY TRIANGLE IOx10' o m 5X 12' CONCRETE PADS x; DECOMPOSED GRANITE COURTYARD / SITTING AREA 2_,695 SQ. FT. TRANSPLANT EXISTING 3' LIVE OAK EXISTING 14" PECA EXISTING IG"ELM 101 WIDE PERIMETER LANDSCAPE AREA I O' DRAINAGE < UTILITY EASEMENT I-0 TURF -5X6'cONCRETE NEW BUILDING PAD _ 24 V25 H.C.V/�t H C.) H.6.Vl tiZC SIII 29 v TRANSPLANT EX15TINGi N ( YAUPON HOLLY TRANSPLANT EXISTING c=Wv ( TURF I 1,51AN JASMINE 3° LIVE OAK Ol ASIAN JA5MINE Oz 20 �II 45 O' WIDE'PERIMETER LANDSCAPE AREA i LJ 17 I O' WIDE PERIMETER LANDSCAPE AREA I 10' DRAINAGE E UTILITY EASEMENT TUBE I I 16 LI- - — _ TURF - — ALL LANDSCAPING WITHIN THE VISIBILITY TRIANGLES SHALL COMPLY WITH THE VISIBILITY TRIANGLE REQUIREMENTS AS STATED IN SECTION J OF THE CITY OF GRAPEVINE'S LANDSCAPE REGULATIONS l 30' BUILDING UNE I LLJ i c{i O O / LL1 ��_/ISA\ 35 TRANSPLANT EX15TINGJ / LIKIUrr- YAUPON HOLLY�/// STEEL EDGING TRANSPLANT EXISTING TYPICAL SYMBOL 3" LIVE OAK ASIAN JASMINE EB ER 36 II MULCH ALL PLANTED AREAS WITH HARDWOOD MULCH AT A RATE OF 3 CU. FT. PER 15 SQ. FT. /-ASIAN JASMINE TURP N89°49'20"W 207.00' 1 TURF X XI5TING G" LIVE OAK X15TING YAUPON HOLLY O' UTILITY EASEMENT 1 5' WIDE PERIMETER LANDSCAPE AREA L`VI5IBILITY TRIANGLE 10'x l 0' �I ViStBIUTYTPIANGLE I Ox 10' URIOPE k r I SOI L PREP NOTE: ALL PLANTED AREAS SHALL HAVE G" OF PROFESSIONAL BED MIX BY LIVING EARTH TECHNOLOGY (OR EQUAL) TILLED INTO TOP IO" OF EXISTING SOIL. REMOVE ALL CONSTRUCTION DEBRIS PROM BED AREAS BEFORE BED PREP. zzm�o aW�a0 �mz�a u1 0s <Qzz�a� uzgp� bi°a zz�za�-a ap�(n0 S F �0o0�� a�zgz°o �c�3o5p,n aOWo-zz op2p..ofs <2N� a 0 w gaw20u d%NO�a� Ci OU~pwQm = w a a O a �Np,ozo D 2 z -z' v 2F-a�u -z F, Fw>°ate W,zzQW3a O F-O�uw� z Ed p u.l�w=<a In U O�I=-N N2 2 z2ob*�� g ZUZ-ta5 UJ,<< w� w Qz <C a� gi Q CASE NAME: CAM Nle LoCA7m IL4YOR SEORETARY GATE: PIANNMOMOZOIAMCCW N CHASaMN OATE- APPROVAL DOES NOT AUTFOR2E ANY VKM KOONFUCTTNTNANY CODES OR ORDNIVAT4. 0EPAR T017OEVIRMPINEWS19MCM LANDSCAPE PLAN CASE # 0 8' I6' 32' SCALE: I/I6"= P-0" NORTH REVISIONS BY 8-1-2014 SEB 8-11-2014 5EB U CL oho � ii oag a V uj a L) t v) U o p I- (13 Q 0,5 N a) .esus. W W I/ CD U � Q X z tu 'R/ / V ' LL W z z W > (3) SERV SEB7 7-2-2014 /16SG� O � waafn L- I REQUIRED PROVIDED OFF-STREET PARKING / VEHICULAR USE AREAS INTERIOR LANDSCAPING GP055 PARKING AREA (18,882 50. FTJ REQUIRED LANDSCAPE AREA 10% = 1,888 5Q. FT. TREE5 (I TREE PER 400 SQ. FT. OF REQUIRED) 5 7 PERIMETER LANDSCAPING EAST SIDE (JEAN STREET) 15' BUFFER 15' BUFFER I TREE PER 50 L.F. (103') 2 TREES 2 TREES NORTH SIDE 10' BUFFER IO' BUFFER 1 TREE PER 50 L. F. (28) 1 TREES I TREE WEST SIDE I Cl BUFFER 10' BUFFER I TREE PER 50 L. F. (103') 2 TREES 2 TREES SOUTH SIDE 10' BUFFEP 101 SUFFER I TREE PER 50 L.F. (1869 4 TREES 4 TREES NON -VEHICULAR OPEN SPACE MIN. 15% OF TOTAL 517E (49,218 50. FT.) 7,383 54. Ff. 19,998 50. FT. 15% 40% 38% 1 TREE PFR 3,000 5Q, FT. 3 TREE5 15 EXISTING TREES IRRIGATION NOTE: INSTALL UNDER GROUND AUTOMATIC IRRIGATION SYSTEM ON ALL PLANTED AREAS AND TURF AREAS PROVIDING 100% COVERAGE. INCLUDE RAIN AND FREEZE GUARD SENSORS. SYSTEM SHALL BE CONFIGURED TO PREVENT OVER -SPRAY ON TO STREETS AND SIDEWALKS. EXISTING TURF EXISTING TURF EAST DALLAS ROAD r= 18.00' 1=26.98' 10 UTILITY EASEMENT 5 -EXISTING 3" LIVE OAKS ,...--._/ 2 - EXISTING 3" UVE OAKS 3r, � �-"' - \ ` !! 3" CAL. -1-- — 3•---� — ^- " I— — -` ° . 3" CAL 3' CAL. --}- 7--- ""'-- 30' BUILDING LIN \ EXISTING TURF — \ \ / / .Y \ ` / i 3'CAL, 10' UTILITY EASEMENT EXISTING YAUPON HOLLY / Ex1571NG TURF-�\ 19 UTILITY EASEMENT � � .� �`Y4 -�_ x -- � ` -` I I � 15' BUILDING LINE .. I T CAL.I [� r EXISTING G" LIVE OAK �, IXIS7INGITURF�N I/ ^� EXISTING BUILDING CAL l ;es EX15TING YAUPON HOLLY OI �� �-- VISIBILITY TRIANGLE IOx10' o m 5X 12' CONCRETE PADS x; DECOMPOSED GRANITE COURTYARD / SITTING AREA 2_,695 SQ. FT. TRANSPLANT EXISTING 3' LIVE OAK EXISTING 14" PECA EXISTING IG"ELM 101 WIDE PERIMETER LANDSCAPE AREA I O' DRAINAGE < UTILITY EASEMENT I-0 TURF -5X6'cONCRETE NEW BUILDING PAD _ 24 V25 H.C.V/�t H C.) H.6.Vl tiZC SIII 29 v TRANSPLANT EX15TINGi N ( YAUPON HOLLY TRANSPLANT EXISTING c=Wv ( TURF I 1,51AN JASMINE 3° LIVE OAK Ol ASIAN JA5MINE Oz 20 �II 45 O' WIDE'PERIMETER LANDSCAPE AREA i LJ 17 I O' WIDE PERIMETER LANDSCAPE AREA I 10' DRAINAGE E UTILITY EASEMENT TUBE I I 16 LI- - — _ TURF - — ALL LANDSCAPING WITHIN THE VISIBILITY TRIANGLES SHALL COMPLY WITH THE VISIBILITY TRIANGLE REQUIREMENTS AS STATED IN SECTION J OF THE CITY OF GRAPEVINE'S LANDSCAPE REGULATIONS l 30' BUILDING UNE I LLJ i c{i O O / LL1 ��_/ISA\ 35 TRANSPLANT EX15TINGJ / LIKIUrr- YAUPON HOLLY�/// STEEL EDGING TRANSPLANT EXISTING TYPICAL SYMBOL 3" LIVE OAK ASIAN JASMINE EB ER 36 II MULCH ALL PLANTED AREAS WITH HARDWOOD MULCH AT A RATE OF 3 CU. FT. PER 15 SQ. FT. /-ASIAN JASMINE TURP N89°49'20"W 207.00' 1 TURF X XI5TING G" LIVE OAK X15TING YAUPON HOLLY O' UTILITY EASEMENT 1 5' WIDE PERIMETER LANDSCAPE AREA L`VI5IBILITY TRIANGLE 10'x l 0' �I ViStBIUTYTPIANGLE I Ox 10' URIOPE k r I SOI L PREP NOTE: ALL PLANTED AREAS SHALL HAVE G" OF PROFESSIONAL BED MIX BY LIVING EARTH TECHNOLOGY (OR EQUAL) TILLED INTO TOP IO" OF EXISTING SOIL. REMOVE ALL CONSTRUCTION DEBRIS PROM BED AREAS BEFORE BED PREP. zzm�o aW�a0 �mz�a u1 0s <Qzz�a� uzgp� bi°a zz�za�-a ap�(n0 S F �0o0�� a�zgz°o �c�3o5p,n aOWo-zz op2p..ofs <2N� a 0 w gaw20u d%NO�a� Ci OU~pwQm = w a a O a �Np,ozo D 2 z -z' v 2F-a�u -z F, Fw>°ate W,zzQW3a O F-O�uw� z Ed p u.l�w=<a In U O�I=-N N2 2 z2ob*�� g ZUZ-ta5 UJ,<< w� w Qz <C a� gi Q CASE NAME: CAM Nle LoCA7m IL4YOR SEORETARY GATE: PIANNMOMOZOIAMCCW N CHASaMN OATE- APPROVAL DOES NOT AUTFOR2E ANY VKM KOONFUCTTNTNANY CODES OR ORDNIVAT4. 0EPAR T017OEVIRMPINEWS19MCM LANDSCAPE PLAN CASE # 0 8' I6' 32' SCALE: I/I6"= P-0" NORTH REVISIONS BY 8-1-2014 SEB 8-11-2014 5EB U CL oho � ii oag a V uj a L) t v) U o p I- (13 Q 0,5 N a) .esus. W W I/ CD U � Q X z tu 'R/ / V ' LL W z z W > (3) SERV SEB7 7-2-2014 /16SG� O � waafn L- I .— — ­­ —.9. - — it -I-;- - O Z as IN DALLAS--------------------------------------- (qF— ------------------.—- I SCALE 1" 20' Z S$ 0 0 SS In .7 VAWK PAVING LEGEND X' IN CONC.(C.M. k 7' THICK CONCRETE PAVEMENT W/ 43 BARS ............ — — — — — — -.------ — — — a 18' O.C.E.W. (DUMPSTER AREA) I IR 6"T�ICKCONCRETE PAVEMENT W/ #3 BARS It J 2 8 0.0. E. W. (FIRE LANE) cl) __go, — — — — — — — 4' THICK CONCRETE SIDEWALK WY #3 BARS LU z 8 O.C.E.W. CONSTRUCT AD RAM z Z M UJ 0 7 LOT IR, BLOCK I �: 0 > HILLTOP ADDITION UJ CAB. A, SLIDE 11967 P.R.T.C.T. z cc FF 618.95 0 DO 2! <1LL CASE NAME: P: 0 i.— LL Ir z Z¢ CASE NUMBER: LOCATION: m x 16. 4bNC z Z 0 0 CC 0 c� MAYOR SECRETARY 0 Z LU it DATE: U-1 LU CL a- cc L11 PLANNING AND ZONING COMMISSION 0 CONSTRUCT ADA LL 0 0.: CHAIRMAN PROPOSED BUILDINGP. DATE: SHEET.' OF 1/2' IRF N 85 APPROVAL DOES NOT AUTHORIZE ANY u WORK IN CONFLICT WTH ANY CODES OR ----------- - - - - - - - - - - - 1 om m ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Err 0 6 z 0u A-9 3: 2gllI z CONC > _j w uj X GENERAL NOTES FOR PAVING a. 0 IN,: I STREET CUT PERMIT (ISSUED BY PUBLIC WORKS DEPARTMENT) IS REQUIRED BEFORE C� CONSTRUCT ADA CUTTING IN ANY CITY STREET. NN C: RAMP 2. THE TOP FOUR (4') INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND STOCKPILED FOR LANDSCAPE USE. 7 3. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT. AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95%hLL ui u 0 CTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY STANDARD PROCTOR GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL _S5 i 'SAW-CUT EXISTING BE BORNE BY THE CONTRACTOR. %4 I PAVING FOR SMOOTH It! AND CLEAN EDGE. 4. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A MINIMUM 0 IN MUM F 17: SLOPE AROUND BUILDING PAD. 5. ALL CONCRETE SHALL BE 3.600 PSI AT 28 DAYS. TWO TEST CYLINDERS SHALL BE 0 U RETAININ S� TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE IS POURED. SEVEN DAY AND TWENTY-EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE CONSTRUCT ADA RAMP OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. SUBGRADE STABILIZATION SHALL BE PER CITY STANDARD DETAIL. $S SS ss J._ IRF '13 CAP BEAS 6. SAW JOINTS SHALL BE CUT ON MAXIMUM FIFTEEN ( 15' ) FOOT CENTERS WITHIN 24 5/ - IRF 'RHS' CAP -------- .............. 35,06'531 E 0 41' HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF S 39-69'06' E -0.43' 61 2. 1 71146 R`t4l' INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 7. SIX (6') INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. SAW JOINTS SHALL EXTEND THROUGH THE CURB. LOT 2, BLOCK 1, M & H ADDITION CAB. A, SLIDE 10901 P.R.T.C.T. B. REFERENCE SITE PLAN FOR DETAILED DIMENSION LAYOUT. 9. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. 10. ALL PARKING LOT PAVING SHALL BE S- THICK REINFORCED CONCRETE W/ . 3 BARS AT 18 CTRS . ON SUBG BADE COMPACTED TO 95% STANDARD PROCTOR DENSITY OR BENCHMARK: AS SPECIFIED PER GEOTECHNICAL REPORT. DUMPSTER AREAS SHALL BE 7' THICK. CITY OF GRAPEVINE MONUMENT #3 - 9.0' ALUMINUM ROD WITH FIRE LANES AND TRAFFIC LANES SHALL BE 6" THICK. . . . . . .. CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL SAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED, 11. PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF GRAPEVINE STANDARDS. 6 Z TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE CITY OF GRAPEVINE. MON. 3'. MONUMENT IS LOCATED AT THE SHEET INTERSECTION OF-SCRIBNER AND SHADY BROOK INSIDE THE 12. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS. WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS. GRAPEVINE PUBLIC WORKS FACILITY. 13. CONTRACTOR SHALL PAINT & STRIPE ALL PARKING AS SHOWN. CONTRACTOR C1.02 SHALL ALSO PROVIDE CONCRETE RAMPS. SIGNS. AND CURB STOPS AS SHOWN. .— — ­­ —.9. - — it -I-;- - TOOLED EDGES 2'-0• 4• J #4 BARS @ 18" C.C.E.W. CONSTRUCTION JOINT AT CORNERS 3'-0' #4 BARS @ 18" C -C - W+2T Y� 3' FILLET IN OPENING SECTION A -A STANDARD DROP INLET N.T.S. r a• AREA DRAIN INLET DETAIL N.T.S. GENERALNOTES ALL CONCRETE SHALL BE CLASS "A' (5 BAGS OF CEMENT PER C.Y. AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4'. IN GENERAL, REINFORCING STEEL SHALL BE NO.4 BARS, ON IT CENTERS EACH WAY FOR GUTTER, BOTTOM SLAB, ENDS, AND FRONTAND BACK WALLS, AND NO.4 BARS ON G' CENTERS EACH WAY FOR TOP SLAB IN BOTH INLETS AND EXTENSIONS. ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN. ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL OF INTERMEDIATE OR HARD GRADE CONFORMING TO ASTM A-15. DEFORMATIONS SHALL CONFORM TO ASTM A305 -58T. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2'. 8'-0' OF EXISTING CURB AND GUTTER UPSTREAM AND 4'-0" OF EXISTING CURB AND GUTTER DOWNSTREAM SHALL BE REMOVED AND RE -POURED INTEGRALLY WITH EACH INLET. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING. INLET SIZE 7 W ZSQUARE r Z-0' 4'SQUARE r 4'-0' 5 SQUARE 8" 5'-0" G SQUARE 9' 61-01 T SQUARE 9' 1 T-0' IT SQUARE 11.6 GENERAL NOTES FOR DROP INLET 1. EXCAVATION FOR MANHOLE TO BE INCLUDED IN THE UNIT PRICE BID FOR MANHOLE. 2. DEPTH OF DROP INLET FROM FINISHED GRADE TO FLOW LINE OF INLET VARIABLE. APPROXIMATE DEPTH WILL BE SHOWN ON PLANS AT LOCATION OF INLET. 3. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING ON EACH SIDE UNLESS SHOWN OTHERWISE ON PLANS. TOOLED EDGES Z-0" ��qI #4 BARS '@ 18' C.C.E.W . CONSTRUCTION JOINT ATCORNERS I'-0' #4 BARS @ 18" C -C o LEGEND 690, EXISTING ELEVATION CONTOUR --690 \. PROPOSED ELEVATION CONTOUR C FLOW DIRECTION Is (IN/HR) DRAINAGE DIVIDE A DRAINAGE AREA FA'V CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE D WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS. O�Z g C'J a Cl �Q vcsre 1"M 2 lice+nx _.._.. ......_._.__ i, 1 1`y D � � m ...:T.lt _.. .___-- _ -__--. I I BEY 4 1' DROP INLET rvc LOT 2. BLOCK I. M & H ADDITION CAB. A. SLIDE 10901 P.R.T.C.T. PROPOSED STORM DRAIN NOTES.- 1.RATIONAL METHOD CIA • Q 2. DRAINAGE DESIGNED PER CITY OF GRAPEVINE STANDARDS, 3. C FACTOR OF 0.90 USED FOR COMMERCIAL/INDUSTRIAL AREAS. 4. RNNFALL INTENSITY FROM TP -40. CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: . PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET.'&. OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. ' DEPARTMENT OF DEVELOPMENT SERVICES X POST -DEVELOPED SITE DRAINAGE DATA MARK AREA (ACRE) C Tc (MIN.) Is (IN/HR) Ivo (IN/HR) QsQw (CFS) (CFS) NOTES Al 0,19 0.90 10 6.6 11.6 1.1 2.0 TO AREA A2 A2 0.80 0.90 10 6.8 11.6 4.8 8.4 TO JEAN STREET A3 0.05 0.90 10 6.6 11.6 0.3 0.5 TO 2' DROP INLET A4 0.12 0.90 10 6.6 11.6 0.7 1.3 TO AREA DRAINS Ir Lu I- d D_ Qd O X0 NOTES.- 1.RATIONAL METHOD CIA • Q 2. DRAINAGE DESIGNED PER CITY OF GRAPEVINE STANDARDS, 3. C FACTOR OF 0.90 USED FOR COMMERCIAL/INDUSTRIAL AREAS. 4. RNNFALL INTENSITY FROM TP -40. CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: . PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET.'&. OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. ' DEPARTMENT OF DEVELOPMENT SERVICES 0 SCALE 1" - 30' SHEET « C1.03 X W h (n g W n D_ D. w Ov 2 O m z LU 0 U_ cr Q W Fes- O F-• 0 z O LU LU Z Z Z O jW 2 Ir Lu I- d D_ Qd O X0 U_ O O «W � tz o 4 hg ro>� Z3 'Eli w w g� o Do �o 0-0 oSK u o wig y i x U1 M5 0 SCALE 1" - 30' SHEET « C1.03 CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS. DALLAS SL. 11987' P. R. T. C. T. N 85.34'2t' E B. SH' - I/2' IRF '3688 ,------ ............ _.._.....- � A 10' U.E. - - _._.__.-- -- - I � I MATCH EXISTING FINISHED FLOOR ELEVATION _ ----- I i 678.95 •!- (VERIFY PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES m _ _ I I m 13 I�y 1 Io 6 ! N9 LOT 1R, BLOCK 1 to HILLTOP ADDITION 6,12 CAB. A. SLIDE 11987 P.R.T.C.T. I. FF 616.95 CONSTRUCT T DROP INLET o u EXISTING BUILDING THROAT - 617.50 a fTO REINA INI FL - 615.50 TC 618.55 FURNISH AND INSTALL TP 618.45 TP 678.75 TP 618.95 I GT 618,05. 109.5 L.F. 12" STORM DRAIN w PIPE R 0.85/ (RCP - PRIVATE) y I 618.33 � �..._ �- TP 618.85 =pp 1P 08.85 DUM � TP 618.60 3 _' • CONSTRUCT AREA DRAIN ER's IC TOP • 618.33 CGNC TC 618.55 , FL - 615.38 618.45 TP 618.95 GT 618.05 TP 618.95 CONSTRUCT AREA DRAIN TI 618.33 I TOP - 618.33 618-95 ` p FL- 615.77 TP 618.70 (- TP 678.95 !- I• 071 O - [� 75 TP 615.96 N CONSTRUCT AREA DRAIN TP 518.45 TOP - 618.33 / 617 FL 614.93 / 89 _ -- 1/2- IRF N 85'56' .t -7c f TI 618.33 _-.--- 6 618.5D 2 618.65 TP 618.95 TC 616.90 j I 6♦6 - TP.6 8.45 - -\- - --I. TP 618.15 GT 616.90 IWC K j TP 618.25 TP 618.58 N 1 Z� TP 617.00 o TP 616.85 P 618.42 TP 618.72618.88 TP 617.25 TP y C.H C H.0 (� TC 616.90 TC 617.40 P 616.42 TP 617.60 GT 616.40 TC 617.85 GT 616.90 _.L TP 618..12 CONC Z Gi 617.35 TP 616.75, I iP 616.7018.58 ,.., TP 677.95 Al61 LEA 0 .~. Li TP 616.90 LAGOOI •58 4; N 620 ry ( L I T 61 7.80 TOP 617.57 TC 617.05 �'♦ _ � G1-117.30 FL 12" - 614.57 GT 616.55 M ELE -614. s TC 615.1 T 617.75 G 677.25 TP 616.80 TC 677.60 FL• 5T 6 9.3(I )8' P C GT 675.: g m GT 617.10 6T NO TM 6 .3fI IB' P L TC 616.50 "+ TC 617.25 EP T 609 2(OU tB' P m N 1 a I GT 616.75 TC 617.20 _ GT 616.00 N _ _ '� ••_ GT 616.70 UO ----.... -- TC 616.50 p,y 1 ID- SS- P 616.25 tB=-5:5.£- - 'GT 616-00 -}- -m JJ ---_ FURNISH AND INSTALL I (01 '154 L.F. 12" STORM DRAIN 0 PIPE (a 0.85/ (RCP - PRIVATE) TC 517.50 RIM 'Lr'6.50 616.50 I TP 617.85 'GT 617.00 8' PVC b75.fi2 t SO H 61 3 OUT S. P C I EXISTING ABANDON O (¢ RFTRiNi NSANITARY SEWER LINE TP 615.10 I I 1llIMPORTANT!!! GT 616.55 GT 615.85 I GT 615.80 CONTOURS REPRESENT FINISHED GRADES. ALL 616 PAVING SHALL BE EXCAVATED TO SUBGRADE PER ! 55 TYPICAL PAVING SECTIONS (SEE DETAILS). 5/8' IRF 'BHB' CAP -0.43' �- _ _• _ - •--•-•-----•------------------------- !II CRITICAL L! LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ! RIM ELEV•618.5 AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR I FL -NORTH 609.61IN)S' PVC LOT 2. BLOCK 1, M & H ADDITION IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING ! EAST 609.5(OUT)B' PVC CAB. A, SLIDE 10901 P. R. T. C. T. UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR NOTICE I ALL SIDEWALKS, AND PAVED AREAS. REQUIRING ADA ACCESS SHALL BE CONSTRUCTED WITH 57 (MAX.) SLOPE AND 2.OX (MAX.) CROSS SLOPE IN ! ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE j PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. )21-097 GRADING PLAN.dgR 8112/20143:28:03 11 FINAL GRADING NOTE It FINISHED GRADES SHOWN HEREON REPRESENT TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING, UNLESS NOTED OTHERWISE. UNDER NO CIRCUMSTANCES SHALL SOD OR LANDSCAPING BE PLACED ABOVE THE BRICK LEDGE. FINAL GRADE SHALL ENSURE POSITIVE FLOW AWAY FROM THE BUILDING AND OTHER STRUCTURES. SITE GRADING LEGEND FF FINISHED FLOOR TP TOP PAVEMENT TI- TOP INLET TG - TOP GRATE INLET TC TOP CURB GT • GUTTER FG - FINISHED GRADE TW TOP WALL BW - BOTTOM WALL FL FLOW LINE ®► FLOW DIRECTION --- EXISTING ELEVATION CONTOUR --620- PROPOSED ELEVATION CONTOUR SCALE i" - 20' 0 10 20 b -CAB. A• SL. 11907 IP.R.T.C.T. ! ROUGH GRADING SHALL BE WITHIN 0.1 FT - OR - OF FINISHED GRADES SHOWN. I ! UNDER PAVEMENT AND/OR BUILDING FINISHED FLOORS, FINISHED GRADES SHALL 1. I BE CONSTRUCTED TO THE TOP OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ADA ACCESSIBILITY TO ALL DOORWAYS, ETC. IF ANY (CjM) i GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/ADA ACCESSIBILITY ! GUIDELINES, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY, IN WRITING, TO THE ENGINEER FOR RECONCILIATION. 1 i CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE y p� SHEET.' - Or- APPROVAL FAPPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 04" DIA. DUCTILE IRON STORM DRAIN LINE - - -on . .,IAN .1-1 CONSTRUCT GRATE I L -RIM ELEV•613.1 INLEtFL•ERST 606.31IN)8' PVC TOP T- 614.751 NORTH 606.3(IN)8' PVC I SOUTH 606.2(GUT)B' PVC FL 12" • 613.25 1 PROPERTY LINE 1.2' PROPOSED SWALE \7� PROPOSED PAVEMENT l ; I 1 I 1 SECTION A -A N.T.S. CONSTRUCTION NOTES: AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED AS DIRECTED BY ENGINEER. ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE THICKNESS WILL HAVE AN EXPANSION JOINT FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED. ALL SIDEWALKS SHALL CONFORM TO A.D.A. REQUIREMENTS. ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE SO AS NOT TO IMPEDE DRAINAGE. ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED ,. C. WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED EXPANSION JOINT MATERIAL AND SEALANT. MATCH ALL WATER METERS, SANITARY SEWER CLEANOUTS, ETC. WITH FINISHED GRADE. GENERAL NOTES FOR GRADING 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES THAT MAY CONFLICT WITH PROPOSED LAYOUT. 2, THE TOP FOUR (419 INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H11V OR FLATTER UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO, TRENCH BACKFILL, SIDE SLOPES, FENCES, IRRIGATION SYSTEMS, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS, ROADWAYS, ETC, 4, ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT. AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95/ STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A MINIMUM OF 1X SLOPE AROUND BUILDING PAD. 6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND JOINT LAYOUT. 7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. 8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. 9. ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF GRAPEVINE STANDARDS. 10. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. X W t^ (n } Z Z W::) D- :�: O LU U Z Z 2 DO Z a H U Q Z_ c O Z W W O Z Z O U ->W LU n. F_ Q (r 0 LL O U i rc- w 1° %- a o iR �o ��g A^ Z3 ESR. m>G � > w -M o JW Wag UJB Rgam D o 8898 Y 4 b x Amo o 'Rr SHEET 01.04 CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL. TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE D WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS. *NOTE: >y PLUMBING PLANS WILL NEED TO NOTE BACKFLOW PREVENTION ON DOMESTIC AS REQUIRED ORo Z 'x`^11 ! (( s, .. DEVICES BY TCEO. I V IU`1"p H'- � --- _ ---I gg DALLAS_ROAD________-----------" - ----- CASE NAME: W a R.O. W > CASE NUMBER: S ------------------ ---- _ _�---------t-9'B' -----"-- EXISTING IRRIGATION LOCATION: Z METER W/ SERVICE SCALE 1" • 20' `Q1 11 i ( o ,o 0 •'Q � MAYOR SECRETARY Q D 5 ss VISIBI 1 . A. SL. 11%7 i DATE: !!I CRITICAL !!I a RIGHT-OF-WAY 1oe0]cAPLANNING LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ZONING COMMISSION V - smEVALK IRF '368 '- CAB. A., SL SL. 1196] IP.R.T.C.T. ! AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR IS CO N sIOEVALK _ •--'--•_•---•'�BEFORE --•------• \ `.,, N 85.3421' 1/2' IRF '36.68 �' S I j UTILITIES. BOTH HORIZONTALLY AND VERTICALLY.E CH N THE COMMENCEMENT OF ANY CONSTRUCTION. _ X' 1N CONC.(C.M. ]O. U-E.-.----- - - I i --- ----- - - \ {2• IR 8•ICI.M. ) DATE: 'SHEET_ UTILITY RELOCATION NOTE: 3T_ _-- --'-'1 I , ' APPROVAL ' APPROVAL DOES NOT AUTHORIZE ANY IF ANY EXISTING UTILITY POLES. POWER POLES. z ! __- it m ! WORK IN CONFLICT WITH ANY CODES OR GUY WIRES. TELEPHONE UTILITIES. ETC. ARE FOUND Q J I I I ,]""'+ j ORDINANCES. TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE W ~ D' i I I x I I ��, EXISTING 4" 'DEPARTMENT S I SSERVICE OF DEVELOPMENT SERVIC ES UTILITY COMPANY AND COORDINATE THE RELOCATION OF Cn } F D- I m 13 I i-' _ _ ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). z } z W w iQ w Iw 1 EXISTING 1" DOMESTIC tlJ 7j ! m I �' LOT 1R. BLOCK 1 s :� w WATER SERVICE LU > w ( HILLTOP ADDITION (a. o 'p W O I CAB. A. SLIDE 11987 P.R.T.C.T. IN I j ADJUST/RELOCATE EXISTING ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY z m } ! i 0 FF 618.95 I !m a WATER METER BOX f WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. � m F- z cc �(� I iv, I I CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. Q m I q EXISTING BUILDING ; wi PG. 128-137, AND ANY AMENDMENTS THERETO. (TO REAMIN)I 3 y - :DQ Ir z C3 1 I F; I Ir cr F Q i I I v rn ! m =N I I d i ! GENERAL NOTES FOR WATER IMPROVEMENTS z Z z z 0 o Q o� a I 9 Imo; �I` w as - I I 1. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD `3� °S I� i FURNISH AND INSTALL- L-rr W III DUMPSTER I 24 L.F. 6" DIA. PVC C900 DR-14 OR POLYETHYLENE (PE) PRESSURE PIPE AWWA C-906 OR 9 (200 PSI) ! I 'a• o CONC c c i ; - SANITARY SEWER SERVICE PIPE COLOR CODED BLUE OUTSIDE FOR WATER LINE. WITH NSF SEAL.PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE NCTCOG STD. SPECS. < o m 1.00% MIN. SLOPE. WITH WATER MAINS TO HAVE A MINIMUM OF 48" COVER TO TOP OF PIPE AS LL �S ! ¢ J I CLEANOUT AT BUILDINGMEASURED FROM THE TOP OF PIPE TO THE EXISTING GROUND OR PROPOSED o I I FINISHED GRADE, WHICHEVER IS GREATER. SERVICE LINE CONNECTORS SHALL i ( EXISTING 6" PVC BE COMPRESSION-TYPE WITH STAINLESS STEEL TUBE LINERS. i a SEWER SERVICE -- - _ PROPOSED BUILDING - - - (PRIVATE - 0.5% SLOPE' 2. ALL WATER METERS SHALL BE SIZED AND INSTALLED BYCITY PERSONNEL. m 3. ALL WATER LINES TO BE ENCASED IN SAND, UNLESS SPECIFIED OTHERWISE ! ']/2• IRF N 85.56' aa' E 55.89' _`�B5 •--- J�I ' ®!=�_-"_-`-- t/2' I rl 'N 88, FURNISH AND INSTALL I 1 - 1.5" SERVICE TAP AND DETAILED. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. 1 1 - 1.5" DOMESTIC METER _ _ _ -� -'( ' 1 - 2" x 90° BEND 4. ALL SERVICES TO METER TO BE 1" DIAMETER. TYPE K COPPER AS SPECIFIED Wim• w w - --- '-' i 86 L.F. 2" WATER SERVICE IN ASTM 888 UNLESS NOTED OTHERWISE. �� < IaI.-. (PLUG 5' FROM BUILDING) (SAW-CUT. REMOVE AND TO FURNISH AND E o Ilii I a I I I - REPLACE CONCRETE PAVEMENT 5. UTILITY CONTRACTOR INSTALL WATER METER BOXES AFTER THE PAVING CONTRACTOR HAS BEEN COMPLETED.z0 4 ! AS REQUIRED) 6. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE ANDRI Z 3 m I I CONC !F •N T 69 .8(dN)8i3PV ! 00X. ALL VALVES AND FIRE HYDRANTS TO BE PER CITY SPECIFICATIONS. j �eLL a z LI I 1 LOT 1. BLOCK 1 I E T 60 .7( N)6' P ! urt sm7. rout )6• PV i 7. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED iJ W�So sd SLAGLE ADDITION E%)STING 6" PVC i I ! TO FINAL GRADE BY THE PAVING CONTRACTOR. K " a� tl o s o rvi I CAB. A. SLIDE 12985 P.R.T.C.T. SEWER SERVICE ! i .1 i (PRIVATE) i• UTILIZE E%(STING METER B ALL PROPOSED WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS. Cr �� I I ! 'LL FOR IRRIGATION SERVICE ALINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 8" OF W - _ R M s1a. Gm ( N ) I BACKFILL REPLACED WITH CRUSHED STONE INCLUDING SERVICES. r j FL-V S7 6 9 I )8• P C N0 TH s (1 )B• P C I I ! 9 WATER LINES WILL BE INSTALLED AS SHOWN ON THE PLANS. HOWEVER. FIELD " os� EA eg0u )a' P ADJUSTMENTS APPROVED BY THE INSPECTOR OR ENGINEER MAY BE MADE TO ( j a_l_j N @ N; I i LESSEN DAMAGE TO THE ROAD PAVEMENT OR WHEN OTHER UTILITY LOCATIONS. 4 b ? TREES. OR STRUCTURES WARRANT SUCH. AN ADJUSTMENT.�s�_. Y Y --.-----____ I -_.--Bs--_--.� I i I Ww o ! --------'�'---� i I I 10• ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN STRICT B J J m N 55 ---SS----`--]s--5.5= - ' - - - - _ __-_- - - I I - - - -- - - - - - i I ACCORDANCE WITH THESE PLANS, THE RULES, REGULATIONS. POLICIES AND < ! - - - --- - - ELEv-6]6.5 T 611.4fIN)6' PVC ] ( w FURNISH AND INSTALL: I 1 - 6"x6" TAPPING SLEEVE AND VALVE i i N I PROCEDURES OF THE CITY OF EULESS. 11. ALL PVC PIPE AND APPURTENANCES (F I TTINGS. VALVES. NIPPLES. ETC. $ ! I s0 s11 3I0un6• Pvc W/ BOX I RIM ELEvi. •si3a 3" DIA. AND SMALLER SHALL BE CONSTRUCTED A5 SHOWN. -- - )-a(� � RETAININ ! ! I I 1 - 90• x 6" BEND (M.J.) I o 112 L.F. 6" DIA. C-900 PVC I ) FL-EAST 06.6(IN)6' PVC s9s.3tlm e' P. 12. ALL TAPPING SLEEVES SHALL BE FULL BODIED CAST IRON. J WALL I I WATER PIPE (FIRE LINE). SORT ! SOOT 606.2(OUT)8' PVC L.-- 1 - DETECTOR CHECK VALVE AND VAULT - (PLUG 5FROM BUILDING) i i - - ss 10' o a U.E. (SAW-CUT. REMOVE AND ss REPLACE CONCRETE PAVEMENT ' ! 5/8' S 39.59'06' _ IRF 'BHB' CAP -._.._.._.._.._.._.._.._..-.._..-.._..-.. E -0.43' _.._.._.. _-. _. a,_...I S 89.18'53' "iii.-JAS REQUIRED) � 5/' 5IFkF.0' • CAP BEARS 35.Bs•53'+ E 0.4T 1/2' Ips WEARS 67.3]'3]} V GENERAL NOTES FOR SANITARY SEWER 1. ALL PROPOSED SANITARY SEWER PIPE SHALL BE PVC SDR-35. RIM ELEV-618.5 ! FL-NORTH 699.6[IN)8' PVC 2. WHEN A PROPOSED SEWER LINE CROSSES AN EXISTING WATER LINE. THE ! i EAST 609.5(OUT)e' PVC I , RIM ELEV•613.1 FL-EAST S06.3(IN)8' PVC CONTRACTOR SHALL INSTALL ONE 20 FOOT JOINT OF DR-18 (C-900) ON THE - NORTH 606.3(1N)8' PVC SEWER LINE, CENTERED ON THE WATER LINE, USING SDR-26 TO C-900 I I i SOUTH 606.2(OUT)8' PVC ADAPTORS. NO SPECIAL PAY WILL BE PERMITTED FOR THIS ITEM. ! I 3. ALL PROPOSED SEWER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS. j ADJUST EXISTING ALL LINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 8" OF I FIRE HYDRANT AS BACKFILL REPLACED WITH CRUSHED STONE INCLUDING SERVICES. I REQUIRED 4. ALL SEWER LINES SHALL BE INSTALLED PER CITY 88'A913I09S.STANDARDS. 5. ALL WATER MAIN CLEARANCE FOR PARALLEL SANITARY SEWER MAIN SHALL SHEET BE A MINIMUM SEPARATION OF 3 FEET VERTICAL AND 9 FEET HORIZONTAL. C1.05 MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER MEETING DATE: AUGUST 19, 2014 SUBJECT: FINAL PLAT APPLICATION LOT 1R-1, BLOCK 1, HILLTOP ADDITION (BEING A REPLAT OF LOT 1 R, BLOCK 1, HILLTOP ADDITION AND LOT 1, BLOCK 1, SLAGLE ADDITION) PLAT APPLICATION FILING DATE ........................................................August 12, 2014 APPLICANT ..................................................................... Joesph Inbeck, Spry Surveyors REASON FOR APPLICATION ................................................... Platting two lots into one PROPERTY LOCATION .....................Southwest corner of Dallas Road and Jean Street ACREAGE..................................................................................... .......................... 1.129 ZONING................................................................................................ LI: Light Industrial NUMBEROF LOTS ......................................................................................................... 1 PREVIOUS PLATTING ................................................................. I ............................ 2008 CONCEPTPLAN ................................................................................................ CU14-32 SITEPLAN ................................................................................................................... No OPEN SPACE REQUIREMENT ................................................................................... No AVIGATION RELEASE ............................................................................ ................... Yes PUBLIC HEARING REQUIRED ................................................................................... Yes 0:\AGENDA\2014\08-19-14\Hilltop_R.doc PLAT INFORMATION SHEET FINAL PLAT APPLICATION LOT I R-1, BLOCK 1, HILLTOP ADDITION (BEING A REPLAT OF LOT 1R, BLOCK 1, HILLTOP ADDITION AND LOT 1, BLOCK 1, SLAGLE ADDITION) • The applicant, Joseph Inbeck is platting two existing lots into one lot. The property is 1.129 acres and is located at southwest corner of Dallas Road and Jean Street. STREET SYSTEM: • The development has access to Dallas Road and Jean Street • ALL abutting roads: Z are on the City Thoroughfare Plan: Dallas Road Z are not on the City Thoroughfare Plan: Jean Street ❑ Periphery Street Fees are due as follows: Type of Roadway Cost / LF ❑ Major Arterial (A) $ 234.57 / LF F-1 Major Arterial (B) $ 178.35 / LF F-1 Minor Arterial (C) $ 203.06 / LF F-1 Minor Arterial (D) $ 170.33 / LF r-1 Collector (E) $ 170.33 / LF ❑ Collector (F) $ 150.98 / LF ❑ Sidewalk $ 25.00 / LF F-1 Curb & Gutter $ 10.00/1-F Z Periphery Street Fees are not due: TOTAL STORM DRAINAGE SYSTEM: Length Cost 0 The site drains south into Jean Street storm water system. • The developer will be required to design for onsite as well as offsite drainage in accordance with the requirements of the City of Grapevine's Code of Ordinances. 0:\AGENDA\2014\08-19-14\Hilitop_R.doe IV. WATER SYSTEM: ® The existing water supply system bordering the subject site is adequate to serve the development. ❑ The existing water supply system bordering the subject site is not adequate to serve the development. Additional off site water system improvements will be necessary to serve the site. V. SANITARY SEWER SYSTEM: ® The existing sanitary sewer collection system bordering the subject site is adequate to serve the development. ❑ The existing sanitary sewer collection system bordering the subject site is not adequate to serve the development. VI. MISCELLANEOUS: ❑ Water and Wastewater Impact Fees are not required for: ® Water and Wastewater Impact Fees are due prior to the issuance of building permits: Lot 1R-1, Block 1, Hilltop Addition Single Family Residential ( $ 2,191/ Lot) ❑ Multifamily ( $ 1,026 / Unit) ❑ Hotel ( $ 38,107/ Acre) ❑ Corporate Office ( $ 18,847/ Acre) ❑ Government ( $ 4,037/ Acre) ® Commercial / Industrial ( $ 5,209 / Acre) ® Open Space Fees are not required for: Lot 1 R-1, Block 1, Hilltop Addition ❑ Open Space Fees are required for: ❑ R-5.0, Zero Lot District ( $ 1,416.00 / Lot) ❑ R-7.5, Single Family District ( $ 1,146.00 / Lot) ❑ R-12.5, Single Family District ( $ 1,071.00 / Lot) ❑ R-20.0, Single Family District ( $ 807.00 / Lot) O:\AG E N OA\2014\08-19-14\H it ltop_R.doc ❑ Public Hearing Only ❑ Variances were required on the following items: ❑ Front building line ❑ Rear building line ❑ Lot width & depth ❑ Max. Impervious Area ❑ Special Exception to the required front yard landscape setback The following items associated with this plat are not in accordance with the current subdivision standards: ❑ 50' ROW dedication not met: Developer is proposing to dedicate variable width private access easements throughout the development. The access easements will be owned and maintained by a Home Owners Association (HOA). ❑ Length of cul-de-sac street exceeds the 600 -foot limit: ❑ Driveway Spacing not met. V11. STATEMENT OF FINDINGS: A. The City has determined that the right-of-way and easements required to be dedicated for streets, utilities, drainage, access, sidewalks and other municipal needs and services are consistent with the City's ordinances and master plan, are reasonable and are connected to the proposed project in the following manner: ❑ The right-of-way provides for future widening of public streets that will serve the development of this site. ® The onsite utility easements provide for a utility network to serve the development of this site. ® The onsite drainage easements provide for a drainage network to serve the development of this site. ❑ The onsite access easements provide cross access capabilities to this site and surrounding property. ❑ The onsite sidewalk easements provide for a sidewalk network to serve the development of this site. O:\AG E N DA\2014\08-19-14\H i I Itop_R.doc B. The City further finds that the required dedication is related both in nature and extent to the impact of the proposed development as follows: ❑ The right-of-way is necessary to provide for future widening of public streets that will serve the development of this site. ® The onsite utility easements are necessary to provide for a utility system to serve this development and connect to existing utilities on surrounding property. ® The onsite drainage easements are necessary to provide for storm drainage improvements to serve the development of the site. ❑ The onsite access easements are necessary to provide cross access capabilities to this site and surrounding property. ❑ The onsite sidewalk easements are necessary to provide for a sidewalk network to serve the development of this site. ® All of the dedications benefit the development to at least the extent of the impact of such on the development. VIII. RECOMMENDATION: The members of the City Council and The Planning & Zoning Commission consider the following motion: "Move that the City Council (Planning and Zoning Commission) approve the Statement of Findings and the Final Plat of Lot 1 R-1, Block 1, Hilltop Addition." 0:WGENDA\2014\08-19-14\Hilltop_R.doc 9 APPLICATION FOR PLATTING CITY OF GRAPEVINE, TEXAS TYPE OF PLAT: -Preliminary Final X Replat _Amendment PROPERTY DESCRIPTION: Name of Addition: Number of Lots: Gross Acreage' Proposed Zoning: Location of Addition: PROPERTY OWNER: Name: act: Ad�ress: City State: Zip: Phone: ji,.. Fax Signature: APPLICANT: Email: Name: `--S Contact: Address:SKr City / State: Zip: Phone: - Fax: Signature,;.,,- Email: SURVEYOR: Contact: Address: �--&fy7 State: Zip: Phone: Fax: Email: FOR OFFICE USE ONLY APPLICATION FOR PLATTING CITY OF GRAPEVINE, TEXAS TYPE OF PLAT: Preliminary Final '—Reelat Amendment PROPERTY DESCRIPTION: Name of Addition - Number of Lots- Gross AcreageA, Proposed Zoning. Location of Addition - PROPERTY OWNER: Name:Contact Address. City / State- Zip:.} Phone. "z " 71- Fax - Signature - Email - APPLICANT Name- Contact. -5 Address:60 City State- Zip- Phone - Fax. Signature- Email Name: Contact - Address, v­'�'.- y / t State- Zip- Phone: Fax: Email. Application Received - Fee Amount. $ FOR OFFICE USE ONLY Bv: Check Number- VICINITY MAP war rD scxc P.O.C. "X" IN CONC.(CM.) 1/2" IRF W ( L _ I A IIT N N 3 O N O 2 5/8" IRF "BHB' CAP S 39'59'06" E -OAS P.O.B. 1/2- IRF "3688" CAP DALLAS VISIBILITY EASEMENT CAB. A, EL, 11987 PKJO.T_ AVIGATION RELEASE THE STATE OF TEXAS § COUNTY OF TARRANT § WHEREAS, LP Industrial LLC, hereinafter called "Owner" (whether one or mil"). is the own of that certain parcel -of land situated in the City of Grapevine, Tarrant County Texas, being said property asdescrbed as shown on this plot NOW THEREFORE he deration of the su of ONE AND 00/100 ($1.00) DOLLAR and other good old valuable nsiderotion, the r ce:pt and suffcency of which :s hereby fully acknowledged and confessed Owner does hereby w. release, comes and quitclaim to the City of Grapevine, Torrent County, Texos, the Dallos-Fort Worth International Airport Beard, the Cities of Do as, Texas and fort Worth, Texas, their suc s s and assigns, hereinafter called "Cities', for the use and benefit of the public and its agencies, any sand all claims for damages of any kind to persons or property that Owner may suffer by reaso of the passage and flight of all aircraft in the air space above Owner's property above the height restriction as presently established by Ordinance No. 73-50 for the City of Grapevine, known as the Airport Zoning Ordinance of the Dallas -Fort Worth International Airport, to an infinite height above some, whether such damage shall originate from nosvibration, fumes, dust, fuel and lubricant particles, and all other effects that my be caused by the operon on of aircraft, landing at, or taking off from, or operating at or on the Dolds-Fort Worth International Airport. S 51'04'51 E This instrument does not release the owner or operators of aircraft from liability for damage to person or 1/2" IRF 24.54 property caused by falling of craft or fallings physical objects from aircraft, except as stated herein with respect to CAP 3688' noise, fumes. dust. fuel, and lubricant particles. N 8534'21" E �12181.50' �- n '--- __ It is agreed that this Release shall be binding upon said o rand his heirs and assigns, and successors interest to said property; and it is further agreed that thisWnstrument shall be a covenont r ring with the land, _ and shall be recorded in the Deed Records of the county or counties in which the property Is situated. - - -- - 1/2' IRF EXECUTED at _- do 2014. Texas. this y o£ - 0 - - - _ ' U.E. �AB. A, SL. T. I P R.T C.30 ��7 CAP I I I ( -- LOT 1R, BLOCK 1 I I HILLTOP ADDITION ' G' B.S.E. CAB, A, SLIDE 1!987 P_R.T_CJ, I I I I I AB I I I I I ' I I I 1A29ACRES � 1 I I I LOT 1R-1, BLOCK 1 I HILLTOP ADDITION 0' U.E. SAB. A, SL 11987 I P.R.T C.T. I /0' U-. CAB. A, SL.E11987 P.R.T.C.T. I of I n (ABANDONED BY THIS PLAT ` 0 ®9 o �j T/ 7 �� �, N aW N 85'56'48" E 59.69' DLDCLD�a/R//O/jP/�7/Y/LIN /////////��1'1'�'/ W/"BPRY' 11111 ,R _-_ I -_._----'-_- )0' D. & V.E. I � - CAB. , T.. 12985 r (ABANDONED BY THIS PLAT) I 1 b O L L Y S Li R b'E Y A- 4 2 2 I � I I ' I I Ali. A, SLE 12985 LOT 1, BLOCK 1 P.R.FC.T. SLAGLE ADDITION CAB. A, SLIDE 12985 P. R.T-C. T. �o 6' U.E. ' G' B.S.E. I VOL. 388-F, PG. 37 P.R.T.C.T. a� I CAB. A . SL. 12985 In I C. T P.R. T.. (ABANDONED BY THIS PLAT) 7, 0�111111ZIIX CAB. PAR$LSE.2985 I I I I I I I I I I I 10'0.&UE. I rCAB. ASL 12985 1- P--C.T. -- W LOT 2, BLOCK 1, M & H ADDITION CAB. A, SLIDE 10901 P.R.T.C.T. LOT 7, BLOCK 1, HILLTOP ADDITION VOL. 388-F, PG. 37-38 P.R.T.C.T. 1/2' IRF(C.W) LOT 8, BLOCK 1, HILLTOP ADDITION VOL 388-F, PG. 37-38 P.R.T.C.T. 10' U.E. A, SL 1198711 P.R T.C.T. 8" IRF "BHB" CAP BEARS 35'06'53" E 0.47' 2" IRF BEARS 67'31'31" W 1.41' The State of Texas County of Tarrant Before me_________--___-- on this day personally appeared _______________ known to me to be the person whose n subscribed to the foregoing strumeat and acknowledged to me that he executed the some for the purposes and consideration therein expressed. Given under my hand and seal of office this ____ day of . A.D. 2014. OWNER'S CERTIFICATE STHE STATE OF TEXAS § COUNTY OF TARRANT § WHEREAS, LP Industrial LLC, is the owner of a 1.129 a of loud in the William Dooley Survey, A-336, situated City of Garpevine, Tarrant County, Texas and being that tract described in Lot 1R, Block 1, Hilltop Addition, corded in Cabinet A Slide 11987 -n the Plot Record f To -rt County Texas (PR.TC.T.), and Lot 1, Block 1, Slagle Audit'an recorded in Cabinet A, Slide 12985 P.R.T.C.T. and bang more particularly described as follows: (all bearings shown hereon are based oa the Texas State Plane Coordinate System North Centro[ Zone) COMMENCING at an 'x'" in concrete found for the northeast co ner of Lot 1R1, Block L M & H Addition, recorded In Cabinet A, Slide 10901. P.R.T.C.T., in the ,,in right-of-way line of Dallas Rood (90' R.O.W.), then North 85' 34' 21" East - 60.00' along the south right-of-way line of said Dallas Road, to 0 1/2' iron rod with a "3688cop found for the most northerly northwest corner and POINT of BEGINNING of the herein described tract; THENCE North 85' 34' 21" East - 128.50' along the south right-of-way line of said Dallas Road, to a 1/2" iron rod with a 3688" cap found for the westcorner of the southwest right-of-way cutback line at the intersection Of said Dallas Rood and Jean Street(50' R.O.W.); THENCE South 51" 04' 51" East - 24.54' along said southwest right-of-way cutback line to a 1/2" iron rod with a '3688" cop found for south corner of said cutback line, in the west right-of-way of Jean Street ; THENCE South 00' 41' 07" East - along the west right-of-woy line of said Jean Street, passing at a distance of 138.25' a 1/2" ire rod with a "3688" cap found for the southeast corner of said Lot 7R, Block 1, Hilltop Addition, 1 with the northeast corner of said Lot 1, Block 1, Slagle Addition, and continuing for a total distance of 270.55'to the southeast corner of said Lot 1, Block 1, Slagle Addition, common with the northeast corner of Lot 2, Block 1, M & H Addition, recorded in Cabinet A, Slide 10901 P.R.TCT., from which a 5/8" iron rod capped with 'BHB" bears North 35' 06' 53'e East - 0.47'. and a 1/2" iron rod found bears North 67' 31' 31" West - 1.41', and from which a t/2" iron rod found for the comma east corn. of said Lot 7 and Lot 8, Block 1, Hilltop Addition, recorded in volume 388-F, Page 37-38 P.R.TC.T.n bears North 35' 06' 53"" East - 0.47'; THENCE South 89' 18' 53" West - 207.00' to the southwest c of said Lot 1, Block 1, Slagle Addition, common to the northwest c of said Lot 2, Block 1, M & H Addition, from which a 5/8" iron rod capped with 'HHB" bears South 39' 59' 06' East - 0.43'; THENCE North 00' 23' 04" West - 129.27' to a 1/2" iron rod found for the most westerly northwest corner of the herein described tract, common to the northwest corner of said Lot 1, Block 1, Slagle Addition and the southwest of the tract deeded to Richard 0. & Dorothy Jean Argraves, recorded in Volume 5955. Page 320 in the Deed Records of Tarrant County, Texas; THENCE North 85" 56' 48" East - 59.69' along the north property line of said Lot 1, Block 1, Slagle Addition, to a 1/2" iron rad capped with 'SPRY" set for as angle corner of the herein described tract, common with the southeast corner of said -Argraves" tract; THENCE North 00' 50' 33' West - 145.02' to the POINT OF BEGINNING and containing 1.129 acres of land. Notary Signature Notary Stamp: NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS, THAT LP Industrial LLC, the Owner, does hereby adopt this plat of 1R-1, BLOCK 1, HILLTOP ADDITION, an addition to the City of Grapevine, Tarrant County, Texas, and does hereby dedicate to the public use forever the rights-of-woy and easements shown hereon. The utility easements shall be open for all City or franchised public utilities for each particular use. The maintenance of paving on the ants is the responsibility of the property own r. No bindings or auxiliary structures shall be constructed. ease structed, or placed upon, o er, or cr s the ee .marts a shown. Said eas ents being hereby rierved far rothe mutual _a and a land on of all publicutilitiesusing, or desiring to eu e. Any City of se franchised utility shall have. the full right to re and keep re oved all or parts of ant fences, trees, shrubs. or other improvements or growths which in any way eadonger a, !interfere with the construction, maintenance, o efficiency of its respective system on the eo ments and all City or franchised utilities shall at all times hove the full right of fear... and egress to and fromandupon said eo ants for the purpose of constructing, Z SURVEYOR CERTIFICATE constructing. inspecting, patrolling, maintaining, and addg to so e eking all or parts of its respective system O 1. David Carlton Lewis, of Spry Surveyors, o Registered Professional Lord Surveyor of the State of without the necessity at any time of pros ring the permission of ranyona H Texos, do hereby certify that I prepared this plat from an ..feel ane accurate survey on the land p and that the corn. monuments shown thereon were properly placed under my personal supervision "1 have re :.wed the City's findings conerning dedications and I do agree that the statements are true and O U and in accordancewith the Platting Rules and Regulations of the State of Texas and the City of correct." v c Q t- Gmpevine- a This document shall not be recorded to This plat approved subject to all plotting ordinances, rules, quton-, and resolutions of the City of Grapevine, O a any Purpose. This drawing shall be used for tE QF, TF reTexas. -� REVIEW PURPOSES ONLY = y DAVID CARLTOLEWISitness my hand this the_-____-- day of _____--_-__. 2014. . g a p Oovid Calton Lef (S t".o 5647 �t Y D R.P.LS, No. 5647 U DO _Nate: AUGUST 8. 2014 DO David Carlton Lewis R P.L.S. No. 5647 Signature Title K On Spry Surveyor's NOTARY CERTIFICATE r Q U O STATE OF TEXAS COUNTY OF TARRANT N 0 T E S 1. According to the Flood Insurance Rale Map No. 48439CO115 K, published by the Federal Before me, the undersigned authority, a Notary Public in and for the said County and State, on this day Emergency Man.gement Agency, dated: September 25, 2009, the surveyed property shown hereon personally appeared known to me to be the person whose name �ssubscri bed to the foregoing does not lie within any special flood hazard area Inundated by the 100-ye1r flood. instrument and acknowledged to me that he/she executed the some for the purposes and considerations therein 2. All coordinates shown hereon based on the Texas Slate Plane Coordinate System, North expressed and in the capacity therein stated and as the at and deed therein stated. Central Zone. NAD 83. Given under seal of office, this ___ day my hand and of 2014. 3. Right-of-way dedication o ea: 0 Eos.ment dedication arca: 0.2128 are Net platted .... ra: 0.9162 0 Total platted are.: 1.129 acres -- Notary Signature Notary Stamp: Graphic Scale in Feet 0 20' 40' 60' A B B R E V I A T 1 0 N S D.RT.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS PBJ.C.T. PLAT RECORDS OF TARRANT COUNTY, TEXAS VOL VOLUME PG. PACE DOc. NO. DOCUMENT NUMBER IRT IRON ROD FOUND IRS IRON ROD SET P.O.B. POINT OF BEGINNING C.M. CONTROLLING MONUMENT N.E. UTIUTY EASEMENT B.L. BUILDING UNE Planning and Zoning Commission: Date Approved: ------- Grapevine City Council: Date Approved:____ -------------- AUG 02014 I i� LBy City Secretary:__ -_----_--- FINAL PLAT OF LOT iR-1, BLOCK 1 HILLTOP ADDITION BEING A REPLAT OF LOTS 1R, BLOCK 1, HILLTOP ADDITION, RECORDED IN CABINET A, SLIDE 11981, IN THE PLAT RECORDS OF TARRANT COUNTY, TEXAS, AND LOT 1, BLOCK 1, SLAGLE ADDITION, RECORDED IN CABINET A, SLIDE 12985, IN THE PLAT RECORDS OF TARRANT COUNTY, TEXAS, MMICH IS 1.129 ACRES IN THE MAWAM DOOLEY SURVEY, A - 336 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS OWNER: LP Industrial LLC ENGINEER: Hamilton Duffy. P.C. SURVEYOR: Spry Surveyors 1001 W Northwest Hwy ES&C.M., Inc 8241 Mid -Cities Blvd, Ste.100 Grapevine, TX 76051 8241 Mid -Cities Blvd., Sts.100 North Richland Hills, TX 76182 Phone. xxxxxxxxxxxx North Richland Hills, TX 76182 Phone: 817-494-6359 Phone: 817-268-0408 Firm Reg. No. 10112000 Fax: 817-284-8408 ZONING: U - LIGHT INDUSTRIAL DISTRICT SPRY PROJECT NO. 034-120-30 DATE: AUGUST 2014 '.. THIS PLAT WAS FILED IN DOCUMENT NO. ON DATE