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HomeMy WebLinkAboutItem 04 - CU01-55 CVS CGm LL P�Z *t 5, TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL AND THE PLANNING AND ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER H.T. HARDY, DIRECTOR OF DEVE PMENT SERVICES MEETING DATE: OCTOBER 16, 2001 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU01-55 r---I 1 I I Grapevine 5?1 Lake APPLICANT: Robert Baldwin I 1 dove 1 PROPERTY LOCATION AND SIZE: I.H.1635 Northwes i The subject property is located at 3701 Ira E. Woods Avenue and is proposed to be platted as Lot 1, Block 1, CVS Addition of Grapevine. The proposed site s oFW w contains approximately 1.843 acres and has 243 feet j y Airport I HaIlJohnson a of frontage along Ira E. Woods Avenue (S.H. 26) and O I 216 feet of frontage along Pool Road. m Glade Rd. `m I F1O c REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a Conditional Use Permit to establish a retail pharmacy with the retail sale, storage, and off-premise consumption of alcoholic beverages (beer and wine only), drive-through service and one, twenty-foot pole sign. The applicant proposes the development of an 11,957 square foot retail pharmacy that will provide drive-through window service and off-premise alcohol beverage sales. Two drives will serve the site—a shared drive off of Ira E. Woods Avenue and a shared drive off of Pool Road. These shared drives will serve as access to the remainder of the surrounding area when developed in the future. The applicant proposes to erect one, twenty-foot pole sign along Ira E. Woods Avenue and one, monument sign along Pool Road. This site and surrounding property was originally proposed for a shopping center anchored by a grocery store on October 20, 1998 when Council considered a zone change to rezone 0AMMCU01-55.4 1 October 8,2001 (10:46AM) the site to "CC" Community Commercial District. The rezoning request was denied. Subsequently, the subject site and surrounding area was resubmitted as a conditional use request. The applicant proposed the establishment of a planned commercial center along with a grocery store and convenience store both with off-premise alcohol beverage sales and 24-hour operation, leaving the current zoning intact. This request was also denied at Council's August 17, 1999 meeting. At the December 19, 2000 meeting the subject site and surrounding area was once again considered for a rezoning to "CC" Community Commercial District with a conditional use permit to establish a planned commercial center with an Albertson's grocery store. This request was also denied. PRESENT ZONING AND USE: The property is currently zoned "HC" Highway Commercial District and is undeveloped. HISTORY OF TRACT AND SURROUNDING AREA: The subject property was zoned 1-1" Light Industrial District and "C-2" Community Business District prior to the 1984 City Rezoning. A conditional use permit (CU86-07)was granted in 1986 for a convenience store with gasoline sales and off-premise alcohol beverage sales (Seven-Eleven) at the southwest corner of Pool Road and Ira E. Woods Avenue but was never constructed. A zone change request (Z98-23)to rezone the entire site to "CC" Community Commercial District was denied at the October 20, 1998 meeting. A subsequent conditional use request (CU99-20) to develop the site as a planned commercial center with a grocery store with off-premise alcohol beverage sales and convenience store with gasoline sales and off-premise alcohol beverage sales was denied at the August 17, 1999 meeting. The property owners' once again at the December 19, 2000 meeting attempted to rezone the subject site and surrounding area to "CC" Community Commercial District (Z00-16) and establish a planned commercial center (C000-66)with an Albertson's grocery store as the prime retail provider within the center. Both requests were denied. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: City of Southlake SOUTH: "PO" Professional Office District—vacant property EAST: "HC" Highway Commercial District and "GU" Governmental Use District—Hansome Hank's Texaco and Grapevine High School WEST: "CN" Neighborhood Commercial District—vacant property OAZCU\CU01-55.4 2 October 8,2001 (10:46AM) AIRPORT IMPACT: 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. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's proposal is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates Pool Road as a Type B, Major Arterial with a minimum 80-foot right-of-way developed as four lanes with a center median. /rs 0:\ZWCU01-55.4 3 October 8,2001(10:46AM) waA TROD GU Z94.04 ' .. �oN � GNSGN �s Nt s�aZO TRACr4ft P Gs C kV Y 1R Site Location ,) 1 te. GW '' CEJ93-04 +A CU92-18 3 oN 93�p M2 Z8O-33 CIJ98-17 Pa 0 � 61 %�• S'� 2 Po CN 3 SU99-02 TRACT A 1 um 1 s1 a4 29 av 20 lul x as it Im sa SPA g& As sr OLD M[1 RUNT !1 KG N to rT N tE � 11 + �� LNG t go Inn TR1K AM* v n 25xft • O SCR 2" 0 10 tt �t 1a ,4 P R-7.5 r As 7 TR 1A 84 4 CUOI - 55 1 " = 300 ' Cvs 081.2312001 14:17 9728994204 PAGE 03 Atic1�22-01 22:30P DOVSIOPrnent S9rvia®s 817 410 3026 ��OQ IV C PET COND1 10NAL USE APPLICATION Farm "A" PART 1.APPUCANT INFORMATION Name of ^llagenr* 8pbeTt Baldwin for Gustine PRoperties SVW address ofapitl+carg/091171: 800 Parlor square - Suite 275 54,7013720 code applcant/agem: Flower Mound, TX 75028 etephone number of applicant f scent: Fax number of appHean(l agent: 972.899 4204 Applimrs!seises in wNed Properly owner's re re en PARE 2. PR6PERTY INFORMATION SWW adarass of subject pmpeny t eled dessripdiai of-tabled pmp dy(metes b bourEds must be descnbed on d i�!"z 7 t" Lot 1 Block 1 SH 2 P of a on) We or acdyect paopeny 2. 1 acres ,m 94, 892 sf root prererazor aessslrcai'or': edtJSe Of�tO y Pharmacy;vith a ,pylon sign, beer and wine ales and drive through windows - • lrrraxtmurm debut sdxe fOrtondNlonar rue nrquast . Sec 26 C 8 - Beer Wine Sal ART 3.PROPERTY QWNER INFORMATION PAWN a Currotst pr;;—"owner. 9.5 Pool Read Partner et, al. •a'PQiddmss of property owner. 230l Cedar Springs Rd. Ste 400 alylSfatc lZip code ofprWorty owner Dallas, TX 75201 Telephone nwnber of prope4 owner. Fax nwnber of p►opert y owner, 214.880.9009 214.880.0188 D Suexrrit a Jetter descri V the proposed aondkkx AV use and note ma mgmsi on site plan doctww d ❑ In the same iemr.dusuft orshaw on the slie plan•znd m(KN onar matKra mnu or cmdbons knpoaed upon tt>e PO(fttAr conawOml lase by appsmble cwrid noaa*aom(exampfa:buffer yard&distance betweeen maml ❑ In the ea+ae ietter,describe whether the proposed conot nw use w W,or wN not cacao substarWa harm to the value,LIM or ahoy"BM of dfwr pnspary kr ttae nalphborhood, Alm.descnbe how"proposed wndif70 W use wV cud do the value,use or arVoymant of aftr property k1 the ❑ Appk2doa of ade plan approval pecitoo 47.see aGedied Form W). . ❑ The x& zubmislrlon shot!meet the wframents of So dlon 47,SU Ptah ukements. 08/,23/2001 14:17 9728994204 PAGE 04 Aug-22-01 12:30P Deva10PmQnZ Services t3i7 410 -301e P:.03, O itd aondRor+f am and cond4lona(use VFW-x6kvm am easurtred to ba oornpkte wheel fled.nd wAr ba d on tt►a a�endo larpubtic t.earinp ai an 4sawcon or"dal- 8asedan dhe tore of the 0gonda.rxw&pppCetion"y ba i+stWhAWM*War dele. O Ar pubic 6"rfr�vt be apamd and US&V W oW oY gppticents Brut Wcrosted v*cwwY- h.ettnps 1zt1Y 8a oonr nuad to tr a next P -c t�earh0- pub k ho WWS No net be tamed nat srso or conAfoaef use pwmg con 9*be Apprrrat by dh. © A ff of 'W a a dig tm(no maafer how�rdnor or nub rpplovvd w!n a aoncfitio I tun of guovad a h tf,e M rt+eetfa0' m4t4v as sat forth by the�ibr aw"Xiww use orommWand un pam�t and aabun.f*e met Q tthaw msd sMur�dera�+d of am raquir�� of mauwamn(s of this hfty beep+mat a(Cu a"o of u n Waf. PART 4.S NATURE'T'O AUTHORIZE CONDMONAlL USE REQUEST AND PLACE A GOKDfTtQN�-USE _ RFQUt=sz StGN ON THE SUBJECT PROPERTY n 4pptica i SrOnatrnc: Pltnt�ppticenf's Nerac; metre Or coc�Qt,�TARRANT / � / 7 ` . �1 No s`. /,tom 11 �r Qq Vdfa day P'�rs m&a 'appeared t'�o�!a✓f 1 4 j c/C0( (".VY1 (appt wnp ArpV°d 10 lro on trio oaM of card or other daMvd(il to be the pow*Mw Rafie is aftatbed to the f mg*f p ftWwr 9 and „cl r,o„facJp,d a me chef he amaded the same for eha p&Mws snd aon&W*ksm axpmsW. (SeaQ tin ir►der a7'11tt1d atsd seat d aA"oe this —day Of .AD. Monica L.DS •'' *:.Notary Public,S My Commissir}JUNE 11Note to Far Name: rnpecta,QwtiCC+r tfetur�e: y1'1►t.� +'k g� o01 00 LA-C. , nee a c,�att2.. vice Qg or n ILs t+�ot«7t tQb+rrt h no(or pmmd a nw oa Me aeth of cnd Of 46%w doewmLiQ is be the old 2 1 m adlasw namA Is tu62021ed b the fa 040610 k"*w►4k*mnd a�bo rr+e that hd a oude+d tM er mw j6e mh&pRpom and ooas&nftn[wsh aigsmwed poa0 Gfwn arldw any hand and aeaf of 905W vat _..1ttY d�„� c7� �A.D. W STY I HAMMONSPublic.State of Texas NatY to Itnd faromm1w0n Explrea ; 3 08/23/2001 14:17 9728994204 PAGE 07 Auga22-41 X2:31P Development Services $17 410 3018 P.06 CKNO -EMERENT All Conditional Use and Special Use Applications are assumed to be Complete when filed and wfll be placed on the agenda for public hearing at acre tion of the staff. Based on the size of the agenda, your application maybe scheduledo , All public hearings will be opened and testimony givers by applicants and interested citizenry. public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how mirror or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. an Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of foot'morrfhs to request and be scheduled tut agenda before the Planning and Zoning Commission and City Council If after said period of four months an application has not been scheduled before the Commission and Council said application shalt be considered wifftdrawn, with forfeiture of all filing fees. The application, aloatd with the required filing fee may tie resubmitted any time thereafter for reconsideration. Delays art scheduling applications before the Planning and Zoning Commission and C;tfy Council created by city staff shaft not be considered a hart of the four month period. t have read and understand all of the requirements as set forth by the application for concritionai use or special use permit and acknowledge that ail requirements .of this application have been met at the time of submittal. Signatureof applicant tea#e: t �.,.. P. Signature of owner "Vi V 1 Date: Z -7 - a re�$r'Grt 6 REEVES I�OBERT R ES &Associates,Inc. PLANNING AND ZONING CONSULTANTS October 10, 2001 Honorable Mayor& City Council Planning &Zoning Commission City of Grapevine RE: Rezoning Request for Conditional Use Permits South Corner of Highway 26&Pool On October 16, 2001 you will have the opportunity to approve a request by the Gustine Company for a multi-purpose Conditional Use Permit in conjunction with the construction of a CVS Pharmacy on a 1.9 acre tract of land located at the south corner of Highway 26 and Pool Road. The property is zoned Highway Commercial, HC, which allows a pharmacy. This request is for a Conditional Use Permit for two drive-through windows, the sale of beer and wine for off- premise consumption and one twenty-foot high pylon sign along Highway 26. Who is CVS Pharmacy? CVS ;Pharmacy is entering the metroplex market for the first time and is excited that the Grapevine store will be one of the firsts in the metroplex. CVS Pharmacy was founded in 1963 and is Rhode Island's largest company. CVS is listed on the New York Stock Exchange (CVS). It has become the nation's leading drugstore chain and dispenses more prescriptions than any other pharmacy in America. Nationwide, nearly one prescription in ten is filled at a CVS store. The company has over 97,000 employees and operates more than 4,100 stores in the Northeast, Mid-Atlantic, Southeast and Midwest regions of the country, covering twenty-seven states and the District of Columbia. CVS revenues in 1999 were more than $18 billion. Background: The need for this Conditional Use Permit reflects the characteristics of a modern pharmacy. Drive-through windows, which provide an added convenience for our customers, are very much part of the new pharmacy . In addition, it is very common for a pharmacy to sell beer and wine, just as it is for convenience stores such as the Texaco "C" store across the street, to sell beer and wine. Clear information and identity is so critical for any business establishment, so it is understandable why a twenty-foot detached pylon sign along busy Highway 26 is necessary. 500 South Ervay Street * Suite 426A 9 Dallas, TX 75201 • (214) 749-0530 • Fax (214).749-5605 RM40h. Great care has been taken to make sure the drive-through windows are located so that they are least visible from the streets. They are located on the back side of the building, adjacent to an outside storage area for railroad ties and other construction materials. The windows will have no adverse impact on the residential area located further to the southeast and will certainly provide an important convenience to our customers. As with the drive-through windows, it is very common for pharmacies to sell beer and wine for off-premise consumption. Over the last generation, pharmacies have evolved from enterprises that just sold drugs and medical merchandise, to full retail operations that serve the busy lives of their customers by selling a wide range of merchandise. Beer and wine sells will offer our customers one-stop shopping and will be compatible with the "C" store across the street. Appropriate signage is necessary for the successful operation of the pharmacy as well as for the safety and convenience of the motoring public. The purpose of the pylon sign is to alert motorist in time for them to safely make appropriate turning movements into the pharmacy. Since traffic moves so fast along Highway 26, a twenty-foot sign is certainly justified. The sign will only have seventy square feet of effective area and will be consistent with the color and materials of the main facility, see attached sign illustration. One detached monument sign will be on Pool Road. We have met with representatives of the homeowners who were very supportive. The following neighbors attended our meeting at the home of Larry and Karen Watkins: Larry and Karen Watkins, Kelly Britain, Brent Gabriel, Steve Early, and Tony McCalla. Although, we do not have their formal support at this time, we anticipate having their support in time for the joint hearing next Tuesday night. After reviewing the facts of our request, we are sure that you will agree that this use makes a lot of sense and is far superior than some other allowable uses that generate significantly more traffic such as a "C" store with gasoline pumps. Please support this request. Sincerely: Robert Reeves r t w 'rg I� q I� � I i is mg a' 5 I�f MI m i �y _ 1 •k� WcDonald Writer's Direct Dial: • a Associates, PLLC (972) 899-4202 Writer's E-Mail: baldwin@landusetx.com September 4, 2001 Mr. Ron Stombaugh Senior Planner City of Grapevine 200 South Main Street Grapevine, Texas 76099 Re: Request for Conditional Use Permits Southwest Corner of Highway 26 (Ira E. Woods Avenue) and Pool Road Dear Ron: This firm represents Gustine Properties, Inc. in their efforts to construct a new CVS Pharmacy on a 2.1 acre lot located at the southwest corner of the intersection of State Highway 26 (Ira E. Woods Avenue) and Pool Road (the "Property"). In order to construct this pharmacy we are requesting that three (3) Conditional Use Permits be granted. The three (3) permits are required to: 1)allow two (2)drive-through windows for the pharmacy; 2)allow for beer and wine sales for off-premise consumption; and 3)allow for a 20-foot tall pylon sign on Highway 26 and a 20-foot tall pylon sign on Pool Road. We are confident that all three of these requests are reasonable and will not cause harm to the value, use or enjoyment of other property in the neighborhood. The Property is currently zoned Highway Commercial (HC)and given its location on Highway 26 at an intersection of a major thoroughfare, sound land planning principles dictate that a commercial or retail land use, such as a pharmacy, is an appropriate use for the Property. A pharmacy is a permitted use in the HC zoning district, but the-need for the Conditional Use Permits is triggered by the characteristics of how pharmacies operate today. All of the major pharmacy chains design their stores with drive-through windows. These windows are a convenience that our customers use and demand. Given the nature of why people come to pharmacies, it is often necessary for our customers to stay in their vehicles to pick up their prescriptions. Great care has been taken to make sure the drive-through windows are positioned properly on the lot. The proposed drive-through windows are located on the west side of the building to ensure that they do not cause traffic circulation conflicts and the operation of the windows do not trigger any negative consequences for the surrounding neighborhood. The use and operation of the drive-through windows will not cause substantial harm to the value, use or enjoyment of other property in the neighborhood. On 270 N. Denton Tap, Suite100 •• Coppell,Texas 75019 •• Phone 972-745-4300 •• Fax 972-745-4222 Mr. Ron Stombaugh September 4, 2001 Page 2 the contrary, the pharmacy with the drive-though windows will add to the quality of life in the surrounding neighborhood by allowing the residents to pick up prescriptions without venturing onto a major highway. As with the drive-though windows, it is very common for pharmacies to sell beer and wine for off-premise consumption. Over the last generation, pharmacies have evolved from enterprises that just sold drugs and merchandise that centered on the medical needs of a population to retail operations that serve the busy lives of their customers by providing all manner of convenience goods from common grocery items, school supplies, film processing and beverage sales. Pharmacies have become a destination retail operations where people stop on their way home from work and pick up the items they need, but would rather not go to a grocery store or department store to purchase. Beer and wine sales would offer the nearby residents true one stop shopping which would reduce the need for additional vehicle trips on the adjacent roadways. Given the nature and scale of the alcohol sales, the approval of this conditional use permit would not result in substantial harm to the value, use or enjoyment of other property in the neighborhood. Appropriate signage is necessary for the operation of the pharmacy as well as for the safety and convenience of the motoring public. The purpose of pylon signs is to allow people identify the location of a building before they actually reach the driveway serving the building. Pylon signs help motorists plan their turning movements. Allowing a pylon sign on Highway 26 and on Pool Road will help identify the driveways and will facilitate the movement of vehicles from the travel lanes of Highway 26 and Pool Road into the access drives of the pharmacy. The proposed pylon signs have been designed specifically for this location and the City of Grapevine's sensitivities toward pylon signs were taken into consideration in the design of the proposed sign. The proposed sign has an overall height of 20 feet and a width of just less than ten feet. The overall effective area of the sign face is 70 square feet. Rather than using a single pole, this sign has been designed with two (2) supports which result in a more architecturally pleasing design. The sign materials reflect the color and design of the main pharmacy building. Given the size, massing, locations and intent of the proposed signs, this request is reasonable and the granting of this request will not cause substantial harm to the value, use or enjoyment of other property in the neighborhood. In conclusion, the three conditional use requests that comprise this application are reasonable and necessary forthe successful operation of a CVS Pharmacy at this location. Drive-through windows, beer and wine sales and pylon signs are all common elements in the design of stand alone pharmacies throughout the Metroplex and the rest of the country. The granting the requested conditional use permits will not cause substantial harm to the use and enjoyment of surrounding properties. The design of the property, coupled with the office zoning and vacant area that separate this parcel from its nearest neighbor Mr. Ron Stombaugh September 4,2001 Page 3 to the south work together to eliminate any potential negative effects of this use on the surrounding neighborhood. Sound land planning, coupled with a reduction in the intensity ' of land uses and an open area all work together to protect the residential area from the commercial areas located along Highway 26. We firmly believe that this use as designed is an appropriate and reasonable use of this property. t Thank you very much for your assistance with this matter. I am looking forward to working with you on this request. If you have any questions or need any additional information, please do not hesitate to call me at (972) 899-4202. Very tr ly yours, 1��LZ5/ Robert B. Baldw�- A, ICP Land Planner I p COLORS MATERIALS Faces:White background with red copy. -Faces:White polycarbonate overlaid Copy has black outline. with 3M 230-42 red vinyl.Copy outline M onum ent S ion •Main.Cabinet,Top Cap and base:Seawolf is 230-22 black vinyl. gray. •Main Cabinet: .063 fabricated,paiw .,OUBLE FACED -Main Cabinet Retainer: Colonial White. aluminum. INTERNALLY ILLUMINATED -Main Cabinet Retainer: .125 aluminui -Top Cap: Molded foam,dryvit finish. SQUARE FOOTAGE: 22,46 •Base: .090 fabricated,painted aluminur lie Inionument sign is used where site or code restrictions prevent use of a full size pylon. 5'-6" - 4" cabinet face __..__.__...__ 3° removable retainer Phar.m. 10t;y v a` ------._ 2'-11" tall x 4'4" w ide o DRIVE-THRU actual visible opening of 00 illuminated sign face. (12.64 sq. ft.) !i COLORS MATERIALS Faces-White background with red copy. -Faces:White polycarbonate o�-erlaid Copy has black outline. with 3.%—I 230-42 red vinyl. Copy outline Medium P lon Main Cabinet and Top Cap:Seawvif gray, is 230-22 black v invl. -Main and Message Cabinet Retainer: •Main Cabinet: .063 fabricated,painted LE FACED Colonial White. aluminum. 1 NALLYILLUMINATED -Steel Supports: Colonial White. -Main Cabinet Retainer: .125 aluminum SQUARE FOOTAGE: Message cabinet faces: Alternate from •Message cabinets: White polycarbonate red to white backgrounds with contrasting faces. Red faces overlayed with 230-42 50 SF Main Cabinet white or red copy. red ainr1,reverse wrcded copy.White 20 SF Appendages faces with 230-42 red vinyl copy. Fabricated,painted aluminum cabinet i and retainers. Top Cap: dlolded foam,dryvit finish. 9'-10 3/8' 8'-11 5/16" O CvS 1 pharmavy ' n�L 1 Cq ' ! 1 Hour Photo j ! ORDINANCE NO. AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU01-55 FOR A PHARMACY WITH THE POSSESSION, STORAGE, RETAIL SALE AND OFF-PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER AND WINE ONLY), DRIVE-THROUGH SERVICE, AND ONE 20 FOOT POLE SIGN IN A DISTRICT ZONED "HC" HIGHWAY COMMERCIAL DISTRICT ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning &Zoning Commission of the Cit of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites havin been complied with, the case having come before the City Council of the City of Grapevine Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination a to whether this requested conditional use permit should be granted or denied: safety of th motoring public and the pedestrians using the facilities in the area immediately surroundin the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on rn the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been .......... satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally ORD. NO. 2 particular piece of property is needed, is called for, an is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit No. CU01-55 to allow for the development of a retail pharmacy (CVS Pharmacy) with the possession, storage, retail sale and off-premise consumption of alcoholic beverages (beer and wine only), drive-through service, and one 20 foot pole sign in a district zoned "HC" Highway Commercial District within the following described property: Lot 1, Block 1, CVS Addition of Grapevine (3701 Ira E. Woods Avenue) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. ORD. NO. 3 Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 16th day of October, 2001. APPROVED: ATTEST: ORD. NO. 4 APPROVED AS TO FORM: ORD. NO. 5 OECEIVED LIST OF DRAWINGS: OCT 04 3708 00CV ` / phSTORE 1. COVER SWEET PLANNJNG SOUTHWEST CORNIER OF STATE HIGHWAY 26 2. SITE AND UTILITY NOTES NOT USED 3. SITE PLAN PREPARED FOR: P �- ROAD . DEMOLITION PLAN - NO USED GRAPEVINE, TEXAS 3-1. FUTURE DEVELOPMENT CVS 5. IMENSIO LAN ' ONE CVS DRIVE 6. GRADING PLAN WOONSOCKET, RI 0289.5 7. DRAINAGE AND EROSION (401 )76 5- 1500 CONTROL PLAN (401 )334-2090(FAX) 8. UTILITY PLAN 9. STORM SEWER PLAN AND MBER RI Ey CCRE IMWN MO PROFILES /FI! ES �1 10. LIGHTING PLAN PREPARED BY. CREEK y� �BROOSHNE O,pp'1 �SGi asouN m $ B d StPtE canon g sw aL E 11. PAVEMENT AND PAVEMENT g NrwD I: W � MD YILL RU O.KFOR EST JDIR,NLGIN. - Burgess CREEK w J� m >i Yi{MBE , MARKING DETAILS - NOT USED �; GR NVEWy SPR W HIL ` "` R EC" =R 12. FORCE MAIN PROFILE CONSULTANTS IN PLANNING, ENGINEERING, N �Rµ, s� $1 P. 1 AND PAVEMENT DETAILS MANAGEMENT, AND RELATED SERVICE MEPNL g x NGUS,RW x p N� BPMUEBERRY E . ,INKER B�G� 13 UTILITY DETAILS wm 3001 MEACHAM BOULEVARD, SUITE 200DKGE _ H�H ,E mH "E—"`" �� . ' oo =� 14. EROSION CONTROL DETAILS H�G{{�µ u KM WS ROILP,C HILL$ �� � 8 FORT WORTH, TEXAS 76137 p p = 5 ow HaHGH �RSH =HIGH=MR Y GCS SH,ER NLL . BWObon".{Mlls = HAVEN EFC.• 15 LANDSCAPE PLAN (817) 2 2 2_8 5 0 0 Nemaial PoM _ WESiDVER w MRNBH P Cemetery PAE �, „,�_� $GH m 16. LANDSCAPE DETAILS $hVE IFAT (817) 222-8550 (FAX) D,K Eo VGKEEB z Y 5 $P ftING'M0. yzY 17. IRRIGATION PLAN - NOT USED RCN a] 3 ]6L SUMMEPF LD VICINITY MAP 18. IRRIGATION DETAILS + NOT USED SCALE: APPROX. 1" + 20MK,Y 19. LANDSCAPE NOTES - NOT USED CONSULTANTS; PRELIMINARY DESIGN PACKAGE SURVEYOR DEVELOPER TRAFFIC ENGINEER LAND USE CHART MARSHALL LANCASTER THE GUSTINE COMPANY LEE ENGINEERING 1864 NORTH NORWOOD DRIVE, BIRMINGHAM TOWERS 2100 17440 DALLAS PARKWAY PROPOSED USE CVS PHARMACY Q to/ot/G1 cttY COMMENTS SUITE E WHARTON STREET, SUITE 700 SUITE 204 SITE PLAN PACKAGE SUBMITTAL ' HURST, TEXAS 76054 PITTSBURGH, PENN, 15203 DALLAS, TEXAS 75287 5E O F `� (817)268-8000 (412) 381-1122 (972) 248-3006 l�P" Fin SITE AREA 80,295 S,F, (i,$43 Acres) (817)242-2231 (FAX) (412) 381-1123(FAX) (214)248-3868(FAX) �j .�I FOR PRESENT ZONING HC (HIGHWAY COMMERCIAL) i.: l l RK PROPOSED ZONING NO CHANGE GECITECHNICAL ENGINEER CONDITIONAL USE PERMIT APPLICATION* rµ3 FRONT SETBACK 40877 SH:LLL NG WARVICE INDUS1T21ES, INC. yff` 25' SETBACK DALLAS. TEXAS 75237 fLt��aN4 4��«"` AND SIDE SETBACK 0' SETBACK - (214)330-9211 lei a` REPLAT OF LOT 1, BLOCK 1 OF REAR SETBACK 0' SETBACK SOUTHLAND ADDITION AND LOTS 1 AND 3 PARKING REQUIRED 64 SPACES(1 SPACE PER 200 S.F, PLUS 5) CASE NAME: CVS PFMtWLY CASE NUMBER; C:MM-65 GOVERNMENT/UTILITY OFFICIALS" OF THE SH 26 / POOL ROAD ADDITION PARKING PROVIDED 64 SPACES LOCAnON: a701 IPA I.WOOD AVENuc (INCLUDING H.C.) Lon 9U)"I CVS ADONION OF GRAPEVINE CITY ENGINEER GAS AND ELECTRIC PHONE WATER AND SANITARY SEEVVER SEPTEMBER 5th, 2001 HANDICAP PARKING REWIRED 3 HANDICAP SPACES SUJA JOSEPH TXU GAS AND ELECTRIC GTE/VERIZON CITY OF GRAPEVINE MAYOR SECRETARY CITY OF GRAPEVINE 200 NORTH ECTOR 3500 NORTH BEITIINE P.O. BOX 95104 HANDICAP PARKING PROVIDED 3 HANDICAP SPACE(1 VAN ACCESSABLE) DATE: P.O. BOX 95104 EULESS, TEXAS 76039 IRVING, TEXAS 75062 GRAPEVINE, TEXAS 76099 , BUILDING HEIGHT 32'-6"(SINGLE STORY) GRAPEVINE, TEXAS 76099 (817) 355-7011 (972 265-0110 (817)410-3330 (817) 410-3330 (817)355-7090(FAX) (972) 265-0196 (FAX) (617)410-30$1 (FAX)3 * BUILDING AREA 11,957 S.F. (14.9X OF THE SITE PLANNING AND ZONING COMMISSION (817) 410-305t (FAX) CONDITIONAL USE REQUEST CU01-55 IS A REQUEST TO ESTABLISH A RETAIL f ) AND PHARMACY WITH THE RETAIL SALE, STORAGE AND OFF—PREMISE CONSUMPTION OF IMPERVIOUS AREA PROPOSED 53.504 S.F. (66.7X OF THE SITE) SOUTHWESTERN BELL ALCOHOLIC BEVERAGES(BEER AND WINE ONLY),DRIVE—THROUGH SERVICE, AND ONE— CHAIRMAN 1600 EAST PIONEER PARKWAY, TWENTY FOOT POLE SIGN. (INCLUDING BUILDING) SUITE 300 " ALL THE REQUIREMNETS OF THE"HC" HIGHWAY COMMERCIAL DISTRICT SHALL BE MET. IMPERVIOUS AREA ALLOWED 68.250 S.F. (85.OX OF THE SITE) DATE: ARLINGTON, TEXAS 76010-6590 * ALL THE REQUIREMENTS OF SECTION 53, LANDSCAPING SHALL BE MET. r_oF_ (817) 794-5225 * ALL THE REQUIREMENTS OF SECTION 60,SIGNAGE REGULATIONS SHALL BE MET. OPEN SPACE PROVIDED 26,791 S.F. (33.3X OF THE SITE) (817) 794-1001 (FAX) APPROVAL DOES NOT AUTHORIZE ANY WORK FLOOR TO AREA RATIO 1 115 IN CONFLICT NMTH ANY CODES OR ORDINANCES. DEPARTMENT OF PLANNING SERVICES P G.ENEBAI, AND FROS ON CONTROL NOTES GRADING & DRAINAGE NOTES Carter a-QVrgess I,THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE 21,UPON COMPLETION OF ALL SITE WORK, CONSTRUCTION SITE 4.DOMESTIC WATER SERVICE SHALL BE TYPE K COPPER TUBING 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND CONTRACTOR SHALL INSPECT ALL CATCH BASINS AND CURB AND SHALL BE INSTALLED PER CITY OF GRAPEVINE STANDARDS, LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND conwuana M Pta 1n q,Engi-1.9,A,0ite tw. STRUCTURES S SHOWN ON THESE PLANS IS BASED ON INLETS ON-SITE AND REMOVE ALL SEDIMENT AND TRASH STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON M..q. ant,and Rtlnt.4 Suk.. RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE DEBRIS THAT HAS ACCUMULATED WITHIN EACH INLET SUMP, RECORDS OF VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS 5,DOMESTIC WATER SERVICE SHALL BE INSTALLED WITH POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THIS CARTER & BURGESS, INC. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR 22,ALL CONSTRUCTION SHALL MEET OR EXCEED THE STATE AND APPROPRIATELY SIZED GATE, BOX AND TEE FITTINGS, INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR 3001 MEACHAM BLVD. COMPLETE. THE LOCATION OD ALL UNDERGROUND UTILITIES LOCAL MUNICIPAL REQUIREMENTS AND SPECIFICATIONS, COMPLETE, THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE 6.ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE SUITE 200 CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE 23,WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL INSTALLATION AND TESTING REQUIREMENTS SHALL MEET OR CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, THE FORT WORTH,TX 76137 CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY DUPLICATES A DETAIL SHOWN IN THE PLANS, THE MORE EXCEED STATE AND LOCAL MUNICIPAL WATER AND SEWER CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY TEL (817) 222-8500 COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIG STRINGENT DETAIL, AS DETERMINED BY THE REVIEWING AGENCY, DEPARTMENT STANDARDS, COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIG FAX (817) 222-8550 TEST"AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK SHALL APPLY. SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK COPYRIGHT C2001 CARTER AND BURGESS TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE 7.PRESSURE AND LEAKAGE TEST, DISINFECTION, AND FLUSHING TO REQUEST EXACT FIELD LOCATION OF UTILITIES INTERFERING ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES DEMOLITION NOTE SHALL BE IN ACCORDANCE WITH LOCAL MUNICIPAL STANDARDS WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE E INTERFERING WITH THE PROPOSED CONSTRUCTION AND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE AND REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. CONSULTANT: APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING LOCATION AND OR ELEVATION OF EXISTING UTILITIES AND ALL COSTS IN CONNECTION WITH UTILITY TESTS, FLUSHING, AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE / INSPECTIONS AS REQUIRED BY THE STATE OR LOCAL MUNICIPAL RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON WATER AND SEWER DEPARTMENT. s CONTRACTOR 0 RELOCATE ALL EXISTING UTILITIES WHICH RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN PER THE APPROPRIATE REMEDIAL ACTION AGREED UPON BY THE CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS 8.WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL ENGINEER. PLAN. INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR DUPLICATES A DETAIL SHOWN IN THE PLANS, THE MORE 2. COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES STRINGENT DETAIL, AS DETERMINED BY THE REVIEWING AGENCY, 2.ALL STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE TOPOGRAPHY LINE, EXISTING UTILITY INFORMATION ANDHY TAKEN FROM RECORD INFORMATION AND A AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE SHALL APPLY. PIPE (RCP) UNLESS OTHERWISE NOTED, TOPOG CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE SURVEY BY MARSHALL LAN DATED JUNE 14, 2001. CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY s COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIG 3.ALL SERVICE CONNECTIONS (I.E.., ROOF AND CANOPY DRAINS) ) 3,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEST"AT LEAST 72 HOURS PRIOR IN ANY EXCAVATION WORK �E SHALL BE INSTALLED TO A POINT 5 FEET FROM THE BUILDING AND MAINTAINING ALL CONTROL POINTS AND BENCH MARKS TO REQUEST EXACT FIELD LOCATION OF UTILITIES INTERFERING 1.ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PIPE WALL UNLESS OTHERWISE NOTED OR DETAILED. NECESSARY FOR THE WORK. WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE (P,V.C.), S.D.R. 35 AND SHALL CONFORM WITH ASTM-D3034 4.REFER TO THE LANDSCAPE PLAN FOR SODDING AND SEEDING 4.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. UNLESS NOTED OTHERWISE. NOTES. BE CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL MUNICIPAL I7 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REGULATIONS. RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE 2.WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER PROPOSED IMPROVEMENTS SHOWN ON THE PLAN PER THE SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF .� 5. APPROPRIATE REMEDIAL ACTION AGREED UPON BY THE THE SEWER IS AT LEAST EIGHTEEN INCHES BELOW THE INVERT SEAL: PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK OR N AND SEDIMENTATION CONTROL MEASURES SHALL BE IN ENGINEER. OF THE WATER MAIN, IF THE ELEVATION OF THE SEWER PLACE EARTHWORK OPERATIONS, SHALL BE MAINTAINED DURING CANNOT BE VARIED TO MEET THIS REQUIREMENT, THE WATER ` 2.DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR t E O 1 CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE OFF-SITE CONSTRUCTED WITH MECHANICAL JOINT PIPE FOR A DISTANCE 1 WORK IS COMPLETE AND GROUND COVE I T R S ESTABLISHED. IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL OF TEN FEET ON EACH SIDE OF THE SEWER. ONE FULL ,:' ,•P MUNICIPAL REQUIREMENTS. LENGTH OF WATER MAIN SHALL BE CENTERED OVER THE SEWER i•Pi 6.WITH S I STAKED SHALL AL SURROUNDED L THEIR PERIMETERS ,„„•„•_,••,........ WITH STAKED HAY BALES LT CONTROL SILTATION FENCES TO SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER ET I{"j CNAEL AlTURK j PREVENT AND CONTROL SILTATION AND EROSION. 3.THE CONTRACTOR SHALL PROTECT AND/OR CAP OF ALL POSSIBLE. SANITARY SEWER SHALL BE ENCASED IN CONCRETE p••;•••••• •••-...... � EXISTING ON-SITE UTILITY SERVICES DESIGNATED ON THESE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING fP 73400 7.TOPS OF STOCKPILES SHALL BE COVERED IN DRAWINGS. SERVICES SHALL BE CAPPED OF WHERE SAME POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL T THAT STORM WATER DOES NOT INFILTRATE THE MATERIALS AND SUCH A MANNER LINE. POINTS ALONG THE PIPE. 111f'.CISTEP�-�'�•t4;5`� ENTER THE PERIMETER OF THE PROPERTY L PT 1 S G THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE. «« ��• d.WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL 3.ALL SEWER MAIN APPURTENANCES, MATERIALS, METHODS OF ie la7e� 8.ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION DUPLICATES A DETAIL SHOWN IN THE PLANS, THE MORE INSTALLATION, AND TESTING REQUIREMENTS SHALL MEET OR SHALL BE STABILIZED WITH MULCH OR SEEDED FOR STRINGENT DETAIL, AS DETERMINED BY THE REVIEWING AGENCY, EXCEED THE STATE OR LOCAL MUNICIPAL STANDARDS. TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO SHALL APPLY. EROSION SHALL BE LEFT DISTURBED AND UNSUITABLE FOR 4.WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY - DUPLICATES A DETAIL SHOWN IN THE PLANS, THE MORE OUT THAT PORTION OF THE CONSTRUCTION WORK, OR i WEEK UTILITY NOTES STRINGENT DETAIL, AS DETERMINED BY THE REVIEWING AGENCY, AFTER SOIL HAS BEEN DISTURBED, WHICHEVER IS LESS. 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE SHALL APPLY. cv LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND ,Qa S/ 9,EARTHWORK ACTIVITY RUNOFF THE SITE SHALL BE DONE IN A STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON I��� MANNER SUCH THAT RUNOFF IS DIRECTED TO TEMPORARY RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE I.PROPOSED GAS SERVICE LOCATION IS APPROXIMATE ONLY. THE n ��++•��• DRAINAGE SWALES AND SEDIMENTATION BASINS. POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THIS CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THATIm 10.THE LOCATION OF TEMPORARY DRAINAGE SWALES AND IL/J p O INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR GAS LINE INSTALLATION SHALL BE BY THE LOCAL GAS ��ff••''SEDIMENTATION TRAPS ARE APPROXIMATE ONLY AND SHALL BE COMPANY, THE CONTRACTOR SHALL GIVE THE GAS COMPANY COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. �pC NUMBER o RELOCATED AS REQUIRED AS CONSTRUCTION PROGRESSES. CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATION, BACK FILL, STORE NUMBER 3708 CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY AND COMPACTION OF THE GAS LINE IN ACCORDANCE WITH THE It.INLET PROTECTION SHALL BE PLACED AROUND CATCH BASINS COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "DIG SITE WORK SPECIFICATIONS. SW CORNER OF AND CURB INLETS AS REQUIRED DURING CONSTRUCTION. STATE HIGHWAY 26 SAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK PAT�$� AND TRAFFIC QONTROL NOTES 12.ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY TO REQUEST EXACT FIELD LOCATION OF UTILITIES INTERFERING AND INSPECTED, CLEANED AND REPAIRED OR REPLACED AS WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE 1.HANDICAP ACCESSIBLE PARKING SPACES SHALL CONFORM TO POOL ROAD NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. IN REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT GRAPEVINE, TEXAS ADDITION, INSPECTION SHALL TAKE PLACE AFTER EACH RAINFALL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO (A.D.A.) OF JANUARY, 1992 UNLESS OTHERWISE NOTED. EVENT. RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN PER THE 2.ACCESSIBLE PARKING SPACES DESIGNATED WITH A 'VAN" SHALL DEVELOPER 13.THE LOCATION OF HAY BALES AND/OR SILT FENCE FOR APPROPRIATE REMEDIAL ACTION AGREED UPON BY THE BE SIGNED AS "VAN ACCESSIBLE" PER A.D.A, 4.1,2.58. EROSION CONTROL PURPOSES SHALL BE INSTALLED IN ENGINEER. ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL 2,EXISTING UTILITY INFORMATION AND TOPOGRAPHY TAKEN FROM 3.ALL PARKING LOT CURBING SHALL BE CAST IN PLACE CONCRETE, UNLESS NOTED OR DETAILED OTHERWISE. THE GUSTINE COMPANY PLAN, HAY BALES AND/OR SILT FENCE SHALL BE RECORD INFORMATION AND A SURVEY BY MARSHALL LANCASTER PERIODICALLY INSPECTED AND REPLACED AS REQUIRED. BIRMINGHAM TOWERSDATED JUNE 14, 2001. 4.ALL LIMITS OF PAVEMENT SHALL BE CURBED UNLESS NOTED 2100 WHARTON STREET, SUITE 700 OR DETAILED OTHERWISE. PITTSBURGH, PENNSYLVANIA 15203 14,ALL PROPOSED SLOPES STEEPER THAN 3H:iV SHALL BE 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEL (412) 381-1122 STABILIZED WITH JUTE MESH AND PROTECTED FROM EROSION. AND MAINTAINING ALL CONTROL POINTS AND BENCH MARKS 5.ALL STANDARD PARKING SPACES SHALL BE 9 FEET IN WIDTH FAX (412) 381-1123 15.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES NECESSARY FOR THE WORK. BY 18 FEET IN LENGTH, WITH 24 FOOT AISLES UNLESS NOTED ADDITIONAL HAY BALES AND EXTRA SILTATION FENCING FOR OR DETAILED OTHERWISE. EXACT INSTALLATION TO MITIGATE ANY EMERGENCY CONDITION. 4. TO THE SMALL SCALE OF THE SITE WORK DRAWINGS, EXACT LOCATION OF UTILITY STUBS FOR BUILDING SHALL BE 6.ALL PAVEMENT STRIPING SHALL BE PAINTED WITH 2 COATS OF REVISIONS: 16.80RINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND INSTALLED TO A POINT 5 FEET FROM THE BUILDING WALL PAINT. SHOW CONDITIONS AT BORING POINTS ONLY, THEY DO NOT UNLESS OTHERWISE NOTED OR DETAILED. NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE S WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL 7.CONTRACTOR SHALL REFER TO ARCHITECTURAL/BUILDING PLANS ENCOUNTERED DURING CONSTRUCTION. DUPLICATES A DETAIL SHOWN IN THE PLANS, THE MORE FOR EXACT LOCATION AND DIMENSIONS OF EXIT PORCHES, . STRINGENT DETAIL AS DETERMINED BY THE REVIEWING AGENCY, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND , 17.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING EXACT UTILITY ENTRANCE LOCATIONS. FOR ANY PERMITS AND/ORINC SHALL APPLY, CONNECTION FEES REQUIRED TO 8.PARKING AND TRAFFIC CONTROL PLANS ARE SCHEMATIC AND CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO 6.REFER TO THE IRRIGATION PLAN FOR LOCATION AND SIZE OF FOR LOCATION OF MARKINGS ONLY. SPECIFIC DETAILS FOR LAYOUT COORD: D.D.P.DEMOLITION. IRRIGATION SLEEVES. INSTALLATION OF PAVEMENT MARKING ARE PROVIDED AS PART 18.THE LIMIT OF WORK LINE FOR THE AREA TO BE CLEARED AND WATER NOTES OF THIS PLAN SET, CASE NAME: CYS PNVWALY PLANNING MGR: T.M. GRUBBED SHALL BE THE SAME AS THE LIMIT OF WORK LINE I.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 3 CASE NUMBER: cwt-55 NECESSARY FOR GRADING PURPOSES (LE.., THE GRADING LIMITS FEET OF COVER AND A MAXIMUM OF 6 FEET OF COVER 9.FOR PARKING LOT PAVEMENT SECTION SEE DETAIL SHEET 11 LOCATION: 3701 IPA F WOWAVD" DRAWING BY: D.D.P. AROUND THE PERIMETER OF THE PROJECT AREA). EXCEPT AS NOTED OR DETAILED OTHERWISE. GREATER DEPTHS tOTI SLOCKI ARE PERMITTED WHERE REQUIRED TO AVOID CONFLICTS WITH 10.CONTRACTOR SHALL REFER TO ARCHITECTURAL/BUILDING PLANS CM ADDITION Of '"E DATE: 31 AUGUST 2001 19•THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM OTHER UTILITIES. FOR LOCATION OF HANDICAP AND EXPECTANT MOTHER SIGNS. THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL MAYOR SECRETARY JOB NUMBER: 290603 PREVENT TRACKING OR FLOWING OF SEDIMENT ON TO PUBLIC 2.GENERALLY, WATER MAIN FITTINGS IDENTIFIED ON THIS DRAWING DATE; RIGHT-OF-WAY. THIS MAY INCLUDE A GRAVEL CONSTRUCTION ARE SHOWN FOR INSTALLATION LOCATION PURPOSES. THE TITLE: ENTRANCE OR OTHER EROSION CONTROL MEASURES AS CONTRACTOR SHALL NOTE THAT NOT ALL FITTINGS ARE NOTED, DICTATED ON THE EROSION AND SEDIMENTATION CONTROL PLAN, SHOWN, OR INDICATED. PLANNING AND ZONING COMMISSION SITE AND ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACKED ONTO UTILITY NOTES PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3.A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN SANITARY SEWER MAINS AND WATER CHAIRMAN 20.THE LOCATION OF THE 100 YEAR FLOOD PLAN BOUNDARY AND MAINS. WHENEVER CONDITIONS PREVENT A LATERAL SHEET NUMBER: FLOOD PLAIN ELEVATION IS BASED ON FEMA FLOOD INSURANCE SEPARATION OF 10 FEET TO A WATER MAIN, THE WATER MAIN - DAX; RATE MAP(S) DATED, PANEL(S) COMMUNITY-PANEL NO. SHALL BE LAID IN A SEPARATE TRENCH AND THE ELEVATION OF A O �� THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES r-�- 01`1- BELOW THE INVERT OF THE WATER MAIN. G APPROVAL,DOES NOT AUTHORIZE ANY WORK IN CONFLICT N1TH ANY CODES OR COMMENTS: ORDINANCES, PRELIMINARY .. DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCTION 6'-4"GAP LEGEND CuM BCASE T^rte��e•�5 urgess 111 AB. 1 4'-IO' +.+..,mow. ",* e..,� � EXISTING PROPERTY LINE Cm%ultunt4 In Planning,Engineering,Architecture, -�-- .._,.�^„•.•, _ -�--- -----y- ) - Contraction Manage t,and Related Se ices ' STATE HIGHWAY 26 ,'_4" >� �, _ EXIST NG CURB ASPHALT / V'-0" -^--^-------^-- 'EXISTING EASEMENT OR SETBACK (VARIABLE WIDTH R.O.W.) I)I ASPHALT CAP EXISTING GAS LINE CARTER & BURGESS, INC. .063 BENT UP AL. 0eNag- 3001 MEACHAM BLVD, 1¢ _ RETAINERS/FILLER -- EXISTING WATER LINE SUITE 2D� 4'-1' RETAINERS PTD /39IA22 — 4-�"��r' — EXISTING SANITARY SEWER LINE --------\ tZ - _ F CAB. COLONIAL W ITE FORT WORTH,TX 76137 ___---- '- - i RECESSED AREA Z���ns3 ���� - I �.` _ .---/- 3' S' `a\T\S\�-\ EXISTING STORM DRAW LINE TEL ($17) 222 $5QQ \\\ ASPHALT i Q i •�- _"_� ---_______________ _=rr_- '_'"�_�__--_ "`--_J -- - `, 2'-itFE- 1/2" �ml[r EXISTING STORM DRAW INLET FAX (817) 222-8550 ---_-- -_ +�- 0 I 8'-i D` 4'RET.h CABINET PTO. �tvw EXISTING SANITARY SEWER MANHOLEGTE VA 71 QSIGN TRESS^❑ �____ ___-- 1 1 ! O.A.H, JUC45074 SEA WOLF GRAY �y. y E%ISTING GAS MANHOLE COPYRIGHT©2001 T— --- tz — _ _— _ -�� ____r—_--- \ ?\ ! r� !I 1-X o EXISTING WATER VALVE CONSULTANT: -rdmi..---"-' _ \ /! ! 4"%4`X i/4"T.S, Owl, CJ Sh Y^ - 1 t _ a'i� ! 727 Les F PROPOSED CURB AND GUTTER 7"8 " BASE 50 IM X AL M. TS PROPOSED CURB INLET ( E �) 10 UT/UrY EASEMENT _---,,----_.---- >�/ CONCRETE �-CAMBRIDCE PATTERN— -------o�--------^---- GATES POST1 GATE PO57 Y�Ifh1-"- 1- �_---- 1El PROPOSED HANDICAP PARKING SPACE ---- � 1GRADE Y -"'1r, ( ! \ NO PARK / PROPOSED WHEELSTOP GATEIPOST " 118 - - / +{ ' PROPOSED MONUMENT SIGN -- -{---+""" I / 1$ \ I r q! 1/I I I®I PROPOSED HANDICAP RAMP Il / ( ♦\\ ( T ' '� 1y l {lgN J 11 ! NOT TO SCALE .. .. L 17 �► 6 , \\�\\ 1$ /` /"'11 I 1 9'-9" A PROPOSED SIGN CALLOUT AND LOCATION ! ! 7 Lj - - �� ^ t,,f�-�-�g'_p •-�—��{,.I1 .063 ALUM, /� (SEE SIGN INDE%TH19 SHEET) 10 0 r y t\ I 1„ ' AT INSIDE EDGE OF 2" L;J PROPOSED PARKING COUNT i ! MUIbAL _ I o r / ! / W ! �`—7-44 —"{ RECESS (ENDS TO BE SEAL: ( ) / ACCr55 �Iy REMOVABLE EXISTING FIRE HYDRANT L I 1 ) EAs£rExT \ ) 7 etttwl 1. ) 2 ! 6'_q 3 TII )—— FOR SERVICE) .ram Y � GRAVEL � � i! t / � 2 _ E%ISTING. TER METER I 7 '- 1!d J 1 I �i 4 RETAINERS RECESSED PULL Box ' —�--------'j l ! ! " .i' sµ _ I 1 ,. j �ONCR£TE ® i• ...._ .. �.S+i 4' 4� `/ � „ 2„ I 'i' `:� •' •.: 1 ICNAE..ALTURK `/�_f C IBRICh I r INTERNALLY ILLUMINATE V TELEPHONE MARKER ................... V V a� / I j ! t`�,E GAS MARKER 1�•' f O;F.,,,,~A f t 1 Q 'd I fX. FH T W/CWHO FLUOR. LAMPS ti�4+•A G E,. �" �— 7 i / t T SNAP-IN SOCKETS ON 3 1t`SS/ISTER�G�>;� ! n A R M A C Y ° -r I a .85" EXTR. ALUM. A ONaL E 1 1_ J 1 i RACEWAY W LID 0 EXISTING POWER Pate 1 b) �° PROPOSED CONCRETE SURFACE(WALK OR PAD) z 11,957 S.F. I I 11 1t 1 ! 1 j O7328 WHITE FLAT PCB - I I N ! 1 '' ! i FACE SCHL 1ST SURFACE , FF = 576.60� 1 I 6 / / ►- ! ! ! 13,-7 „ 6_4 COPY: 3630-43 RED I ( !tl t 1 1 Ll COPY OUTLINE: 7725-12 LOT 1, BLOCK 1, i �, i BRICK 1 lV 510. 5'-6" BLACK / ! SH 26/POOL ROAD ADDITION, 1���pp it I ® I I CONCRETE CABINET A, SLIDE 4878, I ¢ 1 I '7 6�GN SPEED I !i I r (POOR CONDITION) 1 I� 10 PRTCJ I I it ,Ij1tl j Ih q j I I cvs/ . I 17 n�.y � t 1t 1 I � I I ql II! 1 11 I E ��CC�11U U U UC�..I�� I I,)III 1 E l PROPOSED PYLON SIGN ,I 13 1 ° 1 s i !' ;; a ! j NOT TO SCALE STORE NUMBS. 3708 j j g M t 1 1 /\ SW CORNER OF /f 1 1 I 11 i A 11 1 t 1 f HANDICAP PARKING SPACES.SEE DETAIL(S)ON SHEET 11. STATE HIGHWAY 26 I f I t 9 Np IGN TRAr 11 1 ' i /\�^[7��) AND I 1 i $ a^D Y i 1 i \.,/ BARRIER-FREE HANDICAP ACCESS RAMP PER DETAIL(S)ON SHEET 12. POOL ROAD T 1 1 BRICK Pu ousE ❑ 16 0� I t 1 p l Q a q el \/ GRAPEVINE, TEXAS t 1 1 Ol>ER WELL �♦ ttuli H I I I w p 11 i O BARRIER-FREE 3D'RISE HANDICAP ACCESS RAMP PER DETAIL(S)ON SHEET 12.HANDRAIL TO BE - ' 1 ( 1 1 11 1 61 I INSTALLED ON BOTH SIDES OF RAMP PER ABA REQUIREMENTS REFER TO SHEET 6 FOR GRADES, ( c 1 1 DEVELOPER: / 1 t 12 ( ( p I I1 O vl 1 'I I i O PAVEMENT MARKINGS AND STRIPING PER DETAIL(S)ON SHEET Ii.(TYPICAL) S 63'S3'22'W 188.53' I P I j d i d l 1 I I 2 I I 1 III BRICK Vs N (5 1 PROPOSED TRASH DUMPSTER.REFER TO ARCHITECTURAL PLANS FOR SCREENING MATERIALS AND ��✓ DIMENSIONS. THE GUSTINE COMPANY I IoyiTti Po LOT 2, BLOCK f, O \ 1 1 7 I iI m j yj �I 1 fi 1 CONCRETE WHEELSTOP PER DETAIL(S)ON SHEET It,(TYPICAL) BIRMINGHAM TOWERS SH 267P�k_[�AD ADD/T70N, f It5 (I 1 O c� i lq 1 / 2100 WHARTON STREET, SUITE 700 / CABINET A, sLs7i E�'�t78, I 11 N 111 1 I w 1 /^'� PITTSBURGH, PENNSYLVANIA 15203 I PRTC7' 2' �I i t O w it II 11 I (J 1 E%ISTING 4'CONCRETE SIDEWALK t0 8E RELOCATED ALONG PROPOSED DECELERATION/RIGHT "'�- t` In, 1 a A III M 1 I /.'!fir TURN LANE, TEL 412) 381-1 122 t $/ o� L I ;i 11 j L7- O p 10 If-I U 1I ' (a 1 PROPOSED 12'DECELERATION/RIGHT TURN LANE. FAX �412} 381-1 123 K O 1 (�1 ,\\ 8 PROPOSED TRASH COMPACTOR.REFER TO ARCHITECTURAL PLANS FOR SCREENING MATERIALS AND DIMENSIONS. REVISIONS: ONOLT/ON) 11✓r' �. �" y P \ h Ia s>2 IIG 1Q PROPOSED DOUBLE DRIVE-THRU/PRESCRIPTION PICK-UP WINDOW.REFER TO ARCHITECTURAL i 10/01{q1 CITY COMMENTS „ \ JI 1 1 M �\ P i BRICK PUNS FOR DETAILS AND EXACT DIMENSIONS, I({, AIUTLUL 1 ACCESS \ \ r_11�1 19�� y 11 EXISTING 10'STORM INLET TO BE RELOCATED ALONG CURB OF PROPOSED DECELERATION/RIGHT ! EASEMENT \ �, 1 11 TURN LANE. t5 j ;� 12 PROPOSED 10'CURB INLET.(2 PLACES) O' 30 60' 462 - )111 CO Ch{t TE `I� 13 MUTUAL ACCESS DRIVEWAY FOR FUTURE DEVELOPMENT BY OTHERS. LAYOUT COORD: D.D.P. SCALE: i". 30' I/ ' �� I \•'` 2 1 y �• 1¢ PROPOSED CURB CUT FOR MUTUAL ACCESS TO THIS SITE AND FUTURE SITE(S)BY OTHERS. CASE NAME; CV3 PlWNMX PLANNING MGR: T.M. CASE NUMBER: Col-55 TE v 11 4 11 1 Fj EXISTING CURB CUT TO BE WIDENED FOR USE BY THIS SITE AND BY FUTURE SITE(S)BY OTHERS. LOCATION: 3701�1 E WOOD1 AVENUE DRAWING BY: D.D.P, ORAV i Lv4 ADDITION OF GRMEVI i ( 1 111 M„ 1"��'a�7R.1FFlC pp1 16 12'%70'LOADING ZONE WITH 14'BYPASS DRIVE LANE. - DATE.: 31 AUGUST 2001 MAYOR SECRETARY JOB NUMBER: 290603 I — ) T 10 i 1 y 17 24'WIDE FlRELANE(ALL INSIDE RADII OF LANE ARE 35') ,___ _ BRICK 11 1 it DATE: + AI TITLE: T"7 / 111K1 M $ M1 1$ FUTURE DRIVEWAY BY OTHERS. L I i b • M1, PLANNING AND ZONING COMMISSION SITE PLAN 19 21'DEEP BRICK PAVING ENTRY.BRICK SHALL MATCH EXISTING MATERIAL AND COLOR USED BY OTHERS ALONG POOL ROAD. CHAIRMAN CURVE TABLE SITE SIGNAGE INDEX NOTE: SHEET NUMBER: QJ (1)ENTER with DirwctlmW Maw 3.00 SO.FT. DATE; Q " CURVE LENGTH RADIUS DELTA CHORD LENGTH33CHORD BEARING 1.REFER TO SHEET 5 FOR SITE DIMENSIONS 4.THE 100 YEAR FILED LAIN SHOWN , THESE 78,DATE 15 TAKEN FROM THE PLAT FOR 3 of 19 Cl 242.39 3034.39 434'3N 242.33 N63'20'45"E O(1)EXIT with Directional Arrow 3.00 S0.FL THIS PROPERTY FILED IN CABINET A,SLIDE 4878,DATED 1-12-99.IT IS THE SrtEE"R.,_Q" C2 13.OB 112.50 8'39'43' 13,07 N14'25'S3'W OL (3)DRIVE-THRU with Olmil-al Arrow 3.00 SO.FT., 2.ALL PAVING IS CONCRETE,SECTION DETAIL-SHEET H, UNDERSTANDING OF CARTER AND BURGESS THAT THE FLOODPLAIN MODIFICATION PROCESS HAS BEGUN WHICH WILL REMOVE THE 100 YEAR FLOODPLAW FROM THE SITE, APPROVAL DOES NOT AUTHORIZE ANY WORK C3 3L02 157,50 11'30'i2" 31,57 Ste'52'08"E UM (I)00 NOT ENTER/Thank You 01r 11-1 2.25 SQ.FT, 3,CONTRACTOR SHALL SUBMIT A JOINTING PLAN FOR NEW CONCRETE O CONFECT WITH ANY CODES OR C4 f71.29 80.4.40 IP3T i" -170.99 _ S28'25'54"E G (1)CVS/pharmacy(Py1an)70.00 SQ.FT. 20'DAN CONSTRUCTION TO CARTER&BURGESS,PRIOR TO CONSTRUCTION, 5.THIS SITE PLAN APPLICATION IS BEING MADE IN CONJUNCTION WITH A CONDITIONAL ORDINANCES.ANY COMMENTS: nQ (1)CVS/pharmacy(Monument)6D.00 SQ.FT. FOR APPROVAL. USE PERMIT REQUEST FOR THE SALE.STORAGE,AND OFF-PREMISE CONSUMPTION OF PRELIMINAR' ALCOHOLIC BEVERAGES(BEER AND WANE ONLY). THE ENTIRE SITE IS THE PREMISE. DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCTIC'I LEGEND _ _ arter n Burgess ASPrt�tr STATE HIGHWAY 26 , _�_� _Lvm"XE wom P.O.) / Air -- � „ PROPERTY LINE EXISTING PROPER Conaultante in Plonninq,En i gn°ering,Architecture, O M, .-.___,�\ / _- _Za+' JI rl ," _ _ _ EXISTING CURBC—trued.M°n 9—t,ona Rel°teo S.101- ---- -?, � -------------- EXISTING EASEMENT OR SETBACK ------ a+-�.^^'.'.....' , -- fit( _fix.°'Gs — owwtKa o__ ___^. al-----------------�___J/__ 'w __SZ,.-„�. _�._�¢_=��===�__.�`__—.-�—� {f ExIsnNG GAs uNE CARTER & BURGESS, INC. -_-- -__=moo --- ` 1/ - - �1— -- — — EXISTING WATER LINE 3001 MEACHAM BLVD. &ncw r, EXISTING SANITARY SEWER LINE SUITE 200--------------� v.uemrr ti r. rEXISTING STORM DRAIN UNEFORT WORTH,TX 76137 J' ym�———.—— 1 / ®rxtci EXISTING STORM DRAIN INLET TEL (817) 222-8500 mEXISTING SANITARY SEWER MANHOLE FAX 817 222-8550 ° !y 1 1/1 OO sda EXISTING GAS MANHOLE COPYRIGHT 02001 CARTER ANO BURGESS— --- — Owv EXISTING WATER VALVE------- + f / i P .- 1 ! itI PROPOSED CURB AND GUTTER CONSULTANT: ----------- q !�!� /1 IrJettxx r / __ , ! 4! PROPOSED CURB INLET � ( ' ' r 9 - I/ !! � ( ! GOACRrrE ��� PROPOSED HANDICAP PARKING SPACE /+tjG C Y"/ I.. t I I� f PROPOSED WHEELSTOP PHARMACY ((("y y i v� \ \ 1 ! t I 11,951 S.F. I Q �' — 1 PROPOSED HANDICAP RAMP 576.60' t( ° !1 9 I I I 4��({/ aivo 1 1 °R- )I • b w.. 0— PROPOSED SIGN C HIS SH AND LOCATION f covcxrr t ! G°.wrrA stir- ,/ (SEE SIGN INDEX THIS SHEET) mr I { i ; i ,{ O7 PROPOSED PARKING COUNT + EXISTING FIRE HYDRANT SEAL: _-1 \ \ r„r.stuein Pea 1 1 I •� +1 1 t EXISTING WATER METER �,�PS •."\ i yt 0 y ; t I ! Q Y tt...,,, t' ; ; ® PULL BOX TELEPHONE MARKER 7 t.I ,\ \ rryEuexr Prx G&Mi A \ \ L !/ ) !! �.a^7.»•.w r ^^'"�� { 1 1 A avw'x I t ! •ICHAEL ALt nj \ axr,°>a PRmr l nci: I G P 6w r> GAS MARKER •.••••••'%3400••••••• � i 1�0'•A p'toWi \ \ crnrarm \\\\ \\I r rosx s for 2 et . rrr IT 1 i/a E E j.•c"' EXISTING POWER POLE 4 S.,"'^••'•N J O 44`tONAL E.. L a_o I' �\�\� \� ��•,^' tea`.-�-' 1 �/ I lam' o4t � o �x� If 1 � PROPOSED CONCRETE SURFACE(WALK OR PAD) \ 1 IL-./1 (Ae c ) i 1 4 T LL camrr 4 stxr , 1 � , crxrkEiE ,era PRmr \ y - „"u n'tw.awc°rwsEucur rcx 1 \ t cvs/ ccArRrm: ' �•; <, STOf E NUMBERS 3708 SW CORNER OF STATE HIGHWAY 26 AND \ 1 1 t POOL ROAD GRAPEVINE,TEXAS uW s A \ \ PER OrNEPR2T ttlE Mld`LOT J \\1 DEVELOPER: ` _` 2 `_ "-- _", i FUTLRE- tor,.eta'x t. \ \\ a THE GUSTINE COMPANY \ \ PFotEINT J BIRMINGHAM TOWERS \ \ _ 2100 WHARTON STREET, SUITE 700 \ PITTSBURGH, PENNSYLVANIA 15203 TEL (412) 381-1122 FAX (412) 381-1123 \ \ \\ REVISIONS: 1 � 0' 50' 100, lug LAYOUT COORD: D.D.P. SCALE: 1" >- 50' CASE NAME: PLANNING MGR: T.M. CVS Pt1MMWY \ \ i CASE NUMBER! CUot- ---.--.__._.-------------- 65 BLOCK 1 LOCATION: STQtLOTI IRA E.WOOOi AVEMIE DRAWING BY: O.D.P. ODRX)N OF CRAPCYhrE DATE: 31 AUGUST 2001 \ i — ____—_ ___ � --- MAYOR SECRETARY GVS A ^� -\ _____ NOTE! JOB NUMBER: 290603 - I.REFER TO SHEET 5 FOR SITE DIMENSIONS. OATS,— �" TITLE: 2.ALL PAYING IS CONCRETE,SECTION DETAIL-SHEET 11, PLANNING AND ZONING COMMISSION FUTURE 3.CONTRACTOR SHALL SUBMIT A JOINTING PLAN FOR NEW CONCRETE DEVELOPMENT CONSTRUCTION TO CARTER&BURGESS,PRIOR TO CONSTRUCTION, CURVE TABLE SITE SIGNAGE INDEX FOR APPROVAL. CHAIRMAN 4.THE 100 YEAR PULED IN N SHOWN ON THESE DRAWINGS IS TAKEN FROM THE PLAT FOR SHEET NUMBER: CURVE LENGTH RADIUS DELTA CHARD LENGTH D B CHOREARING Q(1)ENTER with Dkectiond Arrow 3.00 SQ.FT. THIS PROPERTY FILED IN CABINET A,SLIDE 4676,DATED 3-/2-99.IT IS THE DATE' Cl 242.39 3034.39 4.34'37'1 242.33 1 N63.2O'45'E UNDERSTANDING OF CARTER AND BURGESS THAT THE FLOOOPLAIN MODIFICATION y1 -7,��.,_ 3w'� of 19 �O)EXIT with D1,601 n 1 Arrow 3.00 SO.FT. CZ 31.62 157.50 6''30'12 31.57 NI4'26'S3'W PROCESS HAS BEGUN WHICH WILL REMOVE THE 100 YEAR fL00DPLAIN FROM THE SITE. C3 3I.62 157.50 11'30'12' 31.57 Si6'S2'06'E ©(3)DRIVE-THRU with DFectiontl Mow 3.00 S0,FT. C4 171.29 844,44 it'3T21' 170.99 S2B'25'S4'E QM (I)DO NOT ENTER/Th-k You Diecli—I 2,25 SQ.FT, 5.THIS SITE PLAN APPLICATION IS BEING MADE IN CONJUNCTION WITH A CONDITIONAL APPROVAL DOES NOT AUTHORIZE ANY WORK �(2)CVS/phormocy(Pylon)70.00 SO,FT. 20'OAH USE PERMIT REOUEST FOR THE SALE,STORAGE,AND OFF-PREMISE CONSUMPTION OF IN CONFUCT WITH ANY CODES OR ALCOHIXJC BEVERAGES(BEER AND WINE ONLY).THE ENTIRE SITE IS THE PREMISE. ORDINANCES COMMENTS: PRELIMINARY _ DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCTION ............ ........ a4l; LEGEND _574 ............................................ .................................. .................. CarternBurgess EX�STING PROPERTY LINE Consultar15 In Planning,Engineering,Architecture, — — — — EXISTING CURB Can.".U.M...g-ent,and R.I.teal S-1... ..........................­.' -------------- EX STING EASEMENT OR SETBACK ...... .....................574*............... ASPMtr STATE HIGHWAY 265 • • _f�-CSAiL_ — — EXISTING GAS LINE CARTER & BURGESS, INC. ASPHALT EXISTING WATER LINE(VARIABLE WIDTH R.0:k) 3001 MEACHAM BLVD, 5 EXISTING SANITARY SEWER LINE SUITE 200 • ------ EXISTING STORM DRAIN IJNE FORT WORTH,TX 76137 ..........573........ j------1, OH EXISTING STORM DRAIN INLET TEL (817) 222-8500 EXISTING SANITARY SEWER MANHOLE FAX (817) 222-8550 ASPHALT ....................... ----------- COPYRIGHT 02001 CARTER AND BURGESS _-------- 7 EXISTING GAS MANHOLE 516 • 0 # 0- EXISTING WATER VALVE '; -". "'&V-VAML.......................... '. , T. .... .... ... ....... 571 ---—-- 574, CONSULTANT: + �v- EXISTING FIRE HYDRANT P70 568. -'fiW- • EXISTING WATER METER I CONCRETE --------- ---- PULL BOX 'CATf W1 lip 7 1 Lq TELEPHONE MARKER & I It NO PARK 569 GAS MARKER "1 1 .1,7 wuow $1 �147 v t_y11: EXISTING POWER POLES 1.159" j 176 17, 1757 • 17 • 1 L b SEAL: ACC SS r 17 4 I GRAVEL 894 3 to EXISTIN.—R.EA.ELECTRICAL SERVICr LINE TO BE 11...VED-CONTRACI-TO COORDINATE 1 kONCRETE CONCR WITH TXU ELECTRIC REGARDING THE ADDITION AND/OR REPOSITIONING OF G Y WIRES TO U 1892 PROPERLY ANCHOR REMAINING POLE BEFORE COMMENCING DEMOLITION AND CONSTRUCTION. L L It V ............ TURK IEMSTIN...P.—I—T.BE REMOVED. %4 ...................... .4-'.'h �L .1 E.Y. fH �XISTIN.TXU POWER POLE T.IIE.Al..C..TRACTOR TO COORDINATE NTH TXU ELECTRIC Q it t REGARDING THE ADDITION AND/OR REPOSITIONING OF GUY WIRES TO PROPERLY ANCHOR nN ........575" r REMAINING POLE BEFORE COMMENCING DEMOLITION AND CONSTRUCTION. Ou 8 DEM SH AND REMOVE*1,800 S.F.OF EXISTING GRAVEL DRIVE AND ASSOCIATED CONCRETE z AIR-. 9 Y SAWCUT AND REMOVE:L270 S.F.OF EXISTING ASPHALT PAVEMENT. 12 LOT 1, BLOCK*7. BRICK SAWCUT AND REMOVE±310 L.F.OF EXISTING CONCRETE CURB AND PAVEMENT. �SH 261POOL RCAO ADDITION, IV /mo • IEMOUSH All.REMOVE±1.700 S.F.EXISTING SIDEWALK. I CONCRETE SLIDE 4878.......................CAI PNTcr cvs/ TION) I(POOR CONVI 11 MOVE EXISTING STORM'.LET. TO BE RELOCATED ALONG CURB LINE OF PROPOSED DECE 1880 LERATION/RIGHT TURN LANE. ........ EMOtJSl1 AND REMOVE EXIST AREA INLET A..ASSOCIATED.16'R11.PRESERVE AN.PROTECT phammy 1879 ...........•................VIq DOWNSTREAM MANHOLE FOR STORM SYSTEM TIE-IN, )11939 t 10 DEMOLISH AND REMOVE*320 LF EXISTING FENCE 1690 STOFE NUMBER 3708 EXISTING TREE TO BE REMOVED FOR PAVEMENT AND/OR UTILITY WORK.(SEE TREE UST BELOW) SW CORNER OF .............. .................. 51,-N TRAP REMOVE AND RELOCATE EXISTING SPEED UMIT SIGN TO PROPOSED DECELERATION RIGHTTURN STATE HIGHWAY 26 1875 685 I' @ LANE BACK OF CURB. AND POOL ROAD BRICK PUY 0 WEAL L_j OVER GRAPEVINE, TEXAS 1604 ::I TREE NUMBER SIZE TYPE 1677 14" POST OAK DEVELOPER: 1686 1680 8' HACKBERRY h BRICK I 11 �_11 tR) 664 12* ELM 63*53'20'W 18$,53' p v )168 2 %.. j I (R 5 24* PECAN K THE GUSTINE COMPANY 1 9 a) BIRMINGHAM TOWERS LO�..� RL IXK 1 1686 12' ELM 2100 WHARTON STREET, SUITE 700 0 AOI�IrIONJ 0 1690 CEDER PITTSBURGH, PENNSYLVANIA 15203 CABINET A 54 �t 1692 to* ELM 0 6 PR 3 10" HACKBERRY TEL (412) 381-1122 6,, t 11,731. :2' DOUBLE ELM FAX (412) 381-1123 CL 3 (R :735 12' ELM ' ...... 0 R) 745 ELM 6. ELM REVISIONS: (R)1747 ,'RETE t wl (R)1749 1. ELM i ONVITION) (R)1750 ELM 1862 All ...... BRICK;' (R)175t ELM MUTUAL It I CONCRETE (R)1754 10* ELM fASFMENT A (R)1755 10" ELM 1675 (R)1756 to* ELM 0' 30' 60' (R)1757 10" ELM 1671 (R)1759 6- ELM SCALE: 1" 30' D.D.P. 1111*TE LAYOUT COORD:1760 ELM 1858 561 1 1764 10' ELM (R)1853 to* ELM PLANNING MGR: T.M. CASE NAMEt CIS PK-JtMACY f .' .; , * ".. 1, 1 856 12" ELM LOCATION: 3701 IPA DRAWING BY: 1. CASE NUMBER; Cli-65 WOOD AVD" 1862 POST OAK I CONCRETE i I D.D.P. 1. LOT$ESLOCKi 1866 HAW Cvs ADOMDN OF QRAKYI�C 1867 to' ELM DATE: 31 AUGUST 868 8 HACKBERRY 6 HACKBERRY MAYOR SECRETARY 2_. 4 V1ragF/yy JOB NUMBER: 290603 6: HA IT, 1 1870 1. ELM ELM DATE; TITLE: r. 173A 1875 HACKBERRY 4, 1879 a. HACKBERRY �j V-1111, DEMOLITION PLAN t CON6RETE:SLAB it 1880 6. ELM PLANNING AND ZONING COMMISSION 1892 HACKBERRY t 1894 ELM CHAIRMAN CELLAR t. It, 11 ............ Ilvit 1895 20' HACKBERRY SHEET NUMBER: %1-' 12" ELM DATE; 1901 1902 20' ELM 4 of 19 ...... 581' A, 0 . ............... % It It 1904 6 HACKHERRY 11 1 918 24. ELM APPROVAL DOES NOT AUTHORIZE ANY WORK it 1 1939 6. COTTONWOOD IN CONFLICT"TH ANY CODES OR t0 II A9y It (R)DESIGNATES A TREE WHICH WILL BE REMOVED NTH THIS CONSTRUCTION PROJECT DiNANCES. COMMENTS: OR PRELIMINARI DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCTIC'� LEGEND Carter .-Burgess ______.__----- -- �� �••+ �..� EXISTING PROPERTY LINE O Consultants in Planning,Engineering,Architecture, ��----'--��`- EXISTING CURB ConeWcllm Mcnagament,and Reteted SeMces ASPHALT STATE HIGHWAY 26 '----"--`- EXISTING EASEMENT OR SETBACK ASPHALT —' _fix s—�S — EXISTING CAS LINE CARTER & BURGESS, INC. (VARIABLE WIDTH R,O.W.) — — rr.d lt8_ — — EXISTING WATER LINE_ 3001 MEACHAM BLVD, 38.0' 28.3' —2 OL AMrMRY — _ EXISTING SANITARY SEWER LINE SUITE 200 QHEF==_-_„/¢- 'i\S�i1 SSSS Tt'c.tT�S11SlS'11S'C EXISTING STORM DRAIN LINE FORT WORTH,TX 76137 -r^�\ - c-• '+c"r-0 +_ H ��mtcf EXISTING STORM DRAIN INLET TEL (817) 222-8500 \\ ASPHALT i'� •1 �_�_ ONE"-"" — EXISTING SANITARY SEWER MANHOLE FAX (817) 222-8550 O N __ \\ /� p E ,389,735.17 ---'----- E--� r l /!+ ! ohs EXISTING CAS MANHOLE COPYRIGHT 020ot CARTER AND BURGESS E VAU Q SIGN NO rRf ❑ _ _ --0(-lE=__,----- \\0\ T M tI ! SIG OH£ t OH !! /� 0- EXISTING WATER VALVE E 2aes,97244 CONSULTANT: �""'''' ( PROPOSED CURB AND GUTTER -•- C� .� se? A 1 7,4)�,412.31Ir PROPOSED CURB INLET N --_ _ro'unurr£ASEMENr---_- -'b{ CONCRETE r,/! ll 3/J N 0 1 GATEIPOST ) S'4• N N eve Fel/ r/ ! /1/�t�l/ PROPOSED HANDICAP RAMP l \ GATE POST ! 4 -._ _- t'i' -.- ` "9- I y 1 1 f I -----------25_Bu/LD/Nc ANO LANUSS'A�E�SETR9CK- •.------ lY -.� d \ I 1. 6 AO' �i �I \ 1 / -, -+ I hO I I10 PARK dX 1 01 EXISTING FIRE HYDRANT \ I GATE/POST // I ( Ih �'11 $ d I 1 d f v I I —fi— II p EXISTING WATER METER .09 67.6/`�4.�. O / t.o0� 0�� t PULL eox �l Il { l! r �`- ._ _ 77,3• to ® 11 I! ! I R3.0' b JO• O I ,.III i ! TELEPHONE MARKER IN it ► 111 � 1 � ",'1 = jl 4 11\N! v GAS MARKER ! I YNur)TAc 6.3, toe.9' n 10 Z -ryll A I SEAL: / 1 £ACC455 R�0 /•'+' 10 O d i I 7'-"'� 0 EXISTING POWER POLES / I Y�/ 50 '• - I III d / QRAVEL / - 'q - 14 R •P 1`V 1P ! I I / it 1+.�_J PROPOSED CONCRETE SURFACE(WALK OR PAD) / 1 1 RI.O• 4 r, III T 1 1 + 6 �! ------__.T E 2,389,632�t t3f' ( E 2,390,0 ONCRETE 1+ / CONCR f t1 2r• C 8.00'o./ / 1 1 BRI Il t !! ALTURK•� C1S s/ 0 f E 2.390,0 58) + � t At- •23100.....•?n 1 •d y? l/ EX FH - I 71 i iT ♦ tt9d'•.A 9.:wi I-, 1 1 1 li ! ! 6 FG/ST£RE.•�A�i IF•. PHARMACY -� I I I V toi t8.5• 24,0• 18.5' + 1 2 .m ++ i 11,957 S.F. I+ + d FF = 576,60' 1 t 0 E 2,59 5 I 1 1 I / 3.04 2.90' / �.a, I BRICK I 5/ON RIkE NOTE: + ) I �,'o 1498 + Q SkN SP££O q 1 1 /t i CONCRETE 1.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 1 1 (POOR CONDITION) I I I k i 2.ALL DIMENSIONS ARE TO BACK CURB EXCEPT: cvs/ 7 (t 11 i t.SIGN LOCATIONS ARE TO CENTER OF SIGN. E 213 ,049 { i� � I 2.DIMENSIONS LABELLED'F.O.C."(FACE OF CURB) off IIJiJ LI I.1(O I u U U l�..Ti t\�'f il 14.99' 'PJp. I 8 +{ I II STORE 17VmLA R 3708 It RI I jl I b n 14 25.6 it a I i ' SW CORNER OF t ,\o• 2.09' I tl I I II STATE HIGHWAY 26 1 /� ? a 14.99 7 tGN rRIF i <: p o BRICK MP l OUS£ T Qy' Pao ro It k I 1 II AND I 0VER w LL t3.b' t /1s3 0. u Q u ei i it GRAPEVINE,ROAD m 9 m 4 0 O6 II N , � ;; DEVELOPER: p�I BRICK 1 1 I / E 2,389,861.05 yh' \ 2 1 11 �T C/Sl N+TRAP LT zo/yc y� \ al f z 1 ip dl y t 1 THE GUSTINE COMPANY 1 ZON/NC \ Ig -•-) m It III q I¢1 1 BIRMINGHAM TOWERS E$,390.030.34 °' gas It Q q 1 I111 11 wI , 1 2100 WHARTON STREET, SUITE 70C 1 w t I 1 PITTSBURGH, PENNSYLVANIA 15203 14A9'TI� a. 1jIi1 ��I I d FAX TEL (412) 381-1122 ) 381-1123 h'"„ 4* 0 I� 3 YI III I 1 I V II 1 IuI )\ I 1 :BETE iI `tea°I t3'a :` oys• i i\\i 1 REVISIONS: OND/TION) 1 iR 4 10/Ot/Ot CITY COMMENTS MUTUAL `t Al 5.01`-� i' I BRICK ACCESS 5' R1.9 { CONCRETE 12qp + E45EUENr I N 0•i \ \$g W / w N 7 +1 4�s1 I 239013t.22 ��T CONC E SCALE: 1" 30' LAYOUT COORD: D.DJ r PLANNING MGR: TA CASE NAME: Cv5 MwtMM,Y o 1 QqI / "popI `t CASE NUMBER: CWI-65 GRAVEL CONCRETE 1\ It LOCATION; 3701�pU &WOOD AAVENUE DRAWING BY: D•D•[ CKI N Q 1 1 CVS ADDITION OF GRAPEVINE E DATE: 31 AUGUST 20( 1 11 __-�N 6.bOk TRAFFIC ',1 11 MAYOR SECRETARY JOB NUMBER: 29060/ �/ tl iI IT BRICK h �.1 NT 1 DATE: TITLE: PLANNING AND ZONING COMMISSION DIMENSION PLAN CHAIRMAN SHEET NUMBER: DAllit wel., 5Of18 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY COPES OR COMMENTS: ORDINANCES. PRELIMW DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUC' of . 5r' S1 y1a :' ;;' 00 / LEGEND•••"' -�-- TY E year �E ■.�E �e _r- _—•--""."'- �+•....w�r ...,. .� EXISTNG PROPER LINE MY �6 " 1I11 g>��7 -•-----..._,_-____ •••-57d ......-•••.....................•• -f-- -- r onaultanta in Plunning,Engineering.Architact • ;' h ? :'•,•• � � EXISTING CURB meWctlon Manogement,nna RNoteO SmHce ..................................... ........ .574...... _---.------.---- SETBACK STATE HIGHWAY 26 G • EXISTING EASEMENT OR r "' ASPHALT ASPHALT EXISTING GAS LINE CARTER & BURGESS, INC, (VARIABLE WIDTH R.O:W.) _ _ _rx.e•w�lr,�- ._,., _. EXISTING WATER LINE 3001 '••3, •t• t A: caa ;n a-` / EX.a�ymwr EXISTING SANITARY SEWER LINE SUITE 200 MEACHAM BLVD. .-....,,,.,..,...\..,... 1 'T'..• 3 V b _ -� _=�•i---�(•', S\i\1'taSS VZ�S�S`'R�y1gSS•C EXISTING STORM DRAIN LINE FORT WORTH,TX 76137 '•.� ASPHALT �� - \...... ' ® rr - \ 572•'�I --'r-- - _ O EXISTING SANITARY R MANHOLE ,i o j ON •600 EXISTING CONTOUR LINE TEL (817 222 8500 74 _-___-__•.-.-.`-->=='--- ig - -' � N9/ M DRAIN INLET FAX (8 7) 222 8550 T ...E_`1 - .. ••.., RE T7••`_ � //. n EXISTING STORM ONf. t 511OH. aAE — — -- '•" -OH ,,,r_-�- _-- { c Ot�•�. EXISTING GAS MANHOLEE ....T 4 on EXISTING WATER VALVE ON 1? `•. '; `'. w S +--- T _'� ^sue¢...... sus, M t i CONSULTANT: COPYRIGHT Q2001 CARTER AND DURCESS S/G �' '..... .•••••.•.,V N\ ( PROPOSED CURB C S - •••' ,'' '` �'; .'+� I GATE.POST;' � - •�•�k+� - -'- ----- ---- - ---� ONCRET C PROPOSED CURB INLET —+ ''GA PR`i ^ ( _ '` _ .� ._.,ttl --------'rL_-- tL _- --- - h 3+)[ I �J•,, a�,11 76 PROPOSED HANDICAP RAMP o i• !/ I 1' " 69;•'I'�., t S 7 7. TN NO PARK PROPOSED CONCRETE SURFACE(WALX OR } i_.�('•,.CaiElPosT i t r 'S I H .Li °I ffFF B I PAD) a —!——— ••"', -•.. rIW 2 p ''a �'''• PROPOSED CONTOUR LINE ----- — •••• r� I�• I i I - -------- PROPOSED GRADE BREAKUNE \� SPOT ELEVATION `) F 7 A' p'•i 1 IC- TOP OF CURB i rp• I I �yC,� :;"'•1 2 i i I y �1 I p FC 600.50 FG-FINISHED GRADE r0 I I •". / e A ➢I !'••.,, ( EP-EDGE OF PAVEMENT ( � �MU1�AL •'''•I �� �wom EC-EXISTING GRADE J I / h k ;•I t i i 1 Acc ss ' SEAL: J CRAvEL / 1. •.I Ifs .57 / :1.. 7 ----�--7i:' :�• 1 7 �ONCRETE :l CONCR '*! '• 1 � l�i r �' ' _A i is i j I //� (�\1.......... V'Sl'.. 1 piEi a........t'i t .....• I ii 1�•., i r T 7 r ;• I F 7• 1 � 1! j !BRIG � "!�.........��TUNK f { � htFs€�Js7enE°•;:�'�- r: P'HA R M A�Q y, .. 1 33 ,��7 S.F. � to/�YQ► h 7 FF'= 576.6051y....,,•.. •• LOT t 8 RI i LO�'K 1, 1 C I I �J IIgN E I $H 26/POOL ROrAO ADDITION, •• 1 B K•., ..,j.......7... 4 q A—SP££Q I CONCRETE CABINCT.A'SLIDE 487B,,;-'•"`•• 1 N •'"'':'� (POOR CONDITION) PRTCT 11 I' �• h� S�: '1 �yI r s• � �t N � �i I `F cv STORM INLET"A-I".SEE SHEET 7 FOR DRAINAGE SYSTEM. 57 p I p pG�����ac� + I :• I g1 ... 7 . ........ STORM INLET"A-2".SEE SHEET 7 FOR DRAINAGE SYSTEM. :.. 1 I 2 f �� 7 I 1:'. II YE .•''•pl j Ii /�1ppC� ��p�p, Q'7 ' ( i. ^y I i• (i O 1B'RCP W/SAFETY END TREATMENT•SEE SHEET 7 FOR DRAINAGE SYSTEM. VfTG UI �. o h 1 TEMPORARY DRAINAGE SWALE TO BE REMOVED WHEN ADJACENT SITE IS DEVELOPED BY OTHERS. STATE HIGHWAY 26 ...... t .... ... +� p I;R�LJ7' I N pl SHIN TRAP �� I••� SWECOR\ + D OF • BRICK PUlf I r(` ••7 ' I °r° q p� li it AND ovEB wECL POOL ROAD fl ^'' GRAPEVINE, TEXAS DEVELOPER: / BRICK F GT 2 (A 3 �r d �I�1': 8R K IF�jI Iv N TRA f dorya✓C ••..,T7.., l0 1 z i�1•"•, 0'fT i + I Iovi Nc L074' BLOCK 1.; ° T :J N i� THE GUSTINE COMPANY Nc Po J m I BIRMINGHAM TOWERS 1 m SH`•26 OAD AO©IRON, ?' \ "tz ) i pi 3 i F 1 w CABINET A, sL( V8, I�..: PIT758URGH2100 TOPENNSYLVANIA SUITE 152( 1 PRTCF 'N TEL 412 381-1 122 FAX (412) 381-1123 / 0 51\.••' 4 ...L..,....�.. 1� 1 � 8 1 chi i i 1 �.. x• �I :RETE !r g12 ��:` I n.a>zx rn l i p REVISIONS: ONDITIONf 1fi • 11 I 1 T 10/01/01 CITY COMMENTS R K' CONCRETE • h i i. . MU:UAL h :••••••••• 1 Sg SEMfNT k• : r. ••4 7 ') CONCf�7, SCALE: 1"= 30' LAYOUT COORQ: D.0 1t' h Sat ! %��• 1• I� tl i�\\�� CASE NAME: OVS PH4;WACY PLANNING MGR: F 1 CASE N C ti A tl \`T LOCATION: CM B 370f IRA G WOOD AVENUE DRAWING BY: DA • �- ( A` t C/a`ATNITI a of 6R�PEYttIE DATE: 31 AUGUST 2 1 \1t\ .- V �TRAFf1C' t J rIt� R//CK 1l N4411 tt OATEt MAYIXt SECRETARY JOB NUMBER: 290E i �•••'' ••,•• � v ,•� '•� L��• ��'w // � � d �h• t TITLE: • ° •� •..., '• \,tt It t PLANNING AND ZONING COMMISSION QRADINQ PLAN CHAIRMAN SHEET NUMBER: DATE; 6 of 19 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFUCT�aTH ANY CODES OR COMMENTS: PREUMINF DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCT. 4-e6 .......... hl. 0. 51 �- --_ __ __'----------_-..__ •'"•.....,.574 ................................ •: ♦• - t,` � �. EXISTING PROPERTY LINE M�7�ii■ AI/��g�Ai i' yLEGEND •s •..•............. - _� 6 Con rote n Planning,Engineering,Architec' ••••••••••••••.•••••.. ..........574•.••., Con -Uon M- q ent,and Related S-lc STATE HIGHWAY 26 ----__ EXISTING CURB "°""m 9 ASPHALT ---'---- c EXISTING EASEMENT OR SETBACK e (VARIABLE WIDTH R.OW.) i• J,•ASPHALT - -" � - EXISTING GAS LINE `••.,, , : r,_ --- - 'p-nA�'� EXISTING WATER LINE 3001 CARTER AM BLVD INC ----.+.. i 11 S�'r•. 12 � �` ac - Utz.e'paP--.f'•-� Brr"'e� EXISTING SANITARY SEWER LINE SUITE M200 H m p - . ;u BURGESS, R_ aa�\ 573- ,„ •"` R_• - EXISTING STORM GRAIN LINE FORT WORTH,TX 76137 "•.............. '•> ASPHALT . . v __ --' �,OHE �wttr EXISTING STORM DRAIN INLET • •\•...••..,..•572...//(....... _- - _ _ x MANHOLE / ` 4 / ••.,, •' •' E.• -- 'bH �"'• .-E7fl-••. _ - __- - - �\'E l� � EXISTING GAS SANITARY R COPYR GH8t020021 CARTER BURGESS -_ % ......• \L..,'.'..571 ..• •.. ,. - _>.;!"' -~ '� --_ L '4. 0- EXISTING WATER VALVE '•�Sryn----I J •.,// PROPOSED CURB AND GUTTER I '. „ .:",.•... - G - 6•. N / B j 7 / CONSULTANT: sa.,. '• � ' y- PROPOSED CURB INLET / GATEIPOST !�e / .•1' r";• PROPOSED HANDICAP RAMP •`.\•.'tAT� o�� ..- .... • 576 5 4.''S75 1. ; •: t � .t/ /!full � - _ _ u2_ D5 4 EZHACIL _._ -_ :, ��h 3 ! �'•. 1, / T an t 6,a y t 0 - Ik- }jp((l t`\ftn--T - 1-'-'/-l EXISTING FIRE HYDRANT S I 1 by•':'I S s )r N NO PARK l (l 4 V0/i 'T' y . GATE1P09T r ' .i_ 6h;'' ;.\\�,•.:�{•' 1 ® EXISTING WATER METER PULL BOX TELEPHONE MARKER / 1 ^ GAS MARKER •MU71/A •4t I !2 ? y ' K W Vvl ! b Acc!'s SEAL: £ASEr1lfN 1 ".•"'. .+_.• tJ 1 f f ,0�.-+' Q EXISTING POWER POLES / GRAVEL 1 / 1 ' ST 1 / i 72" / / h n 5 r , / 1�'"' PROPOSED CONCRETE SURFACE(WALK OR PAD) ,�-�}tE OId j L----- --1: ,.673 NCRETE l 'l CONCR 7.: 1 :t ' I r• 1 � 1 IAA p� pp� PROPOSED DRAINAGE AREA � ........ •'M►// I:: 3 8 /....•... I i. ' ;• ,` / PROPOSED MI CONSTRUCTION. 4 /•.. .•' S l l tBRC I LIMITS OF C ....CMAEL•ALTU••: ` i C. /4 1 I / LOG; t ! I1: 5 •.,.•• 1/ £' AH 1 1 " !t i� .`�\ SF SF PROPOSED SILT FENCE 4p'�: Y9.400•••«','"7 �• itSS:/...... fo 6 P. ARMA --r Ae OkA+l1d _ 11,$5'7 S.F. nege Calculations (5 YR.) .� I ... N L/ � j D •i t 1 ' � Drnl Ca! tl / T-11 flunaff Rain Fap Frequency Ro'n Foll int.n.ity Total 0 c!. Comment. cvs� /FF576.6D ! `h 1' 2 62S 1 I I 7 o LO 33 9 7.0 0.9 5 3 8.94 7.43 •) I;;1 c3 ;• T f, BLO K f, d BRICK i )p..,,,, 4 39 i ,�, ( '; V soy E CONCRETE 1 ' ' '• 5H 26/POOL RC7AO ADDITION, „ 0 I TOTAL 0.79 ., ;•• •' il.68 Conn.ciin to Ex.54'RCP 1 / / , PRTC ) t CABINET,A;'SL/DE 4878,.r" ••• 1/ 3 SP£EO•1 (POOR CONDlTION) I} _ : $ •' i I Acree t 7 p y t l I j Drainage Calculations(100 YR.) I b Ms° N Runolr Rain FaN irequency Raln Toll Intensify Total 0 cfe) Comment. ca,dlKled c 0-tian urn. .. m nr T / 1 t I f'• 511 0.26 ACTes p d( 11.25 0.9 5 100 10.58 3.09 1.18 I - •••57 , p 1 1 ! 2 0,35 1.25 0.9 5 too 10.5E 4.17 1.19 1,25 0.9 5 100/ ! I 1: I1 lose 74.1s 4 0.39 1.25 0.9 5 too 10.58 4.64 I ,• 1l h 1 I 1 I X q p 1 I ';• ( TOTAL 2.19 26.07 Conncclin to Ex.54"RCP. STORE NUMB 37/ ••t /I •Refer W Pact Road Improvement Pion ShNk 144 fa eA.tag 51'ppe Capacity(f 05 cre) 0 4 h If m�I •, al I Ic h I pI f SW CORNER OF STATE HIGHWAY 26 :• �• f 90 I d t Calculation : s7s ? 9 POOL ROAD , q li ll [ate O✓ER [/L 1 11, pf II Arno RunolL Aam Foll frequency Roin Fall Totai 0 Inlet Siza Inlet Mlet I i r h -!� U 1 ® '* p a p m ca.rCci.nt Do'.oan (yr mten:,ry (a") (n.) copa<nr Ty" comm.ne, RAPEVINE, TEXAS I (Mm•) (in/pr.) (cf.) ^� h o.. 1'•. Q � I � A i 1.79 0.9 /00 f0.58 11.37 t0.D0 20•• CI Lox Pont _ p •1��• 1 LOM Pw'nt-0 capacity gt(cre/rq.3D(Hi)^f3 2 DEVELOPER: 1 4 + •"'�""'L O•;a ill' BRICK If I I 0-3.0•0.83'(3/2)+2.27 cf./IL ••U,.7 le ft Q t dON/,yG/yc, i t ::*"".^'•_ ^ 'S1ryT t'.•.. I o :1"M Z i I' / x F LT x Y78.. Ll_ � I0.58 J.33 10,00 20x" G W.Point 53ta--' +..� � •• N�TR1 9 ;`$�r 5 •., z ( :� t,ll ti .� THE GUSTINE COMPANY IONuyc LOT. , BLO,L'K f„ + iQG BIRMINGHAM TOWERS rt POSH"76 OAD ADQIAON,J •' �n \ I `' {.� `�.•�: Icy B 31 M 2100 WHARTON STREET, SUITE ro CABINET A, SC DE�f{j-ZB,_^ i ��9' m In v ,II 1 j '' PRTCT 3 '�.� h a `'+1q ':, , NOTE: PITTSBURGH, PENNSYLVANIA 152 /R /!!{{' O I / �1 S5 TEL (412) 361-1122 �1,., 3 I(�i p(z I t L THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OF THE REQUIREMENTS OF FAX 412 381-1123 y1\• 11 PHASES OF E SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING ALL ( ) / THE CITY OF GRAPEVINE '•`•'...•.•....... CONSTRUCTION. a 7RETE It 512 �i• : 1 i REVISIONS: ONDITION) 1� o. h•• .•#1/'15� Ic IO I I n Spe 'L J 4 I i TO/Ot/01 CIN COMMENTS / Ig 1 BRICK;: ( ,5 •�: - I IE 1 ti CONCRETE 1 1 1 STORM LINE'A"$iA,1+00.00 t0'ROOF DRAIN WYE 0' 30, 60' CONNECT TO EXISTING STORM MANHOLE \./ PR.10"H.D.P.E.FL-567.05 fi h r�5 •,, �"'L•`'�"•+�.1y�� it PR.436"2'RCP FL IN- 5556.6 '•) CONCl+�E7E ''•,�',�•�•�. « E%.42'RCP FL IN-t558.68 f p) CONNECT TO ROOF GRAINS EX.54'RCP FL OUT- t555.88 �;•/ SCALE: 1' = 30' LAYOUT COORD: D. `•1• PR.IW H.D.P.E.FL-571.60 (� h �• Se0 I - 1• 13 j 1 >(�•,� "`-..•„ /�\ REFER TO ARCHITECTURAL PLANS FOR (1 1 STORM LINE"8'STA.1+20.65 CONNECTION LOCATION AND DETAILS, CASE NAME; cV5 pWRMAOY PLANNING MGR: I 1 1 \w I `/ TOT OF CURB r 574.00 CASE NUMBER: cull ¢ i 1 1 1 7 4 10'CURB INLET'B-P STORM LATERAL"A-1"STA.1+50,39 LOCATION; 3701 PA E WOOD AVENUE DRAWING BY: D,i • ' '"' \f 582 SB7 gB 584• ONCRETE 11 A ; PR.18'RCP FL IN-569.t0 10'CURB INLET"A-I" LoTi BLOCXI P PR,18"RCP FL OUT-569.00 • 't/ 1 { TOP OF CURB-575.00 CY9 ADDIMN OF GRWfl•INE T PR,18"RCP FL OUT-571.00 DATE: 31 AUGUST 2 .....--.^^"'eQl" _ 64r(TRAFFIC. , 1.5) STORM LINE"A'STA,2+00.77 IV• 'I'•• Lam'!+T_+ 1. •1111' j 1 448JJ 1 PR.STORM H.D.P.E.FL IA=1.560 TD RELOCATE EXISTING CURB INLET TO MAYOR SECRETARY J08 NUMBER: 29DI v tr 1 BRICK 1 kl 1N .14 O PROPOSED CURB LINE(MOVE Lrt 4 ? •'U, / 1 1 l j 41 ;.{ PR,J6'RCP FL IN-558,19 APPROX.2-WEST),MAINTAIN GATE; ti 't, ': T •,'.♦ / \it b 112 11 PR.36'RCP FL OUT-358.09 EXISTING INVERT. TITLE: I : L J / i'•,11 �� 1 DRAINAGE AND 1 jCONCRETEi SLAB ( d M;l.i q• STORM LINE"A"STA.3+65.17 1 1 18'RCP W SAFETY END TREATMENT PUNNING AND ZONING COMMISSION ( eb {1 t ti d XI QI -STORM LATERAL"A-1"STA. I+00.00 PR 18`RCP fL OUT-570.00 EROSION CONTROL PLAT ,NW 1 h / 1 L1 11 d ql;i 4'STORM MANHOLE`A-2' (.`CELLAR / (:1 k 1t1 1 PR.IB'RCP FL M-568.50 1,Z CHAIRMAN L''•. b 6 �1 l PR.38'RCP FL OUT=559,81 TO REMAIN IN PLACE THROUGHOUT SHEET NUMBER: 1,:1 A PROPOSED INLET PROTECTION 'S 11 IQ'•, i1 1 ALL CONSTRUCTION PHASES 2"z 10'RooF GRAIN wYE I ` STABILIZED CONSTRUCTION ENTRANCE of 19 / DATE: •...�.., j1 1 5 , / 14 ,{ '•. 6 PR.10`H.O.P.E.FL M-564.45 � T 11 Q xl u 1 PR.12'H,D.P.E.FL OUT-564.28 3 fl 1 O APPROVAL DOES NOT AUTHORIZE ANY WORK / t1 11 j4 1 i 6 tW X 12'H.O.P.E.EXPANDER IN CONFLICT MTH ANY CODES OR 11 ° IAl PR.12'H.D.P.E.FL-564,84 ORDINANCES. COMMENTS: PRELIMIN, DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCT Ne•o • � LEGEND --- -"-'- -^ EXISTING PROPERTY LINE Carter,•surges., --'- _ _�-------- -----_- C-one I on tanle in Nonni%Engin4Hing,Architectu STATE HIGHWAY 26 -- _ EXISTING CURB C ucli Mona9emenl,and Related S—F— ASPHALT ------ EXISTING EASEMENT OR SETBACK (VARIABLE WIDTH R.O.W.) ASPHALT - - -f"'" 'L- - - EXISTING GAS LINE CARTER & BURGESS, INC. —CX'9-v�— — — EXISTING WATER LINE 3001 MEACHAM BLVD. — EX,a'�aNrr xr EXISTING SANITARY SEWER LINE SUITE 200 `+. ___Z-� >-•-F- _-,_ sssaaiStS�'i��S\1�SSa'c EXISTING STORM DRAIN LINE FORT WORTH,TX 76137 �\\ ASPHALT / ' ' __--- ---- -__s_.,"_� � _-�c -EYE OHE /h /' �mlEr EXISTING STORM DRAIN INLET TEL 817) 222-8500 - _ - _ ENE Y I / OOssr,u. EXISTING SANITARY SEWER MANHOLE FAX (817) 222-8550 1 / GTE VAUT SIL:N�rb TRf ❑ ---'_..._- .- ___._._-- __-___f--3- -7 1 ONE- _ - -_ ___- Q !l /l l On ltcuR EXISTING CAS MANHOLE COPYRIGHT 02001 CARTER AND BURGESS ONN E aNf' =-OLiE •rc-'"-0H - \ \ I q t /1 dj Sl6 _--- \ ? ¢ OµI. EXISTING WATER VALVE Q Sil,rr- '--I -- rx.+'w----- - 7 \\ l / PROPOSED CURB AND CUTTER I r + - - - .`.., N 1 N CONSULTANT: PROPOSED CURB INLET ( ( _ - - _.-.- tO'UTILITY //Q GATE POST �o. 1 II CONCRETE Y /l ,!y�(/ I 1 I r, s I� Y !l�tv/! PROPOSED HANDICAP RAMP \\ GATE POST' _ ` LLL JI -'- I --_.-------------15_BUILO/NG,K\b LWOU�L'9?CSE79AC� ---------.` ;` � '�I It 9 /!l ! =U/ EXISTING FIRE HYDRANT I I� WIC / �!�/ ------ ,--T-- ii It I GATE/(Posr NO PARK Y/ / AC!/ EXISTING WATER METER / I ! , / ! / -------± ---t -- 1 ` i 3 `, iW p� I Y�i tlZ�1 17 18 is PULL Box A.pvC.Gr1yIjARV Igo' y ;� 1(' !1 TELEPHONE MARKER ss 0 IQ JI p! ^ tl Y GAS MARKER Ir 1 MUTUAL I 6 IO (V I IIIII Y I\Yl 1 ACCCSS v ) 'Z !,1 Y ! \ r 0 EXISTING POWER POLES I £ASEIENT , I Im o SEAL: / GRAVELlh j R t ' t STMH .� rz„ / 5 1 I I 4 A I , !! PROPOSED CONCRETE SURFACE(WALK OR PAD) 5---- 18RICE,a,J� op I YY I 7 t---- - •��'+\\ Y �ONCR£TE" I ,7 CONCR .C (S/ I lI MICHAEE„ALTUflKy �! V YY V II I j .r -'I• YY'� 73400 :Pi ' O ,r I//I \ Y f'•..C/STELAE aYb" 1 III PHARMACY ".(7 e 1_ _ __— r ; 11 iixr{QNA4 EN)p." 4. 11,957 S.F. o i t 10 ` / ► ; ; i la/3/ I FF = 576.60 / ,t� If I LOT 1, BLO Q CK t, 6Ui ll I BRICK ! fhhntt I SH 26/POOL ROAD ADDITION, / 14 ,' 1 I CABINET SLIDE 4878, Q SkN SPEED u 1 CONCRETE A, // W n ,! (POOR CONDITION) I nlI / l` PRTCT ,I I I� I I I cvs/ REFER TO ARCHITECTURAL ij I I tl I I I O STORM SYSTEM IS SHOWN FOR REFERENCE CONNECT TO 4"SANITARY SEWER STUD FROM O I(T,�('f�( � PLANS FOR EXACT UTILITY 16 I 1 A I 1 16 pLLjj uu I I CONNECTION TO BUILDING p 1I ( ONLY.REFER TO SHEET B AND 9 FOR STORM BUILDING.FL 6"PVC-572.60 / I I ( 1 1 d SYSTEM DESIGN. - LOCATIONS AND DETAILS o t 1 1 (TYPICAL 2 PLACES) O CONNECT 70 EXISTING TELEPHONE RISER BOX r I t 9 I I U i I I 2 17 PROVIDE AND INSTALL 6'H-20 TRAFFIC 11�E I I FOR SERVCE.(SUBJECT TO TELEPHONE RATED CLEANOUT, p•�/�p� 't��p@ 'j/�( E I , 1 1 +I I I Ij COMPANY APPROVAL) (TYPICAL 4 PLACES) S OM NVMBffp 3/01 17 I I , I 11 3 2,1385 LF 4'PVC CONDUITS W/PULL 18 1300 LF 6'SOR-35 PVC SANITARY SEWER \ 111 ssMH t p I _ I 1 I I ,I WIRES FOR TELEPHONE SERVICE,CONDUIT O O LOOX SW CORNER OF ! r I I 15 1 1/ W - 20 1 yp /GN TRAF 11 I I d SHALL HAVE MINIMUMMOUNTED 10'RADIUS KENOS, 1 *28 LF 6"SDR-35 PVC SANITARY SEWER STATE HIGHWAY 26 Z A R..,..,".,,,, I 1 II 4 INSTALL POLE MOUNTED TRANSFORMER ON AND BRICK PUM�MOUSE w w 1 n MI I 11 EXISTING ELECTRIC POLE FOR SERVICE. O 5.00R POOL ROAD OVER WELL ( II 23 12 I Y II (SUBJECT TO TXU ELECTRIC COMPANY 18"RCP 1 13 � U \@ ( ® W N 11 I 0 APPROVAL) ZD FSA L 6T PVC IN MANHOLE"A-T" GRAPEVINE, TEXAS STMH m 1 p II pl FJ 3.1233 LF 4'PVC CONDUITS W/PULL FL 6'PVC IN-571.20 c + N N �� I WIRES FOR ELECTRIC SERVICE,CONDUIT FL 2'FM OUT-577.00 I _ .n g i 1 I)1 I O SHALL HAVE MINIMUM 10'RADIUS BENDS. GRINDER PUMP TO BE GOULDS PUMP MODEL DEVELOPER: ¢ 1 11 III I 6 CONNECT TO EXISTING NATURAL GAS LINE HSU 3x3-6 OR APPROVED EQUIVALENT. I a 1 p 11 BRICK Ip,V/N 12 1 11 �j Q St N(TRAP LT FOR SERVICE(SUBJECT TO GAS SERVICE PROVIDER APPROVAL) @ 2"SCHEDULE 80 PVC FORCE MAIN.REFER TO THE GUSTINE COMPANY ✓/NC LOT 2, BLOCK 1, ' I I z 1 III YI x + O SHEET 12 FOR PLAN AND PROFILE. BIRMINGHAM TOWERS / Po \ I 21 1 G (III N t.Q I + 7 GAS METER LINE, BE METER AS IE'INSIDE OF ! SH 26 61'OAD ADDITION, \ I V 1 1 11�y 1 + PROPOERTY UNE,NETER AS SPECIFIED BY 22 SANITARY SEWER MANHOLE"A-2' ' r CABINET A, Slt 8, I� I O a 1 III tl I i + � SERVICE PROVIDER. FL PR,2'FM IN 577.90 2100 WHARTON STREET, SUITE 7C I PRTCT �_' �� h I O a 1 III 11 I + V 1327 LF 2'NATURAL GAS LINE FOR FL E%.6"PVC OUT-577.76 PITTSBURGH. PENNSYLVANIA 1520, 1 III i U I 1 �/ SERVICE, 23 136 LF 4"PVC CONDUIT W/PULL WIRES TEL (412) 381-1 122 g 1 11 , ' + FOR ELECTRIC SERVICE TO SANITARY SEWER FAX (412) 381-1123 O It 1Ii U ( 1 q 1 REMOVE EXISTING CAP AND CONNECT TO PUMPS 0 II ittl �\U; EXISTING 6'WATER STUB FOR SERVICE. :RETIE I!I � _�,,, I \\ I I `a✓i t\ 1 d t 0 INSTALL n-arzra• 1 1 \E� 1-11Y,'6'MJ BEND \ I 1 I REVISIONS: ONDITION) j $: \1 � O 2-45.6"MJ BEND ' I \ SSL1M.1 2'2 �„ I BRICK W/REQ'D BLOCKING , 10/OI/Oi CITY COMMENTS UUMAZALCM CONCRETE\o t 16 / ACCESS ,_- � 1 1 1 INSTA LL EASEMENT ( t I 1-6"x 2"MJ REDUCING TEE 1-90'2'MJ BEND 1-6"X 2'REDUCER 1-1"Y,M DOMESTIC UJ GATE SES METER 0� 30' 60' W/REO'D BLOCKING SCALE: 1" a 30' J/ t CONCf�ETF 7� I 1-1)h'IRRIGA71ON METER LAYOUT COORD: D.D I(/ 1/ 1 12 INSTALL CASE NAME: CJS PINRNY,Y PLANNING MGR: T. 1 Y t �``T 2-45'2*MJ BENDS CASE NUMBER: Cu01-65 ' 1 CONCRETE I 1 t W/REO'D BLOCKING LOCATION: 3701 IRA E WOOD AVM" DRAWING BY: D.D. GRAVEL INSTALL LOTI BIOCKI C15 A001110N Of ORWENNE I t It,,.�- 4"C7.cJ�(Twnc t 1 1 2-45'2'MJ BENDS DATE: 31 AUGUST 2C 1 W/REO'D BLOCKING I ,fs�'•r(-1 � It M 1 MAYOR SECRETARY' JOB NUMBER: 2906(111 BRICK tl 1 M1 1 1 4 REFER TO SHEET IS FOR CONTINUATION OF T, 7 t Vt 11 I1 \11 II IRRIGATION SYSTEM DATE;PROVIDE 1-4'IVC _ TITLE: SYSTEM ELECTRICAL CONNECTION TO NDUIT I- IGAnoN PLANNING AND ZONING COMMISSION BUILOING, UTILITY PLAN ,,. CHAIRMAN SHEET NUMBER: DATE: - siykrn____a 8 of 19 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. COMMENTS: PRELIMINAF DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCTIC .A4 ' LEGEND Carter.:Burgess --'_---_ EXISTING PROPERTY LINE Cmsultants in Planning,Engineering,Architecture _ ASPHALT STATE HIGHWAY 26 ,' _�_� rs EXISTING CURB ConatrucU-ManaysmenL and Related Services EXISTING EASEMENT OR SETBACK (VARIABLE WIDTH R.OX) j ASPHALT _ _ — EXISTING GAS LINE CARTER & BURGESS, INC. E%ISTING WATER LINE SUIT MEACHAM BLVD, s cA s•M.rta J � EXISTING SANITARY SEWER UN SUITE 200 -F EXISTING STORM DRAIN LINE FORT WORTH,TX 76137 \\ ASPHALT ' •' '�••• ._ 9 b�e_JmeFr EXISTING STORM DRAIN INLET 8500 TEL \ // ,+.,. . ------------------------ --_-----,._- �- MANHOLE__ '"`"-s_ _-- __ -- N�1 L� / OO swrt EXISTING SANITARY SEWER FAX (817) 222-8550 GTE VAU T _ __ Q S7GN Nb 7FE�5„ C7 -'j / --^-----____ .-_�, =___-�..----�'=--___�_-'"'-'-� \ l d. � , /0 �S,G QscuH EXISTING GAS MANHOLE COPYRIGHT 02001 CARTER AND BURGESS EXISTING 0 0 S�",A'--_,/ + ,--_ .,_.m PROPS WATER VALVE {y .-�}-en-',,., �,., ry '? \�,\m / q / /( ' PROPOSED CURB AND GUTTER r L>3-� _-�- _ -- - " " m .",, �.:� ,� ._.��. °� A/\141T/ N�i n � CONSULTANT: -r I -^-•'7o"Lndt'r EdSEMERh!_ /__ _-- --- �-----ems 2 •m •o' 1 I ' It Q l PROPOSED CURB INLET i GATEIPOSt; .� o _ n .W CONCRETE \\ GATE POS� Iri °u+ eaf .vi .r `\� ° d'i m °� .= ,d nd •c .d.n ( N C l 1//l�ylr a.; - --- _ - 25'BM•L/Nhe AA19[AlFfls � ° +„ N I PROPOSED HANDICAP RAMP + r JI I •.I . - - - ,f I n=' 'i--T-- POST 1 'II .a �1 �cp - «a a, ry o r m o n !� L( \ 1 GALE/POST q/ i N a °�I m V r o '"' °'^ °"" • •+ •"' •" ri -- •a+L��i, / /(' NO PARK N d / N V! Y EXISTING FIRE HYDRANT , ° .ar ° a+ ° o_�'m 1 ,I NIl T d 1 pn EXISTING F ._. _ 1 ° n •al ° ° ows wu ° eu m 9f =flq"o "ot 1ti G l/1 N r N cY WATER METER °� n .N m N rl 1 N w 1 I •� - .o B / ! , ® PULL BOX !l / ! I ••r . : ry m o n r � m W, .r .+ .+ .+ .., d+ ..- wo /.d + N 1 It 1 m n i/ 1 / �T TELEPHONE MARKER ,J i .a °�. w .ri .•+ w� si wi .m .m .eg 1 0" .v+ an ° do ..r .9'A�6 U GAS MARKER I 1 ACC1S5 '~ 7 •'^ •'^ 1'i tc v + '' N t \,� i ESEyENt i o o - Im t p N + ' SEAL: ...�.__ N, „ - « I N I A'� 0EXISTING POWER POLES GRAVEL - -- - N r, x1 .. .< �h�/o Ilpo N I t / f i f 1 f F—* AIL 1/ ! l .� ' ...•' p, °,o •� I+ �N �r IIt PROPOSED CONCRETE SURFACE(WALK OR PAD) �ONCRET£ CONCR /! i .o e•: .t / "© .m .m .. .. % N + lBR/C ' i .. .... . tjNN Cj Y V/ p '!" R I , I .....CHAEIL ALtUpK i .+ ! �_ t.umMotr.sol,eAA• F1�p••q 'v�: PHARMACY ! a i Pr•l ot:Alf Noloots p S N E v! -t ! A�sCo.......N�i N ---_-,� , t 9rnyq Oty LaIM Arcan9amant Lumens LlF D•sattytbn t T 11,957 F. + �^ •� r ( / ,d w ' l • A se X ns000 os50 d1A911Y93V 1000 WAtt N55 e M /H I 11 09 SINGLE t4000 O.e00 M03337-750-11300P t73 WATTS I + j+ FF = 576.60' • -" °"' ^"' WP SINGLE y(fppp 0,750 MHW.- i !i l 40o-wT I I jl ry ,( LOT 1, BLOCK T, ' BRICK I ! 1 . n t+ SH 26/POOL ROAD ADDITION, -„ °i!�;; t M j ® V 5/GA' E I CONCRETE I 'I "'1 q I i CA8,NE7 A, SLIDE 4878, f9 SkN SP£EO ( i /1 (POOR CONDITION) i tj PRTCT I ,Hcvs/ ,n �' o i 4 �+ I I I f NamNo eirnn'orr �= + 11 °r! o 1 M d II j NeIwU All N.*L. 4h, I I pit ColaTtp• Unit. A Me. - Av ('j,,I'� i I L0� W 9/\"n Mo./M11 PtSpolr PlSpeiD Il'J(N)/U IUI Irma F�������) (/{�,., A 19-h nu Fa 1.39 IS.t 0,0 0.00 0.00 10 10 '-''-+ a\_�� it it STORE NUMBER J�08 I I o •1 „ •ri a •+d •+' •- , i I ,I SW44k4 A,"Summary \ ^' o .� o n m o r ° .. a , T i I SW CORNER OF NI p�SIGN TRAF wl 1 i+ Low STATE HIGHWAY 26 BRICK PUMP OUS`�' ° °"' .^'+ q I , 04sablkn Avy was Mn AVFAArn Mos/512, AND +I OVER WELL °� M I I tl 3 FC AREA 50 FT PERWTER 0.M 12.5 10 t.ye 4.27 POOL ROAD r r l W n M i GRAPEVINE, TEXAS I o�A' w .o .d .a a, .M .•i .o'' ° ° \ e ° ( �o � kp III II d° a N (y' ri1 ,I BRICK II (�-rl Q Sl N+Tt1AF LT DEVELOPER: It ION/NO,goSH D ADD LOT 211, BLOCK 1,ITION, \ e •� r I w m ,111 �,TI'J 1 j THE GUSTINE COMPANY 26 c�OA e m n a i Q M III I Q i CABINET A, sL7D�N�za, \ - °� I Q b 13 i t wm.ati LaeauaA sa 21001NWHARTON STREET, SUITE 70C !1 PRTCT qs. -�...� n .o m,o .o Q a p�q „� + Nopct:M P.*t•^ter PITTSBURGH, PENNSYLVANIA 15203 o� m m I^ N I TI V 1 I d SAv+o Lo.l X r z -wat m TEL (412) 381-1122 $. (o a .qg o ,0 1 o N Ili U 1 1 ae 2d4soos. -179me n.a o o ) 21 FAX (412 381-1123 I g • \ ' Aix 'o^ " I N III '\ I 2 A 2645057. -1767550 33 ISO 0 :RETIE l�l(j �7� ° �\ 1 0 1 .,n.m• o {\ 1 d 3 w 25s49e2. -1767a91 to 90 0 ONDlT10Nf r•r o. \ 'o.°o In °-' I I \1' 4 WP sou94z. -17OM41 to 90 o REVISIONS: ll Murwc o l •o \il�\� P• BRICK 5 09 1e44ee9 -1767042 .14 0 0 1 10/01/01 CITY COMMENTS EASEMENT I,o .o \ .!L �,� l� ' CONCRETE 7 08 W�4 -tM7e6Ob te5 0 0 ,o \ \ 11 a oe 28+ten t7e7e42 v.5 0 0 0• 30' 60' sr\, I 1 9 09 2044577 -1767053 11.5 0 0 ! _ 1 j- I' to W 2844M -1767eee 10 1e0 0 CONCh{I 1i1 ~ , -L _ n W 2844MIL -17017M 16 too 0 SCALE: 1" = 30' LAYOUT COORD: D.D.F .o .o ,o .o .o • 1 ��t �.�,- 12 W 2644A59. -1767746 to ISO 0 I / t j 13 W 2544877. -t767751 16 in o CASE NAME: CVS PHVIMCY PLANNING MGR: T.N / I I I I \ �l 14 W 204490. --1747751 16 270 0 CASE NUMBER: CUDI-06 GRAVEL CONCRETE f e 11 b 11 t5 A 2e44M -170T1NI3 33 W 0 LOCATION: 3701 IRA I.WOOD AVENUE DRAWING BY: D.D.F I 1 to W 2e4494a -17allbt l9 270 0 0V5 AVTIpIMIOR�OF GRAITWX 1 I Ip TRAFFIC I DATE: 31 AUGUST 20C 17 OB ZeN909. -17e7T54 1L3 0 0 \III 1 II IM I 19 a°°3 '17eT°°9 13 °o o MAYOR SECRETARY JOB NUMBER: 29060- BRICK il NI I 9e1. -t7e7754 11.5 0 0 20 0e 2e4499a -Hans. n,5 0 0 DATE: TITLE: a4 11 it I 2f a 2500a -17a7754 11A 0 0 22 09 2043", -1757742 11.5 0 o PLANNING AND ZONING COMMISSION LIGHTING PLAN 23 ae 2045005. -t767730 It.b 0 0 24 A 2e45071 -17e7733 33 ISO o CHAIRMAN SHEET NUMBER: DATE: -Firr---or- 10 Of 19 APPROVAL DOES NOT AUTHOR ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. COMMENTS: . PRELIMINARY - DEPARTMENT OF PLANNING SERVICES NOT RELEASED FOR CONSTRUCTION - 1hz, � EGG Carter u Burgess 5 r� c s N'Ia v LEGEND�d It r 1 1 �, LANDSCAPE NOTES 5� 4 \\ 1 1,y 9 S IN CUnst—ti s in Pbnenq,Engineering,Architecture. 50 5D5/ " w'i ,\\\ Ito PARS ' ; it CONTRACTOR SHALL SEED AND ESTABLISH GRASS IN ALL REMAINING NEW AND DISTURBED Construction Management,and Rebted Ser ces "y 1� �11,j 1 q 1 1, SD-WESTERN SOAPBERRY AREAS NOT OTHERWISE PLANTED WITH TREES,SHrN85 AND CROUNOCOVER. IF SITE IS TO BE SEEDED DURING A'SEASON WHEN'THE BE(MUOACRA55 5 DORMANT CARTER & BURGESS, INC. (APPROXIMATELY MID-SEPTEMBER TO TE ARCH),'COMRACTQR SHALL SEED WITH SP G \o Sao ] u A{ 3001 MEACHAM BLVD. 1N ANNUAL RYEGRASS AT NO AOOITIONAI PENSE TO THE OWNER, CONTRACTOR SFWl \`w Psp \r�'\'\ �,h y. \, �+ �E SRO-SHUMARD OAK RESEED WITH BERMUDAGRASS-AND ESTAISN'CRASS.�RIOR TD FINAL ACCEPTANCE OF SUITE 2OO r 9 �-C `�P�t\ „" 57i. ///) \k ,\' ,�\\\ \\pi`s\ ' \ \`1 C`TTIG�E DOEN TESUBSIITUTE P/TS WITHOUT A IOR`AUTHORIZA710N BY THE LANDSCAPE TaL (81WORTH, )T222T 8500 37 gb cA / d e" aRCHREci oR OWN R. x FAX 817 222-8550 574 3' �' um .) V �\ i LE-LACEBARK ELM ( ) U/, �S a\\ A \ S\} ', NSPECIIR SS,itUIES\AND\RATINGS.-7ATE OF TEXAS REGULATIONS FOR NURSERY COPYRIGHT 02001 CARTER AND BURGESS / 4iZ �� %��"S�\'�`'/ 11 N•"ems" /`t \�1i' 'r`�' '\ \ PETS 1 T"' .+CLL�'1ANT$S.SHAL•L FREE OFDIES E AND INSECT INFESTATION WITH A NORMAL CONSULTANT; \'N <.. GROWTH HAT11 AW-TRUNKS S E FREE OF EXCESSIVE ABRASIONS OR FRESH 80-BURR OAK t, 2d Y i fib%soj t" .. _'g D / n�wasloNs. y /`\ ) GROUNDCOVER,AND SEASONAL COLOR SHALL BE CLEAN AND \ 1 ALL GRASS WEEDS A D \1 \ 1, , / ,FTiE�.,OF WEEDS�ANp NOXIOUS PESTS AND INSECTS. ZghN /�5 S ' - R.o- ,-�...0 \\� 1 \ d� \ �• O EVERGREEN SHRUB STEEL EDGING SHALL BE PLACED BETWEEN TURF AND GROUNDCOVER OR SHRUB BEDS AS —576— \' \\\ \ \ \ @ p INDICATED\ON THE DRAWINGS. � _ -,,.> \ 1\ ORNAMENTAL SHRUB 1 / / P OZE•. �, ,4 r :� ` gt\ <yT=-' t'? \ ^° ..\ ,\\. of\\\ �`� \y'S`-15'' °�.) \ 11 �( 'E001�JC SHALL BE PLACED BETWEEN SEASONAL COLOR AREAS AND SHRUB AND / ,-:• i/,.' 1.O F 'SAC-`" q \,y '� \\\\ \ \ \ \ \ �yG O. GROUNOCOV R AREAS WITHIN THE PLANTING BEDS AS INDICATED ON THE DRAWINGS, STEEL 5 y E IGtl rt , $h r' ,1 �7E., ASIAN JASMINE /�\ 1 lj 1 INSTALL STEEL EDGING PER MANURACTURER'S RECOMMENDATIONS, \ 1T\t \ \ i\ \ �\ \�� / f ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AT V"'- lc,S \ , W\o t�.�� \ .a. \ n_I l is \ `_ ALL TIMES. �t \ t- , \' rj 4\ \\ e\ \ \ (L•, L II-( SEASONAL COL.DIi�\ CONTRACTOR SHALL MAINTAIN TURF AND LANDSCAPE AREAS IN A NEAT AND ORDERLY I \ ' + V. ! , R �,\ \ \\ \\ \ MANNER UNTIL FINAL ACCEPTANCE BY THE OWNER. MAINTENANCE SHAD_CONSIST OF `k ' 1 t ,(1� C\ 6\ \ •u ':1 -- \ \ \ f\ WEEDING,WATERING,MOWING AND EDGING,SPRAYING,FERTILIZING,GARBAGE AND DEBRIS 1��/ \ \ k REMOVAL,TEMPORARY EROSION CONTROL AND EROSION REPAIR AT A MINIMUM. i61 NG`TREE L SEAL: T ERE�Y O D TREES SHALL BE PLANTED A MINIMUM OF}'FROM FACE OF CURB. i// t, 4` ��.•' � ..,� .;i,, \\ SEhto J." !.n%� JS \\ \ Q \\ \ a0\\ \ , C\.,. \„/ 5}IRUBS SHALL 8E A MINIMUM OF 3"FROM ALL ACCESSWAY PAVEMENT. \ OSt ''`<'�`\ '� / {" EP ,qE \ - `/ �T. �\ ,T\ '\ ,'i TREE,REMO L TABLE SITE SHALL BE IRRIGATED WITH A PERMANENT AUTOMATIC IN-GROUND IRRIGATION SYSTEM QF vYA1 P c, \ \ GE 1L � _ \ \ CF�x'\ ri rv\ \1 'S:J a\ \9m \\ # \ d\ \ \ j TREE <, SIZE AND,, �.•, WITH AN ANTI-FREEZE DEVICE. �!tp,,..•.•...F" , /r/ 1>V \ 01 LET PR 1 t �\ \ S 10 f31f r h •?J' "i;c \: �\ FT C� f w , v\ STAKE ALL TREE LOCATIONS PRIOR TO INSTALLATION FOR OWNER'S APPROVAL ALLOW A GP bJ` \ \ -1660� •, 8' \OFF't51TE MINIMUM OF 48 HOURS NOTICE TO THE OWNER. p 'A GIt \\\ \ \HACKBERR \/ *:.1 , \JJ.I 9 O `T Q..t \ \ M HLEN 5 gMUt�65'. V7 \\ \\ �-� 1684 E ITEM EASEMENT N STORM DRAIN AND AC EPTANCTOR CEE..L CONTRACTOR GUARANTEE PSSHALL PROVIDE ONE YEAR MAINTENALANTS FOR A PERIOD OF ONE YEAR NCE ON PLANT ON 9.•yF 1794 a. '% 1685 24', IN STORM DRAIN MATERIALS. hy�J;•G(Si PECAN EASEMENT,OFF SITE Iv E AP,� I ELM IN PARKING LOT THE PROPERTY OWNER IS RESPONSIBLE FOR THE REGULAR WEEDING,MOWING OF GRASS, ' ,- 1 45 6`M IN PARKING LOT IRRIGATING,OR OTHER MAINTENANCE OF At.l PLANTS AS NEED. �c\ .-�\ ELM ANY PLANT THAT DIES SHALL BE REPLACED WITH ANOTHER LIVING PLANT THAT COMPLIES r ,0 6 \ .f \ ` \\ i�C•P(%t\ JC,. ;`, \\�\ 5 OOpO J1'y\^ \\;.\ �.L/ ELM CRY.THE APPROVED LANDSCAPE PLAN WITHIN 6 MONTHS PETER NOTIFICATION BY THE G 1747 6 IN PARKING LOT PPv tJ 11411 e" IN PARKING LOT A REQUIRED TREE THAT DIES AFTER ITS ORIGINAL PLANTING SHALL BE REPLACED BY i y ELM ANOTHER WING TREE HAVING MINIMUM HEIGHT OF 14 FEET AND A MINIMUM TRUNK \ /\, •` F �- 1 / \ �`` /u-\ \ CALIPER OF 4 INCHES MEASURED AT A POINT 12 INCHES ABOVE THE ROUT BALL i750 8' IN PARKING LOT ELM =O „„"' \ ( \N \ \ 1751 8' IN PARKING LOT 1 P OP v A, < , A, A ELM S/ �j, s , LOT 1, BLOCK 1, tv PI 1754 10" OFF SITE,IN Eu1 Access EASEMENT SH 26/POOL ROAD ADDITION, � nss 10^ IN PARKING LOT CABINET A, SLIDE 4878, 56 ELM PARKING LOT PRTCT 7 EDP N PAR N STORE NUIIBER7OB \ \ •\ \\ _ T..�� .,\ > "'4. �\ _ w1C,_1,�L_600- ___< s'ter rug E 1757 to' OFF-SITE, 9`.� f /� 4 } N �,-- ELM IN ACCESS EASEMENT SW CORNER OF \ \N1, •\ -��� E 17511 6- OFF-SITE STATE HIGHWAY 26 ELM } /�' �.. " ' 40�, �k �" �zev a, 1853 10" AND rPftEljON) r\ y`0v / y \� s` 1 y o i/ \\ ELM LANDSCAPE DATA POOL ROAD 11 C COpIU ?>,. I$a r,6yo / u, v , )�yya �i ra IN GRAPEVINE, TEXAS i! TOTAL SITE AREA t 1.84 ACRES ZONED:HC(HIGHWAY COMMERCIAL) \ 0 - PARKING SPACES PROVIDED: 66 1 �PD Lim t' s- 1'\ 9' y ` ✓ 5>, rPL k�. \, / ,(I. �E6 t \ \" /�`�. b e� ,, 0 9 \ LU PERIMETER LAND TREES (i TREE/50 LF.) REQUIRED PROVIDED g 6 6 DEVELOPER \ \\ O'1LP HWY.#26 `;yet � 33 \ '/-/ ., \ \\MLIY E Sf �M ^/ \E _ \ \ Pool ROAD 6 B THE GUSTINE COMPANY VjMCtj1 x� O�tC4< PARKING AREA INTERIOR LANDSCAPING 10% 27% BIRMINGHAM TOWERS 2100 y- 'seG / \ WHARTON STREET, SUITE PARKING AREA TREES 6 6 700 TEL 412 (1/400 SF, REQUIRED LAND AREA) ( ) 381-1122 \\ �tl�. ° I�E1\�_/ i\ �•\ \V , 0� PERIMETER LAND AREA t5 ts` FAX (412) 381-1123 �(, \ �,L_y_'f pBIjG1 0 0 WIDTH 0 POOL AND HWY.26 ,1 �' / i ,'• i'-,0 ll, ��) 4 e1J Pn�,<� ,y� 51'3 58------y/ 600 / \ ice I SITE LANDSCAPE AREA 15X 379 F1� �/ II NON-VEHICULAR OPEN 7 7 REVISIONS: SPACE TREES /y 1/ „s3 e' 9/ �' \� �,•. r PERIMETER LAND AREA 10' " SYMBOL Ott, COMMON NAME BOTANICAL NAME SIZE COMMENTS WIDTH 0 ADJOINING PROPERTY 10 PERIMETER TREES® 10 \ \ LARGE TREES ADJACENT PROPERTY(1/50 LF.) tO \ 80 9 BURR OAK QUERCUS MVHLENBERGII 3'CAL• MIN.5?SPREAD AT IHT.AT NSTALLATION ION CALSINGLE STRAIGHT TRUNK,8 do 0 OR CONTAINER CROWN LE 12 LACEBARK ELM DUALS PARVIFOLIA 'LACESARW MIN. 12'HT.AT INSTALLATION J/ \ 3"CAL MIN.5 SPREAD AT INSTALLA11ON LAYOUT COORD: ZF SINGLE STRAIGHT TRUNK,8&0 OR CONTAINER GROWN SO 11 WESTERN SOAPBERRY SAPINDUS DRUMMONDII MIN. 12'HT.AT INSTALLATION PLANNING MGR: T.E. C \ \ \ 1 % .. 3'CAI. MIN.5'SPREAD AT INSTALLATION CASE NAME: CYS PtW1M+Ci 1 / SINGLE STRAIGHT TRUNK,B&8 OR CONTAINER GROWN CASE NUMBER: aro1-m ��\ \`\ \, \., '�--�' •1 I i -/ SRO 5 SHUMARD RED OAK QUERCUS SHUMARDII MIN.12'HT.AT INSTALLATION LOCATION: 3701 IRA a WOOD AVTRUe DRAWING BY: 7_F f ` 3"CAL MIN.5'SPREAD AT INSTALLATION L071 BLOC AMBITION OF GRA MNE DATE: 31 AUGUST 20 m i \ DI MAYOR SECRETARY ��-"+�:.�� '�M i^,Ijg SHRUeS AND GROUNOCOYER JOB NUMBER: 29061 DBH B4 DWARF BURFORD HOLLY ILEX CORNUTA'BURFORDII NANA' 5 GAL. FULL UNIFORM HEAD DATE` TITLE: CAG 229 COMPACT ABELIA ABEUA GRANDIFLORA'COMPACTA' 5 GAL FULL UNIFORM HEAD MIN.36"HEIGHT ABOVE FINISH GRADE AT INSTALLATION 3'OC. iV DCM 24 CRAPE MYRTLE DWARF LAGERSTROEMU INDICA 5 GAL FULL UNIFORM HEAD PLANNING AND ZONING COMMISSION LANDSCAPE PLAN MIN. 18"HEIGHT AT INSTALLATION Y OC, ^/' IHWE 29 WHITE ENCHANTRESS INDIFN HAWTHORNE RAPHIOLEPIS INDICA'WHITE ENCHANTRESS' S GAL FULL UNIFORM HEAD MIN. 18"HEIGHT AT INSTALLATION 2'OC, CHAIRMAN THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS , HACb 50Ht"5rN SHEET NUMBER: t N i6 NANDINA NANDINA DOMESTICA 5 GAL FULL UNIFORM HEAD 8213 SHOAL CREEK BOULEVARD, SUITE 107 j �`, I MIN.30"HEIGHT AT INSINIATION 3'OC. iC AUSTIN,TEXAS 78758 L SS 3 SNOWMOUND SPIRAEA SPIRAEA NIPPONICA'SNOWMOUND' 5 GAL FULL UNIFORM HEAD DATE N�f 4f� TELEPHONE: 512.458,4126 J-- :tAQE� MIN.30'HEIGHT AT INSTALLATION 3'OC. 5 h7 HAS JURISDICTION OVER THE INDIVIDUAL LICENSED TJ 86 TAM JUNIPER JUNIPERUS SABINA'TAMARISCIFOUA' 5 GAL, FULL UNIFORM HEAD mffu—a,— UNDER THE LANDSCAPE ARCHITECTS REGISTRATION VICINITY MAP 0' 30 60' APPROVAL DOES NOT AUTHORIZE ANY WORK IN LAW, ARTICLE 249C, VERNON'S TEXAS CIVIL AI 500 ASIAN JASMINE TRACHELOSPERMUM ASIATICUM 1 GAL 72'OC,FULL IN POT CONFLICT WITFI ANY CODES OR ORDINANCES, STATUTES. N.T.S. PREUMINA SC 1,300 SEASONAL COLOR SEASONAL COLOR 4'POTS B"OC, FULL IN POT COMMENTS: TURF COMMON BERMUDA GRASS CYNODON DACTYLON SCALE: 1° = 30' NOT RELEASED FOR CONSTRUCTI DEPARTMENT OF PLANNING SERVICES Carter==Burgess Consultants In Planning,Engineering,Architecture, Construction Management.and Related Services CARTER & BURGESS, INC. 3001 MEACHAM BLVD. SUITE 200 FORT WORTH, TX 76137 TEL (817) 222-8500 6'-O"TYP. FAX (817) 222-8550 COPYRIGHT 02001 CARTER AND BURGESS -.---3=-6"TYPE--..� 3" MULCH CONSULTANT: 2'-0"TYP. 12"PREPARED SOIL a STEEL EDGE } FINISH GRADE TURF o TURF PLANTING BED FINISH GRADE FINISH GRADE 3" MULCH /2 PARKING NOTE: CURB - INSTALL PER MANUFACTURER'S II-I� II y MIN RECOMMENDATIONS AS 1= - SHOWN ON DRAWINGS- -�1/8 X 4"STEEL EDGING 11 - -I I �-SCARIFY EXISTING SOIL - I ( II 16"STEEL STAKE AT 5' O.C. I( I I 1=1 I=I1 UNDISTURBED SUBGRADE SEAL: n�-- NOTE: UNDISTURBED I_ SUBGRADE PLANT SHRUBS USING TRIANGULAR SPACING WHERE APPLICABLE TYPICAL STEEL EDGE DETAIL 2 SHRUB PLANTING DETAIL "•,•E"s NOT TO SCALE - NOT TO SCALE I pos 079E.,N�P TREE TRUNK TREE WELL NOTES: cv 2'X 2"VERTICAL STAKE 'TEMSTAKPORARY TREE WELL. AND WO FFFIII „ae"v ONE FUL GROWING SEA TO BE EMOVED LAAFTER —2"X 2 CROSS BRACE • TREE CALIPER MEASURED ABOVE TOP ON 04" TREES CALIPER AND 12 LESS THAN " FOR TREES 4"CALIPER AND STOP E NUIVIRR 3708 GREATER. V�, APPROXIMATELY ONE THIRD OF THE SW CORNER OF BRANCH STRUCTURE SHALL BE REMOVED BY THINNING BUT THE NATURAL STATE HIGHWAY 26 CHARACTER AND GENERAL SHAPE OF AND TREE TRUNKS •THE TREE SHALL BE PRESERVED. POOL ROAD TREE TRUNKS SHALL IZ SECURED D CROSS BRACE GRAPEVINE, TEXAS —TREE WELL s USING 70 TRUNKS SHALL STRANDED WIRE WITH 1/2" \ I.D. FLEXIBLE PVC HOSE TO PROTECT TREE TRUNKS. DEVELOPER:2"X 2"VERTICAL STAKE WRAPPED TW117HTEPLASTIC TUBINGBOCE -2"X 2" CROSS BRACE PROTECT TREE TRUNKS THE GUSTINE COMPANY /- 2"X2"STAKE BIRMINGHAM TOWERS 2100 TREE TRUNKS SHALL 12" KRAFT TYPE TREE WRAPPING MATERIAL WHARTON STREET, SUITE SECURED TO CROSS BRACE MIN.ACE � � 2"%2"BRACE SECURED WITH 1/4"CARRIAGE BOLT 700 TEL (412) 381-1122 USING 10 GAUGE GALV, - STRANDED WIRE WITH '\ 3 7P. ._.- TREE STAKES SHALL BE EMBEDED A MIN. OF 3' IN THE FAX (412) 381-1123 1/2 L0. FLEXIBLE PVC 2' X 2' TREATED PINE CROSS BRACE FNISH GRADE HOSE TOPROTECT TREE .� WRAPPED WITH PLASTIC TUBING TO GROUND AND SHALL HAVE CROSS BRACING AT 4'-6" TRUNKS PROTECT TREE TRUNKS y ABOVE FINISH GRADE. - - `�----2 /S4 "GAIV. CARRIAGE 41 y THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS 7 j TYP. EA. CORNER `� 8213 SHOAL CREEK BOULEVARD,SUITE 107 2U d yY''' AUSTIN.TEXAS 78758 REVISIONS: M DARK 2"TREATED PER TREESTAKE, STAINED , �- 3"TEMPORARY TREE WELL TELEPHONE: 512.458,4126 SAUCER AROUND - �� HAS JURISDICTION OVER THE INDIVIDUAL LICENSED -TREE WELL 3" MULCH UNDER THE LANDSCAPE ARCHITECTS REGISTRATION > 2"MULCH BACKFILL PLANTING \ -- ROUGHEN SURFACE TO LAW, ARTICLE 249C,VERNON'S TEXAS CIVIL PIT WITH PREPARED IMPROVE ROOT PENETRATION Nd t- II-- —BACKFILL PLANTING PIT WITH PREPARED PLANTING SOIL MIX PLANTING SOIL MIX AS SPEC'D AND SATURATE WITH WATER TAMPED TO PREVENT N. SATURATE WITH WATER TO EUMINATE WHEN PLANTING TO ELIMINATE SETTLEMENT NOTES: VOIDS VOIDS —. TREE LAYOUT COORD: ZF • TEMPORARY TREE WELL, STAKES AND CROSS UNDISTURBED SUB-GRADE CENTERED BRACE TO BE REMOVED AFTER ONE FULL IN NOTE CASE NAMEI 4vS PFNR)AWY PLANNING MGR: T.E. GROWING SEASON CASE NUMBER. CMI-33 • APPROXIMATELY 113 OF THE BRANCH LOCATION- 3701 IRA E.WOOD AY DRAWING BY: Zt STRUCTURE SHALL 6E EMUE REMOVED BY THINNING, LOT/ MOCKI SHAPEHOFNTHERTREE SHALL BE PH 4v3 OF F DATE: 31 AUGUST 2C MAYOR SECRETARY JOB NUMBER: 2906! 3 MULTI—TRUNK TREE PLANTING AND STAKING DETAIL 4 TREE PLANTING AND STAKING DETAIL DATE, TITLE: LANDSCAPE NOT TO SCALE - NOT TO SCALE PLANNING AND ZONING COMMISSION DETAILS CHAIRMAN SHEET NUMBER: DATEI SHEEA_LF,- 16 of 19 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR COMMENTS: ORDINANCES. PRELIMINA NOT RELEASED FOR CONSTRUCTI DEPARTMENT OF PLANNING SERVICES .%E1 a0 n,BEs RETAIL '1'aro IIWKs s•om)L POST 14tlrY. Px /--�EXIpL Post /" �11'"3 iMPVI�"t�Q"SS FIXTURE L 'F COMPARISON (CUT TO Cmm RETR / (NOTE: PROPQ LAYOUT ON 72"FlXTURES ucTu tAaz cam 1 R. RE�0�R SIDEIIIALL UIE ixAAFRFENURE PROPOSED 85'X 128' PROTOTYPE' Usm"AtL E CanxKtonb M PlonnNq Enyl W p A ch t«twq RO AR FOOTAGE LINEAR FOOTAGE Mane T .+RMotW 1s BACK PA WALL LINEAR FOOTAG WALL LINEAR FOOTA b x w XOoo STRAPP I FIXTURE WTUNE 3001CARTMEAER CEHAAM BLVD. INC. 411 (NOT INGL.WALK-IN) INCL 22'OF COOLERS k '` PRowEO t WSTAtLEo (KERB TO RAM SUITE 200 it32 L/F 172 l/F " w z ttm`°tao gruNUK To�eE KaTRuiu� FORT WORTH, TX 76137-4608 GONDOLA GONDOLA , 1 4A FORK POST TEL (817) 222-8500 LINEAR FOOTAGE LINEAR FooucE Y Y 7 Rx REGESTER LOCATION PLAN FAX {817) 222-8550 444 L/F 876 Lf r-u 4'-0' LOWBOYS LOWBOYS k TIRE FIXTURE I.s Knao F-1 SCALE: NTS CONSULTANT: 4 4 KEr oa Lxsnac WALL a°RYD+�,T,R.cT"wSTutED z,-t CHECKOUT TOP AISLE MARKER AISLE MARKER �o CARD CARD 1.3 WOOD tSo WEAN. a+ I DIPRODUSPLAY RETAILDISPLAY LINEAR FOOTAGE LINEAR FOOTAGE 3 SUSPENSION DETAIL 4 SUSPENSION DETAIL ': tutu✓£SIAPpTC E,XNgE SASE 114 L/F 140 LF F-) SCALE: NTS F-t SCALE: NTS .,x, turl y 6' ENDCAPs ENOCAPs FIXTURE SUPPORT FIXTURE SUPPORT A '� �. ZB 30 5 AT WALL DETAIL 6 AT WiNDOW DETAIL 2-i/YOUL KOSTER(T1P)HOLES TO w r-s F-1 SCALE: NTS F-i SCALE: NTS nosiBi on T Q REGIS"(TV) 4 SSCU SSGU DRU Tw.(TIP) BAGG RACK CHECKOUT SIDE 2 2 (_- NOTE: 8 24'-4"`CHECKOUT REGISTER PLAN THIS PROTOTYPICAL FIXTURE PLAN SCALE: t/4'- r-o• ®° IS FOR PRICING PURPOSES ONLY. STORE AREA CALCULATIONS A SITE SPECIFIC FIXTURE PLAN MERCHANDISE SALES AREA: PHARMACY AREA: UPPER FLOOR AREA: j i (F-1P) WILL BE PROVIDED FOR FIXTURE LEGEND 8.807 S.F. 875 S.F. 1,521 S.F. 1 t mLEaaoKG TIM os-lr-sa EACH PROJECT. SERVICE S.F AREA., REC 887 S.F.IANG REA: SUBLEASE AREA: ( ( I(t ( F51 ®RECEIVE OUTLET 0 8 BASKET RACK 1 1 © COMMUNICATION JACK �- AISLE MARKER SEAL: w/LETTER NDICABNC TYM ® SHOPPING BASKET 1 T=htEPHONE,P=P.0.S f10tDER D=DAT 4 TAMRi 4 K.T. WA I K ,Uf 1a SNACK 4 I 2 PF+PONfR FAkURE k w hgC'ti h \ F71 //j .1y ALs h 4'n r ;4' RY W b 1' IE A y I - ; BY UR ERSPPUED T--y 48Ai SORAGE BT SHELVING o w• QF FIRE EXTINGUISHER �/TIRE INDICATING L- \ \ // ANNIHG N. (\'1' USE.Aa9RENATEO iT'Of TEi,T OOM 84•XI3•UNIT FOR IIELIS LISTED BELOW. TAR ERY ' PEG MERCHANDISE ORGANIZER R /I 1// 2•FRiS ND a ' i BO ETU� /! y a'-o• .::, � 77LE/CAN RETURN O.S.-OVERSTOCK {'-��7J 4'>t r AREA NIH. { 'I 4'BASF '+ '' I EMPTY'MAY AREA 4'x 4 AREA MIN.144 H MTWKWR S4'HOME 17HEAO E 9 EMPLOYEE LOCKERS �'" COAT RACK UPPER DECK FEMININE ::.;: 1rBASE .�..;. Cv Y+1.& MOP ORGANIZER I �STORAGE SYSTEM T,I M AI a UPPER OOR o El 20TNCONTINENCE S/ FILL FOR Rx 4. » NN I ® DRAW O W 5l Fixf n n1�1(r��\n 1 2 i'-i' _ Ill =I EG-' � µ-,�n SECURITY CASE �( ���HEAVY DUTY �('(JC����`o j�v C\/•/ i N Y-r I 36 ORAL xi�A� ^:: PROMO UNITS 1J11 TEXAS F 1 i ( j yyy 4••••OK 4•`A.••,D V' (D FIXTURE TAG STM RACER 3708 L J v o a• r i•1:. I r4•.r. li. z 12' tO. 4•A HWY 26&POOL &ACCA VUOeBATTERI ix'FRAMEShALBUMS HANGING SIGN TRIANGLE � GRAPEVINE, TX 76051 r-s x EN SEASONAL s e \ SHELVING MANUFACTURER b I o-_ i PR A ; + { 1 (� ( CASE NAME: CVS PHARMACY DEVELOPER RACK (9 ,p I CASE NUMBER: Cu01-a8 THE GUSTINE COMPANY ® 9 j I I j LOCATION: 3701 MA E WOOD AVENUE BIRMINGHAM TOWERS 1 1 Lon erKo 2100 WHARTON ST. SUITE 700 CVS ADDITION OF GRAPEVINE IV Ir-s' r-3 1 1 PITTSBURCH,PA 15203 4 4 A 40'CANI MAYOR SECRETARY if 1 1 >o TEL(412)381-1122 W R 'HOUSE ° �_ III FAX(412)381-1123 a&UAS �ARES B• SEHOLp e'BUL8&W1RE N 4 4'5ALON CAR I �11 I . DATE: i t('\'�r"hY m 4•-y »4'PUFPS 'HAI MUNG 24' iMN,c °R - I( ` `z: REVISIONS: OF a 4nss A 45 Plift Id-or.BPET A4 S Id-or I� II PLANNING AND ZONING COMMISSION G 4OSKIN CARE R7 1 I I L I 10/02lOt REVIEW h 0 I.'-� Y-a' 2.' CLEANERS u' ,M - I4:11 I I i CHAIRMAN Ir I iI I 4 BABY DIAPERS •' — (� }. —y DATE: /L I ^s.CdWKCol.bl i �y a'BABY » » 3 NNEEWSP PggR .A'lEEli.,�pF,•._._ LAYOUT COORD: PMD N F mcc•�Y I9' 8'COSM.PR PA s i•-C i'-1' D APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT PLANNING MGR: SCR <� i k SSCU as CD. WIN ANY CODES OR ORDNANCE& Is t1VE DRAWING BY: SAC B'L Eccg Bogcs' b DATE; 21 SEPTEMBER 2001 --TIT El 1L" > 4'VS HO UNV.17fT1 N 4' 6'n T i" M 4' RAGRANCES I A I DEPARTMENT OF PLANNING SERVICES El XT N F7(T 12'EODORANT 4' SM A W MA D .Toe NUMBER: 290603 TITLE: El MERCHANDISE PLAN 6 SHEET NUMBER: ,x z UPPER FLOOR FIXTURE PLAN &Aft FIXTURE PLAN dqk F-1 F-1 SCALE 1/a"+t'-o" F-1 SCALE: 1/8••I'-0• +C0161 ONN.USE RE4UEST C1101-SS IS A RECUEST TO ESTAAI�N A RETAX 6R STORAGE MW- CONSUM,AND O W OFF-PROM NEE- - 1 TWIN FORT POLE SIM, COMMENTS: S' F NOT RELEASED FOR CONSTRUCTION 8 PREFWSHED METAL SKN AREA 1/2'FR MID BEYOND ROOF LINE A-4.T CCPINO(hP.) 13188 SF. (SHOM1 DhSf®) (TYP. WTLWE OF RN Et METAL SIGN PANEL BEND SCNACE —' Et ^— ---.---- — ----------- — GYP-) ATTACHED TO BRICK---_)— — ga+AREA EXTERIOR WALL PACK SIGN AREA BRICK Sa M C EXTERIOR FINISH SCHEDULE ��"Bud ca E3 i ( 14.84 SF. tams-SEE ELECT. 2525 SF. (TYP.) cwwuma n PNnMq,g q�.. 6DMCS.,TYP. TAG MATERIAL DESCw710N Mm STYLE CAL NO.I COLOR NOTES `o VL Ut ManuWm t.Yn6 Rd4W SwAIIu EL EFS STO PRIEMIER SYM SLCCUT IN 1I404 1.5 MAE SEE SPECIF1CARa1CARTER � ! — L INC. ''- L_ O EFs STO Ptff1�R SYSIBJ SLCO)T 137 C MRTE 1.5 TEKIURE;SEE SPECIFICATION 300t ME &HANBURGESS, LW f ! s s 48 SF. -a41 Q EFS f1BOD SUITE 200 T, _-__--- _-_- �.WUT w7 lamW 1.5 XMIRE,SEE SPECM70 FORT WORTH, TX 76137-460E sro P1tELIER sYsrELt }) i I ` "•:):::"' ..;;,; " `>.''.. E+ EFS SR)PREIDR SYSTEM SI=IT 137 Im la/567 TEL (817 222-6500 Es t.5 WINE,SEE SPECIFICATION FAX (817 222-BS50 i ® C SOLDIER PINE HALL LL B CLASSIC SERIES PIANTAM am_ - i 5 COtJIt`£ E3 E5 I EB PANT pOLUX PAW M WTCN B1aac�. CONSULTANT: .7 `-� 1'-4' - .. ------•—'- —.�•� O PANT DIM PAINT TO MATCH RoI _ TP. _ E5 L ® PANT W) OSHA T1p Fat ALL PFE BOLLARDS COURSE '0" F5 TY aaac sa TER PILASTERS TO BE rFEE GRADE)III DRIVE TtM LEGEND COURSE OW-) E5 ROKOCK SE). T1P. Om(T j RIMING STET BONTYPICAL �) COLSE E9 B�OIlARDS TOTAL SIGN AREA,AT UNLESS 011ONSE NOTED FRONT ELEVATION fl! SIDE 181.23E p _ RUM TO WERIOR Fitt SCHEDULE t .1'-0R PRDSIMILAR METAL SO4 PANEL E1 ES BEIM SIGNACE � �.�� '3&�SIGN� (WAN MSL0) 8 AiTAaffO Tb 6RIIX MP') ROOF LINE(TYP.) '.... BRICK SOLDIER COURSE E7 PREAMSHED META. SIGN AREA - OUTLINE OF SIGN AREA El (TTP) COP[JG(TYP.) 2i25 5<. RN cm.) 14A4 SF. M25 ' r ---- r— F2 `.L _ J,s.!•.:;" _ MSIBLE Arm LE6�E P TION TO uut�ae MAN r.?-C._"-. ;1,..• ROAD-MN.EE Fl ON Ca7TRA514m CANOPY ES _ •L (GOWN fWff I M LOCAL FIRE MARSHAL) MARSHAL) :1SOLDIER COIJRSE SEAL: nP. E2 x U AqC� am SOLDER COUlm as (M') E8 BTYP ENCLOSURE OUAImS BEYOND SOLDIER C.J. ES G1 ® �SfAL789 PLASM TO BE ROW-OCK `5 BONDt BRIG( � _5 ITN') s Oi} � COURSE TYP. E 3 RD Lnoac:at. RgADCJt coutsE piT "� 2 LEFT SIDE ELEVATION -TOTAL SIGN AREA, �s/—U E wog Y„ Es 1 GY JJrasacnoN PLAt(31AS@ FROM -4.1 SCALE 1/6'.1'--0' LRWT SIDE 189.0 SF. 00AL FRE DEPARTMENT.NOWT PER . eRE TIED STEEL ANaE KK990E1;R ROOF SCt�.. E%tERIOR MALL PACT( ED.. e-S' Et RF:STRUCTURAL(TYP.) RE III(TYP.) UGH15-SFf ELECT.TYP EQ sS BRICK SOLDIER PRMNISEIED METAL ROOF LINE rjjjOUILNZE OF E3 COURSE(TYP.) COPNm(TYP.) (TYP.) J RPJ(tYP,)i — .,: —._— E4 .. .. _—•_--- _ 1 1 =5 phammy -- ------ --- _ — — ------- ------ -- -- TEXAS 1 E4 Aye i 08I ' _._. ..--.. E3 S1iOF'�MJh� CONDUCTOR HEAD NiM _ C)v DOMNSPWT(IYP.)EB E5 — DUFJECR DIRECTIONAL HWY 26$POOL SOLDERCOt UGHT-SEE DUCT. BY DOW E2 E3 GRAPEIINE,TX 761>51 i t E 1A7'FIR Pffi)BEYap CL4PACIDR/GAIE ES l , TYP.• - =i Pow DA9ED) VG1L.1V!-QM - �. ;I s ENLARGED SIGN ELEVA11ON ROTMDCX - - COURSEi A-4. SCALE t/� THE(1Si1NE COMPANY ° B@2MiNGHAM TOWERSI 2100 MARTON ST.IS UITE 700 No OUR SOLDER ODURSEX PITiSBURG1i, PA 15203 � COURSE(IYP.) COURSE TYP. RUNNING BOND TYPICAL, EB Rpm mp� E5 T�� �_SEE SIGR AREA Eg 6oU,ypg TEL C,412�381-1122 UNIUM OTNERYASE NOTED RE PUJMBNG off ELECT. 8.3f SF. TIP RIGHT SIDE ELEVATION �DOWSPOUT fAX{412)361-1123 A-4.1 SCALE- i/B•-t'-0' STEEL ANGLE KICKER I TOTAL SIGN AREA, i. RE SIRUCNRAL(TYP.) LEFT SIDE L31 SF. _Ell `� 3'-8" 4•-1' EA. REVISIONS: �' E7 PRETINIS(TED METAL BRICK SOLDIER OUTLINE OF Et I FR P1M)BEYOND AOOFLaJAL SKIN AREA _4 COPING(TYP.) COURSE(TIP.) RN(M") (SfE E VIM) AT FRatT.'S�DE 1&3 SF. ROOF LINE(TYR) E3 WN AREA ES .• - ,-, 7.08 SF. — —L'--)— ----__:..L1--' — ——————— �` — --- ----- 4, LAYOUT COORD- PMD CONTROL JONT- .. " ?t PLANNING MGR: q SCR -=-- 1 SEE i/A-51 CONTROL JOINT- - OEM SEE I/A-RL2 SOLDIER DRANING BY: SAC Ca1RSE DATE: 31 AUGUST 2001 Yt & - JOB NUMBER: 290603 ROIILOCKCANOPY T Cava �/ - ,1 �/ BRICK SODER NULL CUM x _ ('�) 6 FRONT ELEVATION w 24hrs EXTERIOR ELEVATIONS j EB ENCLOSURE BEYOND COURSE EB Ea aCUAR05 RON= -4•. SCAIFJ t/8" SH COURSE 11P. TYP COURSE EE7 NUMBER: 4 REAR ELEVATION roTa slcN ES USE TES DETAIL Y ST1XtE R L REAR SIDE 7.06 SF Is 24 HOW VEIWYW IF REII a A-4.1 SCALE: 1/B•- -O' DETAIL F NOT A 24 MIR S1aiE COMMENTS: ; ____ NM—1 COLORS MATERIALS PRIMARYSIGNAGE Faces:White background with red copy. -Faces:White polycarbonate overlaid Copy has black outline. with 3M 230-42 red vinyl.Copy outline bI onum ent Sign Main Cabinet,Top Cap and base:Seawolf is 230-22 black vinyl. OUBLE FACED gray. -Main Cabinet: .063 fabricated,painted •Main Cabinet Retainer: Colonial White. aluminum. INTERNALLY ILLUMINATED -Main Cabinet Retainer: .125 aluminur SQUARE FOOTAGE: 2 2.4 6 •Top Cap: Molded foam,dryvit finish. -Base: .090 fabricated,painted aluminun he lmonunient sign is used where site or code restrictions prevent use of a full size pylon. 5'-6" N - --- 4" cabinet face i • __ ----- 3" removable retainer pharmacy J • _._.._....__.__... ?'-11" tall x 4'-4" wide 4 DRIVE-THR U r o actual visible opening of "' illwninated sign face. (12.64 sq. ft.) COLORS MATERIALS PRIMARY ' Faces:White background with red cop}. -Faces: White polycarbonareoverlaid Cope has black outline. with 3_,%1 230-42 red vinyl. Cope outline I�'fedium Pvlon is 33U-22 Ulack vine 1. Main Cabinet and Top Cap:Seawolf gray. Main and Message Cabinet Retainer: Main Cabinet: .OG3 fabricated,painted LE FACED Colonial\Vhitc. aluminum. INTERNALLY ILLUMINATED •Steel Supports: Colonial \White. Main Cabinet Retainer: .123 aluminum SQUARE FOOTAGE: •Message cabinet faces: Alternate from Message cabinets: White polycarbonate red to white backgrounds with contrasting faces. Red faces overlayed with 230-42 50 SF Main Cabinet white or red cops red vinyl,reverse weeded copy.White 20 SF Appendages faces with 230-42 red-,in}I copy-. Fabricated,punted aluminum cabinet and retainers. Top Cap: .Molded foam,drvvit finish. 9'-1 0 3/8" 8' 11 5/16............. M i N I t �II 1f7 I pharmacy i 1 Hour Photo O V I " •�� 5'-6" I I I z MEMO TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL, AND THE PLANNING & ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER/)?-/ MEETING DATE: OCTOBER 16, 2001 SUBJECT: FINAL PLAT APPLICATION LOTS 1 AND 2, BLOCK 1, CVS ADDITION (BEING A REPLAT OF LOTS 1, 2 AND 3, BLOCK 1, SH26/POOL ROAD ADDITION) $t PLAT APPLICATION FILING DATE....................................................... October 9, 2001 APPLICANT............................................. Mr. Tommy Pigg, 9.5 Pool Road Partners L.P. REASON FOR APPLICATION ................................Platting site for the development of a retail pharmacy PROPERTY LOCATION ............ Southwest corner of State Highway 26 and Pool Road »„ SITE ACREAGE ................................................................... 11.25 ZONING................................................................................... HC, Highway Commercial PO, Professional Office & CN, Neighborhood Commercial NUMBEROF LOTS........................................................................................................ 2 PREVIOUS PLATTING ..........................................................................January 5, 1999 CONCEPTPLAN......................................................................................................... No SITEPLAN ..........................................................................................................CU01-55 OPEN SPACE REQUIREMENT.................................................................................. No AVIGATION RELEASE .............................................................................................. Yes PUBLIC HEARING REQUIRED ................................................................................. Yes PLAT INFORMATION SHEET FINAL PLAT LOTS 1 AND 2, BLOCK 1, CVS ADDITION (BEING A REPLAT OF LOTS 1 THRU 3, BLOCK 1, SH26/POOL ROAD ADDITION) 1. GENERAL: 1. The applicant, Mr. Tommy Pigg with 9.5 Pool Road Partners, L.P., is platting this site into two lots. The applicant proposes to develop Lot 1 with a CVS Pharmacy store. The remaining lot is for future commercial development. 2. This 11.25-acre site is located at the southwest corner of Pool Road and State Highway 26. 3. A portion of the site is currently being used as a cross tie storage facility. The remainder of the site is currently undeveloped. II. STREET SYSTEM: 1. This site has restricted driveway access to State Highway 26 via an access drive with limited right turn movements into and out of the development. This site also has an access drive along Pool Road. 2. The developer will construct the following: • a new left turn bay for northbound traffic on Pool Road entering the single drive along Pool Road. • a free right turn lane for southbound traffic on Pool Road entering the single drive along Pool Road. 3. There is approximately 0.057 acres of right-of-way along Pool Road being dedicated with this plat. 4. The developer has proposed to dedicate right-of-way along State Highway 26 for the future widening of State Highway 26. III. STORM DRAINAGE SYSTEM: 1. This existing grading directs the surface runoff flow in a southwesterly direction to Big Bear Creek. 2. The development of this site will require an extensive amount of fill. A portion of Lot 1 lies within the limits of an existing FEMA 100 year floodplain boundary and removal of this designation from Lot 1 will require a LOMR from FEMA. Lot 2 falls within both FEMA floodplain and floodway limits. A Conditional Letter of Map Revision (CLOMR)for Lot 2 will be required prior to any fill activities taking place. Upon completion of the fill activities, FEMA must approve a Letter of Map Revision (LOMR) in order for future development on Lot 2 to occur. 3. An amended plat must be submitted by the applicant upon receipt of the LOMR to relocate the existing 100-year floodplain to match the improved conditions. 4. The developer will be required to design for on site and off site drainage in accordance with the City of Grapevine Code of Ordinances. IV. WATER SYSTEM: 1. There is an existing 8-inch waterline with a stubout for this property provided within the Pool Road right-of-way. In addition, there is an existing 8-inch waterline located along a portion of the State Highway 26 frontage. 2. The existing and proposed water distribution system is adequate to serve the development of this site. V. SANITARY SEWER SYSTEM: 1. There is an existing 8-inch sanitary sewer line within the State Highway 26 right-of-way. 2. The existing and proposed sanitary sewer collection system is adequate to serve the development of this site. VI. MISCELLANEOUS: 1. Water and Wastewater Impact Fees are due prior to the release of Building Permits. The present fee for commercial development is $5,402.00 per acre. VII. STATEMENT OF FINDINGS: A. The City has determined that the dedications required for streets, utilities, drainage 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: 1. The on-site utility easements are necessary to provide for public and franchised utility service to this site and surrounding developments. 2. The on-site access easements are necessary to allow for public access to this site. 3. The on-site drainage easements are necessary to allow for storm drainage through this site. 4. The right-of-way dedicated by this plat is necessary to provide for the development of the surrounding transportation system. 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: 1. The on-site utility, access and drainage easements are consistent with the City's policies for easement dedications where there are existing utilities, where future utilities would be located, along internal driveways, and along necessary drainage patterns. 2. All of the dedications benefit the development to at least the extent of the impact of such on the development. 3. The right-of-way dedicated by this plat will allow for the development of the surrounding transportation system. Vill. RECOMMENDATION: 1. 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 Application of Lots 1 and 2, Block 1, CVS Addition." JLH/cst 08/23/2001 14:17 5728554204 PAGE 02 08!113/2801 11:13 817-410-3003 CITY OF GRAPEVINE PAGE 16 APPLICATION FOR PLATTING CITY OF GRAPEVANE, TEXAS TYPE OF PLAT: Prelimina[y Final X Reptat. Amendment PROPERTY DESCRIPTION: SH 26 l Pool Road Addition Name of Addition; Number of Lots:. �-- Gross Acreage: ' Proposed Zoning:p0 GN HG (.wation at Addition: Southwest corner of Ira E• . Woods and pool road PROPERTY OWNER: Name. Contact: ,Tommy Pool Road partners, Tommy Pi9g i Address: 2301 ;Cedar Springs #400 City: Dallas State: TX zip, 75201 Phone: j21 j gg0�009 Fax: J14I 880-0188 Si nature: r APPUCANT: . Norris: Gush nP Properties Contact:Robert Baldwin Address:600 Parker Square #275 CjW:. Flower Mound State: 1-- Zip. 75028 t Phone: 197� 899-4202 Far; , I97J 899-4204 Signature: SURVEYOR: Name: Marshall Lancaster Contact:Marshall Lancaster Address: 1864 N Norwood #E City: Hurst State: TX Zip: 76054 Phone: _J817I 268--8000 $17 268-8tOT, Fax: i l ,easelpI*t*tt* FOR OFFICE USE ONLY *t:+rtt�at**; Application Receiv d: `� I 't 10 By: -LCaCa- ��� . , -t-�--- Fee Art'nduriv $ LA I'4,3 0 Check Number: NAD- TEXAS O (PER R„ OWNERS CERTIFICATE TEXAS COORDINATE SYSTEM APPROXIMATE0"I. Al STATE HIGHWAY N0. 26 ~ -- -_ NORTH: 7018292,547 FIRM MAP No. WIDTH R.O.W.) STATE OF TEXAS EAST: 2389697.670 46439C0195O. (-RIA } -_-'��- H -�,_- \ - COUNTY Of TARRANT } FD 1/2•REBAR WHEREAS, TOMMY PIGG,VICE PRESIDENT OF 9.5 POOL ROAD, LLC,GENERAL PARTNER TO 9,5 POOL ROAD PARTNERS, LP, IS THE OWNER OF THOSE CERTAIN � •cRAFLw• C-i -,- TRACTS OF LAND SITUATED IN THE J.N. GIBSON SURVEY,ABSTRACT NO. 591,TARRANT COUNTY,TEXAS, DESCRIBED IN DEED RECORDED IN VOLUME------. _-- FO 1/2'REBAR 21.13' 10'UTILITY EASEMENT FD s/e•REBAA j aeD PLAsnc vs f•""- PAGE_____, DEED RECORDS, TARRANT COUNTY,TEXAS, BEING ALL OF LOTS 1, 2 AND 3, BLOCK i, SH 26/POOL ROAD ADDITION,AN ADDITION TO THE CITY OF PER CABINET A, FD 1/1 ll_BAR •ERAH GRAPEVINE, RECORDED IN CABINET A,SLIDE 4878, PLAT RECORDS,TARRANT COUNTY, TEXAS, FD I/V RE&R SLIDE 4878,PRTCT / N 15'09'00'W ---- -. FD s/B'RERVt - -'7 FD s/B'RE_ RED 6USDt W 24.06 TB7, fD 5/B PEBW f0 5/B'RE&Uf Fa x / cR,RUL1• ro 1/z'REBW N SY40'28"E a --------- ---- --- ---- f / MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: N 66'27'S5'EoPl 'c cw 20.80' C F- --j...., C-2 N 23'32'OS'W /51.97' N 62'OS'S5"E 21 _. .{'` -_-_ -�/ '14-` /568.28'17"E 1 yl -j II �\ 25.34' BEGINNING AT A 1/2"REBAR WITH RED PLASTIC CAP STAMPED -GRAHAM- 60FOUND ON THE MOST NORTHERLY RIGHT OF WAY CORNER CLIP OF THE SOUTHWEST .00' r------____`-- _ JIN rf --II-t- --- V/./ INTERSECTION OF STATE HIGHWAY 26 AND POOL ROAD. SAID POINT BEING THE MOST NORTHERLY CORNER OF SAID I--- -1--r- ------- 1------fti-- - 1 ----- --- \ FaDt/2•REB4t FD i C3' BAR 1�I 1 1 -� 60 0 60 120 180 L-'-'`-- ----_ J,_ 1 aED PLwsr wtftAHm' rD1 z REBAR -- ---- ED PusrK CAP LOT 1; N 66'7' _L_ __-_-__ _ _ --\n l I I PED/Punic cAR I ,¢ a-cRuwA• 2 55"E/ I ro I/I•REBAR 1 Fp 1 I REBAR YELUw - 11 10'UTILITY - �.--..-_--FD_t/z_REeAR 54.99 / j RED PVSIIC CIP _ _ -_--- --PVS_�ic cv Hum zNt �n e(III I CD t� � ADINE ERT PER )�- � THENCE ALONG THE SOUTHERLY RIGHT OF WAY LINE Of STATE HIGHWAY 26, SOUTH 68 DECREES 28 MINUTES 17 SECONDS EAST A DISTANCE OF 25.34 FEET TO GRAPHIC SCALE IN FEET 1" = 60' / w 1/r REBAA I-cRA'_t""---_- - 1 I CABINET A,SLIDE 1 Q s zrle'ze•[ 1� 4878,PRTCT 1 a w / A 1/2" REBAR WITH RED PLASTIC CAP STAMPED "GRAHAM"FOUND ON THE WESTERLY RIGHT OF WAY LINE Of SAID POOL ROAD; EDPL 511c CAP ..r - ,( _---- -T r.____ ____ ____ ___1W.50'_i-I 4 c`avl �`� ACCESS EASEMENT o W r'f/ I 2$'LANDSCAPE BUFFER AR1 I rr--I-s zrte'ze'E LOT 1, BLOCK I j w R' Q j I THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING 3 CALLS; /1 1 1 AND BUILDING SETBACK ( DtPASmBtlN+ ' 1 I I tDD..ss' / 82,780 SQUARE FEET I Zy Q�^ PER CABIN A, I 1 I m 7 7 EAST A DISTANCE F ii 6 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY, HAVIN A t0"UTILITY EASEMENT / 30'ACCESS AND UTILITY 1 'cw.Hw- 1 / OR i.90t ACRES 1. SOUTH i DEGREES 46 MINUTES 45 SECONDS DS CEO 55G 1709 PER CABINET A, I/ / I I EASEMENT PER CABINET A, �LIDE 4878.PRTCT IREBAR RADIUS OF 90D.00 FEET; t 15 UTILITY I 1 11 I RED PusrK CAP Tt•49'Js•E I SLIDE 4878,PRTCT II I I SLIDE#878,PRTCT ( ( ' EASEMENT PER 1 I to nl(11 -tRWAu' S tlT)7'02"E H Sa.14' y = s m 11 1 (To DE ABANDONED BY THIS \ CABINET A.SURE 1 II_ - 1 L 52.25 --�m 2. ALONG SAID CURVE THROUGH A CENTRAL ANGLE 21 DEGREES 01 MINUTES 11 SECONDS AN ARC LENGTH OF 330.18 FEET, BEING SUBTENDED BY A CHORD p j PUT PER NOTE 5) 4878,PRTCT 1 11 1 p 3 (To BE ABANDONED BY THIS 1 1 R 1'p ) LOT 1,BLOCK i, N le2Y D•w F" p m BEARING OF SOUTH 28 DEGREES 17 MINUTES 20 SECONDS EAST A DISTANCE OF 328.33 FEET 70 A 1/2"REBAR WITH RED PLASTIC CAP STAMPED "GRAHAM" I'w a 1 N ;SH 28/POOL ROAD 40,43' ! ' FOUND AT THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 820.00 FEET: S�' \ PUT PER NOTE 5) 1�_ \ �--- D_ 2 11 I \ \ / B 66'4Y13`NI ''4i 2 \,\ \ I ADDITION.CABINET BI USTA G II I I \ \ 4s.Do' ( Ig \ \ \ (' A,suE 4878, umltt 1 0 ' 3. ALONG SAID CURVE THROUGH A CENTRAL ANGLE 04 DEGREES 09 MINUTES 49 SECONDS AN ARC LENGTH OF 59.59 FEET, BEING SUBTENDED BY A CHORD CREEK 11 I 1 \ \ STORM SEWER \ 1� \\ \ 1 PRTCT EASEMENT L ' ro s/e' ¢ BEARING OF SOUTH 36 DEGREES 43 MINUTES 02.SECONDS EAST A DISTANCE OF 59.58 FEET TO A 1/2"REBAR WITH ALUMINUM CAP STAMPED "MLA RPLS 4873" !\ TRACT A,RESERVED FOR ,i \ PARK DEDICATION 11 1 \ \ EASEMENT \ \ \\ \ 1 1 s sBras•z.•w 7 REBM SET AT THE MOST NORTHERLY CORNER OF LOT.4,BLOCK 1, OF SAID SH 26/POOL ROAD ADDITION; I l 1A I z0.4J• SITE SH 26 EASEMENT ROAD 11 \ \ \\ \\ \ 15'UTILITY 6.J5' I y ADDITION,CABINET A, 11 I 1 \ \ / LOT 3,BLOCK 1, \ I THENCE ALONG THE NORTHERLY LINE OF SAID LOT 4, SOUTH 48 DEGREES 56 MINUTES 41 SECONDS WEST A DISTANCE OF 393.00 FEET TO A 1/2'REBAR WITH S ( \ I SH 26 POOL ROAD L \ \ y 1 EASEMENT PER I U SUDS 4878,PRTCT 11 L- / \ CABINET&SLIDE ALUMINUM CAP STAMPED "MLA RPLS 4873"SET AT THE MOST WESTERLY CORNER OF SAID LOT 4; z 20NED:PO&CN I FD P_uuL"--, \ \ ADDITION,CABINET I\ h, \ \ I 4878,PRTCT 1 { HA JOHNSON p -1 A,SLIpE 4878, ,1,3 `\�\�,� \\ 3 11 - \' P11 \ 1 PRTCT �2\ \ \ I (TO BE ABANDONED 8Y THIS I THENCE ALONG THE WESTERLY LINE OF SAID LOT 4, SOUTH 41 DEGREES 03 MINUTES 19 SECONDS EAST A DISTANCE OF 189.68 FEET TO A 1/2 REBAR WITH r3 u, 11 1 --' \ \ \/ - -i -iI \� ^� I \1 PLAT PER NOTE 5) I ( ALUMINUM CAP STAMPED "MLA.RPLS 4873"SET AT THE MOST SOUTHERLY CORNER OF SAID LOT 4,SAID POINT ALSO BEING ON THE NORTHERLY LINE OF TRACT u5 GLIDE If �' LANDSCAPE SETBACK\ / \ PR HAR-- i�i -.--r \^ \\`\ I m I A OF SAID SH 26/POOL ROAD ADDITION; II \ PER CABINET A, \ \ I \��\ \ 1 1 I SLIDE 4878,PRTCT sos'4zw o o I THENCE ALONG SAID NORTHERLY LINE THE FOLLOWING 4 CALLS 2\BJ (TO BE AS BY THIS 1 \�- 1 \ \ \ i3.aD' 1 PLAT PER NOTE 5) 1 S 5322" ^w4s r 1 / 1. SOUTH 66 DEGREES 27 MINUTES 55 SECONDS WEST A DISTANCE OF 238.37 FEET TO A 1/2'REBAR WITH ALUMINUM CAP STAMPED "MLA RPLS 4873"SET; VICINITY MAP iIi ,� 53' \� \ ` \ 10'-.-APE SETBACK \ . I / 2. NORTH 84 DEGREES 30 MINUTES 09 SECONDS WEST A DISTANCE OF 159.83 FEET TO A 1/2" REBAR WITH RED PLASTIC CAP STAMPED 'GRAHAM"FOUND; 1 `� \ \ __ \, e PK HUL PER CABINET A .L,n NOT TO SCALE VI �F USE 4878.PRTCT / \ \\ i _ I I STREET RIGHT OF WAY / 3. NORTH 53 DEGREES 45 MINUTES 33 SECONDS WEST A DISTANCE OF 172.09 FEET TO A RAILROAD SPIKE FOUND; LEGEND 1j \\ J (TO SE ABANDONED BY THIS Is\ { DEDICATION B THIS PAi 11 I \ 1�"�"-^'' �(f" \ PUT PER NOTE 5) / \ \\ \ �I u� a�D Z<JJ SQUARE FEET OR t1 V J I \ _ \ 0,057 ACRES. / 4. NORTH 23 DEGREES 32 MINUTES 05 SECONDS WEST A DISTANCE OF 474.07 FEET TO A 1/2" REBAR FOUND ON THE SOUTHERLY RIGHT OF WAY LINE OF 11 I 15'DRAINAGE V / 1 1 10'UTILITY EASEMENT DJ'Bz i° - SAID STATE HIGHWAY 26; FOUND MONUMENT AS NOTED II I EASEMENT PER \ \ / PER CABINET A, \\ jD FOUND 10'LANDSCAPE SETBACK 11 I CABINET A,SLIDE / \ \ SUDE 4878,PRTCT s7zzls E / THENCE ALONG SAID SOUTHERLY RIGHT OF WAY UNE THE FOLLOWING 8 CALLS; PER CABINET A, I 4878,PRTCT LOT 2, BLOCK I / BE N 3J.11 1 SET 1/2 INCH REBAR WITH ALUMINUM CAP SUDE 4878.PRTCT I' I (TO BE ABANDONED BY THIS / \ t\ 407,349 SQUARE FEET (To pLATBPER NOTE THIS \ 6493 i. NORTH 66 DEGREES 27 MINUTES 55 SECONDS EAST A DISTANCE OF 54.99 FEET TO A 1/2'REBAR WITH RED PLASTIC CAP STAMPED "GRAHAM* FOUND; STAMPED " MLA RPLS 4873" (TO BE ABANDONED I PUT PER NOTE 5 OR 9,351 ACRES - W / / " (Rt) RECORD DATA PER CABINET A, SLIDE 4878 BY THIS PUT PER I I / 1 75U4-'1- NOTE 5) 1j 1 \ 11 t_s sg�4g�s"" 1 / 2. NORTH 23 DEGREES 32 MINUTES 05 SECONDS WEST A DISTANCE OF 60.00 FEET TO A 1/2"REBAR WITH RED PLASTIC CAP STAMPED "GRAHAM"FOUND: 11 / DRAINAGE BASEMENT\ / 30'ACCESS AND UTILITY 1 1 3. NORTH 66 DEGREES 27 MINUTES 55 SECONDS EAST A DISTANCE OF 151.97 FEET TO A 1/2"REBAR WITH RED PLASTIC CAP STAMPED "GRAHAM"FOUND; ENGINEER 11 / (SEE NOTE J) 1 / EASEMENT PER CABINET A, pCCE65 EASEMENT 1 OWNER LOT 2.BLOCK I, SLIDE 4878,PRTCT CARTER AND BURGESS 9,5 POOL ROAD PARTNERS L.P. It I ZONE AE / \�\I SH 26/POOL ROAD (TO BE ABANDONED BY THIS ZONE X 1 / 4. NORTH 62 DEGREES 05 MINUTES 55 SECONDS EAST A DISTANCE OF 201.78 FEET TO A 1/2"REBAR WITH RED PLASTIC CAP STAMPED "GRAHAM"FOUND; C/0 MIKE ALTURK 2301 CEDAR SPRING ROAD, II 1 APPROXIMATE LINE // 1 \ ADDITION IDE 48 8&RIP CT, ALIT PER NOTE 5) (NOT SHADED) t rD I/z'REBAR 3001 MEACHAM BOULEVARD, SUITE 400 II FLo00wpv AREA -may III��� 1 \ FIRM MAP RED Punic cw Fu s/B'REBAa 5. NORTH 53 DEGREES 40 MINUTES 28 SECONDS EAST A DISTANCE OF 20.80 FEET TO A i/2"REBAR WITH YELLOW PLASTIC CAP STAMPED "HZ"FOUND: FIRM MAP / N0.48439C0195 H •GUIuu• SUITE 200 DALLAS, TEXAS 75201 ( NO.48439CO195 H 30'ACCESS AND UTILITY \ 1 FORT WORTH, TEXAS 76137 214 880-9009 11 I EASEMENT PER caemET A, 1 1 APPROxIMAiEAUNE OF / 10'LANDSCAPE SETBACK it , 6. NORTH 15 DEGREES 09 MINUTES DO SECONDS WEST A DISTANCE OF 24.06 FEET 70 A 1/2"REBAR WITH ALUMINUM CAP STAMPED "MLA RPLS 4873"SET; ( ) SLIDE 4878,PRTCT \ \ EXISTING 100 YEAR -•�J PER CABINET A. 25'UNOSCAPE BUFFER (817) 222-8500 1 I (70 8E ABANDONED BY THIS \ FLoo0pU1N FIRM MAP SUDE 4878,PRTCT AND BUILDING SETBACK t ' 7. NORTH 56 DEGREES 31 MINUTES 56 SECONDS EAST A DISTANCE OF 21.13 FEET TO A 1/2"REBAR WITH RED PLASTIC CAP STAMPED "GRAHAM"FOUND AT t / PUT PER NOTE 5) NO.48439CO195 H (TO BE ABANDONED BY THIS PER CABINET A, 1 I 1 r0 aR 1 / \ SLIDE 4878,PRTCT } THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2944.79 FEET; �/ F� I SPIKE \ \ PUT PER NOTE 5) �_1-'' ',. DEVELOPER ER 1 \\ / \ 1 _ / B. ALONG SAID CURVE THROUGH A CENTRAL ANGLE 05 DEGREES 29 MINUTES 57 SECONDS AN ARC LENGTH OF 282.64 FEET, BEING SUBTENDED BY A CHORD \\ 1 \ \ / / BEARING OF NORTH 63 DEGREES 46 MINUTES 51 SECONDS EAST A DISTANCE OF 282.53 FEET TO THE POINT OF BEGINNING. CONTAINING 490,129 SQUARE FEET THE GUSTINE COMPANY \\ \ // 1 \ / - \\\ OR 11.252 ACRES OF LAND, MORE OR LESS. 210D WHARTON STREET, y \\ \. / 15'DRAINAGE 1\ t 39300 // /�o o \\ \\ y 30'ACCESS AND UTILITY 1 SUITE 700 Ar EASEMENT PER \ / \ \ 7 1 / NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: PITTSBURGH, PA u• \ EASEMENT PER CARNET A _ LOT 4.BLOCK 1, \ E \\ /� SLIDE 4878,PRTCT CABINET A,SLIDE \ \ SH 26 POOL ROAD ( NOT TO SCALE \ 4878,PRTCT / (412) 381-1122 " \\ \\ (TO BE pUTBPERONODE BS)THts (TO BE ABANDONED BY THIS 1\ \\ S gg56A1 ADDITION.AmE CABINET // \ THAT 9.5 POOL ROAD PARTNERS L.P.AND THAT GUSTINE PROPERTIES, INC DO HEREBY ADOPT THIS PLAT OF CVS ADDITION OF GRAPEVINE,AN ADDITION TO THE `< \ PLAT PER NOTE 5) \ / SLIDE PRI 1 CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS,AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE RIGHT-OF-WAY AND EASEMENTS SHOWN HEREON. NOTES I THE EASEMENTS SHOWN HEREON ARE HEREBY RESERVED FOR THE PURPOSES AS INDICATED, THE UTILITY EASEMENTS SHALL BE OPEN FOR ALL CITY OR \ \ (_,- ZONED:PO I S it-0T02'E I FRANCHISED PUBLIC UTILITIES FOR EACH PARTICULAR USE. THE MAINTENANCE OF PAVING ON THE EASEMENTS IS THE RESPONSIBIUtt OF THE PROPERTY OWNER. \ 1 a 1 5225 ^ r^ 1 NO BUILDINGS OR AUXILIARY STRUCTURES SHALL BE CONSTRUCTED, RECONSTRUCTED, OR PLACED UPON,OVER, OR ACROSS THE EASEMENTS AS SHOWN. SAID 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE \`' \\\ \\ --- I- : CURVE N0. RADIUS DELTA LENGTH CHORD CHORD BEARING I 0 f EASEMENTS BEING HEREBY RESERVED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES USING, OR DESIRING TO USE SAME. ANY CITY OR PLAT OF SH 26 POOL ROAD ADDITION, RECORDED IN CABINET $- \\ - \ o, 1 UTILITY I FRANCHISED UTILITY SHALL HAVE THE FULL RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY FENCES,TREES, SHRUBS, OR OTHER IMPROVEMENTS / \\ \ \ _ / C-1 2944.79' 0529'ST 202.64' 282.53' N 63'46'S1"E EASEMENT ! OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION,MAINTENANCE,OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON THE A. SLIDE 4878, PLAT RECORDS, TARRANT COUNTY, TEXAS. \\ \ ,- \ 'm / C-2 2944.79' OS'09'20" 264.98' 264,89' N 63'36'32'E \ / EASEMENTS AND ALL CITY OR FRANCHISED UTILITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON SAID 2. TITLE ENCUMBRANCE RESEARCH WAS BASED ON 1 \\ �`�< - 11 m - 9O. VOL' ./ .33 8'1T \C-s� / EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING,AND ADDING TO OR REMOVING ALL OR PARTS OF ITS INFORMATION CONTAINED IN A TITLE COMMITMENT PREPARED BY '�(+/z'R�EBut\<--'- \ C-5 900.00' OS'00'06" 78.5T 78.54' S 36'17'53'E \ snn•zR y i RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. CHICAGO TITLE INSURANCE COMPANY, GF NO. HU01-03343, 1 � 10'LANDSCAPE SETBACK \ C-6 820.00' (4'09'49" 59.59' 59.58' S 36'43'02'E ISSUED SEPTEMBER 13, 2001. REFERENCE IS MADE TO SAID 1 \ ^� PER CABINET A. ( ^ / THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS,AND RESOLUTIONS OF THE CITY OF GRAPEVINE,TEXAS. COMMITMENTS AND RECORD DOCUMENTS LISTED THEREIN FOR '1'g \\ ^ SLIDE 4678,PRTCT ,P C-10 2944.79' 00'20'37" 77.66' 77.66' N 66'21'31"E \^�.� / i0 BE ABANDONED BY THIS , / `p C-it 2944.79' 00'28'43" 24,59' 24.59' N 65'56'51'E -- WITNESS MY HAND THIS THE_________DAY OF 20_____ FULL PARTICULARS. `70• \ ( _ -_ / \ 09k ^\�\ �� PUT PER NOTE 5) \\// \ C-12 900.00' 01.12'35' 19.00 19.00' S 34'24'07'E ' DETAIL "A" MARSHALL LANCASTER &ASSOCIATES,INC. MAKES NO \ \^\ '-- _____ CURVE DATA FOR STREET DEDICATION ' REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF \ 7Ss C:A 900.00' 16'01'05" 251.61' 250.79' S 25'47'17"E + (SIGNATURE OF OWNER) (SIGNATURE OF OWN SAID RESEARCH. \ g3,\^�" AVBGATION RELEASE \^ __ 1 C-7 112.50 O6'39'43" /3.08' 13.07' S 14'26'53"E ' 3. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ` - __-___-_t C-B 157.50 1i'3012 31.62' 31.57' S 16'52'08"E THE STATE OF TEXAS } 23B.3T-- TIT AGENCY'S FLOOD INSURANCE RATE MAP NUMBER 48439C0195 C-9 Ba4.40 11'3T21' t7L29' 170.99' 8 28'ZS'S4"E ' (TITLE) (TITLE) H, REVISED AUGUST 2, 1995,THE SUBJECT PROPERTY (SEE COUNTY OF TARRANT } S 66'27.55"w _ OCT 2001 LEGAL DESCRIPTION SHOWN HEREON)APPEARS TO PARTIALLY ?21,77 / �,j LIE WITHIN: 559.11'--- ' WHEREAS, 9.5 POOL ROAD PARTNERS L.P., HEREINAFTER CALLED '"OWNER" (WHETHER ONE OR MORE), IS THE OWNER OF THAT CERTAIN PARCEL OF ---� / GRAPEVINE CITYCOUNCIL PLANNING AND ZONING COMMISSION LAND SITUATED IN THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, BEING SAID PROPERTY AS DESCRIBED AS SHOWN ON THIS PLAT. TRACT A.RESERVED FOR ZONE "AE" DEFINED THEREIN AS: PARK DEDICATION $ ["3 t�/ L "SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR NOW THEREFORE. IN CONSIDERATION OF THE SUM OF ONE AND 00/100 ($1.00) DOLLAR AND OTHER GOOD AND VALUABLE CONSIDERATION,THE SLIDE 4878,PRTCT SH 26/POOL ROAD ADDITION,CABINET A. / Date A PProved: Date Approved: �� AOS FLOOD. BASE FLOOD ELEVATIONS DETERMINED" RECEIPT AND SUFFICIENCY OF WHICH IS HEREBY FULLY ACKNOWLEDGED AND CONFESSED, OWNER DOES HEREBY WAIVE.RELEASE, REMISE AND ZONED:PO&CN QUITCLAIM TO THE CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS,THE DALLAS-FORT WORTH INTERNATIONAL AIRPORT BOARD,THE CITIES OF DALLAS, / / Mayor: Chairman: TEXAS AND FORT WORTH, TEXAS,THEIR SUCCESSORS AND ASSIGNS, HEREINAFTER CALLED "CITIES", FOR THE USE AND BENEFIT OF THE PUBLIC AND " AND ZONE "X" (SHADED ON PANEL), DEFINED THEREIN AS: ITS AGENCIES,ANY AND ALL CLAIMS FOR DAMAGES OF ANY KIND TO PERSONS OR PROPERTY THAT OWNER MAY SUFFER BY REASON OF THE City Secretary: Secretary: "OTHER FLOOD AREAS. AREAS OF 500-YEAR FLOOD;AREAS PASSAGE AND FLIGHT OF ALL AIRCRAFT IN THE AIR SPACE ABOVE OWNER'S PROPERTY ABOVE THE HEIGHT RESTRICTION AS PRESENTLY ESTABLISHED Y y- OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN i 8Y ORDINANCE NO. 73-50 FOR THE CITY OF GRAPEVINE, KNOWN AS THE AIRPORT ZONING ORDINANCE OF THE DALLAS-FORT WORTH INTERNATIONAL STATE OF _-___-_-_--_- } AIRPORT, TO AN INFINITE HEIGHT ABOVE SAME, WHETHER SUCH DAMAGE SHALL ORIGINATE FROM NOISE,VIBRATION, FUMES, DUST, FUEL AND FOOT OR WITH DRAINAGE AREAS LESS THAN ONE SQUARE MILE; LUBRICANT PARTICLES,AND ALL OTHER EFFECTS THAT MY BE CAUSED BY THE OPERATION OF AIRCRAFT, LANDING AT, OR TAKING OFF FROM,OR COUNTY OF --------------- } AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD." OPERATING AT OR ON THE DALLAS-FORT WORTH INTERNATIONAL AIRPORT. AND ZONE "X"(NOT SHADED ON PANEL), DEFINED THEREIN AS: THIS INSTRUMENT DOES NOT RELEASE THE OWNERS OR OPERATORS OF AIRCRAFT FROM LIABILITY FOR DAMAGE TO PERSON OR PROPERTY CAUSED BEFORE ME,THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEAREDBY _ KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED FINAL PLAT "OTHER AREAS. AREAS DETERMINED TO BE OUTSIDE 500 ANDFALLING LUBRICANTCRAFT OR PARTIC PARTICLES. PHYSICAL OBJECTS FROM AIRCRAFT, EXCEPT AS STATED HEREIN WITH RESPECT TO NOISE, FUMES, DUST, FUEL, Tl THE FORGOING INSTRUMENT,ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE LOTS 1 AND 2, BLOCK 1, CVS ADDITION OF GRAPEVINE PURPOSES AND CONSIDERATION THEREIN STATED. YEAR FLOOD PLAIN", AN 11.252 ACRE TRACT OF LAND OUT OF THE J.N. GIBSON SURVEY, ABSTRACT NO. 591. IT IS AGREED THAT THIS RELEASE SHALL BE BINDING UPON SAID OWNER AND HIS HEIRS AND ASSIGNS,AND SUCCESSORS IN INTEREST TO SAID GIVEN UNDER MY HAND AND SEAL OF THIS OFFICE THIS ----- DAY OF----------- 2001. PROPERTY; AND IT IS FURTHER AGREED THAT THIS INSTRUMENT SHALL BE A COVENANT RUNNING WITH THE LAND,AND SHALL BE RECORDED IN THE BEING A REPLAT OF LOTS 1, 2 & 3, BLOCK 1, THE FLOOD ZONE AREAS DEPICTED ON THIS SURVEY WERE DEED RECORDS OF THE COUNTY OR COUNTIES IN WHICH THE PROPERTY IS SITUATED, SH 26/POOL ROAD ADDITION DETERMINED FROM MAPPED INFORMATION SCALED OR DIGITIZED _ _ __ _ RECORDED IN CABINE ________________________________ FROM SAID MAP AND DOES NOT REPRESENT A DETERMINATION EXECUTED AT_________________,TEXAS, THIS ---DAY OF -------------- 2001, NOTARY PUBLIC T A, SLIDE 4878, PLAT RECORDS, TARRANT COUNTY, TEXAS OF FLOOD LIMITS BY MARSHALL LANCASTER &ASSOCIATES, INC. TARRANT COUNTY,TEXAS CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS 4. REFERENCE BENCHMARK: CG-26U-1 (CITY OF GRAPEVINE) OWNER:-------------------------_ TITLE: _-___-----------_-_-__-____ CHISELED SQUARE CUT IN CENTER OF DOWNSTREAM HEADWALL THE STATE Of______________ STATE OF --_ _------_ } OR CULVERT UNDER STATE HIGHWAY 26, 500' NORTHEAST OF COUNT!OF COUNTY OF __________ ____ } THIS PLAT FILED IN CABINET __ SLIDE ______ DATE 2001.' POOL ROAD, SOUTHEAST SIDE OF STATE HIGHWAY 26. ELEVATION = 585.93'. BEFORE ME_____________ _____ - ON THIS DAY PERSONALLY APPEARED 1,MarehDll Lancaster, of Marshall Lancaster Dad Job No: 01068FP ______ �________ Date: OCTOBER 09, 2001 ___________ _ KNOWN TO ME (OR PROVED TO ME ON THE OATH OF BEFORE ME.THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED Associates,Inc" o Re9ictered Professional Land 5. ACCESS, UTILITY, DRAINAGE AND LANDSCAPE EASEMENTS ---- ------ KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED Surveyor of the Stole of Texas,do hereby declare UM�A-A-ANCASRR OF 7£OR THROUGH that I prepared this plat from on ottuol and ••••••,.Y Drawn B. JLR Checked B MLL PLATTED IN CABINET A, SLIDE 4878, P.R.T.C.T.ARE TO BE ------- ----------------------- -__ __ _____ DESCRIPTION OF IDENTITY CARD OR OTHER TO THE FORGOING INSTRUMENT,ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE +sTEq•,pd, y YABANDONED BY THIS PLAT AS NOTED. DOCUMENT)TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE curate surrey on me mnd and thatthecornerso.•PURPOSES ANO CONSIDERATION THEREIN STATED. re properly placed trashown thereon wSAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. monuments e "•,,,,,,;,,, MARSHALL LANCASTER & ASSOCIATES, INC. 6. ALL UTILITY AND DRAINAGE EASEMENTS PLATTED IN VOLUME under my personalsuper,,Wd,;n accordance withL LANCASTER388-214, PAGE 32, P.R.T.C.T.WERE ABANDONED BY PREVIOUS GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS_______ DAY OF____________________, A.D. 2001. GIVEN UNDER MY HAND AND SEAL OF THIS OFFICE THIS_____ DAY OF__�_______, 2001. theplotting rules and regulations of the State of .........e.. CONSULTINGLAND SURVEYORS Texas and the City of8731864 NORTH NORWOOD DRIVE.SUITE E P' HURST,TEXAS 76054 PLAT(CABINET A, SLIDE 4877). ss1q`:'o4'..... Ei (817)268-5000 SEAL ____________________ ---------------------------------- gis URV/ / CONTACT: MARSHALL LANCASTER 7. THIS EASEMENT WILL BE ABANDONED AND REDEDICATED BY `'--'---NOTARY SIGNATURE NOTARY PUBLIC AN AMENDED PLAT UPON RECEIPT OF A L.O.M.R. FROM FEMA. TARRANT COUNTY,TEXAS Marshall Lancaster, RPLS Scale: 1"=60' Sheet No. 1 of 7 Sheet(s) Texas Re Fration No. 4873 SURVEY DATE: 02 17 2a01