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HomeMy WebLinkAboutCU2008-05A11.11E�AAIP VINE T E X A S CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Name of applicant/ �ag�ennt. Street address of a licant /agent: City / State/Zip Code of applicant / aagent_ �.' o—& od11�- Telephone number of applicant/ agent. X12- 2�S- 3�3� Faxnumber of applicant / agent. 9'12-Z3S Applicant's interest in subject property: JL -4— VC) 0 (j,4A+ PART 2. PROPERTY INFORMATION Street address of subject property a S O ( W 1 11 %"arY, E Legal description of subject property (metes & bounds must be described on 8 1/2" x 11" sheet) L.ok I R2- e)LvcC- I R- J 1 Size of subject property ' ' , �ccs t H O) � • H I (a / „ �CJ� Acres I Square footage Present zoning classification: C Proposed use of the property: 1 0� Deo'w&vu Minimum/ maximum district size for conditional use request. 2- Qcw's Zoning ordinance provision requiring a conditional use: PART 3. PROPERTY OWNER INFORMATION Name of current property owner. Street address of property owner.' 110 � sem- 11 City/ State /Zip Code of property otrher coos 1 Telephone number of property owner. Cb 11 -� x{21 - l Zoo Fax number of property owner., $1+1-- 21- ZDV ubmit a letter describing the proposed conditional use and note the request on the site plan document /n the same letter, describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional use by &�4pplicable district regulations (example: buffer yards, distance between users) n the same letter, describe whether the proposed conditional use will, or will not cause substantial hart 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. `B'). /Applicatlon of site plan approval (Section 47, see attached Form 8' The site plan submission shall meet the requirements of Section 47, Site Plan Requirements, and Sectigo,45.E. C', U 0 F-6 5 A rvr conagronal use and condltional use appllC&!tons are assumed to be complete "on filed and will be placed on the agenda for pu4lto hearing at the discretion of the staff Btmsod on the sire of the agenda, your application may be scheduled to a laterdate. I All public hearings wN ba opened and testimony given by appficants and /ntoroatod alzonry. public hearings may ba continued to rho noxi pubild ho&ring. Fubsc hearings w1V not be tabled. I Any chars to a 3&e. plan (no matter how mlnoror MOO approved with a conaltkuial use or conditional use permit Can o* be approved by city council through the public hearing process. I heve road and understand alt the requirements as set forth by the Wlkatlon for condbonal use or cond9bnat use permit and acknowledge that a!7 re ulroments of this s frcation have been met at the time of aubmrltal. ART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AN Ems, CO; DITIONAL USE REQUEST SIGN ON THE SUB.IECT PROPFRry The Stela Of. =ew&a=' G �� County of Before Me on this day P&M& s ly appearod,� (notary} eppikano known to me (or proved to me on the oath of CErtf or other document) to be the person whose name Is subscribed to the fmogakV Instrument and acknowtedg&d to mo that he executed the same for the purpa and conskleraHon therein expressed. (Seal] Given day of�� A.D. ►" VICTORIA GOND MY COMMISSION EXRES c DECEMBER 28!.2010 NotaryIn And For Stat& Of Texas - -� - - - Prop Owner's S Thomas; R. Durant The State of Texas County of Tarrant Before Me Tammy Kimb e r (notary} on this day persansttyappeared Thomas R. Durnmt (property owner) known to me (or PlWad to me on the oath of oOrd or other deeumont} to be the person whose name Is subscribed to tho foregoing instrument and acknowledged to mo that he executed the same for the purposes and conskeeratlon therein &xpressed. (Seal) Given undarmy hand and se&f of otllce this ---L_ day of i % A.D. TAMMY KIMBER •; MY COMMISSION p(PIEiES -1 16 2008 Notary In And t6 0f Taxes .°.t t 61b'd g "SGS222L66:01 S02) I2blT8 1810an3H0 3ISSU-10:w0Jd 90:2S 80022 -T0 -88d CL)0�-05 ACKNOWLEDGEMENT AU 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 m4ior) approved with a condltlonal use ora special use permit can only be approved by city council through the public hearing process. Any application for a change /n 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. N 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 flling 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. 1 have read and understand all of the requirements as set forth by the application for conditional use or special use permit and a k�ow/ec; & that all requirements of this appUcation have been met at the time of�mlfr'I Signature of Applicant Signature of Owner Date: 'Z'1- U8 6��'d t7t7S6S222L66:01 SOZLIZbLI8 12-10W3H0 3ISSU-10:W0j-J 90:2T 8082 -Ie -03S 4AC Lfc 2250 PID a2 0 2300 �� I$ 4a �t`.$ 1 � 2301 TR 12B kk cc _ 2301 >� 2100' 2330 �`{ R� TR 1281 �i a 9e73@ �o 321 @ U 0 TR "�i, 1 TR 6A 66 AC - �� 1AC IL Ys�• • • • • • • • • • • • • • • • • • • • • Q TR2 34592 AC Ll TR 2E 1 2701 ��$�t'+ • • • . • . . . • • • • .@ . �t24 ::............... 2049 \ -7f&A�za- -- ...... pp��11..... 3I3 70 zq.�y 2 • • �. Ytl{F�51 . . 14.3 • l6� TR 2E 1 2571 3A 116 IC 2202` ,I 26 ��•$`{��/i�G 35 5 L �.. ( 2607 2601 - W 780@ Co 127r 2127 m O PID NCN R-20 U) 400@ _ 2601 ' A O U) U) N � 7.4ox I 3000 3000 g 3001 2803 V� A I 1 inch equals 400 feet `'g4O TR 2A 3L4 AC ® 2553 3 '® 1971p�, + 1 2551 2551 2551 I 4 ®•, TR2 34,592 AC 2 241 @ 2553 2553 BP 1 1.37 1.NU51WAM IR 12 2301 460 R -MF -2 Q R 2e :LB::::.... 2300 . 026 Ly' 7 1zo • s2 ._.2301 ---_ wg l4 'TR12ERA • • • • • • • �Q •3.10@: . . . . . . • TR 12C 4075@ 1079 Q ■ : . . 6. �. . . . . . . • . . V V 41 @ 2400 4� TR IAS @a /A d .769 . . . . .5:94 . . . • . • 2531 @ . . • 2600, d o ` 19,2: .� 4: 5922'@ a\ ... U 0 TR "�i, 1 TR 6A 66 AC - �� 1AC IL Ys�• • • • • • • • • • • • • • • • • • • • • Q TR2 34592 AC Ll TR 2E 1 2701 ��$�t'+ • • • . • . . . • • • • .@ . �t24 ::............... 2049 \ -7f&A�za- -- ...... pp��11..... 3I3 70 zq.�y 2 • • �. Ytl{F�51 . . 14.3 • l6� TR 2E 1 2571 3A 116 IC 2202` ,I 26 ��•$`{��/i�G 35 5 L �.. ( 2607 2601 - W 780@ Co 127r 2127 m O PID NCN R-20 U) 400@ _ 2601 ' A O U) U) N � 7.4ox I 3000 3000 g 3001 2803 V� A I 1 inch equals 400 feet `'g4O TR 2A 3L4 AC ® 2553 3 '® 1971p�, + 1 2551 2551 2551 I 4 ®•, TR2 34,592 AC 2 241 @ 2553 2553 BP 1 1.37 1.NU51WAM CU08-05 APRIL 24, 2008 CLASSIC 2501 WILLIAM D. TATE AVENUE HUMMER PROPOSED TO BE PLATTED AS LOT 1R2, BLOCK 1R, CLASSIC HUMMER ADDITION CLASSIC HUMMER 1. Please add case number CU08-05 and label sheet numbers in consecutive order on the lower right hand corner of all each sheets. 2. Please include the existing vehicle fueling station on all of the final revised sheets. Please label the 10,000 square foot building and vehicle display area of phase IV as conceptual. 3. Please provide a sealed drawing of the final revision of the site plan. 4. Please provide and internal traffic circulation plan on the site plan. 5. Please provide a revised landscape plan which shows existing landscaping and any proposed landscaping for the entire site. 6. Please label on the site plan which of the existing parking spaces are designated for customers, new/used vehicle storage, vehicle service and employees and include that information in the site data table provided. 7. Please add the following note to the site plan: all on-site electrical conductors associated with new construction shall be located under ground. 8. Please add the following note: Conditional use request, CU08-05 is a request to amend a previously approved site plan of CU08-05 SPRC, CU04-30 SPRC and CU03-34 (Ord. 03-60) for an automotive dealership with the sale and repair of new and used vehicles, specifically for the addition of additional acreage for the expansion of an automobile dealership. The above comments must be reflected in the revised submittal, which is due by Thursday, May 1 at 12:00 p.m. for the May 20 joint public hearing. Please submit the revised documents to the Department of Development Services at 200 South Main Street. The revised submittal shall include: one (1) Mylar of each sheet (minimum size 22" x 34") one (1) colored version of the landscape plan on 11" x 17" or a digital version of the same two (2) folded blackline copies of each sheet, (minimum size 22" x 34") forty (40) reduced sorted (collated sets) copies at 11" x 17" three hole punched, stapled and z -folded (fold the right edge to the left edge and then fold the right edge in half to form a z -fold). If these revisions are made and submitted at the correct time, you will be scheduled for the next available agenda. If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155. 2 HP OfficeJet K Series K80 Personal Printer/Fax/Copier/Scanner Last Transaction Date Time Type Identification Log for DEVELOPMENT SERVICES 8174103018 Apr 24 2008 4:41pm Duration Pages Result Apr 24 4:41pm Fax Sent 99722359544 0:30 2 OK May 2, 2008 Ms. Christine Lopez Fort Worth Star Telegram P.O. Box 1870 Fort Worth, Texas 76102 RE: Grapevine Account # CIT 25 Dear Ms. Lopez, VIAFACSIMILE 817-390-7520 Please find enclosed the following for publication on Sunday, May 4, 2008, in the Northeast Edition of the Neighborhood Extra Section of the Fort Worth Star Telegram. (One time only) Item Notice of Public Hearing CU08-05A - Classic Hummer Notice of Public Hearing CU08-11 & SU08-02 - Baylor Medical Center Notice of Public Hearing CU08-12 - Grapevine Beer & Wine Notice of Public Hearing PD08-01 - Amino Transport Meeting Date May 20, 2008 May 20, 2008 May 20, 2008 May 20, 2008 As always, your assistance is greatly appreciated. If you have any questions please contact me at (817) 410-3155. Sincerely, Albert L. Triplett, Jr. Planner 11 DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine e P 0 Box 95104 Grapevine, Texas 76099 ® (817) 410-3154 Fax (817) 410-3018 www.ci.-rapevine.tx.us Z� CITY OF GRAPEVINE, TEXAS On Tuesday evening, May 20, 2008 at 7:30 P.M. in the City Council Chambers, 2nd Floor, 200 South Main Street, Grapevine, Texas, the City Council and Planning and Zoning Commission of the City of Grapevine will hold a public hearing to consider the following items: CU08-05A - CLASSIC HUMMER - submitted by Pacheco Koch for property located at 2501 William D Tate Avenue #E and proposed to be platted as Lot 1 R2, Block 1 R, Classic Hummer Addition. The applicant is requesting a conditional use permit to amend the previously approved site plan, specifically for the addition of additional acreage for the expansion of an automobile dealership. The property is zoned "CC" Community Commercial and is owned by 2501 Partners. CU08-11 & SU08-02 - BAYLOR MEDICAL CENTER - submitted by HDR Architects for property located at 1660 West College Street and platted as Lot 1A, Block A, Grapevine Medical Center Addition. The application is requesting a conditional use permit to amend the previously approved site plan specifically to allow the development of a parking structure. The applicant is also requesting a special use permit to allow a helistop on the top tier of the proposed parking garage. The property is currently zoned "CC" Community Commercial District and Planned Commerce Development District and is owned by Baylor Regional Medical Center. CU08-12 - GRAPEVINE BEER & WINE - submitted by Suresh Dovra for property located at 2100 East Northwest Highway #215 and platted as Lot 4, Grapevine Plaza Addition. The applicant is requesting a conditional use permit to amend the previously approved site plan, specifically to allow the possession, storage, retail sale and off -premise consumption of alcoholic beverages (beer and wine only) in conjunction with a convenience store. The property is currently zoned "CN" Neighborhood Commercial and is owned by Park Place Shopping Center. PD08-01 - AMINO TRANSPORTATION - submitted by Baird Hampton & Brown for property located at 3091 Dove Road and platted as Lot 1, Block 10, Parra Linda Estates. The applicant is requesting a planned development overlay to allow the development of a 3 -story office building. The property is currently zoned "PO" Professional Office and is owned by Amino Enterprises. After all parties have been given an opportunity to speak, the public hearing will be closed 0: and the Commission and the City Council will deliberate the pending matters. Please contact the Department of Development Services concerning any questions, 200 South Main Street, Grapevine, Texas, 76051 or P.O. Box 95104, Grapevine, Texas, 76099, 817- 410-3155. A copy of the site plan for all the above referenced requests is on file with the Development Services Department. tI HP OfficeJet K Series K80 Personal Printer/Fax/Copier/Scanner Last Transaction Date Time Type Identification May 2 1:41pm Fax Sent 98173907520 Log for DEVELOPMENT SERVICES 8174103018 May 02 2008 1:42pm Duration P es Result 0:55 3 OK INVOICE� Star-Telegram Customer ID: CIT25 - 400 W. 7TH STREET Invoice Number. 296840631 FORT WORTH, TX 76102 (817) 390-7761 Invoice Date: 5/4/2008 Federal Tax ID 22-3148254 Terms: Net due in 21 days Bill To: 2008 Ingy 19 RM 9 1.9 Due Date: 5/31/2008 PO Number: CITY OF GRAPEVINE SECRETARY PO BOX 95104 Order Number: 29684063 GRAPEVINE, TX 76099-9704 Sales Rep: 073 Description: CITY OF GRAPEVI Attn D.EVANS . Publication Date: 5/4/2008 b e� Dct�lp%on p� �P�ahy Cpl eph�inage T�ZatemOAn CITY OF GRAPEVINE, TEXAS On 13580 1 151 151 LINE $3.33 $502.83 Mise Fee $10.00 Net Amount: $512.83 CNRjSTY L. HOLLAND I MY COMMISSION EXPIRES July 31, 2006 THE STATE OF TEXAS County of Tarrant Before me, a Notary Public in and for said County and State, this day personally appeared Deborah Baylor, Bid and Legal Coordinator for the Star - Telegram, published by the Star -Telegram, Inc. at Fort Worth, in Tarrant County, Texas; and who, after being duly swom, did depose and say that the attached clipping of an advertisement was published in the . Nve nam paper on the listed dates: BIDS & LEGAL DEPT. STAR TELEGRAM (817) 390-7501 Vk \ k #71 A SUBSCRIBED AND SWORN TO BEFORE ME, THIS Monday, Notary Thank You For Your Payment --------------------------------------------- Remit ..... _ _. _.. — _ _ — . -- _ _...— .-...— ._........ — _ — __._ —.... — ._. V _ — _ _ _ _. __.. — — _ _...-- — ,.._. —.._ Remit To: Star-Telegram'3 V Customer ID: CIT25 P.O. BOX 901051 Customer Name: CITY OF GRAPEVINE SECR FORT WORTH, TX 76101-2051 Invoice Number: 296840631 Invoice Amount: $512.83 PO Number: Amount Enclosed: =.��outticrk, Chambers; of Grapevine v hold a public hear! to consider the f .lowing items: -UO8-05A - CLAS! HUMMER - subrr ted by Pacheco Kc for propertylocal at 2501 William Tate Avenue #E e proposed to platted as Lot 11 Block 1R, Clas Hummer Additi The applicant is questing a cor tional use permit amend the prE ousiy approved plan, specifically the addition of ditional acreage the expansion of automobile dea ship. The p� pe zoned C CC munity Commer and is owned by 2! Partners. CU08-11 & SU08-C BAYLOR MEDIC CENTER - submit by HDR Archite for property Iota at 1660 West Coll Street and platter Lot 1A, Block Grapevine Med Center Addition.' application is questing a col tional use permit amend the pr ously approved' plan specifically allow the deve ment of a part structure. The plicant is also questing a spe use permit to at a heiistoo on the CU08-12 - GR. VINE BEER & V submitted Suresh Dovra propertcate 2100 East North Highway #215 platted as Lo Grapevine i Addition. The e cant is request conditional use mit to amend sale e of for property Ic at 3091 Dove and platted as Block 10, Parra Estates. The cant is reques planned de or a s -story or building. The pi erty is currel zoned "PO" Prol sional Office am owned by Art Enterprises. After all parties h been given an portumty to spi the ppublic heal will be closed the Commission the City Council deliberate 3155. A copy of site plan for all above referer reauests is on t File #: CU08-05A CLASSIC HUMMER NOTICE OF PUBLIC HEARING GRAPEVINE CITY COUNCIL AND PLANNING AND ZONING COMMISSION Because you are a property owner within 200 feet of the subject tract of land as shown by the last City -approved tax rolls, you received this notice. If you cannot or do not wish to attend the hearing, the attached form is provided for your convenience. If owners of more than 20% of the property within 200 feet of the subject tract object to the case, a 3/4 vote of the City Council is required to approve the request. Purpose of Request: The public hearing is to consider an application submitted by Pacheco Koch for property located at 2501 William D Tate Avenue #E and proposed to be platted as Lot 1 R2, Block 1 R, Classic Hummer Addition. The applicant is requesting a conditional use permit to amend the previously approved site plan, specifically to allow additional acreage for the expansion of an existing automobile dealership. The property is zoned "CC" Community Commercial and is owned by 2501 Partners. A copy of the site plan is on file with the Department of Development Services. Hearing Procedure: When: 7:30 PM, TUESDAY, MAY 20, 2008 What: JOINT PUBLIC HEARING GRAPEVINE CITY COUNCIL & PLANNING AND ZONING COMMISSION Location: PUBLIC HEARING: COUNCIL CHAMBERS, 2nd FLOOR COMMISSION'S DELIBERATION SESSION, 2nd FLOOR 200 S. MAIN STREET, GRAPEVINE, TEXAS Applicant and Other Speakers' Presentation. Public Input, Neighborhood Associations, Property Owners Within 200 feet, Interested Citizenry. Questions from City Council and Planning and Zoning Commission for Applicants, City Staff and Guests Present. File #: CU08-05A CLASSIC HUMMER WRITTEN COMMENTS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN.5 PM ON MONDAY MAY 19 2008 Procedure to Respond: As (a Property Owner within 200 feet of the subject tract) or (an interested citizen), I (approve) (protest) and/or (have the following comments) Current Property Owner Name (printed) Property Address: Lot , Block , Addition Property Owner Signatu Daytime phone number: Telephone: (817)410-3155 Fax: (817)410-3018 Direct questions and mail responses to: Planning Secretary Department of Development Services City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 Development Service Department Public Hearing Property Owner Research Applicant: CLASSIC HUMMER Case No.: CU08-05A Address/Legal Description: 2601 WILLIAM D TATE AVE - • . P - . . • .. - . • . . PARRA, FRANK 002601 WILLIAM D TATE CHRYSLER REALTY COMPANY LLC AUTOPLEX ADDN AVE 1000 CHRYSLER DR BLK 1 LOT 113 AUBURN HILLS MI 483262766 PARRA, FRANK 002601 WILLIAM D TATE CHRYSLER REALTY COMPANY LLC AUTOPLEX ADDN AVE 1000 CHRYSLER DR BLK 1 LOT 1C AUBURN HILLS MI 483262766 CLASSIC HUMMER 002531 WILLIAM D TATE 2501 PARTNERS LTD ADDITION AVE PO BOX 1717 BLK 1 R LOT 1 R2 GRAPEVINE TX 760991717 CLASSIC HUMMER 002571 WILLIAM D TATE 2501 PARTNERS LTD ADDITION AVE PO BOX 1717 BLK 1 R LOT 1 R3 GRAPEVINE TX 760991717 CATE, JAMES SURVEY 002551 STONE MYERS STONE, A C EST A 315 TR 2 PKWY 2551 STONE MYERS PKWY LESS HS GRAPEVINE TX 760514324 CATE, JAMES SURVEY 002551 STONE MYERS STONE, A C EST A 315 TR 2 HS PKWY 2551 STONE MYERS PKWY GRAPEVINE TX 760514324 CATE, JAMES SURVEY 002551 STONE MYERS STONE, A C EST A 315 TR 2 HS PKWY 2551 STONE MYERS PKWY GRAPEVINE TX 760514324 CATE, JAMES SURVEY 002551 STONE MYERS STONE, A C EST A 315 TR 2 PKWY 2551 STONE MYERS PKWY LESS HS GRAPEVINE TX 760514324 CATE, JAMES SURVEY 002049 PROSPECT 2501 PARTNERS LTD A 315 TR 2E PKWY PO BOX 1717 GRAPEVINE TX 760991717 CATE, JAMES SURVEY ARLINGTON GRAPEVINE 4601 PARTNERS LTD A 315 TRS 3 RD PO BOX 1717 GRAPEVINE TX 760991717 FAY, JONATHAN B 002301 WILLIAM D TATE FIRST BAPTIST CH GRAPEVINE SURVEY AVE 301 E TEXAS ST A 530 TR 12 GRAPEVINE TX 760515406 FAY, JONATHAN B 002301 WILLIAM D TATE FIRST BAPTIST CH GRAPEVINE SURVEY AVE 301 E TEXAS ST A 530 TR 12B01 GRAPEVINE TX 760515406 0:\ZCU\F0RMS\ZCU.31 a.doc Development Service Department Public Hearing Property Owner Research Applicant: CLASSIC HUMMER Case No.: CU08-05A Address/Legal Description: 2601 WILLIAM D TATE AVE Proof of Notice in the City of Grapevine, Texas Case No. CU08-05A Planning and Zoning Commission Pursuant to Article 1011 F, Vernon's Civil Statutes: I, the undersigned being a Planner for the City of Grapevine and having the records pertaining to applications for change of zoning and the notices sent pursuant thereto under my supervision and control, in the performance of the function of my office and employment, do hereby solemnly swear and affirm that pursuant to Article 1011 F, Vernon's Civil Statutes, written notices were served on the parties listed above in the City of Grapevine, zoning Case CU08-05A on this the 9th day of May 2008. (D) — Duplicate (,/) — Indicates notice addressed and stamped. Executed this the 9th day of May 2008. City of Grapevine Planner State of Texas County of Tarrant Before me Susan Batte on this day personally appeared Albert Triplett Jr. 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'eal of office this 9th day of May 2008. d Nota in and for State of Texas ®6/11#4{ 4,`4®``d 0:\ZCU\F0RMS\ZCU.31a.doc 2 FAY, JONATHAN B ARLINGTON GRAPEVINE 4601 PARTNERS LTD SURVEY RD PO BOX 1717 A 530 TR 12C GRAPEVINE TX 760991717 FAY, JONATHAN B 002301 WILLIAM D TATE FIRST BAPTIST CH GRAPEVINE SURVEY AVE 301 E TEXAS ST A 530 TR 12 D GRAPEVINE TX 760515406 TXDOT P O BOX 6868 FORT WORTH TX 76115 Proof of Notice in the City of Grapevine, Texas Case No. CU08-05A Planning and Zoning Commission Pursuant to Article 1011 F, Vernon's Civil Statutes: I, the undersigned being a Planner for the City of Grapevine and having the records pertaining to applications for change of zoning and the notices sent pursuant thereto under my supervision and control, in the performance of the function of my office and employment, do hereby solemnly swear and affirm that pursuant to Article 1011 F, Vernon's Civil Statutes, written notices were served on the parties listed above in the City of Grapevine, zoning Case CU08-05A on this the 9th day of May 2008. (D) — Duplicate (,/) — Indicates notice addressed and stamped. Executed this the 9th day of May 2008. City of Grapevine Planner State of Texas County of Tarrant Before me Susan Batte on this day personally appeared Albert Triplett Jr. 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'eal of office this 9th day of May 2008. d Nota in and for State of Texas ®6/11#4{ 4,`4®``d 0:\ZCU\F0RMS\ZCU.31a.doc 2 j025j 120 92@2 1 TR 1111111 T 12C 3 075@ co, C'V IR3A2' TR 3 1.341 @ •:591191 . . . . . . . . . . . . . . . 1&2. . . . . . . V22 Q 1113: TR 2E 2049 . . . . . . . .1R3 • 2E 777BP 2571 CI) T CF) Co U) ED Z to N 2601 74 1A 01", 0 1 inch equals 300 feet 2601 25512551 2551 3 1,97 _a Y, 6pA 4 2553 2 2553 2,41 @ mm1:M � TR gk 166 AG I/ TR2 34.592 4 592AC TR2 34,592 AC N TR 6A 1 AC 2553 CHRYSLER REALTY COMPANY LLC 1000 CHRYSLER DR AUBURN HILLS MI 483262766 TXDOT P O BOX 6868 FORT WORTH TX 76115 STONE, A C EST 2551 STONE MYERS PKWY GRAPEVINE TX 760514324 2501 PARTNERS LTD PO BOX 1717 GRAPEVINE TX 760991717 4601 PARTNERS LTD PO BOX 1717 GRAPEVINE TX 760991717 FIRST BAPTIST CH GRAPEVINE 301 E TEXAS ST GRAPEVINE TX 760515406 CU08-05A CLASSIC HUMMER TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER A�� SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE: MAY 20, 2008 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU08-05A r ---I I '� i I I t ----------- --I Grapevine � Lake �. APPLICANT: Christopher M. Jones � I opo I I Ra I I I I.H.1635 Northwest� I PROPERTY LOCATION AND SIZE: a The subject property is located at 2501 William D. i Tate Avenue and is proposed to be platted as Lot °FW po ; 1R2, Block 1R, Classic Hummer Addition. The Hall -Johnson Airport I T____� addition contains 27.416 acres and has _ _ ! approximately 1,382 feet of frontage along William D. F Glade Rd, c _' Tate Avenue and approximately 811 feet of frontage 3 along Prospect Parkway. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the approved site plan of CU03-34 (Ord. 03-60) for an automotive dealership with the sale and repair of new and used vehicles, specifically to allow acreage for an automobile dealership expansion With this request the applicant proposes expand the Classic Hummer dealership by adding 8.522 acres and enlarge the entire conditional use site plan in order to accommodate the expansion. No other improvements are planned with the proposed expansion. The 10,000 -square foot building shown in Phase IV of the site plan is for conceptual purposes only. Any future development on this proposed expansion area with require a new conditional use permit for review by the Commission and Council. Conditional use request CU08-05 was considered and approved by the Site Plan Review Committee at their March 12, 2008 meeting for a refueling station on the subject site. 0:\ZCU\CU08-05A.4 1 05/13/08 8:31 AM PRESENT ZONING AND USE: The property is currently zoned "CC" Community Commercial District and is operating with a conditional use permit for an automobile dealership. An accessory use to the subject site is a recently approved vehicle fueling station. HISTORY OF TRACT AND SURROUNDING AREA: The subject property and the property to the north were rezoned from 1-1", Light Industrial District to "CC", Community Commercial District during the 1984 Citywide Rezoning. At the Council meeting on June 19, 2001 Conditional Use Permit CU01-27, approved the automobile dealership on the subject site. At the February 19, 2002 meeting CU02-03, authorized a 5.923 -acre expansion of the original site and revisions to the subject site. C000-43, allowing the development of a Corvette Museum on the site located to the north, was approved on September 19, 2000. The development of the Corvette Museum has not materialized. The Stone property, located to the west and south, was not zoned when it was a part of unincorporated Tarrant County. When the property was annexed into the City on July 20, 1993, it was automatically zoned "R-20" Single Family District. Zone Change request Z98- 19, approved in August 1998, rezoned a portion of the A.C. Stone Tract from "R-20", Single Family District to "PID" Planned Industrial Development District for the development of Frank Parra Dodge. Conditional Use Permit CU99-78 was approved on June 20, 2000 allowing for the development of the Frank Parra Dodge dealership. Zone Change request 99-10 was approved on January 18, 2000, rezoning the remaining Stone property from "R- 20", Single Family District to "CC", Community Commercial District, "LI", Light Industrial District and "BP", Business Park District. A conditional use request (C000-45) for an automotive dealership (Audi) was considered on the subject site at the November 21, 2000 meeting but was denied. Conditional use request CU01-27 was approved on this site for the Classic Hummer dealership on June 19, 2001. The site was subsequently amended at the February 19, 2003 meeting (CU02-03) and allowed for an expansion of the Hummer dealership building, and the relocation of the Classic Cheverolet used truck operation to the site. A 20 -foot pole sign was also approved. At the November 19, 2002 public hearing Council approved a revision (CU02-49) to the Hummer dealership site that included a 5.3 acre addition to the site for a lube and tune center, a vehicle washing area, and an employee parking lot. The Site Plan Review Committee at their July 23, 2003 meeting (CU03-25) approved an increase from 20 -feet to 30 -feet for a pole sign at the Hummer dealership site. At the meeting on September 16, 2003 Council approved CU03-34 for an automotive reconditioning/detail shop on the subject site. At the September 8, 2004 Site Plan Review Committee meeting Conditional Use Permit CU04-30 approved shade structures over the bulk of the vehicle display area. At the March 12, 2008 Site Plan Review Committee meeting Conditional Use Permit CU08-05 approved an accessory vehicle fueling station on the subject site. 0:\ZCU\CU08-05A.4 05/13/08 8:31 AM SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC", Community Commercial District — Vacant SOUTH: "PID", Planned Industrial Development District—Grapevine Dodge and Service King Collision Repair EAST: "CC", Community Commercial District and "LI" Light Industrial District - Vacant WEST: State Highway 121 and "CC", Community Commercial District - Vacant 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 building design: multifamily apartments, motels, office buildings, movie theaters, restaurants, and personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use in this noise zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's request is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates Prospect Avenue as a Type F Collector with a minimum 50 feet of right-of-way developed as four lanes. /at 0:\ZCU\CU08-05A.4 3 05/13/08 8:31 AM TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTO IVj MEETING DATE: MAY 20, 2008 SUBJECT: CONDITIONAL USE REQUEST CU08-05A RECOMMENDATION: Staff recommends the City Council consider the applicant's request to table conditional use permit request CU08-05A and the replat of Lott R2, Block 1 R, Classic Hummer Addition and take any other action necessary. BACKGROUND INFORMATION: The applicant, Mr. Eric Kreiner, submitted a conditional use request and a replat for property addressed as 2501 William D. Tate Avenue for the addition of additional acreage for the expansion of an automobile dealership. Due to the desire of the property owner to add additional acreage which was not included in the current request and incorporate future improvements to the subject site, the applicant is asking to table the current request to an unspecified date. Tabling the two requests will provide adequate time to research and prepare all relevant documents for a comprehensive conditional use permit request and replat. Please see the attached letter. The revised conditional use request and replat will both be re -advertised and re -notified prior to Council consideration. /at 0:\ZCU\CU08-05A.41 1 05/13/08 4:09 PM Z May 13, 2008 PK No.: 19698-07.464 Mr. Albert Triplett CITY OF GRAPEVINE Planning Department 200 South Main Street Grapevine, Texas 76051 Re: CLASSIC HUMMER ADDITION REPLAT AND CONDITIONAL USE REQUEST CU08-05A Grapevine, Texas Dear Mr. Triplett: This letter is to request that the Classic Hummer Addition Replat Lot 1 R2, Block 1 R and Conditional Use Request CU08-05A be tabled. They are currently scheduled for the Tuesday, May 20, 2008 City Council and Planning & Zoning Commission Meeting. The owner wishes to add an unplatted tract consisting of approximately 2.3 acres to the replat. The unplatted tract is located on the east side of the existing plat at the northwest corner of Prospect Parkway and Stone Meyers Parkway. The applicant will require additional time to update the replat and plans. If you have any questions or need any additional information, please call me at your earliest convenience. EAK/vm 1969-209 Sincerely, Eric A. Kreiner, R.P.L.S. e C � 6 7 !TEM # /�/ MEMO TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER VZ - SCOTT WILLIAMS, DEVELOPMENT SERVICES DIRECTOR MEETING DATE: OCTOBER 21, 2008 SUBJECT: CONDITIONAL USE REQUEST CU08-05A RECOMMENDATION: Staff recommends the City Council and the Planning and Zoning Commission accept the applicant's request to withdraw Conditional Use Application CU08-05A and take any other action necessary. BACKGROUND: An application was submitted to amend the conditional use site plan for property addressed as 2501 William D. Tate Avenue to expand the Hummer automobile dealership. At the May 20, 2008 meeting the applicant petitioned to table the case with the intention of returning at a later date with a revised site plan. Subsequent to tabling the request, the applicant has revised the site plan of the subject property by adding acreage, proposing development of a fleet sales building, increasing the square footage of an existing parts and distribution facility and to establish a planned commercial center to allow a pole sign 40 -feet in height. The applicant intends to present the revised site plan during the October 21, 2008 meeting as Conditional Use Application CU08-23. /at 0:\ZCU\CU08-05A.41 1 10/15/08 11:25 AM Fab-Crrete Design - Build General Contractor Precast Concrete Manufacturer October 13, 2008 Mr. Ron Stom baugh City of Grapevine Development Services Planning Division 200 S. Main St. Grapevine, Texas 76051 Re: CU08-05A Dear Mr. Stomabugh, P.O. BOX 15580 817/478-1137 FORT WORTH, TEXAS 76119 jolt METRO 817/572-0351 FAX 817/561-2544 Delivery: 1150 E. KENNEDALE PKWY info @ speedfab-crete.com KENNEDALE, TEXAS 76060 www.speedfab-crete.com Please withdraw the case that is referenced above. Due to several changes and the addition of land to the Classic Hummer property we have since submitted a new application that is currently awaiting review and approval. As always, we appreciate you and your staff. Their willingness to assist makes this process more enjoyable as we proceed with our client's needs. SiVcerely, "114 Ronald A. Hamm Vice -President OCT 15 2008 PI ""'VIVING (8/13/2008) Albert Triplett - Classic Hummer Replat Page 1 From: "Eric Kreiner" < To: "Albert Triplett" <Atriplett@grapevinetexas.gov> CC: 'Ron Stombaugh" <Rons@grapevinetexas.gov>, "Cristin Turner" <Cturner@gra... Date: 8/13/2008 8:28 AM Subject: Classic Hummer Replat Albert; Classic Hummer is back alive again and we are preparing to resubmit the plat, including the corner portion at the intersection of Stone Meyers Parkway and Prospect Parkway. Can you let me know what needs to be submitted, since we were already partly through the process when the Replat and CUP were tabled? Please feel free to call or email with any questions. Thanks, Eric A. Kreiner, RPLS Senior Project Manager Direct: 972-860-1420 ekreiner@pkce.com <mailto: Pacheco Koch Consulting Engineers 8350 N. Central Expwy, Suite 1000 Dallas, Texas 75206-1612 T 972.235.3031 * F 972.235.9544 www.pkce.com <http://www.pkce.com/> May 12, 2008 PK No.: 196913-07.464 Mr. Ron Stombaugh CITY OF GRAPEVINE Planning Department 200 South Main Street Grapevine, Texas 76051 Re: CLASSIC HUMMER ADDITION J4 Grapevine, Texas Dear Mr. Stombaugh: This letter is to notify you of a request for Conditional Use of the western portion of Lot1 R, Block 1R, Classic Hummer Addition, which is being re -platted as Lot 1R2, Block 1R, Classic Hummer Addition. The Conditional Use request is for a development that is to include additional acreage for the expansion of an existing automotive dealership. The 10,000 square foot building and adjacent parking on the site plan are conceptual. The proposed Conditional Use will not cause substantial harm to the value, use or enjoyment of other property in the neighborhood, as it is an addition to the existing quality automotive dealership. Any future expansion is to be completed with the same quality and care as the existing dealership, and would therefore add to the appearance of the area rather than detract from it. If you have any questions or need any additional information, please call me at your earliest convenience. EAK/vm 1969-208 Sincerely, Eric A. Kreiner, R.P.L.S. RECEIVED MA`s 1 3 B;' May 13, 2008 PK No.: 19698-07.464 Mr. Albert Triplett CITY OF GRAPEVINE Planning Department 200 South Main Street Grapevine, Texas 76051 Re: CLASSIC HUMMER ADDITION REPLAT J4 AND CONDITIONAL USE REQUEST CU08-05A Grapevine, Texas Dear Mr. Triplett: This letter is to request that the Classic Hummer Addition Replat Lot 1 R2, Block 1 R and Conditional Use Request CU08-05A be tabled. They are currently scheduled for the Tuesday, May 20, 2008 City Council and Planning & Zoning Commission Meeting. The owner wishes to add an unplatted tract consisting of approximately 2.3 acres to the replat. The unplatted tract is located on the east side of the existing plat at the northwest corner of Prospect Parkway and Stone Meyers Parkway. The applicant will require additional time to update the replat and plans. If you have any questions or need any additional information, please call me at your earliest convenience. Sincerely, Eric A. Kreiner, R.P.L.S. EAK/vm 1969-209 CLASSIC HUMMER ADDITION LOT 7R, BLOCK 7 27.476 ACRES CITY OF GRAPEVINE, T.4RR4NT COUNTY, TEXAS OWNERIDEVELOPER 4601 PARTNERS, LTD. 1101 STATE HIGHWAY 114 GRAPEVINE, TX 76061 P: (817) 421-1200 F: (817) 421-7206 VICINITY MAP CASE NAME: aoux Hammy OeaaMp CASE NUMBER: Cu06-Os LOCATION: A.1. oaa Proyect Parkway lot iR Block 1R gav,k MAYOR E DATEPLAN.ANDZ III DATE 7 GOES NOT AUTHORIZE ANY WORK CONFLICT iMTH ANY CODES OR ORDNJANCES DEPARTMENT OF DEVELOPMENT SERVICES DRA W# IVG SHEET INDEX SHEET DESCRIPTION PREPARED BY OVERALL SITE PLAN 2 Pacheco Koch �� Consulting Engineers c CONCEPT GRADING AND DRAINAGE 8350 N. CENTRAL EXPWY., SUITE 1000 PH. 972.235.3031 i ,➢� DALLAS, TEXAS 75206 FAX 972.235.9544 i BENCH MARK LIST a yi e h [rPROJECT LOCATION �P BM j 1 CUT SET ON THE WEST TOP OF CURB OF THE EAST o¢ rad m SERVICE ROAD OF STATE HIGHWAY 121, 190'* NORTH Of THE CENTER OF PROSPECT PARKWAY. TIMOERUNE ELEV=576.6] m BM$ 2 NORTH SIDE OF SANITARY SEWER MANHOLE RIM IN PROSPECT j PARKWAY, 609'± EAST OF THE EAST UNE W STATE HIGHWAY 121. D o .0'S ELEV-576.49 TARRANT COUNTY HAu-,roHNsoN �� VICINITY MAP CASE NAME: aoux Hammy OeaaMp CASE NUMBER: Cu06-Os LOCATION: A.1. oaa Proyect Parkway lot iR Block 1R gav,k MAYOR E DATEPLAN.ANDZ III DATE 7 GOES NOT AUTHORIZE ANY WORK CONFLICT iMTH ANY CODES OR ORDNJANCES DEPARTMENT OF DEVELOPMENT SERVICES DRA W# IVG SHEET INDEX SHEET DESCRIPTION 1 OVERALL SITE PLAN 2 ENGINEERING SITE PLAN c CONCEPT GRADING AND DRAINAGE 4 MUSTANG ,➢� CONCEPT EROSION CONTROL PLAN L.1, LANDSCAPE SITE PLAN a yi e h [rPROJECT LOCATION �P o¢ TIMOERUNE C� d YRNY GT 4�. D TARRANT COUNTY HAu-,roHNsoN �� MAPSCO 27X VICINITY MAP CASE NAME: aoux Hammy OeaaMp CASE NUMBER: Cu06-Os LOCATION: A.1. oaa Proyect Parkway lot iR Block 1R gav,k MAYOR E DATEPLAN.ANDZ III DATE 7 GOES NOT AUTHORIZE ANY WORK CONFLICT iMTH ANY CODES OR ORDNJANCES DEPARTMENT OF DEVELOPMENT SERVICES DRA W# IVG SHEET INDEX SHEET DESCRIPTION 1 OVERALL SITE PLAN 2 ENGINEERING SITE PLAN 3 CONCEPT GRADING AND DRAINAGE 4 CONCEPT WATER AND SEWER 5 CONCEPT EROSION CONTROL PLAN L.1, LANDSCAPE SITE PLAN e n ' Ri' x i-1131 N THIS DO VENT WAS ;THIS ]DIES, E 02601 ON -05A 1'A DOCUMENT 1'4 TO RESPONSIBLE UNDE THE TEXAS PK nUE. 1969B-07.464 DWG FILE: 19690-07-164CV GAS TANK.DWG SITE TAI ULAT10NS OVERALL I REWIRED PROVIDED MTAL SITE AREA: 217.800 SF t 194 230 SF SF AXIMUM INPERNWS AREA 608DROR6 55B36a 5544]BJSfF 46.45 s .P for ` `' �- OPEN wAO. OR 2 8846 78545 Sf a8.4R �rtrA^"'1 TOTAL S 52 SPACE 1 42 SPACE _ TOTAL ACCESSIBLEEX SPACES SPA 13 SPACE 15 SPA ` CUSttA1ER ACES 91 SPACE 97 SPACE!! F � �` _ VElOQFD S10RAGE 31} SPACES958 SPACE ENPL01tEgPNtKINGINKNG 13 ACES 135 SPACE� 91 SPACE 152 SPACE BUILDING HEIGHT 50' MAX36 NOTE: ALL ON-SITE f ELECTRICAL CONDUCTORS 11w""'w c• �\I SITE TABULATIONS — PHASE 1—III EXISTING ASSOCIATED WITH NEW REWIRED PROVIDED CONSTRUCTION SHALL BE I I I TOTAL SITE AREA:zl]6oD s 800246 LOCATED UNDERGROUND. (� MAXIMUM WI DING COVE—RACE60% OR 16 538 SF 51 20] Sf 6.4R ( / MAXIMUM IMPIERIAOUS AREA 80% OR 9 5384 451 S 43.48 ----- ---------_--' I i �/ TOTAL P R 26 SPACE 7 50.18 3 I TOTAL -ACCESSIBLE -W 9 SPACES 5 11 SPACE [! I I 4a VMOC , IR����Wg-4 NEW YflICLID STORAGE 160 rA-MSI50 SPACE b i ijy,S4C A. W'••r 3y ( I PLO N PARKING 71 SPAS 115 SPACE f PARTw°�jl}wl I BJf C 5D' MA 36 (OUST. NO. /22/TI 1 y IE a1WANT • A STONE MYERS MYERS PARKWA Y a STONE MYERS STREET RIGHT -OF- INSTRUMENT NO, 0205288779 a O I _ _RgRKWA Y - 6 (A 75 FOOT MOTH R.O.W.) (GAB. A. SLIDE 8349) (c,�<gNO �4ar I BOLLARD ' B/• i Fa...• o ELECTRIC METER )? Sn. rv. ( I POWER POLE T I LIGHT STANDARD \\) `•\ 1 I wp 5'1gPEjp 1 w I WATER METER WATER -LYE \ \\ ♦ l� 0400. � IRRIGATION CONTROL VALVE FIRE HYDRANT •G^/ OPROPOSED CEANOUT \\r \\\ 1 I I RIO MANHOLE R1pU°PpA 2i ' � I I \ \\\ ( mo TRAFFIC SIGNAL CONTROL SITE TABULATIONS — PHASE IV (PROPOSED) I I TONT III �// \\\ 0 I I TRAFFIC SIGNAL POLE TELEPHTOT SIL: •--°- RE 2 7%6 SF PROVIDED Y ( / / ( PMD ' LuT \� \\ I FLOOD UOUGHT OX MAJOMUM 81 60% OR 236390 S< 10000 SF 25R i / � -_// i �Ig33. /� / c ` 1 I FLAG POLE MAXIMUM IMPERVIOUS 80 �OROU 31587 5196 177.3N SF f45.0% i 1 /�—•'--•--a i(�m` e ' T 197 SPACES 490 SPACE IX• // i II TOTAL ACCESPACES 4 SPACES 4 SPACE Y // NEW NOeCLEO SRXtACE 133 SPACES 361 SPACE C NCE PANNING 20 SPACES 70 SPACE EM L AliIONG 20 SPACES 37 SPACE / BUILDING 50' MAX 36 >r rm rw,a • -�- P _ w•7 aA 01'14'15rr5rW cB01'14'15rw a 1 — TRAFFIC SIGN Nis i/2 -RICH IRON ROD I D WjPACHECO KOCH• CAP SET (C.M.) CON TROWNG MONUMENT --_-- PROPERTY UNE - FENCE TO PROPOSED PARKING COUNT OS EXISTING PARKING COUNT DEPARTMENT OF DEVELOPMENT SERVICES EXISTING FlRELANE OPROPOSED FIRELANE © CUSTOMER PARKING Q NEW/USED VEHICLE STORAGE QS VEHICLE SERVICE '.. QE EMPLOYEE PARKING Y a=' TRAFFIC aROULATION ~- I I a 'I lCASE NAME amk Hommr Da°NMq i CASE NUMBER: a7D m LOCATION: S.N. 121 aw ProArocl Lot 1R 9ocF 1R Gar s N N 2 0 30 60 120 160 GRAPHIC SCALE IN FEET MAPSCO 27X I VPC1wry MAP (NOT TO SCALE) DEVELOPMENT LIST P STATS USE XISTINC NEW AND PRE -AWNED CARE SALES FAC:UTIES 1 EXISTING GM CAR WASH ANO LUBE CENTER 11 XISRNG ETAIL SHOP IV PROPOSED I PROPOSED VEHICLE MAINTENANCE FADUTY -Y SITE PHASE DIAGRAM NET xor m xur: - i N A. I D SH 7 APPR DOES NOT AUT... ANY WORK-- IN CONFECT VATH AN'; CODES OR . 1 ` I I ORD04ANCES — DEPARTMENT OF DEVELOPMENT SERVICES NO. DATE REV/SAON Pacheco Koch Consulting Engineers in-= 8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX. T52M 971230.3031pEO':'"OVERALL SITE PLAN W 4 CLASSIC HUMMER DEALERSHIP NC'ISTOPHER aRN mBr��1 :;aj CLASSIC HUMMER ADDITION LOT 1 R, 1 R THE SEAL APPEARI THIS DOCUMENT WAS O AUTHORIZED BY M. JONESP.E 02681 ON /BULLOCK �y C/TY OF GRA/-GV/NE TGAAS 04/30/2008. AL ON. A SEA4ED DOCUMENT w ia/ PROPER FICANON TOERESPONSIBLE DESIGN —AM GATE SCALE NOTES HL E NO. ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. GAP JEG JAN 1•=60' '' 2008 PK FILE 19698-07.464 DWG FILE: 19698-07-464CV GAS TMK.DWC O SITE T I 1 I :W IM S 08-23'j54—m D r i/2H IRON RW� -INCW/'PACHECO KOCH' CAP SET t> 59 +1 I y + ++++, N++v +t+ , ++{' �'X + + + + Gr + + + + ril + 1+ 7 7 + +B + I : TF 1 I 25. 5.0 7 7 I B 120' I T ' Y4O I 1 RPA % b STORAGE - BLDG. DETAIL SHOP 1 + + I + 1 us ( - PROPOSED BUILDING b2#+' 1 + 10,000 S.F. ° FlRELAN 1W WI FF=587.50 _ I (WC 7 (CONCEPTUAL) p + I 0 4. 0.5 26.0' 1W.0' ? .D 26.0' .5 01 0' j 10' 24.5 18 2CI x ( I f IL .� �,•. .. I,..� —E b _ _ ' E_ GM WASH \ I., ° I }C LUBE 12, 1.5 4 3t.5'R OCAn rA BENCH MARK LIST BW 1 - ❑ - WT SET ON THE WEST TOP OF CURB OF THE EAST SERVICE ROAD OF STATE HIGHWAY 121. 190'2 NORTH O THE CENTER OF PROSPECT PARKWAY. ELEV--576.87 BM/ 2 NORTH SIDE O SANITARY SEWER MANHOLE RN IN PROSPECT PARKWAY. 609'2 EAST O THE EAST LINE OF STATE HIGHWAY 121. ELEV-576.49 59.50R 1 \ � R=3574.72' L=1242.55' T=627.61' CB=N 10'08'14' E CD=1236.30' I RW 0- I _ E= -Z G E= N C :� a. a,Po BOLLARD ELECTRIC MEIER yr POWER POLE WORKS CONSTRUCTION' ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT, AND CITY OF GRAPEVINE STANDARD CONS7RUGTION SPECFlCATONS LIGHT STANDARD 2. PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS INCLUDING ALL NOTES, WATER METER ava WATER VALVE Kv IRRIGATION CONTROL VALVE MO FIRE HYDRANT STANDARDS AND SPECIFICATIONS CLEANOUT aa00 MANHOLE ❑ TRAFFIC SIGNAL CONTROL n" TRAFFIC SIGNAL POLE TctcO TELEPHONE BOK _ FIRE HYDRANTS, ETC_ THEY MUST BE ADJUSTED TO PROPER LINE. AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING AND GRADING. UTILITIES MUST BE MAINTAINED TO PROPER FLOW LIGHT ONE AND GRADE DURING THE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT. FLAG POLE 9a TRAFFIC SIGN IRS 1/2-INCHIE IRON RW 5.3 MAINTAIN NORMAL PROJECT DRAINAGE UNTIL NEW DRAINAGE FACILITES ARE FUNCTIONAL. INCLUDING. WHERE W/'PAC0 KOC,' CAP SET (CM.) CONTROLLING MONUMENT ---�- PROPERTY LINE '.. —�— FENCE 0 20 40 80 120 GRAPHIC SCALE IN FEET MAPSNb 27 X l Vlwwry MAP (NOT TO SCALE) WA IER. GRANA g I ❑ _ (DAB. A,� EAgA+ECEure �� I �•_'. i Ip-INCHNA RW I ( ..�•,� L`6•T.S' CAP FOUND �I cal P Pv CASE NAME Ceaak RWmar Daols.•1np CASE NUMBER: G1o6-OS LOCATION: S.H. IZI — Proapact Ra.X.ay Lot iR. BocR IR CIaaac H 4DAT-F-- MISSION ARM ALL DIMENSIONS ARE TO BACK -OF -CURB UNLESS OTHERWISE NOTED. DOES NOT AUTHORZE ANY WORK FUCT WITH ANY CODES OR ORDNANCE$ DEPARTMENT � DEVEI.O+MENT SERVICES GENERAL NOTES I. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBIC Pacheco Koch Consulting Engineers ®® �i 6350 N. CENTRAL EKPWY. SITE 1000 DALLAS. TX. 76206 W22J53031 WORKS CONSTRUCTION' ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT, AND CITY OF GRAPEVINE STANDARD CONS7RUGTION SPECFlCATONS ENGINEERING SITE PLAN 2. PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS INCLUDING ALL NOTES, CLASSIC HUMMER ADDITION THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS AND THE CITY STANDARDS FOR CONSTRUCTION AND ANY OTHER APPUCABLE STANDARD AND SPECIFICATIONS RELEVANT TO I THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND SPECIFICATION PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE `Y THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE NQS STANDARDS AND SPECIFICATIONS 3. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS CONTRACTOR SHALL VERIFY THAT NECESSARY CROSSING CLEARANCES BETWEEN EXISTING AND PROPOSED UTILITIES ENST PRIOR TO CONSTRUCTION O ANY SUCH CROSSING. IT TELL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES N THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 4. IT 'e.`LL BE THE RESPONSIBILITY OF IEE CONTRACTOR TO PROTECT ALL MANHOLES, C.EANOUTS; VALVE BOXES _ FIRE HYDRANTS, ETC_ THEY MUST BE ADJUSTED TO PROPER LINE. AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING AND GRADING. UTILITIES MUST BE MAINTAINED TO PROPER ONE AND GRADE DURING THE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT. lLANE OPEN N EACH DIRECTION; I= 5. 5.1 PROTECT AND MAINTAIN ROADWAY TRAFFIC THROUGHOUT THE PROJECT, PROVIDING A MINIMUM O ONE (1) .L 5.2 PROVIDE AND MAINTAIN INTERIM ACCESS FROM ROADWAYS CURRENTLY N USE TO ALL DRIVEWAYS AND INTERSECTING STREETS OR ALLEYS: 5.3 MAINTAIN NORMAL PROJECT DRAINAGE UNTIL NEW DRAINAGE FACILITES ARE FUNCTIONAL. INCLUDING. WHERE I NECESSARY, INTERIM REPLACEM T OF EXISTING DRAINAGE STRUCTURES REMOVED FOR CONSTRUCTION OF NEW DRAINAGE FACILITIES w 5.4 MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN ORDERLY CONDITION, FREE OF DEBRIS AND WASTE; ON COMPLETION O CONSTRUCTION, CLEAN UP THE PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE a CONDITXK ALL AS PROVIDED IN THE GENERAL CONDITIONS. 6 PRIOR TO COMMENCEMENT OF CONSTRUCTION, BONDS AND THREE-WAY CONTRACTS SHALL BE SUBMITTED TO THE d Cn AS REQUIRED. 7. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TWIN ALL FEDERAL. STATE AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. S. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING DIMENSIONS. 9. REFER TO ARCHITECTURAL PIANS. FOR DETAILED BUILDING ENTRANCE LAYOUTS, RAMPS, LANDSCAPE AND —; SIDEWALKS IQ BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS OFPARTMENT O' TRANCP(1RTATIW MANUAL O' TRAFFIC CONTROL DEVICES AND LATEST UPDATES. WA IER. GRANA g I ❑ _ (DAB. A,� EAgA+ECEure �� I �•_'. i Ip-INCHNA RW I ( ..�•,� L`6•T.S' CAP FOUND �I cal P Pv CASE NAME Ceaak RWmar Daols.•1np CASE NUMBER: G1o6-OS LOCATION: S.H. IZI — Proapact Ra.X.ay Lot iR. BocR IR CIaaac H 4DAT-F-- MISSION ARM ALL DIMENSIONS ARE TO BACK -OF -CURB UNLESS OTHERWISE NOTED. DOES NOT AUTHORZE ANY WORK FUCT WITH ANY CODES OR ORDNANCE$ DEPARTMENT � DEVEI.O+MENT SERVICES NO. DATE )'ETslav Pacheco Koch Consulting Engineers ®® �i 6350 N. CENTRAL EKPWY. SITE 1000 DALLAS. TX. 76206 W22J53031 ,�T� 1� r•E F$ 82881 �•'�s�N- f� THE SEAL. APPEARING IS OOCVAIEN7 WAS AUTINCfi2ED BY CHRIST M. ,pN'E"S'. �P E. 82581 ON 2W8. R ERANCIH l A SEAIEd DOCUMENT WITHOUT TRE RESPONSIBLE WITHOUT RR IS A NOR ATON TO ENGINEER IS AN 0 NSE UNOEI�THE TEXAS ENGINEERING PRACTICE ACL ENGINEERING SITE PLAN CLASSIC HUMMER DEALERSHIP CLASSIC HUMMER ADDITION LOT 1R, BLOCK C1R�y� C// I OFGRAPCY/NG TGAMS DESnN DR40W DATE SCALE NOTES ALE An GAP JEG JAN 2008 PK FILE 19698-07.464 DWG FILE: 19698-07-464CV GAS TANK.DWG 2s'LgNDSCAPE BUFF171 lit\, / � I I \� / BM/ 1 ❑' CUT SET ON IE WEST TOP OF W" OF THE EAST SERVICE ROAD OF STATE HIGHWAY 121, 190'3 NORTH OF THE CENTER OF PROSPECT PARKWAY. / ELEV-576.87 8Mj 2 NORTH SIDE OFSANITARYSEWER MANHOLE RIM IN PROSPECT � PARKWAY, 609'3 EAST / THE EAST UNE OF STATE HIGHWAY 121. ELEV-576.49 --------------------- 4�z' � a 6Na- .I► U 9�1 Ip Sei66 L 367.50 667.15 I ¢ 7.15 � U- 50 "MIST"It �I♦ 594.75 TC 5.5D� TC 585.8: u'1G 44 I I i ( O(�!SC CE},411v _ -\ •l 41' DSop lxI 1 �- -- A.' c� 111 f I I 64 Er E= iV 0 o. BOLLARD do ELECTRIC METER POWER POE UC T STANDARD .de WATER METER 0 20 40 80 120 w� WATER VALVE X� RING MON CONTROL VALVE GRAPHIC SCALE IN FEET Mp TIRE HYDRANT Kq CLEANOUT wO MANHOLE OPOSED,BULDING$ TRAFFlC SIGNAL CONTROL 10,000 S.F. TRAFFIC SIGNAL POLE FF=587.50 e (CONCEPTUAL) FLOOD UGHT FF 587.50 FLAG POLE L so Loo ¢ 5e7.ao '. n sa 50 "MIST"It �I♦ 594.75 TC 5.5D� TC 585.8: u'1G 44 I I i ( O(�!SC CE},411v _ -\ •l 41' DSop lxI 1 �- -- A.' c� 111 f I I 64 Er E= iV 0 o. BOLLARD do ELECTRIC METER POWER POE UC T STANDARD .de WATER METER 0 20 40 80 120 w� WATER VALVE X� RING MON CONTROL VALVE GRAPHIC SCALE IN FEET Mp TIRE HYDRANT Kq CLEANOUT wO MANHOLE ❑ TRAFFlC SIGNAL CONTROL nP• TRAFFIC SIGNAL POLE tR.cp TELEPHONE BOX FLOOD UGHT rv. FLAG POLE sw_ TRAFFIC SIGN IRS I/2 -INCH IROROD W%PACHE 0 KNOCH' CAP SET (GM.) CONTROLLING MONUMENT --�- PROPERTY UNE --- FENCE -¢61�3��-9p EXIST CONTOUR -ea1T4z EXIST SPOT ELEVATION - tc mjI? EXIST TOP OF CURB ELEVATION EXIST GUTTER ELEVATION $� PROPOSED CONTOUR -131-H, n mai PROPOSED TOP OF CURB ELEVATORy/C!N/TY MAP c a'Tae PROPOSED GUTTER ELEVATION e 6�4s PROPosm SPOT ELEVATION (NOT TO SCALE) �b PROPOSED DRAINAGE FLOW DIRECTION 0 C7 E3 L3 E3 PROPOSED DRAINAGE DIVIDE 12 -WATERSHED DESIGNATION NUMBER 3.2 CUBIC FEECTEDTPER SECOND GRADING AND DRAINAGE GENERAL NOTES 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. Z UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN A MAXIMUM OF 6' LIFTS. 3. SIDEWALK AND ACCESSIBLE ROUTES SHALL. HAVE A SLOPE NO GREATER THAN 5% AND A GROSS FALL NO GREATER THAN 2% UNLESS NOTED OTHERWSE. 4. GRADING OF ALL HANDICAPPED SPACES ANO ROUTES TO CONFORM TO STATE, LOCAL AND FEDERAL GUIDELINES S UNLESS NOTED. STORM GRAIN LINES MAY BE OF THE FOLLOWING MATERIALS A RCP C-76, CLASS 111 8.ADS N-12 C. HANCOR HI -0 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 6. UNIES. N-. CRATE INLET TO BE 'ALB7BCAN INDUSTRIAL PRE -CAST PRODUCTS, INC.' PRECAST CATCH BASIN, SIZED AS SHOWN, OF APPROVED EQUAL 7. FINAL PAVING, CURB AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. B.REFER TO LANDSCAPE SPECIFICATION FOR SEEDING AND SODDING REQUIREMENTS. 9. ANY CONCRETE ROCK OR MATERIA DEEMED UNSUITABLE FOR SUBGRADE BY ENGINEER. SHALL BE DISPOSED OF OFFS11i. AT CONTRACTOR'S EXPENSE 10. TRENCH BACKFILL MATERIAL SHALL. CONFORM TO THE REOUIREMENTS OF NCTCOG 17M 6.710. AND SHALL BE MECHAIIICALLY COMPACTED IN ACCORDANCE PATH NCTCOG ITEM 6.2.9 TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY UNLESS OTHERWISE SHOWN ON MESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS 11. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 6.Z9 UNLESS OTHERWISE SHOWN ON THESE _ .... w PUNS OR STATED IN THE STANDARD CITY SPECIFICATIONS (DOC k D204088030)� - I 11 A ROUKD MANHOLE COVER MEETING CITY SPECIFIC MONS SHALL BE PLACED IN. ALL INLET TOPS THE MANHOLE 4 j CON3t SHALL RE PLAN NEAR THE OUTLET PIPE ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 7.4.5, CLASS 'A' UNLESS k OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS =� 14. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED THE CONTRACTOR WHEN ROCK IS ENCOUNTERED N TREYCRES THERE SHALL BE NO ADDITIONAL PAY ITEM OF THE CRUSHED STONE BEDDING. 15. IF REpIWED DUE TO CONSTRUCTION. POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS EXPENSE R=3574.72' L-124255' T=627.61' CB=N 10'08'14' E CD=1236.30' CASE NUMBER: eros -o5 rr'nlP LOCATION: S. IV -P PerKroy °i Let tR, Bock 1R Kim.lc a Atlaitim -fi26' )SS' �n I ) .. �OCATON O. EXHSHTNC e1 ! ' I' MAYOR -SER Y '`. OUELNNG'CgPpN05(O •. 24 FlREUNE 58.6' Ker OTHERS) DATE P 7ss W6 PLANNING ZO 1 ��# LAN S R, DRAINAGE } -I - , 5 T: (CAIS. A, SLIDE �ZSMg' ,& AP OV NOT AUTHORIZE ANY WnR1K i N ORDINANCES C30ES OR j -f_ Na DATE RENSYON L DEPARTMENT OF DEVELOPMENT SERVICES ' Pacheco Koch Consulting Engineers ai V 6350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, T%. 76206 972.236.3031 �SPtf OFTp.' CONCEPT GRADING & DRAINAGE QST +@* CLASSIC HUMMER DEALERSHIP 8r268t e CLASSIC HUMMER ADDITION �( LOT 1R, BLOCK 1R TIE SEAL APPEARING "TMS DOCU ENT WAS C/TYOFGRAA--V1VE TEXAS AUTHORIZED BY CHRIS M. JMES, P. 82681 ON 04/30/2008. ALTERA 'IF' SEALED NIT OEd7ON DRAWN CASE SGA[f NOTES m.E NO. WITHOUT PROPER NO TON N THE RESPONSBE ENGINEER IS AN NSE UNTHE DER TEXAS ENgNEERiNG PRACTICE ACT. GAP JEG JAN 1'®40, q 2008 �7 PK FILE: 19898-07.464 DWG FILE: 1969B-07-464CV GAS TANK. 45' BENDS S* TEE VALVE VALVE / .01'—. NO. I DATE I R"NON / SF VGE OFN I I I r m �� tiSF VFGF.YA — + 46.0' go /� e LIGHT STANDARD STA.CO 4� 4 WATER VALVE EMO RRLVG AND P CONNECT PROP. B' IRRIGATION CONTROL VALVE / 4.p �.-„` FIf E SANITARY SEWER TO WSETIRNG 10• SANITARY I I // I'D :+� \ - } MANHOLE CONSTRUCT: 1 -Sm. 4' dA SANITARY SEWER MANHOLE / TRAFFIC SIGNAL POE FL(IN)-575.65 FL(OUT)-575.55 I I _ FLOOD UCHT �^ • FLAG POLE scx TRAFFIC SIGN //2 -INCH IRON ROD IRS W/'PACHECO KOCH' CAP SET (C.M.) CONTROLLING MONUMENT �i —z—_— FENCE I I I ( I- { ST AG DETAIL i _ - ( SHOP 1 b STA 2+76.88 55-1 I CONSTRUCT: INSTALL CONNECT PROP. 8• WATER TO TT I I UI i -STD 4' SANITARY SEWER MANHOLE // / 1-8'%6' TEE i -B' VALVE 8' WATER INSTALL: :. 7— I FL(N)•581.29 OU =581.19 / 1-6' VALVE I -Sm. FIRE 1-e.%8• BL 1-8• DOUBLE I _ HYDRANT 20 LF OF B' WATER (Fl DETECTOR CHECK _ I _ 4 a 1 ' ..'�.',• �I �—� � I �° 1 #1 : I i I I I\ 1 ( STAN I3+9110"55-11 g �� MSTALL: ' CONSTRUCT: 2-8•X8• TE i, 1-8' DOUBLE CLEANOUT ` INSTALL: 1-e' VALVE AT A POINT W O' 1-8'%6• TEE FROM FACE O BUILDING NI i-8' YALYE REF. MEP PUNS FOR m� 9m� t-6' VALVE CONTINUATION. BS UF O 8' WATER 1 FL O BLDG. -5&3.50 n 3 m (FIRE) END 6' WATER + + a il +� _. ((FIRED AT EROM BUILDING FACE. REF. MEP PLANS FOR .01 CONTINUATION. 1 PROPOSED BUILDING 1 10,000 S.F. / ff FF=587.50 LANO(CONCEPTUAL) °I~ 17 INSTALL•. 2-8' BENDS NO. I DATE I R"NON t$ Opo — + 46.0' POWER POLE 4 LIGHT STANDARD 1 t WATER METER we WATER VALVE Ir IRRIGATION CONTROL VALVE NO FIf E CDL CLEANOUT (00 MANHOLE TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL POE Z. TELEPHONE BOX FLOOD UCHT �^ • FLAG POLE scx TRAFFIC SIGN I IE 55.5•n •' + ENO .) T rn - + (DDI. ATA i 1 PORTS' FROM O� I ,INSTALL` I BUILDING FACE. 2 8•X2• TAPPING + i I I REF. YEP PLANS /SADIXES FOR CONTINUATION 1-Y WATER / INSTALL: I lT.. �L(. INSTALL, - v) MEYRINAIRR.} 2-8' 45' BENDS8•X6• IEE �: METER (DOA.) \ C 6 VALVE (9� t -8•X6• TEE' 1-8• VALVE =I 1-8' VALVE + 1 -Sm. FIRE - WASH (a•_. 1-6' VALVE \� HYDRANT �I AC LUBE T -Sm. FIRE WATER / rE'R _ I — 20 WATER \ I + y + H y l i i4 INSTALL: 11.25• + _ BEND 46D If P THA 1-8 X8 TEE \� ROFY } 2-8' VALVES 1 + +p++ INSTALL: PR�V,4+�•-625" + + ]Sg +1 /-6'XB' TEE Yom` h+ LOCA EXI 9 (ice 1-B'VALVE r...„ FOELp"/NG P'ROPOgED• �FlnREN! i' /-e' VALVEx56.8• • . (BY ON ANE 1 -Sm. FIRE HYDRANT ) M n(ERS) . , -��• 20 LF O 6" WATER / ` _ 7S5 CONNECT PROP. B' T07V WATER TO EIOST. 10' WATER � INSTALL: ti ) 1-D OL REDUCER - 1 -DOUBLE DETECTOR CHECK n _ WA 'I LAND LER DRAIN A•S�E E"sE'Ma-_ 8225_82r° 26) BENCH MARK L/ST A=M4 IMI 1 ❑' SET ON E WTOP 21 O R=3574.72' CURB R THE EAST L-1242.55' SERVICE F P STALE HIGHWAY 121, 190'± NORTH OF THE T=627.61' CENTER OF'ROS HIGHWAYGHPECT PARKWAY. ELEV-576.87 CB=N 10'08'14" E BNM 2 NORTH SIDE OF SANITARY SEWER MANHOLE RM IN PROSPECT CD=1236.30' PARKWAY. 609'± EAST OF, THE EAST LINE OF STATE HIGHWAY 121. ELEV-576.49 1_ EE= =� E= NO. I DATE I R"NON BGUANO Opo ELECTRIC METER 8350 N. CENTRAL EXPWY, SUITE 1000 DALLAS. TX. 115206 972235.3031 POWER POLE % LIGHT STANDARD o WATER METER we WATER VALVE Ir IRRIGATION CONTROL VALVE NO FIRE HYDRANT CDL CLEANOUT (00 MANHOLE TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL POE Z. TELEPHONE BOX FLOOD UCHT �^ • FLAG POLE scx TRAFFIC SIGN //2 -INCH IRON ROD IRS W/'PACHECO KOCH' CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE —z—_— FENCE Z 0 20 40 80 120 GRAPHIC SCALE IN FEET rARRArrrcournv MAPSCO 2rX Y/41011VII7 MAI' (NOT TO SCALE) WATER AND SANITARY SEWER GENERAL NOTES 1. UNLESS OTHERWISE NOTED. ALL CONCRETE SMALL BE CLASS W. (3000 PSI). :L ALL DOMESTIC WATER MANS SMALL BE PVC 0900, DR 18, CLASS ISO. ALL FINE SERVICE WATER MANS SHALL BE PVC C900, DR14, CLASS 200. 3, WATER AND SANITARY SEWER SERVICES SMALL MEET KLM88NG CODE REQUIREMENTS 4. ALL EATER MANS UNLESS OTHERWISE NOTED SHALL HAVE A MINIMUM COVER OF 48' BELOW FMBSHED GRAD'. SANITARY SEWER PIPE SHALL BE PVC SDR -35. G. MEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SMALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NNE FEET IN ALL DIRECTIONS AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENOHES WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED. THE FOLLOWING GUIDELINES SHALL APPLY: (A) WERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING FOR BOTH THE PIPE AND JOINTS OF 150 PSI. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATOR SNAIL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. (B) WHERE A SANITARY SEWER CROSS'S A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST IRON, DUCTILE RON OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF SIX INCHES BETWEEN OUTSIDE DIAMETERS SMALL BE MAINTAINED. IN ADDITION, THE SEWER SMALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SETTER PIPE MUST BE CENTERED ON THE WATERLINE (C) WHERE A SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ABS TRUSS PIPE. SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE. CLAY PIPE OR CONCRETE PIPE WITH GASKETED JOINTS A MINIMUM TWO FOOT SEPARATION DISTANCE SMALL BE MAINTAINED. IN ADOTON• THE SEWER SMALL BE LOCATED BELOW THE WATERLINE MERE POSSIBLE AND ONE LENGTH 1 THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE (D) WHERE A SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER "IN NINE FEET OF THE WATOUNE STALL BE CONSTRUCTED OF CAST IRON. DUCTILE IRON OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 150 PS USING APPROPRIATE ADAPTERS IN UEU OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT O U 150 PSI PRESSURE CSS PIPE AT LEAST 18 FEET LOW AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE, THE SPACE AROUND ME CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO ME SPRING LINE WIN WASHED SAND. THE ENCASEMENT PIPE SHOULD BE �7LFRED ON THE CROSSING AND BOTH ENDS SEALED WTH CEMENT GROUT OR MANUFACTURED (E) THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL, TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED MOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. SHOULD EXCAVATION FOR THE WATERUNE PRODUCE EVIDENCE THAT TRE SEWER IS LEAKING, THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS (A) OR (D) OF THIS PARAGRAPH. (F) TIE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER (BY TWO FEET OR MORE) EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE, SHOULD EXCAVATION FOR TIE WATERUNE PRODUCE EWOENCE THAT THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED R SUBSECTIONS (C) OR (D). 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCDON. 8. CONTRACTOR SMALL TE A 1' WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER SERVICE AND SHALL LEAVE A MINMUM OF 36" OF FLAGGING EXPOSED AFTER BACK I L AFTER dURB AND PAVING IS COMPLETED. CONTRACTOR STALL MARK THE LOCATION O THE SEWER SERVICE ON THE CURB OF AU£! IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS o. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. P0. THE UTLLH7Y CONTRACTOR SMALL INSTALL THE WATER SERVICES TO A POINT TWO (2') FEET BACK CE THE CURB LINE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AFTER TRINE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE LOCATION WILL BE MARKED ON ME CURB, WITH A BLUE LEITER W BY THE UTILITY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE 'RECORD DRAWINGS. 1. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS tZ UTILITY TRENCHES SMALL BE BACKFILLED WITH MATERIAL MEETING NCIOOG ITEM 6.210 AND MECHANICALLY COMPACTED IN 8" LIFTS TO THE TOP O THE SUBGRADE TO A MINIMUM OF 951E STANDARD PROCTOR DENSITY. Ca�Nc Dealare8b VALVE BOXES SMALL BE-RNISHED AND SET ON EACH GATE VALVE AFTER THE FINAL CLEAN-UP AND AUCNMENT HAS BEEN COMPLETED, THE CONTRACTOR (UTUTY) SHALL POUR A CONCRETE BLOCK 24'%24•X6' e-� AROUND ALL VALVE BOX TOPS WHICH STALL BE LEVEL WITH TIE FETED GRADES SN 121 1 Prorowt 4. EOUIRED DUE m CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS Let 1R Dock iR douk Hummer PK FIE 19698-07.464 DWG FILE 19698-07-464CV GAS TANK.DWG NO. I DATE I R"NON DEPARTMENT OF DEVELOPMENT SERVICES I Pacheco Koch Consulting Engineers `-9t.— ' *OPHER bt+1 8350 N. CENTRAL EXPWY, SUITE 1000 DALLAS. TX. 115206 972235.3031 CONCEPT WATER & SEWER PLAN CLASSIC HUMMER DEALERSHIP >: '�� • Bim' '0N �• CLASSIC HUMMER ADDITION LOT 1R, BLOCK 1 R THE SEAL APPEARIN ON ' DOOUUENT WAS C C17YOFGRAP--V1NE TEXAS AUTNd63D BY 4. J7NE5, )'E 82681 ON 04/30/2008. ALTER O A SEALED DOCUMENT - DESYCN ORAmw DATE SCALE I morn F/LE NO. WIHWT PROPER N TON TO OVEN ENGINEER IS AN NSE UNDER THE TEXAS GAP JEG JAN i-=40• 4 2008 ENGINEERING PRACTICE ACT. PK FIE 19698-07.464 DWG FILE 19698-07-464CV GAS TANK.DWG 9 I 23'LgNOSCV+E 1 I BUFFET % \- ' 00000❑ 00 �io0� i 1 � / I 1 L U "II I NJI��� \ \ \ DR INLET PROTECTION �9, I BENCH MARK LIST BM/ 1 ' n' CUT SET ON E WEST TCO OF CURB OF THE EAST SERVICE ROAD OF STATE HIGHWAY 121, 190'± NORTH OF THE OS CENTER OF PRPECT PARKWAY. I EL.EV-576.87 BM/ 2 NORTH SIDE OF SANITARY SEWER MANHOLE RIM IN PROSPECT PARKWAY, 609'± EAST OF, THE EAST LINE OF STATE HIGHWAY 121. ELEV-576.49 'S t\ncM I,\ Z\I\m I's,■ No OI\1100NI PLAN V1FV \ _ �� i DROP INLET PROTECTION '\J = - SILT > C' IT z R N T RTE TIN I I I �1 X00 a DRO I LET --- I 9i� Staa:t:4°t:f°... R 1 r-5' MKx FAW9 \ FAM YEW n:T 1ENCE mul. -- =, c DROP INLET \ lPRO TON 1RIARGUtAR BEMENT 41�D� P INLET FILTER DIKE P CTI / _ _ �_ Aw.r r11o1 BNmrK¢ Fir \' STABILIZED CONSTRUCTION rF ENTRANCE `Y$ NOT TO SCALE DDROP-IN —\ -- rPROTECIlO —54k2INT0�1S BUILDING _ - MOOD S.F. FF=587.50 (CONCEPTUAL) I\,` I r � _ISSOMETRIC PLAN NEW � �•A uE ar mmixT nasw.e"eiras DROP INUE m m¢ anan c aoo r¢T / \ j PROTECT __ _ ( SILT FENCEGM WA • `er a ml� w �wn01 i ns us lirK�anm � Ntxr avMe 1Al �\ \ WETRIANGULAR SEDIMENT FILTER DIKE �+ CASE NAME C- Hu- I --"IN - CASE NUMBER: CU08-OS p \ \ \ F CONSTRUCTION LOCATION: Lot 1R. Blod P dwdcPH \ DROP INLET, -f r ENTRANCE PROTECTION I 6 soez .osr F AT °."°'tluz) MAYOR SI`T`FENCE 't—X38.6' \ \ D LJf _eY/ DATE �� e ` ` � � � � � � . \\� � s Ac®uac w F•6wc C AND 1 L_ E- G E= N O BOLLARD o ELECTRIC METER POWER POWER POLE msµ. LIGHT STANDARD WATER METER • WATER VALVE 0 20 40 83 110 IRRIGATION CONTROL VALVE n.p FIRE HYDRANT GRAPHIC SCALE IN FEET CLEANOUT ;1 MANHOLE ra'D TRAFFIC SIGNAL PONTROL • TRAFFIC SIGNAL POLE m[I. TELEPHONE BOX FLOOD LIGHT .E>� R' • FUG POLE B sw TRAFFIC SIGN IRS 1/2 -INCH MON ROD W/•PACHECO KOCH• CAP SET (C.M.) CONTROLLING MONUMENT --- PROPERTY UNE y= j STABIUZED T:..,'1... CONSTRUCTION ENTRANCE COUROCK CHECK DAN - + TAR ANT MAPSCO 27X a 0 0 0 0 0 o SILT FENCE V/C/NJTY MAP 0 INLET PR-__ (NOT TO SCALE) TRIANGULAR SEDIMENT FILTER DIKE POLLUTION CONTROL GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED TO PROVE MEANS TO PREVENT OR MINIMIZE POLLURON OF STORM WATER. 2. THE CONSTRUCTION ACTIVITY MCLUDED IN THIS PLAN WILL INCWDE A. GEARING AND GRUBBING e. ROUGH ORADMG C. FINAL GRADING 0. UTILITY INSTALLATION E PAVEMENT INSTALLATION F. BUILDING CONSTRUCTION A THE TOTAL ESTIMATED LAND AREA TO BE DISTURBED IS 7.4 ACRES. 4. THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION OF THE PROJECT IS 0.90 X 5. THE STORM WATER EXITING THE SITE IS COLLECTED IN AN EXISTING DRAINAGE SYSTEM MAINTAINED BY THE CITY OF GRAPEVINE TEXAS. 7H SOILS SOLS ON THE SITE ARE GENERALLY EXPANSIVE CLAYS. 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION PROTECTION AROUND THE WORK AREA PERIMETER AND AT ALL INLET MOUTHS PRIOR TO COMMENCING WORK AND UNTIL THE WORK AREA HAS BEEN STABILIZED. B. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE STE. 9. ALL DISTURBED AREAS WHICH WILL NOT BE RE -DISTURBED FOR A MINIMUM OF 21 DAYS MUST BE STABILIZED BY THE CONTRACTOR TO CONTROL EROSION. TO. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE 11. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE AND LOCAL REGULATIONS REGARDING SEDIMENT AND EROSION CONTROL. 12. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE CONSTRUCTION PEM W. 13. CONSTRUCTION SEOUENCING MUST PROVIDE FOR THE EXCAVATION OF AN ON-SITE BASIN AS A SEDIMENT COLLECTION BASIN PRIOR TO THE DISTURBANCE OF GREATER THAN 10 ACRES OF LAND. 14. ALL FINISHED GRADES ARE TO BE HYDROMULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED ON AND OFF-SITE. 15. A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON-SITE BY THE CONTRACTOR FOR THE 'WASH OUT' OF CONCRETE TRUCKS 16. A 8ERM OR 07HER SPILL PROTECTION MEASURE SHALL BE USED FOR ANY TEMPORARY FUEL STORAGE TANK ON STE 17. IF "SUMP* PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS FILTER THE DISCHARGE TO REMOVE SEDIMENT AND OTHER POLLUTANTS BEFORE THE WATER LEAVES THE SITE. IB. TO PREVENT DAMAGE TO VEGETATION IN DOWNSTREAM WATER COURSES LIMIT ANY PROPOSED LIME STABILIZATION OPERATIONS TO THAT WHICH CAN BE MIXED AND COMPACTED BY THE END OF EACH WORK DAY. GEOTEXPLE FABRIC IS NOT EFFECTIVE IN FILTERING UNE SINCE THE GRAIN SIZE IS SMALLER THAN THE OPENING IN THE FABRIC. 19. VEHICLE PARKING AREAS, STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE COVERING OR ENCIRCLING THE AREAS WITH PROTECTIVE MEASURES SHALL BE NECESSARY. 20. STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL PROPER DISPOSAL AT OF-STE FACILITIES. DATE tY �" Txw"MO10Ra. `e amu. i mrn E 7 2 I -"_ III / 1 . DOES NOT AUTHORIZE ANY WORK y ``-` \ •�7 _-- r I NFUCT WITH ANY CODES OR Z ORDINANCES MO DA TE RENS/ON W _Sea / l� �-_ r ARTMENT OF DEVELOPMENT SERVICESJ SILT FENCE J1 Pacheco Koch Consulting Engineers W 2 8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS. TX. 76206 972.236.3031 a 1m yP`�oFrFls EROSION CONTROL PLAN $ DETAILS 6=19$4 Rm3574.72' `�. �� T K J. CLASSIC HUMMER DEALERSHIP L=124255' '°'��68' CLASSIC HUMMER ADDITION y T=627.61' Fs'yroN . T>r� CB=N 10ro8'14• E --� LOT 1R, BLOCK IR CO=1236.30' THE SEAL APPEARING THr. DOCUMENT WAS AUTHORIZED BY CFUS M. JANE$ PE 8=1 ON C/TYOF GRAPG V/NL' TGAAS 04/30/2008. ALTERA O A SEAIFD DOCUMENT OES/ON DRAWN DATE' SCALE NOTES F/LE NO. WITHOUT PROPER NO ATION TO THEA RESPONSIBLE ENGINEER IS AN NSE UNDER THE TEXAS ENGINEERING PRAC ACT. GAP JEG JAN 1•®40' 5 2008 PK FILE 19698-07.464 DWG FILE 19698-07-464CV GAS TANK.DWG 1 2 f i LO LO LO LO 2 2 2 LO .O LO 2 LO 1 LO z z z .O LO LO 2 LO i LO 2 2 1 2 .O LO LO LO 2 LO 2 PROPOSED BUILDING LO z 10,000 S.F. LO FF=587.50 10 t LO 2 LD rA LANDSCAPE NOTES 1. Contractor shag verity, all existing and proposed slue elements and notify Architect of any discrepancles. Survey dale daxi ting conditions was supplied by others. 2. Contractor shag locate all existing underground uBNes and m* Architect of any conflicts. Contractor shall exercise caution when working In am vicinity of underground utilities. 3. Contractor Is responsible for obtaining all required landscape and Irrigation permks. 4. Contractor to provide a minimum 2% slope away from a• stftft- , S. AN palming beds and lawn areas to be separated by steel edging. No steel b be katal X! adjacent to sNewaiks or 6. AN landscape areas to be 100% Irrigated Wien an underground automatic tlDn system and shall ledude rein and freeze sensors, 7. AN lawn areas to be Hydromulch Bennudagrass, unless otherwise noted on the drawings. PLANT LIST TREES MAINTENANCE NOTES 1. The Owner, tenant and thele agent. N any, shell bekledy and severally responsible for the maintenance efall lamixape. 2. AN landscape shall be maintained in a neat and odcdy manner at al times. This shall include mowing, edgkg, pruning, Ir dilkkg, watering, weeding and other such activPoes common 0landerape maintenance. 3. Al landsape areas shat be kept free of trash, fitter, weeds and other such material or plant% not part of this plan. 4. Al plant material shag he maintained N a healthy ani growing condition as Is appropriate for the season Nitre year. S. AN Plant material which diva shall be replaced with idem meledel I equal or better value, 6, 'Contractor shelf P.M. separate bid proposal for ore yearn maintenance Io begin ager final acceptance. BOTANICAL NAME COMMONNAME QTY. SIZE REMARKS Lagenstmemia l dlca PWc' Crepe Myme PW5 8' hl, c -miner, 3.6 cane, n o cross snug rc Queus Virginians aLive Oak 79 3' cal. container, 13' hL 5'sprexd rah. Taxodlum did um Said Cypress 41 3' cal B&B, 13' hL V epmed min. Uknus cresaifde Cedar Elm 17 3' cal. container grown, 13' hL S'spread min. NOTE: ALL TREES TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES SHRUBSIGROUNDCOVER BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS Hex comule'Burford#rune' Dwarf Burford Hely 168 30'hL contslner,%4120'spread.30'o Cynodon dactylon Common Bennudew- hydromrlch NOTE: Plant #at Is an ad to bidders only. Contreclor shall verity all quantities on plan. Al retards and spreads are mintmuma. AN plant material shall meet or exceed remarks as indicated. PLANT LEGEND SYMBOL PLAUTTYPE BC Bald Cypress CE Cedar Elm CM Crepe Myrtle Pink' OBH Dwarf Burford Holy LO Line Oak LANDSCAPE TABULATIONS SITE PERIMETER REQUIREMENTS Requirements: (1) one tree per 601.f. of perimeter area with a midmain of to la width belween ohm edge of parking and the adjacent property line SOUTH PROPERTY LINE: 6DO Lf. Required Provided (12) Yeas, 3' cal. (15) trees. 3' at NORTH PROPERTY LINE: 5241.f. Required Provided (11)trees, 3'al. (12)uees,3'al, EAST PROPERTY LINE: 84111 Requfred Provided (17) trees, 3' cal. (17) tines, 37 cal. WEST PROPERTY UNE: 687 U. Required Provided (14) tre, 3' al. ss(14) trees, 3' cal, INTERIOR LANDSCAPE REQUIREMENTS: (82,762 s.t) Requirements: 10% of gross parkhg sea steal be devoted to WIN landscape. (1) Vee 3' mi. per ADD 0. of required lot i., landscape area. Parking Malls not mqulred for lots less than 35,000 0. Required Provided 8,278 s.L 14,361 s.L(17.3%) (22) trams, Yost. (79) trees, 3' al. NON -VEHICULAR LANDSCAPE REQUIREMENTS: (392,113 s.t) Requirements: 20% of total site area shall be devoted to landscaping with nth less than 5D% being located In the hoot yard. Required (20°.6) P -Id d 78,423 s.f. 187,176 s t (47%) Front Yard (50%) Front Yam (50%) 39,212 J. 69,422 s.f. (88%) lb'.3.0.0.8 CASE NAME: Classic Hummer Dealer" CASE NUMBER: CU0& LOCATION: SH. 121and ProspectParkway Lot 1R, Block I Classic t#.mn DATE: kL DOES NOT AUTHORIZE ANY WORK CONFLCT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES SOLID SOD NOTES 1. All lawn areas to be HydromtAch BemsNegmss, unless nmed otherwise on drawings. 2. Contractor shag scarify, flip, loosen all areas to be hydrunuictad to a minimum depth of 4' prior to topeo0 and hydror uleh Installed - 3. Bermudas- seed shall be extra hulled end treated lawn type and shag be delivered to the site in Its odgilal unopened cordsirse, and shag meet Texas State Law requirements. C Fiber. Shall be one hundred (10D%) percent Wood Cellulose Fiber, delivered to the site In its original unopened container. 'Comveb' or equal. 5. Fiber rack: She# be delivered to the site In Its original unopened container, and shall be Terre -Tack one', as manufactured by Growers, Inc., or equal. 6. Hydrom rich with Bermudagrass seed at a rale of two (2) pounds per one 9-md If 000) square foot 7. Use a 4'x6' better board against at beds areas. 6. g installation occurs between September 1 and April 1, a8 hydromulch areas to be Winter Ryegreas, at a rate of four (4) ponds per one thousand (10DO) square feet. Contractor shall be required to re-hydromulch with Barmudagress the following growing season. 9. AN lawn areas to be hydromulcheq shall have ons hashed (1 OD%) percent coverage prior to final acceptance, 10. Contractor shell maintain all lawn areas until final aomplance. This '.. shall Include but not be limited to: mmIng, washing, weeding, udWettng. Naanlg, and replacing dead or bere arena to keep plants In a vigorous, healthy condition. 11. Contractor shall guarantee establishment of an acceptable ulama and shalt provide replacement from local supply as necessary. _ SI TE TABULATIONS - PHASE -III EXISTING REQUIRED PROVIDED TOTAL SITE AREA: 217 800 SF 1.194.230 SF MAXIMUM BUILDING COVERAGE 60R OR IBS" SF 61,207 SF 5.1 MAXIMUM IMPERN US AREA 60R OR 955384 5544]8 SF 465A OPEN SPA 2 R OR -.dm 578 545 S 46.4 TOTAL PARKWG TOTAL ACCESSIBLE SPACES 1 523 SPcE4 3 SPACE 1246 SPA 15 SPACE ]55 SPACE 11 SPACE 50 MAX]__36 50 MAX SITE TIONS - PHASE -III EXISTING _ ...._.-.. _ •_--••_ REQUIRED I PROVIDED TOTAL SITE AREA: 211, 800 SF 800.24( MAXIMUM BUILDING COVERAGE 60% 716 3� SF 51.207 SF 6.4E MAXIMUM IMPERVIOUS AREA % BOR OR 955 84 4 882 SF 13.1E OPEN SPACE 0R 2OR 23 8 4011 ] SO.iR TOTA PARKING TOTAL ACCESSIBLE SPACES 326 PACE 0 SPACE ]55 SPACE 11 SPACE BVILDWG HEIGHT 50 MAX s SITE TABULATIONS PHASE IV PROPOSED R UI PROVIDED TOTAL SITE AREA: 1T% 200SF 393.984 84 SF MAXIMUM BUILDING COVERAGE 6 390 10.000 SF 25R MAXIMUM IMPERVIOUS AREA BOR OR 315187 206.596 5F 524E N20R MKI TOTAL PARKING OR 1879 19 SPACE 177.358 SF 45.0E 491 SPACE TOTAL ACCESSIBLE SPACES 4 SPACES 4 SP C 6UADWC HEIGHT 5D MAX 36 smr landscape architects, inc. Ims N, CNMIn Streak Da6a, Ta[aa 75103 0 20 40 80 Tx 1ua7t= Faxa4.e71Q SCALE 1'-40'-0' , °n°@ lawn