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HomeMy WebLinkAboutSP2006-0205/17/2006 10:39 9724886732 CEI ENGINEERING PAGE 02/04 CITY OF GRAPEVINE SITE PLAN REVIEW APPLICATION 1. APPLICANTIAGENT NAME Margaret Grissom COMPANYNAME CEI Engineering Associates, Inc_ ADDRESS3030 LBJ Freeway - Suite 1250 CITY Dallas I STATE TX ZIP 75234 PHONE*_,. (972) 488-3737 _'FAX# (972) 488-6732 EMAIL mo . eij-F# (214) 507-5160 2. APPLICANT'S INTEREST IN SUBJECT PROPERTY 3, PROPERTY OWNER(S) NAME Doug Colquitt ADDRESS Trustee Property, Inc. 222 W. Las Colinas #1455 East Tower C17 -Y- irvinq STATE TX . ZIP 75039 -- - PHONE#(972) 387-1721 FAX* (972) 38771011 4. ADDRESS OF SUBJECT PROPERTY 1400 William D. Tate Grapevine, TX LEGAL [DESCRIPTION: LOT 6R BLOCK I ADDITION Towne Center SIZE OF SUBJECT PROPER -1y0-8299 ACRES 36,152 SQUARE FOOTAGE METES & BOUNDS MUST BE DESCRIBED ON 8 1/2".X 11" SHEET 5, PRESENT ZONING CLASSIFICATION "CC" Community Commercial 6. PRESENT USE OF PROPERTY .., Vacant 7. GIVE A GENERAL DESCRIPTION OF THE PROPOSED USE OR USES FOR THE PROPOSED DEVELOPMENT Construct new Verizon Retail Store with 02-1.rk1e."" lity. �2- 8, ATTACH FINAL PLAT, OR REPLAT. OF THE APPROVED SUBD(vjsjO�NVYCJMYCMUNcI-L SHOWING PROPERTY BOUNDARY LINES, DIMENSIONS, EASEMIENTS, ROADWAYS, RAIL LINES, o:zculfor "is\;3pp-S 0 wwwd-grapevine. T�(,us 2 04/06 05/17/2006 10:39 9724886732 CEI ENGINEERING PAGE 03/04 AND PUBLIC RIG HITS-op-\/vAy CROSSING AND ADJACENT TO THE TR ONLY). , AC Tj (1 B�UELJNE COPY 9. IF A MASTER DEVELOPMENT PLAN IS REQUIRED, ATTACH A STATEMENT S# -MOWING THr.-- PROPOSED USE SUBSTANTIALLY CONFORMS TO THE MASTER DEVELOPMENT PLAN, 10. SUBMIT A SITE PLAN SHOWING ALL INFORMATION REQUIRED By SECTION 47,E., SITE PLAN REVIEwREQUIREMENTS (SEE ATTACHED REQUIREMENTS), 11. PROVIDE ALL REQUIRED INFORMATION DEMONSTRATING COMPLIANCE WITH ALL CONDITIONS IMPOSED ON ANY CONDITIONAL USE, SITE PLAN ZONING' ZONING. ; OR SPECIFIC USE .LFFECT (DFgyE PLAN ALL SITE PLANS MUST CONFORM TO THE APPROVED CONCEPT PLAN- ANY CHANGES TO A SITE PLAN, APPROVED WITH A CONDITIONAL USE ORA SPECIFIC USE, CAN ONLY BE APPROVCOUNC,IL THROUGH THE PUBLIC HEARING PROCESS, EID B Y CITY 12. SIGNATURE TO AUTHORIZE THE FILING OF A FINAL SITE PLAN. APPLICANT (PRINT) APPUCANTSiGNATURE OWNER (PRINT)c', OWNER SIGNATURE 3 RECEIVED MAY 2 3 2006 PLANNING 05/17/2006 10:39 9724886732 1 1 CEI ENGINEERING PAGE 04/04 The State cl — County of Before me 0 personally appeared Ak& 0111 this day y t known to me (or- proved to me on the oath 0, orthrough (description of identity card or other document) to be the Person whose name is Subscribed to the foregoing instrument and acknowledged to me that he executed the -same for the purposes and consideration therein expressed, Given under my hand and seal Of office this day of A-11 The State of --/,– County of No ary Signature Be re me 4A J. ,17 10, !020 (W On this day personally appeared known to me (or proved to me on the oath of orthrough -------- (description of identity card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration, therein expressed. Given under my hand and seal of office this I J --a—a day of A. D, WILMA L. BRONSTON SEAL My OMISSION EXPIRE June 14, 2009 Notary Signature 112 RECEIVE7 NY P""VIVING GENERAL NOTES: „ o , i���a►��io�►Tr�rrl ,, Fr�v� �F A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SILL TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STFUCIURE LOCATIONS WAS PROVIDED BY; GONZALEZ & SCHNEEBLRG 860 N. CENTRAL EXPRESSWAY SUITL 250. DALLAS, TEXAS 75074 TEL�(972) 515-8855 FAX:(872) 516--8901 8. ALL PHASES OF SITE 'WORK FOR THIS PROJECT $HALL MEET OR FXCEED THE OWNER/DEVELOPER SITE WORK SPECIFICATIONS. C- CONTRACTOR $}TALLBE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILI PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED- SEE SITE WORK SPECIFICATIONS. 0. CONTRACTOR IS TO REMOVE AND DISPOSF OF ALL DCBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WilH ALL LOCAL, SPATE. AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS- F- 111E GENERAL CCNTRACIOR WILL BE HELD SOLD Y RESPONSIBLE FOR AND SHALL TAKE ALL. PRECAUTIONS NECESSARY TO AVCID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. WARRANTY/DISCIL"I �,ER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORQANCF WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR 'THE DESIGN FUNCTIONS AND USES IN'IF.NDED BY THE OWNER AT THIS TIDE, HOWEVER, NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESL DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. G- SAFETY NOTICE TO CQNTRACTOR� iN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE. SQLEI_Y AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF LIE WORK, THIS REQUIREMENT WILL APPLY CON1INUOOSLY AND NOT BE LIMIIED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE GONIRACTOR'S PERFORMANCE; IS NOT IN'TENDfO 10 INCLUDE REVILW 01- THE ADEQUACY (11'111E CONTRACTOR'S SAFETY MEASURES. IN, ON OR NEAR THE: CONSTRUCTION S€T3 H. ALL GONSFRICTION IN STATE HIGHWAY DEPARTMENT RIGY7T-OF-WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESiDFNT MAINTENANCE ENGINEER, 1. WETLANDS NOTE, ANY DEVELOPMENT. EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE ANl] FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RE5'1RIC1IONS AND ANY VIOLATION WILL BE SUBJECTTOFEDERAL PENAL -TY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER. THE ENGINEER AND THE LOCAL GOVERNING AGFNCIFS HARMLESS AGAINST SUCH VIOLATION. FLOOD CERTIFICATION: SUBJECT TRACT IS LOCATED IN ZONE "X', AREAS OUTSIDE OF A FLOCK] HAZARD AREA, ACCORDING TO TOE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 4843900215 H, DATED AUGUST 2, 1995, Arizona * Arkonsas * California Vicinity Map Nai to Scd. PLAN INDEX: CFIF,NQ'INEE,RIN x, ASSO(1 ATE' C-1 t:OXiHWEST >twY I SURVEY C-2 SITE PLAN C-3 UTILITY PLAN cn �l ce GRADING PLAN C-5 EROSION CONTROL PLAN 0-6 DRAINAGE AREA MAP C-7 lausmia>_ ,,� CITY S!'I•E G7FnPtYuE i DETAIL. SHEEI �T DETAIL SWEET a Vicinity Map Nai to Scd. PLAN INDEX: CFIF,NQ'INEE,RIN x, ASSO(1 ATE' C-1 COVER SHEET C -1 .A SURVEY C-2 SITE PLAN C-3 UTILITY PLAN C-4 GRADING PLAN C-5 EROSION CONTROL PLAN 0-6 DRAINAGE AREA MAP C-7 LANDSCAPE PLAN C-8 IRRiCA110N PLAN C-9 DETAIL. SHEEI C -TO DETAIL SWEET re7F:���1E �'IINI�l��I DEVELOPER: ____'l IRUSTRLET PROPERTIES 222 wEsr LAs COLINAS BLvo. SUITE 1455 EAST TOWER IIRVING, TX 75039 972-387-1721 DOUG _COLOUITT (ozil6 ENGINEERING ASSOC_IA TES, INC ENGRIEERS - PLANNERS SURvEY6f?. Tri West Plaza, 3030 L8J Freeway /972) 488-3737 Shite 1250, DQllos, TX 75234 FAX 972) 488-6732 ARCHITEcr: �� HALBACH DIET7 3102 1AAPLE AVENUE SUITE 450 DALLAS, TX 7520T 7_14-953-9380 RANDY KLEIN AGENCY: CITY OF GRAPEVINE PLANNING DEPARTMENT BUILDING DEPARTMENT FIRE DEPARTMENT PUBLIC WORKS RESOURCE LIST: APPROVAL DATE: €TY OF GRAPEVINE.. PUBLIC WORKS DEPARTMENT ENGINEERING DEPARTMENT JOHN D. ROBERTSON SCOTT A. DYER 200 SOUTH MAIN STREET 200 SOUTH MAIN STREET GRAPL%INE, TX. 76051 GRAPILMNE, TX. 76051 (817) 410--3156 (B17) 410-3136 DEVELOPMENT DEPARTMENT FIRE DEPARTMENT RON$10MBAUGH MICHAEL W. KEEFER 200 SOUTH MAIN STREET 601 BOYD DRIVE GRAPEVINE, TX. 76051 GRAPEVINE, TX. 76051 (817) 410-3155 (817) 410-8100 BUILDING DEPARTMENT ONCOR/TXU GAS ,TERRY COOL DON PERFECT 200 SOUTH MAIN STREET (g17) 355-7011 GRAPEVINE, TX. 76051 (817) 410-3165 VER€ZON COLLENE HOLDEN (972) 413-7241 BENCHMARK: C11'Y OF GRAPEVINE SURVEY MONUMENT NO 13 -DISK IN CONCRETE FOUND IN THE CENTERLINE OF WL.ITAM D. TATE, SOUTHEAST CORNER OF THE. INTERSECTION OF WILLIAM D. TATE AND STATE HWY, 114, 8.5't/- EAST OF CONCRETE ISLAND. ELEVATION' 880.14 mit of Fad oq v MCHRIS RIS P11> cc a'r YSAS TEXAS EXCAVATION Rr SAFETY SERVICES 1-800--344--8377 r ------ * Florida * Ceorgro * Minnesolo * Pennsylvania * Tennessee * Texos i I , -- ---- t �i np,h;V h Hilo T +_CJI ,}-??-T. f3l.O{:K t T03NE CFV(FR ADDf7)0N CAB A, 501)C ;177 Jr�rr 20 0 20 --- 10 i + ,, 5y U IUTY Eh_.1kEiF 3' WATER EA117 N` �.... Rfl .... b ¢ i'°�"`,� W CAB, n .,I 1E LOTS Glue- h. SL,:^,f 1177 1 e - P -R -T or . Sce in �Feei II - s. P,C8a779 -BG' Qk == 10827:59jf0i.B5fi%� .—�./s.. bN11 IK n. H�.. 248'25'q �- � \ W5J/ .kCSPOnF' PfViaA0 " T •1606' 7 = 46.75' L = 92.10' L = .93.48' � _� �°'VVDI�ra;�-- .� _ • oul ; c* avmi.lai f - .� --� / 3sa • s k Cu - 92.09 DRG. ' CN - 93.47" CN - S 48-09'57" E CH. f3RC = f, S 48'P531 " £ h_V 1 i) I € T`h 36 752 s i'f. 1 wv' a a € �"ri'acres F 0.8299 T DoT InaHuur o 13 Nh-.. `x'li 1 ,y' LOT 6R, BLOCK 1 ab EI n - i / r, uwH� TOWNE CENTER ADDITION c 2 � 1 � z, � \ CAH. A 5 ID 1075 4 `" ` \ T. F T.C. T n 11- 1 X 1 t4t5'7, Ga ��;va1s \� TOT7S. ♦` ZONING NOTES that o this is a true and correct ma of surva mode under m re arelle supervision Minimum tondard O P y y sp per 'soon and direction in accordance with the lain'm S ZONED: "CC"- Community Commorciol r fTx Oetar Re uiremon fs n Texas; b this ma of survey correctly and cam fete! shows 1h 1 - t and Q O P e ocufian of orf! substantia! I visb a im rovemen is Y Y p Y O F SETBACKS: sfruc r ants and rights-of-way,o-1 {'i) aasem O p Y p O Lea de ­,pr tu es, 1 iii encroachments, overlaps and bounder line die Utes Iv a s voted ar restricted in re ace! SIDS 20' easement agreemen(s, and all other matters v,sibfe on the ground or of --no (os reflected lo the b taw -terenccd titfe commitment), at of FRONT 25' which the undersigned has otherwl'sa been advised as located on, encumbering or appurtenant to the Property, (c) as shown 0. this mop of REAR: 25' surva in rase and e res, to the fand described in this r ! u s nor o survey s provided b Wl!linm D. Tate Avenue and State Highway 114 the some Y• 9 9 A Y P Y g Y MAXIMUM BUILDING HFIGH7: SD' MINIMUM LOT MOTH. 120' being a poved and dedicated right of way ma7ntoined by the City of Grapevine and the State of Texas, respectively, (d) the land described in this MINIMUM LOT DEPTH. 120' mop of survey does not serve the adjoining property for drainage, ingress, egress, or any other purpose: (a) 1 have consulted the applicable PARKING REOUIRED.- 1 SPACE PFR 125 S.F: FLOOR AREA - Federal Flood insurance Map, Panel Na. 4LI439CO215 H, doled August 2, 1995, and found that the load described fn this map of survey is not PARKTNG PROWDED: situated within o federally -d signaled 9peclai Flood H-ord Area.- (f) the iand dsscribed in this map of survey is trot s bjecf to any setback or 8 REGULAR PARKING SPACES har'ght restrictions of record or dr'scfased by oppficable zoning or budding codes or subdivision maps except as .shown ou thfs map of survey, (g) NOTES REGARI)ING SCHEDULE 8 EXCEPTIONS: �y.r r,y, y uvaruixtx C FOUN'[ u, "uExr 1 D = Oti'58'Q8" R = '1502 40" T -- 91.48' (L= rs3as'- prutA 182.74' CN. - 18l. b'3' CH. 8RG w-cpnre>7r c a 40-01'29" VJ alvancw - aaa,Ic ENCROACHMFNT NO TS' 7. Carwa6h protrudes into atillty easement along the narth,osf line. L Restrictive Covenonts recorded in Volume 9716, Page 9,52: Vol- 10688, Page 837; refilied in vatume 10771, page 1772; V.I.-106W, 871; refiled in Volume 10711, Page 1736, t/ fume 109.75, Page 1304,, Volume 11912, Page 145$ Deed Records Tarrant County, Taxao affect fhe subjert tract but ore at Pfotfad hereon os they are blanket in notare. ZTerms and Conditions of Ordinance No, 71-100 recorded in Volume 7349, Page 1106, Deed Records. 7orrant County, Texas affect fhe subject trout but are oat plciled hereon as they are blanket in natare. 8.The following easements and bufiding line as shown mi plot retarded in Cabinet A, Slide 1075, Plat Records, Torroot County, Texas affect the subject tract anff d arc plued hereon. a. 15' utility easement along fhe southeast, south and sQuthwssf lines; b. 70' utility eosement olong the northeast line; old c. 25' building fine along the southeast, south and saufhwes't lines 9. Covenants, conditions, obligations, em restrictions, easents, charges and liens -r-ded i" Volume la68$ Page 837, refifed in Volume 10711, Page 1772,- amended by Valumc 1668$Page 877 re67ed 0 Volume TD711, Page 17)6; omended in Volume 10935, Page 1304; and amended in Volume 11912, Page 1458, Deed Records, Tarranf County, Texas -€feet the subject froaf but aro .of plotted hereon as prey ore blanket in nature. 1p Terms and rondif; n of Avig, don Releose recorded in Volurrre' 9716, Page 952, Deed Records, Tarrant County, 1-o' affect the subject fraud but ore not plotted hereon as they arc blanket in LOI f_.R>_-2, OLOCK I i o roFVNG CENTER ADTJJTlON CAB !, SLIDE' 077 77 _ P. R. 1. C. T. € W/ CAP FOUND N f'1 �r�ERrr r1T c xlr- r ate Descrrptran of a 06299 a— frac of rnd u' of tic- Pairs ori A, Bost r Slav,! {hsboct Na.bizs, in tae City at Crap -111. torrent Ceunly, 'ezax and being Ili of Lot 6R, Block 7, o 'fOWNL ib?N1rR ADO170N, on addigi to the City of C-pewnv, Torres>f Cuunljt lcxos, uccarding 10 the Amended 7111 Plc: thereof recorded ? Caber of r Side 7076, rivg Records. Turnor Co, -O,, e,as SEO,NINN^. at o brass taxers Def 1 n! of 7 p -robmene :n crag, found for the ease end of Me c r er ciip of the lntersectivn or orPnwasfar)y right of-woy line of William 0. fore Avenue (v iob)a width) aaih the narlheosi,rly right of way tine ,1 Stnie Pligtnvoy 114 (vurioble r fdthj; said point being aiso Me most easterly south corner of soid Log fiR: (HENCE, North 83, degrees 32 minutes 01 seconds Wo.,g (plat Dolls North 8.T d,4g e s 26 mnules OO se Dods We,£), with said corner dip, a distance of 34.19 feet go a brass Texas Deporlmsni of Trnnspo Lu6.o monur ent in ref, found lar c(ha west end of said corner clip; said point being the most Iva3terly south corner of quid Log fiR: said point being also on a non--iongenl ci- Jor curve to the right hev!ng a rodius of 1879.86 feet; 774ENCE, northwesterly, with said northeasterly righi-of-woy line of sioie Highwoy 114 and said curve to the right through a centrol angle of 02 de Lass 56 minutes 57 seconds an arc distance of 93.48 feet Chord bears North 48 a 47 feet IaP ,alis g ( agrees OS minutes 31 seconds West 93 ) (p for a central angle of 07. degrees 48 minutes 25 seconds, an arc distonco of 92.10 feet and a chord bearing of North 48 degrees 09 minutes 51 oe,ond, West 52.OR feet) to - 3/R ,n Oh iron rod with c p foond far Nee west corner of said Lot 6R; said painl being also the south comer of Lot 3 -R -f, &)tock i, of TOWNE CENTER ADDITION, an addition to the Clty of Grapevine, 7a11ont County, Lexus, aeuelding to the Amended Replot thereof recorded in Cabinet A, Slide 1777, Plat Records, Tarrant County, Texas,' NENC& North 35 degrees 20 minutes 47 seconds East, with the southeast fine of said Lot 3--R-1, a distance of 212.00 feet (plat ,oris 212.87 feet) to a 5/B - inch on rad with cop found for the north corner of said Cot 6R; said point being Of.. the west corner of Lot 4N-1, ({lock i of Towne Center Addition according to said plot recorded in Cabinet A, Slide 1075. THENCE, South 54 degrees 39 minutes 13 seconds fast, with the southwest line of said Lot 4R-7, a distance of lel.47 feet to a 1/7 -inch inch rod found for fhe east comer of said Lot fiR and the saufh comer of aoid Lot 4R-1, said point being on said northwesterly right -orf -way of Wllinm D. Tota Avenue; sold point being also on o non-tongent circular curve to the left having a radio, of 150240 feet; TXENCE southwesterly, with said northwesterly right -orf -way Noe of William D. Tate Avenue and said cu vE to the left, through a centrad angle of Ob degrees 58 minutes 08 seconds, an arc distance of 182.74 feet {Chord bears South 40 degrees Of minutes 29 seconds East 182.63 feet} (plat calls for an arc distance of 18346 feet) to the POm1T OF BEGINNING,' CONTAINING 36.152 square feet or 0.8299 acres of lar��'Jf� el't " sLt'ER 77FICA TION 1 hereby certify and represent tor: RA! Restaurants, Inc.; CNL APE Partners, LP: Trustreat Properties. Inc., all end/or ensigns; and Lawyers Title Insurance Corporation; l.OT 4R-1, &LGCK� 1 that o this is a true and correct ma of surva mode under m re arelle supervision Minimum tondard O P y y sp per 'soon and direction in accordance with the lain'm S N R ! TOWNE A107 TION r fTx Oetar Re uiremon fs n Texas; b this ma of survey correctly and cam fete! shows 1h 1 - t and Q O P e ocufian of orf! substantia! I visb a im rovemen is Y Y p Y O F SL CAH. A. SLIDE 1075 sfruc r ants and rights-of-way,o-1 {'i) aasem O p Y p O Lea de ­,pr tu es, 1 iii encroachments, overlaps and bounder line die Utes Iv a s voted ar restricted in re ace! R.TGL easement agreemen(s, and all other matters v,sibfe on the ground or of --no (os reflected lo the b taw -terenccd titfe commitment), at of furnished by the client and/or the cfenf"s represenfotive as welt as significant visible which the undersigned has otherwl'sa been advised as located on, encumbering or appurtenant to the Property, (c) as shown 0. this mop of munurnants fund on the subject property and adjacent properties, field measurements surva in rase and e res, to the fand described in this r ! u s nor o survey s provided b Wl!linm D. Tate Avenue and State Highway 114 the some Y• 9 9 A Y P Y g Y and evidence of boundaries found an (he ground. However, this survey shati not represent being a poved and dedicated right of way ma7ntoined by the City of Grapevine and the State of Texas, respectively, (d) the land described in this lvorra,ty of title or guaronlee of ownershfp. The surveyor did nalobstruct the subject mop of survey does not serve the adjoining property for drainage, ingress, egress, or any other purpose: (a) 1 have consulted the applicable property. This survey was performed with the benefit of a current Otte commitment Federal Flood insurance Map, Panel Na. 4LI439CO215 H, doled August 2, 1995, and found that the load described fn this map of survey is not provided by Lawyers Title lnsuronce Co parotion Title Commitment OF No 2000 BC situated within o federally -d signaled 9peclai Flood H-ord Area.- (f) the iand dsscribed in this map of survey is trot s bjecf to any setback or 603943-5 bearing on effective date of September 1, 20OL har'ght restrictions of record or dr'scfased by oppficable zoning or budding codes or subdivision maps except as .shown ou thfs map of survey, (g) J. Subject tract hos direct access to Wiliam D Tate Avenue and Slate Highway No 774 the land described 0 this map of survey is the soma property as that described in Lawyers title Insurance Corporation title insurance cammitment Service Road. both public rights-of-way no. 2000 8C 60.5943--S with an effective date of September 1, 2001; and (h) all udtily scrviees 10 the land described in this map of survey either enter to such land through adjoining public streets or this survey shows the point of entry and location of any utilities which pose through or are 4. The locations of underground ubbNes as shown hereon are based on aboveground located on adjoining private rand. S1 TF BY: SITE PIAN City of Gapevina S rY y Monument Na- CITY OF GRAPEVINE 13- Disk to concrete found in the centerline of William D. late, southeast Robert W: Schnecberg, TX R. P.L. S. No. 4804 APP�OVE[�, er of the intersection of William D. Gonzalez & Schneeherg, Fagfneers & Surveyors, Inc. HEFT (3E Tate and 5tofe Hivy 114, 8.5'1/- east 660 North Central Expressway, Suite 250 PPROVAL DOES NOT AUTI-10- of aonareta islaad- Plano, Texas 75074 ftfZE ANY WORK IN CONFLICT Eleva(ron: 66414 Phone {972) 516-8855 Fox {972} 516-6901 WiTH ANY COPES OR OR G5F5 No. 5245-05-97-13 DINANCES On+r',0•r1'_ Date:August 9, 2005RY� j Dole of t,asr Revision: March 20, 2006 DEPARTMENT OF COMMUNrry DEVEj OPF�iF ITN - _ The property described and shown hereon is the some property described in Lowyers Title fnsuronce � prru eta n o- 2000 NC 603843-5 bearing on effective date of September 1, 2001. XIL IAS— V. —T.4 TA' (VAMABI.E W107H PUBLIC RIGHT-OF-WAY) GENERAL NOTES 1. flooring systom for thls survey are based upon the no-o—ot lire of tot 6R. Block 1, cas 6. Subject tract is Ionated in 7- "'X", ar -golds of o flood hazard ores, bearing South 54 degrees 39 murales 13 seconds Fast, as shown an plat referenced according to the Ffoad Insurance Rate Pop Community Panel No. 48439CO2t5 fi hereon. dated Auguef 9, 1995 2. This survey is bused on deeds, easements and/or recorded plots and other record6 7 No observable evidence of earth moving work, building construction, or building furnished by the client and/or the cfenf"s represenfotive as welt as significant visible additions »'ithip recenf months. munurnants fund on the subject property and adjacent properties, field measurements and evidence of boundaries found an (he ground. However, this survey shati not represent S. No observable evidence( any changes in street right --of- ays or recent lvorra,ty of title or guaronlee of ownershfp. The surveyor did nalobstruct the subject street or sidewalk construction or repair. property. This survey was performed with the benefit of a current Otte commitment provided by Lawyers Title lnsuronce Co parotion Title Commitment OF No 2000 BC 9. No observable evidence of site use as o solid waste dump, sump or sanitary 603943-5 bearing on effective date of September 1, 20OL landfill, J. Subject tract hos direct access to Wiliam D Tate Avenue and Slate Highway No 774 !0 Subject tract appears to drain into o public right-of-way. Service Road. both public rights-of-way 11. Currant zoning allows for current use a$ a gas station. 4. The locations of underground ubbNes as shown hereon are based on aboveground structures and record drawings provided the survcyar by the City of Grapevine and the 12. No observable evidance n! cemeteries or burial grounds. ypiopriote pbli, utlfify companies. Locations of underground uUlitjes/strucfures moy vory from IOtalions Shawn hereon, Additional boned u blitiesIltrLO.- may be encountered, No excavations were mode during the progress of this survey to locate burled utiitres/strructure6. tk:GENf7 POWER POT.E 0. WATER METER mw WATER VALVE # LIGHT STANDARD air TRANSFORMER -b- FIRE HYDRANT CLEANOUT IRRIGATION CONTRCL VALVE 103 HOSE 13ge i7 WATER VAULT 0cw GAS METER 7A- ELECTRIC METER — METAL SIGN i---- POWER POLE ANCHOR SANJARY SEWER MANHOLE ar----- OVERHEAD POWER LINE --- . - FENCE uA ', DEED RECORDS, TARRANT COUNTY, TEXAS vsa. PLAT RECORDS, TARRANT COUNTY, TEXAS ,onzalez & Sobneebexg 690 k. Cen el E.p.¢yy Gy sell¢ 250, DO- I.... 75974 engineers w surveyors (972) 516-6855 Fo,:(972) 516 - SURVEY PLAT OF A 0.8299 ACRE TRACT BRING SAT SR, STOCK I. TOWNE CENTER AUDITION A. FOSTER SURVEY, ARSTRACT NO. 510 CITY or GRAPEVINE. TARRANT COUNTY, TEXAS ✓1CINIIY MAP SHEET 1 OF i �.,�sI1111� TRUSTREET 1400 William D. Tate. Avenue Grapevine, TX (Tina Gas Station) SCALE' ,'..?-0'CHK"./AP'VO DATE: AVGUST, 2"05 APPROVE" "YM. 6Y: GSEs- CHI(". BY. RWS _.., fl- ee+ et pTY fT SITE (WAPFMNf NnsYNIG ✓1CINIIY MAP SHEET 1 OF i �.,�sI1111� TRUSTREET 1400 William D. Tate. Avenue Grapevine, TX (Tina Gas Station) SCALE' ,'..?-0'CHK"./AP'VO DATE: AVGUST, 2"05 APPROVE" "YM. 6Y: GSEs- CHI(". BY. RWS _.., ©= D658'OS" R = 1502.40' T = 91.48' (L= IM46'-plof)L = 18274' CH. = 182.63' CH. $RG. - dye La q HKe a S 40-01'2.9' W W I L L I A f D. 7' 4 T T (I7AxrA9LE iTrurH au6L1c arcrrr-or-wAr) h'GTL !R(F ft tn---------- -- i%AI-T .� A7i(4, 11VJ 91,JLNSlUNS Rr VPS h IUJL SLO D 3 AUS ]RUCK DDCKS 501,1,ING 11.1- LN 7riFN IOC411 TETT— TINT N..ONS, iELUCG U.nnE'ICA71ON 5138,LCT 7RHCT 15 €GCkTED IN 20NL' "�. ATLAS I (wT'90E CTR FLP:u, z1,ZgRD AREA •CCCADINc TC THE FLOOD INSUiiANa'. • 4ATtCCUMvNITr PAi7L.Q .134 ial.EJ,'.15 3=. bATEC AU6U,,T ?. ,'7'1 :5, ! L................ ....._,,,.,.v.,,, -..�.. 3NGkMATK CLT" u�e.4'A( EVINF SOR1 Y MOWUMCNT ND. 13-DIN IN ' CCNC7rETE FUUNL IK THE CENVRL!NE a MILLAM D. TATE, SCJ1 .EAT ) (.CRMCR OF THE kNi7EI!SCC1ON OF V LLINJ D TATE. AND STALE HWr 114. 8 /-- EAST W COMCR TE I IANU. ELEVATIW 6501L SIT PLAN �.' pit '"i (;i-�A,`JC�ll�s [�. APPROVED ra- -f SHE E..T_---) 9F _.. APILROVA€- DOES NOE AUMOR€LE ANY WORK IN CCWLICl 0 CH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY A V PLANNER DATE O� rrrr , Vicinity Map Not to S-1. LEGEND EXISTING f+ f a ALAI I A = 02'5057" RIGHT OF WAY LINE A = 027825" R - 1879:86' ELEO7%C :METER T = 1679:96' m T 46.75' L L � 52, ra• 92, to -' C 93.48' LIGHT SFA DARO CH. = 52.09' CH. 9 z�• CH. BTG. - 5 480851" f &9,3.47' CH. G. _ SAMrAR SL'kER kANHcI[£ I. 1'. 5 48v531," E" i + 3D CONCRETE 90EWALK EI CLEANOUT IIS h v -ti ._ I'� ©= D658'OS" R = 1502.40' T = 91.48' (L= IM46'-plof)L = 18274' CH. = 182.63' CH. $RG. - dye La q HKe a S 40-01'2.9' W W I L L I A f D. 7' 4 T T (I7AxrA9LE iTrurH au6L1c arcrrr-or-wAr) h'GTL !R(F ft tn---------- -- i%AI-T .� A7i(4, 11VJ 91,JLNSlUNS Rr VPS h IUJL SLO D 3 AUS ]RUCK DDCKS 501,1,ING 11.1- LN 7riFN IOC411 TETT— TINT N..ONS, iELUCG U.nnE'ICA71ON 5138,LCT 7RHCT 15 €GCkTED IN 20NL' "�. ATLAS I (wT'90E CTR FLP:u, z1,ZgRD AREA •CCCADINc TC THE FLOOD INSUiiANa'. • 4ATtCCUMvNITr PAi7L.Q .134 ial.EJ,'.15 3=. bATEC AU6U,,T ?. ,'7'1 :5, ! L................ ....._,,,.,.v.,,, -..�.. 3NGkMATK CLT" u�e.4'A( EVINF SOR1 Y MOWUMCNT ND. 13-DIN IN ' CCNC7rETE FUUNL IK THE CENVRL!NE a MILLAM D. TATE, SCJ1 .EAT ) (.CRMCR OF THE kNi7EI!SCC1ON OF V LLINJ D TATE. AND STALE HWr 114. 8 /-- EAST W COMCR TE I IANU. ELEVATIW 6501L SIT PLAN �.' pit '"i (;i-�A,`JC�ll�s [�. APPROVED ra- -f SHE E..T_---) 9F _.. APILROVA€- DOES NOE AUMOR€LE ANY WORK IN CCWLICl 0 CH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY A V PLANNER DATE O� rrrr , Vicinity Map Not to S-1. LEGEND EXISTING f+ POKER POLE :,; ::� CRS ,vE'TER RIGHT OF WAY LINE WA TCR MC� CONCRETE CURS AND GUTTER. ELEO7%C :METER G:tr WATER VAi IC METAL SICK ��' LIGHT SFA DARO PROPOSED PARKING SPACES POKER P&E ANCHOF' z�• 7RANSPOR�R (Is', SAMrAR SL'kER kANHcI[£ {J- RRE HYDRARr 3D CONCRETE 90EWALK "-. CLEANOUT ?<"--- OVERHEAD PON:R LINE ._ /RRlG4 NON CYXJTROL ✓AL YE .___. ., _......, AEN[:E IIS ACCESSIBLE/ VAN ACCESSTILE PARKING SIGN (TYP.) OU DEEB RErC VS, TARRANT CVVNTY, TEXAS a1 WATER VAULT PLAT R£COWS MAYANi eWNn: TEXAS Q SITE NOTES HA SEEOEO GREEN AREA IC LANDSCAPE ISLAND (TYP.) 2E TRASH DEMPSTER ENCLOSURE (PER ARCH. PLANS) !7J a WADE PAINTED YELLOW STRIPES, 2.0' O.C. & 45' (SEE 912E INDICATED AT SYMBOL) IM EXISTING TO BE RELOCATED,BE P(WT OF "ELDCATION 21A TAPER CURB 70 MATCH EXISTING CURB GIB LIMITS OF SAWCUT AND PAVEYLNT REMOVAL 70A ADA RAND PER 1XDOT cmr DETw LS (SEE SHEET -9 FOR DETAIL) ,. .-... 70H CCNNP m rv,rnun , 7p:fig OF a0� m"IG }.. TEXAS EXCAVATION �4S SAFETY SERVICES 1-800-.34-4-8377 GENERAL SITE NOTES A. ALL DII MOM SHOWN ARE TO THE FACE OF CURB UNLESS O7HERWISE N0TH7). R. ALL CURD RETURN RA00 SHALL BE 3 AS SHOWN TYP[CAL ON THIS PLAN. UNLESS OTHERASE NOTED, C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECTRE HEREON OR WITHIN THE SPECIrOATIONS; ALL CURBING ADJACENT TO CONCRETE PAIANG SHALL BE INSTALLED PER DETAIL 1A. PAVEMENT SHALL BE UNSTAGED IN ACCORDANCE PATH DETAILS SC & BE OVER 7HE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. ALL PARKING LOT STRiPFNG INCLUDING ACCESSIBLE AND VAN ACCESRaX SPACES SHALL 8E PAINTED PER DETAIL 8F. D. HAN010AP PARKING SIGNS SHALL RE CENTERED GN THE HANOICAPPED PARKING STALLS. SZHS SHALL HAVE THE INTERNATIONAL SYMBOL OF ACCESSIBIDTY ON THEY AND CNE SIN SHALL HAVE THE STATEMENT "VAN ACCLWOLE' BELOW THE SYMROL OF AL'C£SSIBIHTY. Rorrw OF &CNS SHALL BE A MINIMUM OF 60' AND A MAXIMUM OF 72" ABOVE THE SIDEWALK. PROPOSED '•'"W�� 9OUNDARY uNE ---- RIGHT OF WAY LINE CONCRETE CURS AND GUTTER. SEE DETAIL TA/IB, ®CURB WEET SURiTWG CONTROL POINT J1 PROPOSED PARKING SPACES LIMITS OF M WALKS @ CONCRETE APRONS i (PER ARCH. PLAUS) sirE DETAILS ^ 1APRECAST CONCRETE WHEEL STOP I—) 3D CONCRETE 90EWALK JN WHEELCHAIR RAMP IN SIDEWNX (TYP.) DC 6" HEAVY DUTY CONCRETE PAVING (PER GEOTECH REPORT) M 7" HEAVY DUTY CORCRETE PAVING (PER GEOTECH REPORT) BE 5" REGULAR DUTY CONCRETE PAVING (PER GEOTECH REPORT) IIS ACCESSIBLE/ VAN ACCESSTILE PARKING SIGN (TYP.) OU ACCESSIBLE PARKING SYMBOL ar 10L TRI FLOW ARROW (TYP.) IOC FIRE LANE NARKING I7A CURD CUT 778 CONCRETE FLUME (SEE SIZES THIS SHEET) INITIAL DESIGN Rs Q ENGINEERING ASSOCIATES, INC sENGfNEERS PtnxrvFft3 SVRl�,'Na5 e TO V6.t pIota. 9030 LBJ F'reexny (972) 4657J737 708 NO.: 22095 Su41 t250 Do1.. T% 75254 FAX CW246a-67.32 DWG NAM£-zxnsww a trylDb SITE PLAN DATE I SWEET 70 `7 14CJO {1rA�am D TdL- AVF we Dz-as PM C 2 PI ANT I E4'rw* lYTY nF nRAARlfh11 [ �Yl,9QCL I NrY OTY RJ(5E 5;2f 9LM RKS ! OOi' [ Id-CgL NA%sE .'; S RB 8 i REODUD Gml,own '-N' w . SCREENED FROM PUt1uC YIEW & PRONOEO PROVIDED ADJACENT PROPERTY. CD 2 CRININ AP9i oAH QU¢ P 4MOAK INTERIOR TO RE LAND$C,1PFD- 2,011 S.F. LANDSCAPING 1 TREE PER 406 S:F. OF INTERIOR u ORr9;1 LANDSCAPE AREA. y S`}Ilci,� %�l' LO 'P 13 VE DAK - Quncus WrglnE¢na B&B np¢cc a fi-6tltW1 eMlnwn - PRONDEU PRONGED AFG}lAN i>IkE Pinus eld¢rfm B&B 3" caf. 6pr10cd Gsl$1'iUl4(]`1':' fi'-6 tHislnln:'--' - Imo, WHEN PARKING AREA ABUTS ADJACENT TO PUBLIC R_O-W, le' WADE PERIMETER FRONDED 1S pp Y _ DW¢AflFcornutc g9s fO diE TO BE MAINTAINED. 5 y6" twE min. f rWHEN DD}T Nwv' roar. gal. xpocatl 16" 0 EP 100 ELE0.GNU5 F cant 6 901. 96 fall min. 757 LF./50 LF.- 16 TREES 15 TREES1 s¢gnus pungens apxad 35' ¢, . S.' GL SBS S.F. at 9LVE LERIOPE I&lope mdscari cant. t 9N' spsced 12" wc. 1 ��r YARD. 509 OF 15X=2,710 S.F. 5,617 S.F. REQUIREMENT5 TREES TO 6E PFANT'EO IN NON-VEWCULAR PARKING LOT AREA=17,420 S.F. 2 TREES OPEN SPACE TO MEET THE FOLLOWNO REG. 17,420/31,iA4m 469 16.024 5.f. BERMUDA C --SOD 30--491Lm1 TREE/3,000 S.F. 5,421/3,000= 2 TREES i` aAM r 1 RB g Verizon BLDG. ASA 500 egrt° PAWIWi SPACES a 31 FPE - 611 174 LF D kL 1FAI f kfv FI R LF 1 TOE 1.JM PNC ,DIA IU JE i M I' nL KRE `.RS NIJiL L.TH C PAVING 1RJCh NSo o LEI YC JILT EN RNV E LOCAPVN AND PR CIBC DiI[LOINC CIM HSIC4S. FLOCG C£,2TFICATICN: S Dj_EC: iRA�T IS LOCATEi) iN 70NE "Y."r AREAS OUT5f6f LF !. 3'LUtA) f ZA; C' AREA, ACCORDING YO THE FLOOD iNSVRMJ _'E RATE =Aar pTue.§UNeTv PANEL No. aoassca215 H, BATED AUGUST 2. ig9�5 .,L SiG1MARl( CITY GF Gil AF FWNE IN MONUMENT NG FS -€N S1f 3N fQRN"ItP FUIIND N THE CENTEhLIMLLIA W. TMD TATE, SW 11VfA 1 fOHNi:R OF THF IN ONCR 71 Ch OF WILLIAM O. TATE AND STATE EI: 11 c, 1 ! 0 GCii CTiE1L f5LNV0_ ^ EI.EVAPiNJ; 6W 14 CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS 2 LO +' 1 6 47 t F I Z 1 AP (TPP} PRONGED v T72 cf. SCREENING SCREENED FROM PUt1uC YIEW & PRONOEO PROVIDED 2 LO +' 1 6 47 t F AREA I Z 1 AP (TPP} PRONGED v T72 cf. AREA REGUEREMENT REQUIRED PRONGED PARKING LOTS. VEHICULAR USE AREA SCREENING SCREENED FROM PUt1uC YIEW & PRONOEO PROVIDED ADJACENT PROPERTY. . OF GROSS PARKING AREAS 109 MINAREA-10.9" PARKING AREA-10.9"S _x.11 Y l `/ INTERIOR TO RE LAND$C,1PFD- 109 -1.995 S.F. 2,011 S.F. LANDSCAPING 1 TREE PER 406 S:F. OF INTERIOR 1.995/400-5 TREES LANDSCAPE AREA. 5 TREES PLANTER ISL KDS EVERY 12 PARKING SPACES & TERMINUS OF ROW W7k PRONDEU PRONGED 1 TREE EACH. - T - WHEN PARKING AREA ABUTS ADJACENT TO PUBLIC R_O-W, le' WADE PERIMETER FRONDED FRONDED TO BE MAINTAINED. f rWHEN PARKING AREA ABUTS ADJACENT - PERIMETER PROPERTY LINE, IV W15E PFRIMk7ER FRONDED FRONDED LANDSCAPING TO DE MAINTAINED. PERIMETER LANDSCAPE SHALL CONTAIN 757 LF./50 LF.- 16 TREES 15 TREES1 TREE' PER 50 LF. NON-VEXICULAR 15,5 OF THE TOTAL SITE AREA SHALL SITE AREA-3fi,144 S.F. OPEN SPACE M LANDSCAPED MTH NM IN FRONT 15X=5,421 S.F. 10166 S.F. LANDSCAPE YARD. 509 OF 15X=2,710 S.F. 5,617 S.F. REQUIREMENT5 TREES TO 6E PFANT'EO IN NON-VEWCULAR PARKING LOT AREA=17,420 S.F. 2 TREES OPEN SPACE TO MEET THE FOLLOWNO REG. 17,420/31,iA4m 469 (INCLUDED IN 30--491Lm1 TREE/3,000 S.F. 5,421/3,000= 2 TREES PERIMETER TREES r< T C f 1 f ! ...: .... '1 F� NOTE TO LANDSCAPE CONTRACTOR: r _ --'- LANDSCAPE CONTRACTOR SHALL WATER AND MAINTAIN ALL TURF AREA UNTIL HARDY GRASS GROWTH Is ESTABLISHED IN ALL AREAS (SEE LANOSCAPE PLAN FOR GRASS LOCATION): ANY AREAS DISTURBED FCR ANY REASOw PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHAD. BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. NOTE: MAINTEN.gqNC The owner, tenant o1I77d their a eat, if an shall be jointly and severally resDon�lble or tha main enarlc of all landscac¢iIn Aiiquired IandscaAia4 shall be mofOgIrled I a nen, cin oraerl manner, at a'll times. T�hlS5 shqq i : gcfude rnnwinq ed Ing, sTrunlnq, fer ilizkn wateYn9 weedding, and other sucrT aciivlil s commgrrT7 to the magintendnae of tan sa4p�nqq. LandScopetl areas shall be kept free o7#, trash, litter, weeds and other such mgCerl'aj or p}onts not o_part Of the Iendpc%inp. All plant materials shall be maintalnea Ina heolthy grawing condition as Is pp opriote for the season of the year. Fant materials which die shall be replaced with plant material of similar variety and size: wfLzI Aaff 10 TA TZ (VARIAOtC 0.701" PUOLlC RO HP—OF—WAY) 4 ORE Trx CL2'rs �Sp `S TEXAS EXCAVATION 4r SAFETY SERVICES 1-800--344-6377 1*11 q 20' i0' 40' SCAIr� IN FEET 1'x+20' Vicinity Map Not la S,,de LEGEND EXI51€NG ry PO15ER PIX£ GA5 METER " WATER METER s ESE MC Af£TER WATER Vw w METAL SICK L1GNT STRN0.4RD POIN: r P(Y£ ANCWPR IRAN$FpRNCR T � 5A !TARP SERER NANH(kE xu CLEAMOUT OV£RN£40 P W'q UNE �., /RRIGA nwW CONIROL VALIT -- -..__ T4Wi MDSE ma .- D££D R£GCRAS !ARRANT COUNTY, ltx S kr WATER VAULT :.>.,..,-.. P(Ar RE"DS,, rM ANr CCUHTY, TE1'A5' GENERAL LANDSCAPE NOTES A LOCATE ALL UT oT{Es ANA SITE LIGHTING CONwas BEFORE LAND SCAPE CONSTRUCTION BEGINS. B. NOTIFY TAT ENGINEERING ASSOCIATES INC. (972-48B-3737) OF ANY LAYOUT OR MATERIAL DISC iEPANOES PRIOR TO ANY PLANTING. C. rERnIJZE ALL. PLANTS AT THE TIME OF PLANTING WITH TIME RELEASE FERTIu7ER. D. SHREAGED HARDWOOD MULCH SHALL. BE USED AS A FOUR NOT (4') TOP ORESSING IN ALL PLANT BEDS AND AROUND ALL TREES. SINGLE TREES OR SHRUBS SHALL BE MULCHED TO THE OUTsIDE EDGE OF THE SAUCER OR LANDSCAPE ISLAND (SEE PLANTING DETAILS). E. LANDSCAPE CONTRA4R SHALL INSTALL AN UNDERGROUND, AUTCMATLD IRRIGATION SYSTEM WHICH PROVIDES COMPLETE COVERAGE OF THE STE AND MEETS CITY OF GRAPENNE REDWREMENTS. WREGAT[ON SYSTEM SHALL BE INSTALLED BEFORE THF INSTALLATION OF ANY tANDSCAPE MATERIALS. (SEE IRRIGATION SHEET) F CONTRACTDR SHALL BRING nNni GRAM UP TO TOP OF CORE ELEV- ATION WITH A MINIMUM OF a OF TOP SOIL PRIOR TO PLACEMENT OF SOV, O. SEE GRADING PLAN FOR APPLICATION OF TOPSOIL AND MAINTENANCE GF SEEDED AREAS, K ALL DISTLRM AREAS AS 0E516NATED ON THE GRADING PLAN. NOT SODDED, SHALL BE SEEDED WITH BERMUDA GRASS DEED WITH A MIK ar EOOX BY WEIGHT AT A RATE OF 2 POUNDS PER 1.060 SQUARE FEET. I. PLANTED TREES MALL BE NO LESS THAN 6 FEET 24 INITIAL HEIGHT REWIRED FOR TURF AND LANDSCAPED AREAS. 3. THE OWNER WILL CONTINUOUSLY MAINTAIN THE REWIRED IANp$CAPING IN ACCORDANCE WITH LDC SECTION 25-2-984 © LANDSCAPE DETAILS 50A TREE FLANISNG (TYP.) 500 SHRUB PLANING (TYP.) SDE GROUNDCDVER PLANTING (71 1 LANDSCAPE NOTES 77A STEEL. EDGING (E(P.) r i f 10' k 1G N$IB LITY iRiANGLE _x.11 Y l `/ ...: .... '1 F� NOTE TO LANDSCAPE CONTRACTOR: r _ --'- LANDSCAPE CONTRACTOR SHALL WATER AND MAINTAIN ALL TURF AREA UNTIL HARDY GRASS GROWTH Is ESTABLISHED IN ALL AREAS (SEE LANOSCAPE PLAN FOR GRASS LOCATION): ANY AREAS DISTURBED FCR ANY REASOw PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHAD. BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. NOTE: MAINTEN.gqNC The owner, tenant o1I77d their a eat, if an shall be jointly and severally resDon�lble or tha main enarlc of all landscac¢iIn Aiiquired IandscaAia4 shall be mofOgIrled I a nen, cin oraerl manner, at a'll times. T�hlS5 shqq i : gcfude rnnwinq ed Ing, sTrunlnq, fer ilizkn wateYn9 weedding, and other sucrT aciivlil s commgrrT7 to the magintendnae of tan sa4p�nqq. LandScopetl areas shall be kept free o7#, trash, litter, weeds and other such mgCerl'aj or p}onts not o_part Of the Iendpc%inp. All plant materials shall be maintalnea Ina heolthy grawing condition as Is pp opriote for the season of the year. Fant materials which die shall be replaced with plant material of similar variety and size: wfLzI Aaff 10 TA TZ (VARIAOtC 0.701" PUOLlC RO HP—OF—WAY) 4 ORE Trx CL2'rs �Sp `S TEXAS EXCAVATION 4r SAFETY SERVICES 1-800--344-6377 1*11 q 20' i0' 40' SCAIr� IN FEET 1'x+20' Vicinity Map Not la S,,de LEGEND EXI51€NG ry PO15ER PIX£ GA5 METER " WATER METER s ESE MC Af£TER WATER Vw w METAL SICK L1GNT STRN0.4RD POIN: r P(Y£ ANCWPR IRAN$FpRNCR T � 5A !TARP SERER NANH(kE xu CLEAMOUT OV£RN£40 P W'q UNE �., /RRIGA nwW CONIROL VALIT -- -..__ T4Wi MDSE ma .- D££D R£GCRAS !ARRANT COUNTY, ltx S kr WATER VAULT :.>.,..,-.. P(Ar RE"DS,, rM ANr CCUHTY, TE1'A5' GENERAL LANDSCAPE NOTES A LOCATE ALL UT oT{Es ANA SITE LIGHTING CONwas BEFORE LAND SCAPE CONSTRUCTION BEGINS. B. NOTIFY TAT ENGINEERING ASSOCIATES INC. (972-48B-3737) OF ANY LAYOUT OR MATERIAL DISC iEPANOES PRIOR TO ANY PLANTING. C. rERnIJZE ALL. PLANTS AT THE TIME OF PLANTING WITH TIME RELEASE FERTIu7ER. D. SHREAGED HARDWOOD MULCH SHALL. BE USED AS A FOUR NOT (4') TOP ORESSING IN ALL PLANT BEDS AND AROUND ALL TREES. SINGLE TREES OR SHRUBS SHALL BE MULCHED TO THE OUTsIDE EDGE OF THE SAUCER OR LANDSCAPE ISLAND (SEE PLANTING DETAILS). E. LANDSCAPE CONTRA4R SHALL INSTALL AN UNDERGROUND, AUTCMATLD IRRIGATION SYSTEM WHICH PROVIDES COMPLETE COVERAGE OF THE STE AND MEETS CITY OF GRAPENNE REDWREMENTS. WREGAT[ON SYSTEM SHALL BE INSTALLED BEFORE THF INSTALLATION OF ANY tANDSCAPE MATERIALS. (SEE IRRIGATION SHEET) F CONTRACTDR SHALL BRING nNni GRAM UP TO TOP OF CORE ELEV- ATION WITH A MINIMUM OF a OF TOP SOIL PRIOR TO PLACEMENT OF SOV, O. SEE GRADING PLAN FOR APPLICATION OF TOPSOIL AND MAINTENANCE GF SEEDED AREAS, K ALL DISTLRM AREAS AS 0E516NATED ON THE GRADING PLAN. NOT SODDED, SHALL BE SEEDED WITH BERMUDA GRASS DEED WITH A MIK ar EOOX BY WEIGHT AT A RATE OF 2 POUNDS PER 1.060 SQUARE FEET. I. PLANTED TREES MALL BE NO LESS THAN 6 FEET 24 INITIAL HEIGHT REWIRED FOR TURF AND LANDSCAPED AREAS. 3. THE OWNER WILL CONTINUOUSLY MAINTAIN THE REWIRED IANp$CAPING IN ACCORDANCE WITH LDC SECTION 25-2-984 © LANDSCAPE DETAILS 50A TREE FLANISNG (TYP.) 500 SHRUB PLANING (TYP.) SDE GROUNDCDVER PLANTING (71 1 LANDSCAPE NOTES 77A STEEL. EDGING (E(P.) S11E PLAN ( CEI`! CF GPAPi=MINE APPROVE z SHEET.__UF_= k I aoor h'e-f ru_�, s, a APPROVAL DOES NOT AUTHORIZE ANY A WORK IN CONFLICT V ITH ANY CODES OR , �IiS-' IE- 1 -4 Ie .�-_ I _ I ;..IytlI...i�E�•- 77 PLrnW 5rwm .. ..,_•,.:r� J J gr -1 M-3� Lu I zW U) :PimmQ s wrl '.4NI$�E��` :•. �'1�.� H r '- C � z o PnNnativ nrs-I a �>>c r�livnlv�,c�. DEPARTMENT OF DEVELOPMESlNT S i LICMIAC E Ei l I J i - Y 3 /fir rrCV VEU ❑T LL - MIL AWNIkG, n Eelol -`iil_I '.I�- 7 IiE— �1m. F I '� � U�3111NC _: ss -1 PYRRE. I DATE d - - I Flk. rLgbR FlN. FLR6R meggbR k FRAUE' Nw. Fwok CQwN cruN AS SC ED. PAINT r1N'�SH !n 1 _ GENERAL NOTES 3 SOUTH ELEVATION _ 4 NORTH ELEVATION 1. PLANT Al SURFAV1 MOUNTED ELECTRICAL EQUIPMENT, RACEWAYS, PANELS, CONOUITS, —.....-.� _ PEPES, AND OTHER SUCH ITEMS. 00 NOT PAINT OVER ANY IDENTIFYING LABELS, TAGS OR PLATES. — 2,R ER TO ELECTRICAL DRAWINGS FOR J pKI'l 5HEO METAL LIC HMFG FIXTURE SPECIFICATIONS, J 1 \ i6' 3. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION REGAROING LMLLTY EQUIPMENT AND DEVICES, EXTERIOR FINISw! MATERIALS _E CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING + -1 COLOR #1 I COLOR #2 G-1 CLEAR STOREFRONT GLASS Pwt PREFINISHED METAL DOLOR #1 TT -I LIMESTONE VENEER 70-1 SIMULAVO CAST STONE 55-T STANDING SEAM METAL ROOFING PFI PANT CO.OR #1 P€-2 PAINT COLOR #2 7Pr-1 PAINT COLOR #3 8".9" THRODGH WALL B� OVERFLOW SCuppER� HEAD THROUGH WALL SCDAPEA O LEADER HEAD 19 aaeN ONE OF ROOT' SURFACE 1-2 PREFINGHED LEADER HEAD 2• 2' 'lPREFMISHEO DOWNSPOUT 7 ELEVATION DETAIL 1._k. I' 1' 3' AL I LIMESTONE VENEER ALUM. STOREFRDNT FRAMINGo I, RN. F__ I FIN. RUDOR L4) +z" 1 EAST ELEVATION 5 ELEVATION DETAIL 6 ELEVATION DETAIL .l1i;z Architects Archlteciure Space F lanning later Lar tJesiLIn :3102 Maple Avenue Suite 45G €7allas,TLxaG 15201 (214) 953 9380 (214) 953-9381 fax rkl ei n @hal pachdielz.ca m www.ha€bachdi etz. com ¢�4 ASC Irv:;... ski"•.'Si f •..�ZS Bt ��.�V' e OF o5•lfc'�6 COPYRICHTC)2006, HALBACH•DIETZ ARciA17EC7s Ill- !l ll 1 -4 Ie COPINA rua J J Lu I zW U) ELEVATIONS � H r Z C � z LJ r 1 sz� a Phase:PERMITTING 0—i IMULATED CAST L,LI G5-1 IE FS CONTROL JOINTS EIFs-1 s• AWNING SUPPORT. _ PAINT FINISH ' SS -1 W i l � 30 METAL AWNING "-'-- W/PREFfNISHED s--- �_ METAL & ROOF PANELS !e PAINTED FRA1{E 5 '3 3 € A10 If T _3 3. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION REGAROING LMLLTY EQUIPMENT AND DEVICES, EXTERIOR FINISw! MATERIALS _E CLEAR ANODIZED ALUMINUM STOREFRONT FRAMING + -1 COLOR #1 I COLOR #2 G-1 CLEAR STOREFRONT GLASS Pwt PREFINISHED METAL DOLOR #1 TT -I LIMESTONE VENEER 70-1 SIMULAVO CAST STONE 55-T STANDING SEAM METAL ROOFING PFI PANT CO.OR #1 P€-2 PAINT COLOR #2 7Pr-1 PAINT COLOR #3 8".9" THRODGH WALL B� OVERFLOW SCuppER� HEAD THROUGH WALL SCDAPEA O LEADER HEAD 19 aaeN ONE OF ROOT' SURFACE 1-2 PREFINGHED LEADER HEAD 2• 2' 'lPREFMISHEO DOWNSPOUT 7 ELEVATION DETAIL 1._k. I' 1' 3' AL I LIMESTONE VENEER ALUM. STOREFRDNT FRAMINGo I, RN. F__ I FIN. RUDOR L4) +z" 1 EAST ELEVATION 5 ELEVATION DETAIL 6 ELEVATION DETAIL .l1i;z Architects Archlteciure Space F lanning later Lar tJesiLIn :3102 Maple Avenue Suite 45G €7allas,TLxaG 15201 (214) 953 9380 (214) 953-9381 fax rkl ei n @hal pachdielz.ca m www.ha€bachdi etz. com ¢�4 ASC Irv:;... ski"•.'Si f •..�ZS Bt ��.�V' e OF o5•lfc'�6 COPYRICHTC)2006, HALBACH•DIETZ ARciA17EC7s Ill- !l ll z 0 Revisions: Q (WE____�� J J Lu I zW U) ELEVATIONS � H r Z C � z LJ r 1 sz� a Phase:PERMITTING File Name: v L,LI z 0 Revisions: Sheet Title: EXTERIOR ELEVATIONS [late: 05/15l2008 Project No: D05032 Phase:PERMITTING File Name: A201-1705032 Shaet No, A201 Ol B A sheets