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HomeMy WebLinkAboutItem 03 - CU01-07 Grandy'sTO: FROM: MEETING DATE: SUBJECT ------------ _ Grapevine Lake i` 001'e Oct. / C G ITEM 0 3 _ HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSI ROGER NELSON, CITY MANAGE H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICESV FEBRUARY 20, 2001 DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU01-07 APPLICANT: Mike Farhat PROPERTY LOCATION AND SIZE: The subject property is located at 3525 Grapevine Mills Parkway, and platted as Lot 2, Block 1, Farhat Brothers West Addition. The addition contains 36,838 square feet and has approximately 152 feet of frontage along Grapevine Mills Parkway. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to allow the development of a restaurant with a drive-thru window. The applicant is proposing the development of a 2,714 square foot Grandy's restaurant near the northwest corner of Grapevine Mills Parkway and Grapevine Mills Boulevard North. One monument sign is proposed along Grapevine Mills Parkway. PRESENT ZONING AND USE: The property is currently zoned "CC" Community Commercial District and is undeveloped. 0:/zcu/CU01-07.4 1 February 12, 2001 (4:59PM) The subject property was rezoned in the 1984 City Rezoning from "I-1" Light Industrial to "PID" Planned Industrial Development. The property was then rezoned in 1985 as a part of the "Terra Tract' to "R -MF -1" Multifamily District, "R -MF -2" Multifamily District, "HCO" Hotel/Corporate Office, "LI" Light Industrial, "CC" Community Commercial and "PID" Planned Industrial Development. The property never developed A conditional use permit (Ord. No. 98-37) was approved for the site to the east in March 1998, allowing for the possession, storage, retail sale and off -premise consumption of alcoholic beverages (beer and wine only) in conjunction with a convenience store, fast food restaurant, car wash, gasoline sales and a 35 foot pole sign. An amendment to the conditional use permit was approved in September 1998 (Ord. No. 98-111) that revised both the floor plan and the elevations and added a monument sign to the site. A conditional use permit for a restaurant with drive-through service and a 26 -ft. pole sign was approved for the subject site in July 1999 (Ord. No. 99-108). SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC", Community Commercial District - vacant SOUTH: "HCO", Hotel Corporate Office District - vacant EAST: "CC", Community Commercial District — Magic Mikes and Jack in the Box WEST: "PID", Planned Industrial Development — Cross Creek Ranch AIRPORT IMPACT: The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. in Zone B, the following uses may be considered only if sound treatment is included in building design: multi family apartments, motels, office buildings, movie theaters, restaurants, personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use in this noise zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's proposal is in compliance with the Master Plan. o:/ZCu/CU01-07.4 2 February 15, 2001 (8:56AM) The Thoroughfare Plan designates Grapevine Mills Parkway as a Type E Collector with a minimum 75 feet of right-of-way developed as four lanes. /rs 0;/zcu/000I-07.4 3 February 12, 2001 (4:59PM) CU99-50 CU00-56 CUOD-73 SU98-12 R -W-2 CC Dad Ratrictod Z8 Z9 -06 Z85-2.3 Z95-06 DEED RESTRICTED -' -2 CC 299-06 ZC `� cu" -28 PID -- 9-1 11 R.-�-2 CCC Z85-23 PIDcrBa Z95-06 CU98-15 ct�o-o3 CU99-28CU00- CU99-58 tM540 CU00-28 - - - DEED RESTRICTED GU OC Z96-08 Z99-02 L HCO CC ZW20 i " = i -- i Grandy's RECEIVED Ti A d I VINE CONDITIONAL USE APPLICATION Farm "A" PART 1. APPLICANT INFORMATION Name of applicant / agent: ' T Street address of a c nt/agen 3500 6;4A £V; N 'L Gs Pw s O State// Code of applicant / agent: % /7 V/ E Telephone r4imber of applicant / agent: z / Fax number ofdcant / app /agent / Z z Applicant's interest in aubject pmpody: Dqw /V PART 2. PROPERTY INFORMATION Sheet address of subject property is Y i n -P i! S Laga! description cf st4ect property (metes b bounds must be described on x I j, shoot) 1.07 to l T n -04E E.§ '4 DV) I ze ofsubt proporty 4 Y Acres Scuare foots c Pmesent zoning class cation: sed of the p l"�juse Q � Minirnum/maximum dtstrfct size for condittor;aiuse requost: Zoning ordinance provision requlnng a conditional use: PART 3, PROPERTY OWNER INFORMATION Name a currant roperty owner f /�' � 7- 43 pc+� ,v Siwe.' address of property owner. 35©o G EV, Arm w (0 0 City ate / Zip Code of property owner %` ?C aleptrone number 67 -property owner. 2 7z c-1 Z Fax number of property owner. -7Z'1 -1M z 3 -3 -VE Submit a letter doscribAng the proposed condltfonal use arxh note the request an the site Pim document U M the same tetter, descrfbe or show on the site plan, and conditional requirements or conditions imposed upon the parvcular conoxt onaf use by applicable dfstrlct reputations (example, buffer yarns, distance between users) O In the some letter, descrfbo whether the proposed condfbbnal use will, or wiA not cause substantia/ harm to the value, use, or enjoyment of other Property in the nalghbarhood, Also, describe how the proposed coftditional use wpl add to the value, neighborhood. use or enjoyment of other property in the O Application otsita plan approval (Section 47, see attached Form B' . 10 The site plan submission shell meet the requirements of Section 47, Slie Plan dements. REC,c,VED PLA/VtVlIVG OFA The State Of County Of �112 r of, C,+ Beflofe me AWtsr", on this day perwall'y appeared known to me (or proved to me on the oath of card or other do=enO to be the person whose name Is subscribed to the lbregoft instrument and ackrowfadgQd to me that he executed the same for the purposes and consideration therein expressed. day or n U-/2 A.D. Zco,6. SHERYL L EH LER My COMMISSION EXPIRES August 12, 20033 ujfaz A4 Mary y In Arid Fo"Stefe Of 7 axes Al - 1-14-41111KF- The state Of "L pyinfe C,GUW Of s4L 4 ick Before Me Q t7,. r,1 r -A on this day personalty appeared &"Ol/ ... j l(Maly) (Plbperly O%W&T- knowr to me (or proved to me on the oath of card or other document) to be the person whose name Is subscribed to the tomgoing insbvment and acknowledged to me OW he executed the some for the PuMam and conskioration tweln expressed, (Seal} Giv — — I a I'll day of 11CL nen y___., A.D. ZAOa SHERYL L. EHLER MY COMMISSION EXPIRES August 12, 2003 I*ary K AMFoMWe Of Texas RECEIVED JAN", �� .2001 PLANNING ACKNOWLEDGEMENT All Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how minor or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. Any application for a change In zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of four months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. if after said period of four months an application has not been scheduled before the Commission and Council said application shall be considered withdrawn, with forfeiture of all tiling fees. The application, along with the required filing fee may be resubmitted any time thereafter for reconsideration. Delays in scheduling applications before the Planning and Zoning Commission and City Council created by city staff shall not be considered a part of the four month period I have read and understand all of the requirements as set forth by the application for conditional use or special use permit and acknowledge that all requirements of this application have been met at the time of submittal. _ / Signature of Applicant Date: Signa Date: ea e-/-1 % 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 CU01-07 TO ALLOW A RESTAURANT WITH A DRIVE-THROUGH WINDOW IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT REGULATIONS 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 City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control to be generated by the proposed use around the site and in the immediate neighborhood-, adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2 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. CU01-07 to allow a restaurant with a drive-through window (Grandy's) in a district zoned "CC" Community Commercial District Regulations within the following described property: Lot 2, Block 1, Farhat Brothers West Addition (3525 Grapevine Mills Parkway) 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. 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. ORD. NO. 3 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 20th day of February, 2001. ATTEST: ORD. NO. 4 — —I-1 — — 1 1 j � 1 W- T 1 j I E�) Nor58'48'E— 188.45' — — — -I' ( I ------------------ l —i —•`xi• I ( vjv + — �I 2 O CQ I 1 � i 1 i I 1 viv 4 GRAPEVINE MILLS PARKWAY (F.M. H vir i SANITARY SEWER PIP I `.I I UE TELEPHONE BDX CASE N1MOM CONDITIONAL USE REQUEST CIO --DT I CID. Qj CASE NAM MW UNAPEME ALIS PARKWAY I GG11 MAYOR SECRETARY 1 1 12.00' 1 o DATE: I ±,� d 1 1 PLO 01M Ab ZONING COMMISSION ^- StORM SEWER PIPE CHAVA" 8 w vv� DAR- IOre �•E'�z a a`T5Z?L9• •- _ O o � T 72-00' FT PROPOSED GRADYS 2,714 SQ. FT. 1 � ' T`� ' CONOCO 0.951TACRE DESIGNED AND CONSTRUCTED BY OTHERS i �---.._�—.--.— — • I 5 i 1 i 1. W1 N GRAPEVINE MILLS PARKWAY (F.M. 2499) 180' Izow. SANITARY SEWER PIP ' PROPOSED GRADYS 2,714 SQ. FT. 1 � ' T`� ' CONOCO 0.951TACRE DESIGNED AND CONSTRUCTED BY OTHERS i �---.._�—.--.— — • I 5 i 1 i 1. W1 PROPOSED corrtoue GRAPEVINE MILLS PARKWAY (F.M. 2499) 180' Izow. SANITARY SEWER PIP POWER POLE PP 20.00' 9,; 8' k PLANNING ENGINEERING SITE PLAN & DIMENSION CONTROL SCALE: 1" - 20'—O" GRAPHIC SCALE 18 --t I/V &� — -- lingI T I t 1iY p I tl) I `• _—JSSMH S —I • I 5 RETDCATED F.H. 1. W1 PROPOSED corrtoue GRAPEVINE MILLS PARKWAY (F.M. 2499) 180' Izow. SANITARY SEWER PIP POWER POLE PP CASE HAW. GRAN Y'S RESTAURANT UE TELEPHONE BDX CASE N1MOM CONDITIONAL USE REQUEST CIO --DT -•—• E — POWER UNE CASE NAM MW UNAPEME ALIS PARKWAY RmT n.rim N.H. (Allko) F784tBf _ , — MAYOR SECRETARY WATER METER COM DATE: GAS LORE MATE VALVE PLO 01M Ab ZONING COMMISSION ^- StORM SEWER PIPE CHAVA" 8 w ••^ +-_•• •� DAR- sHe i or 0 STORM STORM SE IYFR PARE FOUTTON SPRINKLER APPROVAL DOES NOT N11HORVE ANY WOW EXIMTWNG N OOHFUCT MIH ANY CODES Ate,/ -X —X OI OR DNANOM VAN ACCESSBIE OWARTMFWT OF OEYFLOI N T SERVICES R UTNIY HANDICAP PARTING V-1! S5ROA NG APPCH _ZFHANOETNL DICAP80A SIGN - REF. �DUMPSRER- ` I L-- I 0" x W-1 s �--BUMPERS -- .a • I �r CONTINUO 1 • — _ �I �� STRIPING M CROSSWAL • I • ' PLAN TYP PAINTE6 . +I STRIPES - a A.L. PA 6 • + l LOCATION! 1 • RANOCAP L — — I — '- IN PARKII 8'-0" 80" MIN B'-0" SPACE: VON•ACCESSIBLE 1 . I _DETAIL -_HANDICAP PARKING GRAPHICS �+ OZ SCALE: NONE'-----...-_ .. I . g ��� . + PER CRY REQUIREMENTS oc4 1e.tTD' 1 ' y pARK[NG CAP PAPE BFHINDZ LEGa 1 . i. RAOKO k DORM BACKGRWHITE N SYMBOL•YMIIE 0 BACKGR 2 3/8" O.D. GALV.- 10 STEED. POST. VAN .) ACCESSIME o ONLY WHERE REQUIRED x o SITE CONCRETE OR FINISHED GRADE 3000 PSI CONC. `•I I I' 1 DETAIL -_HANDICAP SIGN (: 3SCALE:NONE EXISTING ROAD WINNING ril. ��EX2STORM boST. 24 R.C.P_ ---__--- EXIST. 30` R.C.P. SANITARY SEWER OR SS 4 --[r.'.�� -- — DOMING CONr011R5 STORM SEWER MANMH MOP' CLEAN OUT CO O 1. W1 PROPOSED corrtoue FIRE HYDRANTM - -t S — SANITARY SEWER PIP POWER POLE PP -- N --WATER UE TELEPHONE BDX TB ❑ -•—• E — POWER UNE E-MAILBHUDSON900(@,\OL.COM RmT n.rim N.H. (Allko) F784tBf _ , — TEL04O IE UNE WATER METER COM ---1:A4— GAS LORE MATE VALVE OV j ^- StORM SEWER PIPE SURFIMD HOLY 8 w ••^ +-_•• •� STORM STORM SE IYFR PARE FOUTTON SPRINKLER 71\ EXIMTWNG HM LOCATION Ate,/ -X —X VAN ACCESSBIE DFJLDE'- -- R UTNIY HANDICAP PARTING EASEMENT SPACE DR+RUBE OR TRAFFIC FIM AMU SIGN LOGTNXN -- RIME IIF WAY Olfv S.I.R. SET pW MIn Ti. R. 4TY11I1 YNYJ R+ NOTES: 1. OONDRONW- USE REQUEST CUOI-07 IS A REQUEST TO ALLOW DEVELOPMENT OF A RESTAURANT WITH DRIVE-THRU WINDOW. 2- ALL REQUIREMENTS OF SECTION 25, "CC" COMMUNITY COMMERCIAL DISTRICT SHAT BE MET. 3. ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHWl 1E MET. 4. ALL REQUIREMENTS OF SECTION 58. OFF-STREET PARKING REQUREMENTS SHALL DE MET. S. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH SECTION FMO. SON STANDARDS. a.. GENERAL NOTES: 1. ALL CONSTRUCTION SHAM. CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF THE COY OF GRAPEVINE, TEXAS '.. 2. CONTRACTOR SHALL PROVIDE `AS BUILT' PLANS TO THE ENGINEER BRE CORTRECTED TOO REFLEDCT�"AS BURY FNGINEERING CONDITIONS. PLANS MAY 3. THE CONTRACTOR SHWl BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESINVITE S, RK .4ATIO WARNING EN THE PUBLIC SAFETY ANDPTED BY T&TH"6HE TYw9WRICADES, 4, THE LOCATIONS OF EXISTING UTILITIES SHOWN ON TFIESE PLANS ARE APPROXIMATE. IT IS THE RESPONSIBIUIY OF THE CONTRACTOR TO LOCATE AND VERIFY IN THE FIELD ANY UTILITIES THAT MAY )NCRETE CONFLICT WITFI HIS CONSTRUCTION. AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND LTIIITIES, NOTIFY THE FOLLOWING APPUCA&.E CITY OF GRAPEVINE - PED �E STAR GAS COMPANY 3430-1561 10-1850 IRRIGATION NOTES: G 1. ALL WORK IN ACCORDANCE WITH CITY OF GRAPEVINE AND N.T:C.O.G. STANDARD DETAILS AND SPECIFICATIONS. 2. IRRIGATION CONTRACTOR TO SUBMIT SHOP DRAWINGS OF IRRIGATION SYSTEM LAYOUT AND USF OF EQUIPMENT PRIOR TO INSTALLATION. :R 3. POWER TO CONTROLLER SUPPUED BY OTHERS. '.. 4. ALL HEAD PLACEMENT AND PIPING 15 DUVI'RAMMATIC. S. HEADS AND PIPING SHALL BE INSTALLED INSIDE PROPERTY UNE. 6. ALL LATERAL, PIPING NOT SIZED IS 1/2 7. ADJUST SPRAYS SUCH THAT MINIMAL WATER OVER SPRAYS PARKING AREAS AND DRIVEWAYS, YET ALLOWS SUFFICIENT COVERAGE. S. DISTRIBUTIONS UNES ARE TO BE BURIED 12" REM FINISHED GRADE, MULCH TOP COVERING IS NOT TO BE CONSIDERED SOIL 9. ALL EQUIPMENT TO BE RANBIRD MODEL OR APPROVED EQUAL 10, ALL DISTRIBUTION LINES SWWl BE CL 200 PVC. 11. ALL SLEEVES SHALL BE SCH 40 WC. TRAFFIC CONTROL NOTES: 1. THE TXDNTACTIXR SHWl PLACE ALL SONS AND OTHER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE BARRICADE AND CONSTRUCTION STANDARDS 9C(1)-9 114ROMH 00(9)-92 OF THE TEXAS DEPT. OF TRANSPORTATION. GREEN 2. LOCATIONS OF SIGNS AND TRAFFIC CONTROL DEVICES AS SHOWN ARE UE APPROXIMATE AND MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER TO D FIT THE CONDITIONS OF THE WORK. 3. THE ENGINEER MAY DIRECT THE CONTRACTOR TO PLACE ADDITIONAL SIGNS AND TRAFFIC CONTROL DEVICES AS NECESSARY TO FIT THE CONDITIONS OF THE WORK. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THESE CHANGES. 4. THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL SIGNS AND WARNING DEVICES THROUGHOUT CONSTRUCTION ADN SHWA. REPLACE ANY THAT BECOME DAMAGED OR UNSERVICEABLE AT NO ADDRIONAL COST. m m !.1 TP.L � �yL�3.•TT FIRE LANE STRIPING SPECIFICATIONS AND REQUIREMENTS THE ACCESS ROADWAY AND/OR FIRE LANE SMALL BE STRIPPED ON A PAVED SURFACE, AND BE CLEARLY MARKED ON THE PAVEMENT WITH A "RED- LINE AT LEAST FOUR (4) INCHES WIDE -NO PARKING' AND -FIRE UNE" IN NOT LESS THAN FOUR4) INCH LETTERS M "W1HffE" $FWl BE PLACED EVERY OTHER FIFTEEN (15) FEET ON THE STRIP. WHERE THE FIRE LANE IS ADJACENT TO A CURB, THE MORE CURB SHALL BE PAINTED. A LEGEND STATING "NO PARKING - FIRE LANe OF A MINIMUM OF EIGHTEEN (18) INCHES PANTED IN `YELLOW" SHAT BE PLACED AT ALL ENTRANCES TO THE FIRE LANE (LETTERING MAY BE LARGER, BUT 18` IS MINIMUM). ALL FIRE LMffS SHAT CONNECT AT BOM ENDS TO A DEDICATED STREET OR BE CONSTRUCTED WITH TURNAROUND AREAS AT THE DEAD-END WITH A MINIMUM RADIUS OF FIFTY (50) FEET. ALL PANT REFERRED TO SHALL BE A TRAFFIC MARKING PNM. WHEN REQUIRED WRING CONSTRUCTION OR OTHER TEMPORARY USE, APPROVED SONS SHALL BE PROVIDED AND MAINTAINED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS AND PROHIBIT THE OBSTRUCTION THEREOF OR BOTH. SON MUST BE SECURED $0 THAT THEY CANNOT BE MOVED UNTIL PERMANENT FIRE LANE IS PANTED, FLOWER or VICINITY MAP SCALE : NONE OWNER/DEVELOPER : ENGINEER'S SEAL ENGINEERING SITE PLAN AND DIMENSION CONTROL HUDSON ENGINEERING COMPANY ••' TIE SM PPPDVWIM ON GRANDY'S RESTAURANT 308 N.W. SECOND STREET, SUITE 4 *' S* RES T W. MIDM01L PZ 3W1 ON CONDITIONAL USE REQUEST CUO"7 GRAND PRAIRIE, TEXAS 75050 FARHAT BROTHERS '"'0" "'""'A"' 3551 GRAPEVINE MILLS PARKWAY TELE. (972) 262-9383 FAX. (972)) 262-9384 smsrom Colum OF AQ DOMRIENT LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION E-MAILBHUDSON900(@,\OL.COM RmT n.rim N.H. (Allko) F784tBf uw:rfrm. GRAPEVINE, TEXAS 1 FEBRUARY 09, 2001 ENGINEER'S SEAL ENGINEERING SITE PLAN AND DIMENSION CONTROL ••' TIE SM PPPDVWIM ON GRANDY'S RESTAURANT *' S* RES T W. MIDM01L PZ 3W1 ON CONDITIONAL USE REQUEST CUO"7 or, �IU:Y1�E ... 3551 GRAPEVINE MILLS PARKWAY —o Oso•.ALISWO OF AQ DOMRIENT LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION W E ��� ....... RESPONSIBLE m LE Emo Is AN CRUISE GRAPEVINE, TEXAS 1 �o E� Um" VIE IDAS Dowcum PGE. — ona o r i —i `— — m 6' NOYSB'48`E186.45' — _ _`♦- ,;.-7,-- �-- _..„, • 8 +I+ I I i + Q I '4 I «I `4 I I I •4y I . I I I ++ 1 4- I. I �w I I I I }r��(E I l I I + "' I PROPOSED ie. + I ` I GRANDYS i I 2.714 SQ. FT. plg. CONOCO i LOT 1 I i. ' 0.951 AM„ 7J - DESIGNED MO CONSIRLIC ED BY OMERS _ I 1 10 I TT I a + id _ -� lffl---------- --------- =--a `- E�) 0 {,J UTILITY PLAN SCALE: 1- - 20•_0• GRAPHRC SCALE 20 10 GRAPEVINE MILLS PARKWAY (F.M. 2499) 160' R.O.W. CASE NAE: ORARDYS PESTAUWO CASE NAMBTIE COMHIONAL USE QST O-07 CASE NAME Mt ORAPEWWE MILS PARKWAY fAKOR SECRETARY DATE PLAN 4* AND Z"10 Od1WS9ai awRMAN OATS SHEET.--i—or 6 APPROVAL DOES NOT AUM ORVE ANY WOW N CONFLICT MIN ANY COCA'S OR 0RD*IMCM DEPARTMENT OF DEMOH'IENT SEANCES 1-16"x1 1/2' TAPPING TEE 1-1 1/2' DOM WM AND VALVE 1-1 1/2' IRR WM AND VALVE k OWN CNILKIIG FET6t1I.E EXISTING WAD WIDENING4-- �. _.,.. IST. 20' STORM INLET \\ -DOST. 24' R.C.P_ EXIST. 30' R.C.P. DO_ UBLE_ CLEANOUT NONE GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM EOW TO THE RREMENTS OF THE STANDARD SPECIFICATIONS OF THE CITY OF GRAPEVINE, TEXAS, 2, CONTWCTOTt SHAT PROVIDE AS BUILT- PLANS To THE ENGINEER SO THAT THE REPRD"BLES OF THE ENGINEERING PLATS MAY BE CORRECTED TO REFLECT AS BULLY CONINRONS, 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SKINS, LTC.) TO PROTECT THE PIDIIC SAFETY AND HEALTH UNTO. THE WORK HAS BEEN COMPETED AND ACCEPTED BY THE CITY. 4. THE LOCATIONS OF EXISTING UTIURES SHOWN ON THESE PLAINS ARE APPROXIMATE IT IS THE RESPONSIBILITY OF THE OONMACTOR TO LOCATE AND VERIFY M THE FIELD ANY U11UT ES THAT MAY CONFLICT WITH HIS CONSTRUCTION. AT LEAST 40 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND UTILITIES. NOTIFY THE FOLLOWING AND ANY OTHER THAT MAY BE APPLICABLE. GRADE CRY OF GRAPEVINE SEWER/WATER/TRAFFIC - LONE STM GAS COMPANY 1-800-344--6377 SOUTHWESTERN BELL 1-800-395-0440 TEXAS UTILITIES POWER COMPANY t -BOD -233-2133 T.C.I. CABLE 214 320-7396 AT&T. 1-800-344-8377 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES CROSSED OR EXPOSED BY HIS WORK. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CVY. BROKEN. OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE SAME TRAM THE SAME TYPE OF ORIGINAL MATERIAL OR BETTER AT HIS OWN EXPENSE FAILURE TO SHOW UTILITY OR SERVICE LINES ON THE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PREVENT DAMAGE TO SAID LINES. 6, STABILIZED CONSIBOCTON ENTRANCE SHALL BE MAINTAINED. SEDIMENT TRACKED INTO EXISTING STREETS SHALL BE REMOVED IMMEDIATELY. 7. All UTILITY WORK N COY R.O.W. TO BE IN ACCORDANCE WITH CRY OF GRAPEVINE SPECIFKi1T10NS ATTACHED TO THESE PUNS: 'SANITARY SEWER SHEET 1 STANDARD DETAILS' 'WATER IMPROVEMENTS STANDARD OETAJLS7 'PAVING SHEET 3 STANDARD DETAILS' 8. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS, PAYMENT OF ANY FEES AND PROVIDING BONDS NECESSARY FOR WORK 14 ANY PUBLIC RO.W.'S AS REWARED BY ANY GOVERNMENTAL AUTHORITY, 9. ALL PWMBING LINES. ELECTRICAL CoNDEITS AND PVC SLEEVES TO BE IMBEDDED IN 12' OF SAND, BACKFILLED # COMPACTED WITH SELECT FILL ALL EMPTY COMMITS TO HAVE END CAPS. CONDUIT FOR ELECTRICAL TO HAVE FULL STRINGS. 10, CONTACT THE CITY ENGINEER (972/216-635J) FOR SCHEDULING OF PRECONSTIMDON MEETING PRIOR TO STALING CONSTRUCTION ON THE PUBLIC WORKS PORTION OF THE PROJECT. It. IN STREET CONSTRUCTION BMRGAUE LAYOUT mm MEET TMINOU WORK ZONE REWIREMENTS. 11 _ 'I�-� it LAB- j���%"` ' ` i Til a SPECIAL .I E SS .G ALL FIE M" IAHDStA *RAM STORM SEWER M A41K)LE MH Wtl BE IODS IRPoGTED BY �. CASTING AN L)NOEROMMO N/OOMAM "97, ---_.-.--ELLE-.--_...___.------- --- SSM” S -- ---------------- --_---.--__.. _.-_ _ — S S S -- S --- S S. LANDSCAPE CONROACNR. 152,4 RELOCATED F.H. EXISTING APPROACH ` GRAPEVINE MILLS PARKWAY (F.M. 2499) 160' R.O.W. CASE NAE: ORARDYS PESTAUWO CASE NAMBTIE COMHIONAL USE QST O-07 CASE NAME Mt ORAPEWWE MILS PARKWAY fAKOR SECRETARY DATE PLAN 4* AND Z"10 Od1WS9ai awRMAN OATS SHEET.--i—or 6 APPROVAL DOES NOT AUM ORVE ANY WOW N CONFLICT MIN ANY COCA'S OR 0RD*IMCM DEPARTMENT OF DEMOH'IENT SEANCES 1-16"x1 1/2' TAPPING TEE 1-1 1/2' DOM WM AND VALVE 1-1 1/2' IRR WM AND VALVE k OWN CNILKIIG FET6t1I.E EXISTING WAD WIDENING4-- �. _.,.. IST. 20' STORM INLET \\ -DOST. 24' R.C.P_ EXIST. 30' R.C.P. DO_ UBLE_ CLEANOUT NONE GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM EOW TO THE RREMENTS OF THE STANDARD SPECIFICATIONS OF THE CITY OF GRAPEVINE, TEXAS, 2, CONTWCTOTt SHAT PROVIDE AS BUILT- PLANS To THE ENGINEER SO THAT THE REPRD"BLES OF THE ENGINEERING PLATS MAY BE CORRECTED TO REFLECT AS BULLY CONINRONS, 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SKINS, LTC.) TO PROTECT THE PIDIIC SAFETY AND HEALTH UNTO. THE WORK HAS BEEN COMPETED AND ACCEPTED BY THE CITY. 4. THE LOCATIONS OF EXISTING UTIURES SHOWN ON THESE PLAINS ARE APPROXIMATE IT IS THE RESPONSIBILITY OF THE OONMACTOR TO LOCATE AND VERIFY M THE FIELD ANY U11UT ES THAT MAY CONFLICT WITH HIS CONSTRUCTION. AT LEAST 40 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND UTILITIES. NOTIFY THE FOLLOWING AND ANY OTHER THAT MAY BE APPLICABLE. GRADE CRY OF GRAPEVINE SEWER/WATER/TRAFFIC - LONE STM GAS COMPANY 1-800-344--6377 SOUTHWESTERN BELL 1-800-395-0440 TEXAS UTILITIES POWER COMPANY t -BOD -233-2133 T.C.I. CABLE 214 320-7396 AT&T. 1-800-344-8377 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES CROSSED OR EXPOSED BY HIS WORK. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CVY. BROKEN. OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE SAME TRAM THE SAME TYPE OF ORIGINAL MATERIAL OR BETTER AT HIS OWN EXPENSE FAILURE TO SHOW UTILITY OR SERVICE LINES ON THE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PREVENT DAMAGE TO SAID LINES. 6, STABILIZED CONSIBOCTON ENTRANCE SHALL BE MAINTAINED. SEDIMENT TRACKED INTO EXISTING STREETS SHALL BE REMOVED IMMEDIATELY. 7. All UTILITY WORK N COY R.O.W. TO BE IN ACCORDANCE WITH CRY OF GRAPEVINE SPECIFKi1T10NS ATTACHED TO THESE PUNS: 'SANITARY SEWER SHEET 1 STANDARD DETAILS' 'WATER IMPROVEMENTS STANDARD OETAJLS7 'PAVING SHEET 3 STANDARD DETAILS' 8. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS, PAYMENT OF ANY FEES AND PROVIDING BONDS NECESSARY FOR WORK 14 ANY PUBLIC RO.W.'S AS REWARED BY ANY GOVERNMENTAL AUTHORITY, 9. ALL PWMBING LINES. ELECTRICAL CoNDEITS AND PVC SLEEVES TO BE IMBEDDED IN 12' OF SAND, BACKFILLED # COMPACTED WITH SELECT FILL ALL EMPTY COMMITS TO HAVE END CAPS. CONDUIT FOR ELECTRICAL TO HAVE FULL STRINGS. 10, CONTACT THE CITY ENGINEER (972/216-635J) FOR SCHEDULING OF PRECONSTIMDON MEETING PRIOR TO STALING CONSTRUCTION ON THE PUBLIC WORKS PORTION OF THE PROJECT. It. IN STREET CONSTRUCTION BMRGAUE LAYOUT mm MEET TMINOU WORK ZONE REWIREMENTS. 11 _ 'I�-� it LAB- j���%"` ' ` i Til a SPECIAL .I E BELL OF CURB I ggmiD SERYIZ lb R USED FTM a DaMEsltc. 7D OEIE71MiE i SERVICEM TTSE. r wor, GTMIRACTDa NEW MAZER SERVICC SAWARY SEWER OR SS .G ALL FIE M" IAHDStA *RAM STORM SEWER M A41K)LE MH Wtl BE IODS IRPoGTED BY �. CASTING AN L)NOEROMMO N/OOMAM "97, SPPoNEOfR SYSTDA Dt" BY .6' STOPPER LANDSCAPE CONROACNR. FH -♦- `' --- LB CONCRETE POWER POLE PP o CONTRA" TO CONTACT LIE ALL LNDEAOROUNA UULLTY COM'ANIM PRM TO BELT XZETE OF ANY IXCJAMTION WORK. POWER UE BELL OF CURB I ggmiD SERYIZ lb R USED FTM a DaMEsltc. 7D OEIE71MiE i SERVICEM TTSE. r wor, GTMIRACTDa NEW MAZER SERVICC SAWARY SEWER OR SS .G F ntm CONTOURS STORM SEWER M A41K)LE MH CLEAN OUT CO O - Tsaot PROPOSED caNTaLRs FIRE HYDRANT FH -♦- `' --- SANITARY SEWER PPE POWER POLE PP o _ W _WATER LIE TELEPHONE BOX 78 E]"-- E — POWER UE —T --- 13,EPF10NE ULE WATER METER wM —.- OA5 __ OAS LRE GATE VALVE W STORM SEWER PPE OUMTMD HOLLY B _... PROPOSED STORM SEWER PIK IRRIGATION S R"40 -ER /"T EXTSTNG HEAD LOCATION i,�l -X —X --X -. FENCE VAN ACCESSIBLE NAlDUYP PARKING MALE-- — E k UTILITY SPACE --� LWMIUCE OR TRAFFIC FLOW ARROW SIGN LOCATION RIGHT OF WAY R.O.W. SLR SET NOM ROD F.I.P. FOUNT NON ROD GM GAS METER OWNER/DEVELOPER : BROTHE ST IImf:RmCAM" eW'mm mw -m °Fmm ' m M (). (Mite) FITQM61 ENGINEER'S SEAL 4wky N NXTm P.E. 36421 ON JLIMAN OF A SMED DOCUMENT WIIIDVT P@POICRMER 6 JR 1R NOi:TO I: TO THE FiSPlpL�IE OFFINSE RANI INE 7006 9wNDm JCA. FLOWER D or VICINITY MAP SCALE : NONE HUDSON ENGINEERING COMPANY 306 N.W. SECOND STREET, SUITE 4 GRAND PRAIRIE, TEXAS 75050 TELE. (972)262-9363 FAX. ((972)262-9364 E-MAIL:BHUI7SON900@AOL.COM JANUARY 11, 2001 UTILITY PLAN GRANDY'S RESTAURANT CONDITIONAL USE REQUEST GU01-07 3551 GRAPEVINE MiLLS PARKWAY LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION GRAPEVINE, TEXAS Z 1 ' C"T 1 ^� 5' BUIIDIfN�(, SETBACI a 1 I I i 0 IMILET I I O I NO2-58'48'E— —1.45- --------------- L ..45'--------_--__..__..-1 lh%l..Illlll • ` y`���` � \\\� I���I111��111J���� I 1 I 1 — \------------------------------------- —.....� SSMH �s P.O.B. ®� GRADING AND DRAINAGE PLAN SCALE: 1' - 20'-0" GRAPHIC SCALE 1 1 — nt ER 1 I I 5 �w--s EXISTING APPROM !�'-, ExISTING ROAD WIDENING j'"•�1. �.FJ(IST. 20' STORM -------- -- -- --------./ �--kISEW`�ER LNIiT GRAPEVINE MILLS PARKWAY (F.M. 2499) 180' R.O.W. CASEMAME, GRAMOYS RESTAURANT CASEWillemWICONXIIONA. USE REALEST CUM -OT C'm NATE M51 CRAPEW E MUS PARKWAY MAYOR SECRETARY DATE MW" AND Z"W OMAR$ @t CNANMAR DAZE %WET: 3 OF 6 APPROVAL. DOES NOT AVIHORIM AMY WOWR M COWL= PATH ANY OGDES at ORDNANOM WARRENT OF DEYFLOPNENT SEWOM POST. 24' R.C.P_- ------E05T. 30" R.C.P. GENERAL NOTES: 1. A GRADING PERMIT MUST BE OBTAINED FROM CRY OF GRAPEVINE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. Z EROSION CONTROL WILL BE REQUIRED DURING ALL PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES PER CITY OF GRAPEVINE STANDARD REQUIREMENTS. SITE WORK GRADING PREPARATION 1. INCLUDE ALL DEMOLITION AS REQUIRED FOR CONSTRUCTION. EXCEPT REMOVAL OF RESIDENCE WHICH SHALL BE MOVED BY OWNER. EXISTING HOUSE FOUNDATION AND BRICK TO BE REMWED BY DEMOLITION CONTRACTOR. BURY DEBRIS ON REM PORTION OF LOT AT SITE DESIGNATED BY OWNER (SEE PLAN). 2. SUBGRADE PREPARATION: SURFACE VEGETATION AND ANY FOREIGN MATERIALS SHOULD BE STRIPPED AND REMOVED PRIOR TO CONSTRUCTION OF THE BUILDING PAD AND PAVEMENTS. T IS ESTIMATED THAT THIS MAY CONSIST OF STRIPPING BETWEEN 3 TO 8 INCHES OF EXISTING SOILS AT THE SHE. 3. GOOD DRAINAGE SHOULD BE ESTABLISHED AT THE OUTSET OF CONSTRUCTION AND MAINTAINED TO PREVENT WATER FROM PONDING IN THE BUILDING AND PAVING MEAS. 4. WASTE CUT ON UNUSED PORTION OF LOT. LEAVE SMOOTH IN MOVABLE CONDITION, 5. CUT PAD AS REQUIRED FOR 4' OF SELECT FIU- CUT MATERIAL TO 8E USED AS FILL AS NEEDED IN PAVING OR DISPLAY AREAS, 8. THE EXPOSED SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF SIX INCHES, THE MOISTURE ADJUSTED, AND RECOMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS OBTAINABLE IN THE STANDARD COMPACTION PROCEDURE (ASTM D-698). IN A MOISTURE RANGE OF OPTIMUM TO +3X ABOVE THE SOIL'S OPTIMUM MOISTURE CONTENT. 7. IN FILL SECTIONS SUPPORTING PAVEMENTS, FLATWORK AND DISPLAY AREA. THE FILL AND SUBGRADE SHOULD BE COMPACTED TO A MINIMUM DENSITY OF NIHEIY-FOE (95) PERCENT OF ASTM D-898 TO LIMIT SETTLEMENT. ANY CLAY FILL MA MIALS BELOW PAVEMENTS OR FLATWORK SHOULD NOT BE COMPACTEO OVER ONE HUNDRED (100) PERCENT DENSITY. FILLS SHOULD BE COMPACTED IN MAXIMUM 9 -INCH LOOSE FILL S. SELECT FlLL: THE MATERIAL. USED AS SELECT FILL SHOULD BE A VERY SANDY OR CLAYEY SMD WITH A LIQUID LIMIT OF LESS THAN 40 AND A PLASTICITY INDEX BETWEEN 5 AND 15. A MINIMUM OF 20 PERCENT OF THE SOIL SHOULD PASS THE NO. 200 SIEVE THE MATERIAL SHOULD BE SPREAD IN LOOSE HORIZONTAL LIFTS, LESS THAN 9 INCHES THICK, AND BE UNIFORMLY COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM STANDARD PROCTOR DENSITY BETWEEN -1 AND +3 PERCENTAGE POINTS OF IT•S OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-698. IT IS RECOMMENDED THE SELECT PILL PLACEMENT BEGIN IMMEDIATELY AFTER THE SUDGRADE HAS BEEN PREPARED, 9. POSITIVE DRAINAGE MUST BE PROVIDED AWAY FROM THE STRUCTURE TO PREVENT THE PONDING OF WATER IN THE SELECT FHL. 10. CME MUST BE TAKEN THAT BACKFILL AGAINST THE EXTERIOR FACE OF GRADE BEAMS IS PROPERLY COMPACTED ON -SNE CLAY. THE SELECT FILL SHOULD NOT EXTEND OUTSIDE THE LIMITS OF THE STRUCTURE 11, ANY NEED TO LIME STABILIZE SUBGRADE UNDER PAVING OR WATER INJECT SUBGRADE BENEATH SELECT FILL WILL BE DETERMINED BY TESTING FOLLOWING 5 EIGRADE EXCAVATION. iZ ALL LABORATORY TESTING TO BE AT OWNER'S EXPENSE. SEQUENCE TO BE DETERMINED BY G.C..OWNER AND OWNER'S ENGINEER. SANBARY SEWER at SS O --L -'- MOM CONOURS �la ' LLt I I w I CLOTC1 i DO 1 1 DESIGNED AND .INS ACRE -16-M-En u POWER POLE DOI �iA WATER UNE Ej 111, i N I I Y ( 11 I I Z LLI 1 I b 1 2K II N I� --- GAS -...- GAS LITE GATE VANE GV j 1 SIORM SEWER PIPE BURFORD HOLLY B ® •� PROPOSE GRADING AND DRAINAGE PLAN L '�•�'® I IWSGATION SPRINGER l0• V\ � M"m HEM LOCATION Lam,/ -X —X —X - FENCE _— aTOLATIDM aF A SEEMED DIXUEIT E NEER DEME— — DR41MME A UBUGY K%4DWAP PARKING Ewom ENGINEER IsAM r EMEMENT SPACE DWI ME OR TRAFFIC ROW ARROW SINN LOCATION — I • ` y`���` � \\\� I���I111��111J���� I 1 I 1 — \------------------------------------- —.....� SSMH �s P.O.B. ®� GRADING AND DRAINAGE PLAN SCALE: 1' - 20'-0" GRAPHIC SCALE 1 1 — nt ER 1 I I 5 �w--s EXISTING APPROM !�'-, ExISTING ROAD WIDENING j'"•�1. �.FJ(IST. 20' STORM -------- -- -- --------./ �--kISEW`�ER LNIiT GRAPEVINE MILLS PARKWAY (F.M. 2499) 180' R.O.W. CASEMAME, GRAMOYS RESTAURANT CASEWillemWICONXIIONA. USE REALEST CUM -OT C'm NATE M51 CRAPEW E MUS PARKWAY MAYOR SECRETARY DATE MW" AND Z"W OMAR$ @t CNANMAR DAZE %WET: 3 OF 6 APPROVAL. DOES NOT AVIHORIM AMY WOWR M COWL= PATH ANY OGDES at ORDNANOM WARRENT OF DEYFLOPNENT SEWOM POST. 24' R.C.P_- ------E05T. 30" R.C.P. GENERAL NOTES: 1. A GRADING PERMIT MUST BE OBTAINED FROM CRY OF GRAPEVINE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. Z EROSION CONTROL WILL BE REQUIRED DURING ALL PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES PER CITY OF GRAPEVINE STANDARD REQUIREMENTS. SITE WORK GRADING PREPARATION 1. INCLUDE ALL DEMOLITION AS REQUIRED FOR CONSTRUCTION. EXCEPT REMOVAL OF RESIDENCE WHICH SHALL BE MOVED BY OWNER. EXISTING HOUSE FOUNDATION AND BRICK TO BE REMWED BY DEMOLITION CONTRACTOR. BURY DEBRIS ON REM PORTION OF LOT AT SITE DESIGNATED BY OWNER (SEE PLAN). 2. SUBGRADE PREPARATION: SURFACE VEGETATION AND ANY FOREIGN MATERIALS SHOULD BE STRIPPED AND REMOVED PRIOR TO CONSTRUCTION OF THE BUILDING PAD AND PAVEMENTS. T IS ESTIMATED THAT THIS MAY CONSIST OF STRIPPING BETWEEN 3 TO 8 INCHES OF EXISTING SOILS AT THE SHE. 3. GOOD DRAINAGE SHOULD BE ESTABLISHED AT THE OUTSET OF CONSTRUCTION AND MAINTAINED TO PREVENT WATER FROM PONDING IN THE BUILDING AND PAVING MEAS. 4. WASTE CUT ON UNUSED PORTION OF LOT. LEAVE SMOOTH IN MOVABLE CONDITION, 5. CUT PAD AS REQUIRED FOR 4' OF SELECT FIU- CUT MATERIAL TO 8E USED AS FILL AS NEEDED IN PAVING OR DISPLAY AREAS, 8. THE EXPOSED SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF SIX INCHES, THE MOISTURE ADJUSTED, AND RECOMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS OBTAINABLE IN THE STANDARD COMPACTION PROCEDURE (ASTM D-698). IN A MOISTURE RANGE OF OPTIMUM TO +3X ABOVE THE SOIL'S OPTIMUM MOISTURE CONTENT. 7. IN FILL SECTIONS SUPPORTING PAVEMENTS, FLATWORK AND DISPLAY AREA. THE FILL AND SUBGRADE SHOULD BE COMPACTED TO A MINIMUM DENSITY OF NIHEIY-FOE (95) PERCENT OF ASTM D-898 TO LIMIT SETTLEMENT. ANY CLAY FILL MA MIALS BELOW PAVEMENTS OR FLATWORK SHOULD NOT BE COMPACTEO OVER ONE HUNDRED (100) PERCENT DENSITY. FILLS SHOULD BE COMPACTED IN MAXIMUM 9 -INCH LOOSE FILL S. SELECT FlLL: THE MATERIAL. USED AS SELECT FILL SHOULD BE A VERY SANDY OR CLAYEY SMD WITH A LIQUID LIMIT OF LESS THAN 40 AND A PLASTICITY INDEX BETWEEN 5 AND 15. A MINIMUM OF 20 PERCENT OF THE SOIL SHOULD PASS THE NO. 200 SIEVE THE MATERIAL SHOULD BE SPREAD IN LOOSE HORIZONTAL LIFTS, LESS THAN 9 INCHES THICK, AND BE UNIFORMLY COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM STANDARD PROCTOR DENSITY BETWEEN -1 AND +3 PERCENTAGE POINTS OF IT•S OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-698. IT IS RECOMMENDED THE SELECT PILL PLACEMENT BEGIN IMMEDIATELY AFTER THE SUDGRADE HAS BEEN PREPARED, 9. POSITIVE DRAINAGE MUST BE PROVIDED AWAY FROM THE STRUCTURE TO PREVENT THE PONDING OF WATER IN THE SELECT FHL. 10. CME MUST BE TAKEN THAT BACKFILL AGAINST THE EXTERIOR FACE OF GRADE BEAMS IS PROPERLY COMPACTED ON -SNE CLAY. THE SELECT FILL SHOULD NOT EXTEND OUTSIDE THE LIMITS OF THE STRUCTURE 11, ANY NEED TO LIME STABILIZE SUBGRADE UNDER PAVING OR WATER INJECT SUBGRADE BENEATH SELECT FILL WILL BE DETERMINED BY TESTING FOLLOWING 5 EIGRADE EXCAVATION. iZ ALL LABORATORY TESTING TO BE AT OWNER'S EXPENSE. SEQUENCE TO BE DETERMINED BY G.C..OWNER AND OWNER'S ENGINEER. SANBARY SEWER at SS O --L -'- MOM CONOURS STORM SEWER MANHOLE MH CLEW OUT CO p MOO - PROPOSED CONRMiRS FIRE NYDRANT FH -t• S SANITARY SHYER PWE POWER POLE PP WATER UNE TELEPHONE BOX 18 ❑ ---- E --- POWER IM 1p6; —* --- TELEPHONE LIE WATER MITER N'M ® --- GAS -...- GAS LITE GATE VANE GV j — �- --• SIORM SEWER PIPE BURFORD HOLLY B ® •� PROPOSE GRADING AND DRAINAGE PLAN '�•�'® STORM SHIER RPE IWSGATION SPRINGER �~\ � M"m HEM LOCATION Lam,/ -X —X —X - FENCE VM AOCESSLE aTOLATIDM aF A SEEMED DIXUEIT E NEER DEME— — DR41MME A UBUGY K%4DWAP PARKING Ewom ENGINEER IsAM r EMEMENT SPACE DWI ME OR TRAFFIC ROW ARROW SINN LOCATION — MW OF WAY R.O.W. SLR SET >RON ROD F.1ME MUND IRON ON GAS METER FLOWER msec or VICINITY MAP SCALE NONE OWNER/DEVELOPER , HUDSON ENGINEERING COMPANY 308 N.W. SECOND STREET, SUITE 4 FARHAT GRAND PRAIRIE, TEXAS 75050 BROTHERSKwwwo-- TELE. (972) 262-9383 FAx. 1p6; (�97z> 262-9384 ` t"ow MOM >aXRranTm E-MAIL:BHU SON9001AOL,COM RmN>;mDmaN+ ' m M.N. (MIKB) FEW TAa i�sA> a1su. JANUARY 11, 2001 * ENGINEER'S SEAL GRADING AND DRAINAGE PLAN d: • :* THE SEAL AN!'A OM 1M5 GRANDrS RESTAURANT l l Y A! IlljbS`b�tJ U `ROM P4 Mgt ON CONDITIONAL USE REQUEST CU01-07 `' G : 38421 s aTOLATIDM aF A SEEMED DIXUEIT E NEER 3551 GRAPEVINE MILLS PARKWAY LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION Ewom ENGINEER IsAM r GRAPEVINE, TEXAS OG �\ - I I ------------------1_ (3 I I ( PROPOSED GRANDYS 2,114 S0. FT.` I I L 1 0 �,J PAVING AND JOINTING PLAN SCALE 1' - 20'-0' GRAPHIC SCALE m to 40 GRAPEVINE MILLS PARKWAY (F.M. 2499) 160' RO.W, CASE NAME: CRMIOYS FESTAUTANT CASE WAOM CONDITIONAL USE REQUEST CUM -07 CASE NAW 3$i ORAP'EYW NILS PARKWAY MAYOR NARY DATE PEANFIID ANO 2ONN9 OWASRON OUNRNAN DATE STEER 4 CF I APPROVAL DODS NOT A WWdM ANY WOW N CONFLICT WWI MY OWES OR ORDINNKM VEPARTAENT OF D£YMMANT SPRNCES 0 EXISTING ROAD WIDENING J CONSTRUCTION JOINT /4 DOWEL X 24' LG.0 24' O.C. WRAP AND GREASE ONE END FORLLEVELI G r SEE �/NATEE�ESN NOTES NOTE: CONTRACTOR SNAIL PROVIDE CONSTRUCTION JONfS� AS NEEDED FOR POURING SEQUENCE. 0 DETAIL - CONSTRUCTION JOINT 11JJ SCALE: NONE- ------- -SAW CVT 1/9` X 1/4 Sub TNICKNFSS. REFER/TO PLAN FOR LOCATION. ABN. SAND REO'D FOR I.EYEIINo SAWCUT TD CONTINUE AT A MRNUMUM DEPTH OF 3 INCHES TIRO" CURB AT EVERY JOINT INTERSECTING CURB, SAWCUT AT 7" DOWN CURB TO BE 3 INCHES DEEP, 0 01 DETAIL - SAW CUT_ SCALE: NONE 4UME /4 O 24' O.C. LIZED BASE TO BE COMPACTED TO A MIN. DENSITY OF 95X ASTM D-898 0 JJ A TYP. CURB (CD- DET. �� SCALE: NONE WIDTH VALES {--- _ -�-_-- O\ 1 a N (MARY VAR! GRADE ""•li--•� \�A� \� \� \, SEE f O.C3) 8' J4 O 24' O.C. @E? NIACfUIIfiY �T.7IIII0WAIL. 5 TURNED DOWN CURB DETAIL SCALE: NONE SANRARY sElMER OR I CONOCO LOT 1 I DESIGNED 0.951 ACRE I AND CONSTRUCTED BY OTHERS 1 i------ Q---- -- i f (500) Ja I I� PROPOSED CONTOURSCtFm FATE HYDRANT EXIST ��u P GRATE -" s— SANWARY SEWER PIPE POWER POLE PP �' �"-`- W ---- WATER UNE T fAEPH1ONE 90X 7B ❑ E -"--- T — POWER UNE TELEPHONE LINE WATER METER 0 �,J PAVING AND JOINTING PLAN SCALE 1' - 20'-0' GRAPHIC SCALE m to 40 GRAPEVINE MILLS PARKWAY (F.M. 2499) 160' RO.W, CASE NAME: CRMIOYS FESTAUTANT CASE WAOM CONDITIONAL USE REQUEST CUM -07 CASE NAW 3$i ORAP'EYW NILS PARKWAY MAYOR NARY DATE PEANFIID ANO 2ONN9 OWASRON OUNRNAN DATE STEER 4 CF I APPROVAL DODS NOT A WWdM ANY WOW N CONFLICT WWI MY OWES OR ORDINNKM VEPARTAENT OF D£YMMANT SPRNCES 0 EXISTING ROAD WIDENING J CONSTRUCTION JOINT /4 DOWEL X 24' LG.0 24' O.C. WRAP AND GREASE ONE END FORLLEVELI G r SEE �/NATEE�ESN NOTES NOTE: CONTRACTOR SNAIL PROVIDE CONSTRUCTION JONfS� AS NEEDED FOR POURING SEQUENCE. 0 DETAIL - CONSTRUCTION JOINT 11JJ SCALE: NONE- ------- -SAW CVT 1/9` X 1/4 Sub TNICKNFSS. REFER/TO PLAN FOR LOCATION. ABN. SAND REO'D FOR I.EYEIINo SAWCUT TD CONTINUE AT A MRNUMUM DEPTH OF 3 INCHES TIRO" CURB AT EVERY JOINT INTERSECTING CURB, SAWCUT AT 7" DOWN CURB TO BE 3 INCHES DEEP, 0 01 DETAIL - SAW CUT_ SCALE: NONE 4UME /4 O 24' O.C. LIZED BASE TO BE COMPACTED TO A MIN. DENSITY OF 95X ASTM D-898 0 JJ A TYP. CURB (CD- DET. �� SCALE: NONE WIDTH VALES {--- _ -�-_-- O\ 1 a N (MARY VAR! GRADE ""•li--•� \�A� \� \� \, SEE f O.C3) 8' J4 O 24' O.C. @E? NIACfUIIfiY �T.7IIII0WAIL. 5 TURNED DOWN CURB DETAIL SCALE: NONE SANRARY sElMER OR SS @-' - EXISIINO LXNNTWM5 STOIiM1 SEWm maw AMT (500) NAOCYO!PGCLpLM TVNWEIWonWAMOLA9Y lT0. �.b. (:8) FffifiIRR OUT CO d PROPOSED CONTOURSCtFm FATE HYDRANT FH -t -" s— SANWARY SEWER PIPE POWER POLE PP �' �"-`- W ---- WATER UNE T fAEPH1ONE 90X 7B ❑ E -"--- T — POWER UNE TELEPHONE LINE WATER METER YRW ® --'^ OAS— CAS UNE GATE VALVE GJ STORM SEWER PIPE BURFORD HOLLY B � PROPOSED S4W8H SEWER PIPE IRRIGATION SPRINKERr'1 Et4m HEM LOCATION C" -X -X -X - PENCE VAN ABLE 6, OE— UTILITY HAAtBCAP FAF40M EGM SPACE SIGN LOCATION -^ M OR Ty,PHC FLOW ARROW FOW OF WAY ION, $J.R a LAWN ROD Ou Ls-,e•v ELM FOUND RIO/ ROD OWNERIDEVELOPER : 0D. FARHAT ■ MM"BROTHERS NAOCYO!PGCLpLM TVNWEIWonWAMOLA9Y lT0. �.b. (:8) FffifiIRR iBXWfp Tf{Ml iA[W,WTAASNA ENGINEER'S SEAL. 1 t_BIL�. HUDSON. PE Mal OL ALTUK" OF A STAID DOW" WIDIWT PROPER NOTITtRI R TO THE MW THE TM EN ACL CONCRETE PAVING NOTES 1. CONCRETE PAVING SHALL CONFORM TO THE LATEST BUILDING CODE FOR REINFORCED CONCRETE OF THE AMERICAN CONCRETE INSTITUTE (A.C.I. 318). IF THE FIBMMESH CONCRETE ALTERNATE IS USED. THE CONTRACTOR SHALL ADHERE STRICTLY TO THE MANUFACTURER'S RECOMMENDATIONS AS TO TYPE AND AMOUNT. 2. CONCRETE IN THE FOLLOWING ARENAS SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE AGGREGATES, TYPE I OR 111 PORTLAND CEMENT AND THE DESIGNATED MINIMUM COMPRESSIVE STRENGTH IN 28 MYSI. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM 033: CONCRETE PAVING - 3,000 PSI CONG. AT 28 DAYS - 5' PAVING 3.500 PSI CONIC. AT 28 DAYS - 8' h 8' 3. MAXIMUM NOMINAL COARSE AGGREGATE SIZES FOR CONCRETE IN THE FOLLOWING AREAS SHALL L. ITE: CONCRETE PAVING - 3/4 INCHES 4. CONCRETE SLUMPS SHALL BE AS FOLLOWS: PUMPED CONCRETE - 5 INCHES HMM PLACED CONCRETE - 4 INCHES S. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED AS FOLLOWS. 3/4INCH NOMIN+LL. AGGREGATE SIZE 4X TO 8% NOM1 11/2HINCHITE NOMI SIZENAL �REGATE SIZE 3% 6X.5X USE OF AIR -ENTRAINMENT, AND CORRESPONDING REDUCTION OF THE WA7IIE/CEMEM RATIO, MUST BE NOTED ON THE MIX DESIGN. CONTRACTOR SHAT SIR3MIT MIX DESIGNS TO ENGINEER FOR REVIEW. NO FLY ASH IS PERMITTED IN CONCRETE 6. CONCRETE APPROACHES BETWEEN PROPERTY UNE AND BELT UNE ROAD TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF GRAPEVINE STANDARDS. 7. SLOPE IX ®OA ��P 1D0/MT'N2�ATENjRRAFLCE AND SIDE DISPLAY SHALL NOT ( 8. ALL BB_ETE PAYING TO NAVE A SU%BASE OF 6' THICK LNE STABILIZED SOR. TO BE COMPACTED TO MIN. DENSLY OF 95X OF ASTM D-898. REINFORCING STEEL & FIBERMESH NOTES 1. ALL STEEL REINFORCING BARS SHALL BE NEW DOMESTIC DEFORMEDBILLET RA�40�(�{5ANO ING TLARG RMGRADE'80) TJL REIN�ORCELAUNT 5IF1CA4LY NOTED ON THE DRAWING AS BEING WELDED SFWl BE DOMESTIC STEEL CONFORMING TO ASTM A615, GRADE 40 OR DOMESTIC STEEL CONFORMING TO ASTM A706. 2. DETAILING OF CONCRETE RFINFORCEMENF AND ACCESSORIES SFWL. 13E IN ACCORDANCE WITH ACI 315. 3. ALL REINFORCING BARS LAPS SFWL BE SPLICED A MINIMUM OF OF 36 BAR DWAERRS, 4. ALL REINFORCING BINES SHAD. BE /4 0 24' O.C.E.W. UNLESS OTHERWISE NOTED. S. PROTECTION COVER OF REINFORCEMENT SHALL. BE AS NOTED BELOW. SEE ACI 318 FOR CONDMO14S NOT NOTED, CONCRETE PLACED AGAINST SOI. - 2 1/2 INCHES S. OWNER'S ALTERNATE - FIBERMESH CONCRETE MAY BE USED IN UEU OF REINFORCEMENT STEEL. SPECIFIED IN THE CONCRETE AT THE THICKNESS INDICATED ON THE PLANS. AT THE DUMPSTER AREA WHERE B' CONC. IS SPECIFIED USE FIBERMESH W/ /3 O 24' O.C.E.W. 7. FIBERMESH FIBERS SHALL BE ADDED TO THE CONCRETE MIXTURE AT THE READY -MDT BATCH PLANT AT A RATE OF 1.5 POUNDS PER CUBIC YARD. (IF ALTERNATE IS USED). JOINT NOTES 1. EXPANSION JOINTS AT APPROACHES SHALL BE CONSTRUCTED PER CITY ENGINEERING STANDARDS. 2. SAWED JOINTS AND CONSTRUCTION JOINTS SHALL BE AS INDICATED ON PLAN AND PER DETAILS 02 AND 03. 3. SAW CUT CONCRETE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT SPOILING, AND STRESS CRACKING, BUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. FLOWER LW VICINITY MAP SCALE : NONE HUDSON ENGINEERING COMPANY 308 N.W. SECOND STREET, SUITE 4 GRAND PRAIRIE, TEXAS 75050 TELE. (972) 262-9383 FAX. (972) 262-9384 E-MAIL:BHUDSON900@AOL.COM FEBRUARY 09, 2001 PAVING AND JOINTING PLAN GRANDY'S RESTAURANT CONDITIONAL USE REQUEST CUO"7 3551 GRAPEVINE MILLS PARKWAY LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION GRAPEVINE, TEXAS 36.838 S -F. �C411,;� x Z __.. 11-1 ; -_ ND2'S8'4 — 188— ...- — — .T I jy'l! / 1 / 6' E�) iLANDSCAPE PLAN SCALE 1' - 20'-0' GRAPHIC SCALE MwRrw 70 -t- I 1it SEt1i!�Ct(-------_.__--------_.. ..._. ...L _.._ ' I ,1 I � I i ' I 1 I 1 ! I T I I j i CONOCOIDT I i ( 0.961 ACRE CEDAR ELM 1i DESIGNED AND CONSTRUCTED BY OTHERS i f r r I I a o CEDAR ELM ',.. AREAS, UNLESS NOTED OTHERWISE 4 I i y1 lb 2, ADDITIONAL PLAT MATERIAL MAY BE INSTALLED ON SITE AT OWNER S DIRECTION AND ACCORDING TO CITY REQUIREMENTS. ---- — —__--. i `•- -�.. _.._ �. \�I IIB�W I v AND GONG CONDITION. AND REPLACED WITH PLANT MATERIAL OF \ I t� W LLll tl4 / 1 3 GUY WIRES PER 4, LANDSCAPE AREAS SHALL BE KEPT FREE OF TRUSS. UTTER, AND ABOVE FIRST TIER OF PLANT REQUIRED. SPACE EQUALLY AT WEEDS. BRANCHES 120' AROUND TREE, ALL LANDSCAPE ARE -AS SWL BE AND 5' INST�SfEBETWEEN 1 •� I I \---..----._---_---_-___-. _..--_-.-------_---�-.-J CASE NMIG ORANDYS RESTAURANT CASE "UMOM O"TMAL USE REMAEST OM -07 CAM NAF: 3N" ORAPEWC MUS PAI"AY MANOR SEOWTARY DATE: FLWS G MO ZMNO CMAIAS" CNAMAN DAM SIM-1—OF 6 APPROVAL DOES NOT AUiHORYE ANY WOW N OOWM MTH ANY CODES OR GROMMOM DEPARTYFNT OF DEYFL.OPOW SFRYM GRAPEVINE MILLS PARKWAY (F.M. 2499) 100`14.0.W. PLANT LIST: WSTRIAN PINE— * . 4 0 �4 -AUSTRIAN PINE ELM a•.• ,. LIVE OAl( ror- a CEDAR ELM 1. AN UNDERGROUND AUTOMATIC LANDSWE IRRIGATION SYSTEM SHALL BE r r INSTALLED TO WATER ALL LANDSCAPE AREAS, INCLUDING RIGHF-OF-WAY CEDAR ELM ',.. AREAS, UNLESS NOTED OTHERWISE '..'. POMPUS GRASS 2, ADDITIONAL PLAT MATERIAL MAY BE INSTALLED ON SITE AT OWNER S DIRECTION AND ACCORDING TO CITY REQUIREMENTS. 3. ALL. PLANT MATERIAL SHALL BE MAINTAINED 13Y OWNER IN A HEALTHY AND GONG CONDITION. AND REPLACED WITH PLANT MATERIAL OF DO NOT CUT LEADER SIMILAR SIZE AND VARIETY E DAMAGED, DESTROYED. OR REMOVED. - BLACK REINFORCED RUBBER HOSE. PUKE 3 GUY WIRES PER 4, LANDSCAPE AREAS SHALL BE KEPT FREE OF TRUSS. UTTER, AND ABOVE FIRST TIER OF PLANT REQUIRED. SPACE EQUALLY AT WEEDS. BRANCHES 120' AROUND TREE, ALL LANDSCAPE ARE -AS SWL BE AND 5' INST�SfEBETWEEN a 5 GUY WIRES USED r • j10 OR ¢(12 GAUGE FOR 5" CAL. OR LARGER STREETSINIITYARE45 CAI.VANIZED GUY WIRE, MOM %Wl REMAIN UNOBSTRUCTED AT ALL TIMES. ''... DOUBLED AND TWISTED, NONE ' i/4' DTA' GALVANIZED 6. All PERMEABLE SURFACES NOT OCCUPIED 13Y TREES, SHRUBS, TURNBUCKLE SET PLANTING BEDS OR OTHER PERMITTED ITEMS OR FIXTURES SHALL BE - ABOVE FINISHED GRADE E FINISH GRA BERMADEGREES LAWN ARFAS UNLESS OTHERWISE NOTED. 3" MULCH 7. ALL TREES TO BE INSTALLED OUTSIDE FIRE HYDRANT, SANITARY SEWER, RED CG SAFELY AND UPUlY EASEMENTS. 4" SAUCER RIM FLAGGINNG Fd EA. GUY B. REFERENCE ENGINEERING PLANS FOR PROPOSED GRADES. SLOPED GRADUALLY FINAL LOCATION OF PLANT MATERIAL MAY VARY DUE TO 9 ACTUAL FIELDTO FINISHED GRADE )1EXISTING APPROACH 3 SHRUB PLANTING DETAIL SCALE NONE %, EXISTING ROW WIDENING20' STORM ,QM COMMON NAME BOTANIC NAm SIZ ,/, P�_ ACING 7 CEDAR ELM ULMUS GRASSIFUUA 3" CALIPER, SW O.C, 7 AUSTRIAN PINE - 3" CALIPER, 50' O.C. 96 DWARF BU RFORD HOLLY ILEX CORNUTA BUFORRD[ 'NAW 5 GALLON, 48" O.C. 8 CARPE MYRTLE 1ACERSTROEMIA INDICA 10-12' HEIGHT, 3-5 CANES 1-1 1/2' EACH •A\ - IX45T. 30' R.C.P. ALL RECRAIED UIR75CAI'm wLL BE 100% RRROATm BY AN UDONRMM MMWTTC WRaaeR SYSTEM, DMIGN By LANDSCAPE CONIR/CIDIL caPANss PRIOR m eEiaRND of Arc ExavAAxl wvRR. EROSTRI9 tlMTFR SERVICE m BE VSD FUR D�av E m of � SERVNF rs sanrnelr: rqc usr: � NOr, cONTRArTOR sevt RamtL NEw wn78E NERvocE OWNER/DEVELOPER : 0BROTHERST /UwCMRDEF OF" PLANTING LEGEND LIVE OAl( GENERAL LANDSCAPE NOTES CEDAR ELM 1. AN UNDERGROUND AUTOMATIC LANDSWE IRRIGATION SYSTEM SHALL BE DWARF BURFORD HOLLY INSTALLED TO WATER ALL LANDSCAPE AREAS, INCLUDING RIGHF-OF-WAY CEDAR ELM ',.. AREAS, UNLESS NOTED OTHERWISE '..'. POMPUS GRASS 2, ADDITIONAL PLAT MATERIAL MAY BE INSTALLED ON SITE AT OWNER S DIRECTION AND ACCORDING TO CITY REQUIREMENTS. 3. ALL. PLANT MATERIAL SHALL BE MAINTAINED 13Y OWNER IN A HEALTHY AND GONG CONDITION. AND REPLACED WITH PLANT MATERIAL OF DO NOT CUT LEADER SIMILAR SIZE AND VARIETY E DAMAGED, DESTROYED. OR REMOVED. - BLACK REINFORCED RUBBER HOSE. PUKE 3 GUY WIRES PER 4, LANDSCAPE AREAS SHALL BE KEPT FREE OF TRUSS. UTTER, AND ABOVE FIRST TIER OF PLANT REQUIRED. SPACE EQUALLY AT WEEDS. BRANCHES 120' AROUND TREE, ALL LANDSCAPE ARE -AS SWL BE AND 5' INST�SfEBETWEEN a 5 GUY WIRES USED MAINTAINED SO AS NOT TO OBSTRUCT VIEWU OAF MIRONITHE j10 OR ¢(12 GAUGE FOR 5" CAL. OR LARGER STREETSINIITYARE45 CAI.VANIZED GUY WIRE, MOM %Wl REMAIN UNOBSTRUCTED AT ALL TIMES. ''... DOUBLED AND TWISTED, ' i/4' DTA' GALVANIZED 6. All PERMEABLE SURFACES NOT OCCUPIED 13Y TREES, SHRUBS, TURNBUCKLE SET PLANTING BEDS OR OTHER PERMITTED ITEMS OR FIXTURES SHALL BE - ABOVE FINISHED GRADE E FINISH GRA BERMADEGREES LAWN ARFAS UNLESS OTHERWISE NOTED. 3" MULCH 7. ALL TREES TO BE INSTALLED OUTSIDE FIRE HYDRANT, SANITARY SEWER, RED CG SAFELY AND UPUlY EASEMENTS. 4" SAUCER RIM FLAGGINNG Fd EA. GUY B. REFERENCE ENGINEERING PLANS FOR PROPOSED GRADES. SLOPED GRADUALLY FINAL LOCATION OF PLANT MATERIAL MAY VARY DUE TO 9 ACTUAL FIELDTO FINISHED GRADE CONDITIONS, BUT THE GENERAL INTEREST WILL BE MEF. FINISHED GRADE IRRIGATION NOTES TOPSOIL Ma ■ i. LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 2X4X4' PRESSURE z-: '00N TREATED PINE STAKES, 2. IRRIGATION SYSTEM WILL BE EQUIPPED WITH A RAIN DRIVE FLUSH W/ GRADE SENSOR AND FREEZE GUARD. 2 - 2 - - REMOVE ALL BURLAP A: LIGHTLY COMPACT WIRE FROM TOP 1/3 TOPSOIL MIX BENEATH OF ROOT BALL TREE NOTES: ROOTBALL TO PREVENT _.- SETTLING. 1. CAUPER MEASUREMENT IS TAKEN 6 IN, FROM TOP OF ROOT BALL PLANTING DETAIL 2. APPLY THREE INCHES (3) LAYER OF MULCH ON ®TREE TOP OF ROOT HALL AFTER PLAITING, KEEP MULCH NINE INCHES SCALE NONE (97 FROM BASE OF THE TRUNK. 3. PRUNE EACH TREE TO CORRECT STRUCTURAL OEFECTS AND REMOVE BROKEN BRANCHES CAUSED DURING TRANSPORT AND PLANTING. 4. EVERY OCTOBER APPLY TWO AND A HALF (2 1/2 LBS.) POUNDS OF 10-10-10 FERTILIZER PER TEN SQUARE FEET OF AREA BENEATH EACH TREE. REMOVE CONTAINER do SAUCER RIM 3' ABOVE LIGHTLY SCARIFY ROOTS do FINISHED GRADE SLOPE SOIL BEFORE PLANTING. GRADUALLY TO FINISHED GRADE TREE SURVEY: SET PLANT 2" ABOVE FINISHED GRADE 3" MULCH IN PLANTING BED. THERE ARE NO PROTECTED TREES LOCATED ON THIS SITE. FINISHED GRADE '.. I HEREBY CERTIFY THAT THIS PLAN MEETS THE REQUIREMENTS LOOSEN SUBSOIL AT TOPSOIL MIX OF THE LANDSCAPE STANDARDS. "OTT(yM OF PLANT z m PIF 4 MIN. LIGHTLY COMPACTED DAs' TDPsaL MTx. SHRUB PLANTING DETAIL SCALE NONE %, EXISTING ROW WIDENING20' STORM ,QM COMMON NAME BOTANIC NAm SIZ ,/, P�_ ACING 7 CEDAR ELM ULMUS GRASSIFUUA 3" CALIPER, SW O.C, 7 AUSTRIAN PINE - 3" CALIPER, 50' O.C. 96 DWARF BU RFORD HOLLY ILEX CORNUTA BUFORRD[ 'NAW 5 GALLON, 48" O.C. 8 CARPE MYRTLE 1ACERSTROEMIA INDICA 10-12' HEIGHT, 3-5 CANES 1-1 1/2' EACH •A\ - IX45T. 30' R.C.P. ALL RECRAIED UIR75CAI'm wLL BE 100% RRROATm BY AN UDONRMM MMWTTC WRaaeR SYSTEM, DMIGN By LANDSCAPE CONIR/CIDIL caPANss PRIOR m eEiaRND of Arc ExavAAxl wvRR. EROSTRI9 tlMTFR SERVICE m BE VSD FUR D�av E m of � SERVNF rs sanrnelr: rqc usr: � NOr, cONTRArTOR sevt RamtL NEw wn78E NERvocE OWNER/DEVELOPER : 0BROTHERST /UwCMRDEF OF" PLANTING LEGEND ENGINEER'S SEAL AUBM N OF A SUM DOM MAT UUW PRM II171111 lON TV RTE T1t ONSBLE ENaIFm a AN On'm INMFA YNF im Illmnl 1 w ALT. FLOWER of VICINITY MAP SCALE NONE HUDSON ENGINEERING COMPANY 308 N.W. SECOND STREET, SUITE 4 GRAND PRAIRIE, TEXAS 75050 TELE. (972) 262-9383 FAX. (972) 262-9384 E-MAIL:BHUDSON900@AOL.COM FEBRUARY 08, 2001 LANDSCAPE PLAN GRANDY'S RESTAURANT CONDITIONAL USE REQUEST CU01-07 3551 GRAPEVINE MILLS PARKWAY LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION GRAPEVINE, TEXAS m LIVE OAl( (�.•] CEDAR ELM AUSTRIAN PINE DWARF BURFORD HOLLY ( CRAPE MYRTLE ',.. 4 URIOPE '..'. POMPUS GRASS ENGINEER'S SEAL AUBM N OF A SUM DOM MAT UUW PRM II171111 lON TV RTE T1t ONSBLE ENaIFm a AN On'm INMFA YNF im Illmnl 1 w ALT. FLOWER of VICINITY MAP SCALE NONE HUDSON ENGINEERING COMPANY 308 N.W. SECOND STREET, SUITE 4 GRAND PRAIRIE, TEXAS 75050 TELE. (972) 262-9383 FAX. (972) 262-9384 E-MAIL:BHUDSON900@AOL.COM FEBRUARY 08, 2001 LANDSCAPE PLAN GRANDY'S RESTAURANT CONDITIONAL USE REQUEST CU01-07 3551 GRAPEVINE MILLS PARKWAY LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION GRAPEVINE, TEXAS m ARE MESH 1117131 FABRIC cm INUB EROSION CONTROL FOR 0 1 STANDARD CURB INLET SCAM- NONE 1/2* REDWOOD EXPANSION JOINT 23'-e O.Q.MAIL t 5--W t X-C' ILWAWN I:743 X 247 LW SMOOTH DOWEL r 3 0 24' O.C. EACH WAY 1/2* REDWOOD CAR. dXM SIDEWALK GROOVE 0 2W D.C. O.C. lmTAlj 0inCIAIAl V PING STREET PAVEMENT TO A INCHES NO ABOVE SMANCE CONCRETE PAYING AT A WPM GONER LINE 7OWMA) CENTER STREET. SAUMCE PRMECM40 EXISANG PAVING ANO SPLICE M STEEL IN NEW APPROACH. 7 DETAIL - APPROACH S6ALL NONE 11111191917.7L-_ �� 0 a4' ac. UG4 WAY SAND CIASHIONI 9 SECTION SCALE: NONE IEWALK NOTES: REQUIRED MINIMUM COMPRIMM SYR94M OF GOOD. - 3.= PSI 0 28 DROM A MIN. r SAND CUSHION SHALL K PLACED ON A SURGRADE COWACTED TO 95Z STIL PROCINR DENS" & SAM SMIL SE CO ACTED TO 9W9 STI) PROCTM DENSIN FORMS SHALL BE SET RW 70 LINE AM GRACE SHALL DE A MIN. OF &-1/2 INCHES DEEP. FORMS WWI RE SET UP 90 THAT NO CONCRETE MAY FLOW Ifil" THEK ASPHALT COAT OR DOWEL SLEEVE THROUGH SECOND FOCAL L ILVp IVE HEW APPROACH IN BE H* THICK CONCRETE ON a' LOW: SiABIUMED SINSE COWA= EXIST. CITEcr TO INNI STANDARD PROCTOR DENSITY. CONCRETE TO BE REINFORCED WAR #4 0 24' D.C. EACH WAY. 0 TYPICAL CURB -CUT 2 SCALL WINE YMES 0 5 - SECTION SCALE -NONE CONTRACINR OF F SIANDARDS WTHOWVDMWVYV��04rlteD _TAILCRNHD PRAIRIE CIVIL ISIEAUNG COMPOUND MIN--, //;; X 24- LrL SMOOTH DOWEL �1/2" REDWOOD EXP. JoNr 0 25' O.Q r A GROVE DETAIL I SCALE, NONE CASE HAVE: GRAMYS RESTAURANT CAM NUMSM CONDMONVIL USE RIMUEST OUOI-W CASE NAME. 35114 GRAPEMME M5U.S PARKWAY MAYOR SECWTARY DAM _ FLAMM AND ZOMW COMMISMON CHAIRMAN DAIS DIET -.--j_GF APPROVAL VMS NOT AUTHORzE ANY I= IN CONFLICT WITH ANY CODES OR ORDRANGES. DEPAAUVIT OF DEVl3JVMEMT SMMM VERIFY W/Cl mn- EDGE: ON am ow IV RAW NAM PROVIDE NORGE. ftcwm WELDED TO San slif6o EVERY COURSE 0 MASONRY ENDWALL DETAIL 8SCALE: WINVIIN LOWEST POINT OF CUTTER ALONG PROJECT FACE OF EXIST. CUML 0 TRASH ENCLOSURE PLAN 3s—cALF--* -NONE PIPE COLUMN FILLED CONCRETE f4 0 24' 11C.E.W. VARIES BOST EKISr. *- - '-7 - a Zll SEAL CUT EXIST. PAVEMENT kmEW APFwAcR To W a - JOINTS MR NEW CONSTRUCTION. THICK CONCRETE A SECTION 12SCALE. NONE 9M PR W -O' CHAIN I= CATO W/ PACLOCIM HASP & ROD ATrACHMEM G'0 CONCRETE FKLED STEEL a m 0 3--w1mlow EACH Wx M7S ONE PER 0 TRASH ENCLOSURE ELEVATION 4SCALE. NONE 1 FRONT ELEVATION SCALE 3/4" = 1 •–cr o Jj SIGNAGE PLAN 1/2- FANWOOD EXP. 15SCALE 3/4" . Ve FUX SASIE OWNERIDEVELOPER: 0 FARHAT vmsmmm BROTHERS Amomegnms I'm %Am- vwwmmm�'m H (mft) Form ROF: o' THE SEM. ARTAM on IRS 1 FRONT ELEVATION SCALE 3/4" = 1 •–cr o Jj SIGNAGE PLAN 1/2- FANWOOD EXP. 15SCALE 3/4" . Ve FUX SASIE OWNERIDEVELOPER: 0 FARHAT vmsmmm BROTHERS Amomegnms I'm %Am- vwwmmm�'m H (mft) Form ROF: ENGINEER'S SEAL THE SEM. ARTAM on IRS VOCUMINT = AFRORM BUY VE RAIM PZ 35421 ON .. ............. ILIERNIM OF A SM" COMAW wmw FFOPER "MFMM 10 Im RIETISIRE ENGINEER 6AN ORNME ba. I i JR, HUDSON ENGINEERING COMPANY 308 N.W. SECOND STREET, SUITE 4 GRAND PRAIRIE, TEXAS 75050 TELE. (972) 262-9383 FAX. (972 62-9384 E-MAIL:BHUDSOV�UO@AOL.COM FEBRUARY 09, 2001 I DETAILS GRANDY'S RESTAUMNT CONDITIONAL USE REQUEST CU01-07 3551 GRAPEVINE MILLS PARKWAY LOT 2, BLOCK 1 FARHAT BROTHERS WEST ADDITION (,RAPFVINr- TFXA.R t -c 1 1. -. I 0 PORTLAND COlMr PLASTER VV I- REVEAL, MT ROOF VERTICAL METAL PANELS (12' H) METAL ROOF (24W AND ESC tRI6R FINISH NOTES_j [EXTEF ALL MATERIALS TO ARCHITECT FOR APPROVAL -F17T PRIOR TD hPPL11:AT1ON5 OF FINISHES 4 MLI MOORS ARE �PAINT��)ERS 'TP� pT --7Ej WON 1-16HTIN6 CONT 3) ALL LONIROL JO1NT5 TO BE RONTIli1015 TO SOFFITS AIIISP '' VEEP &RfEX 0 MAIN ROOF TOP OFPARAPET WON L10FTiW, 4) METALROOF PANEL TO E " -TE TA ING SEAM PAWLS, 24 6A. STEEL, 24- IN PANELS OTIONS, 4 DETAILS REFER TO 5PWAFICATI�5,- FOR AOOITICNA� WO 0,ANO PZLOMMENOATIOW FOR INSTALLATION OF PhbMATERIALS. RUBY REO . VIRNIE-THR) PARAPET Ell MT ROOF VERTICAL METAL PANELS (12' H) METAL ROOF (24W AND ENTRY DOORS METAL N, COLTO ELEVATION L PT -1 REP LEXAN LETTERS SAC— I w SAME r —cfmdA i COLOR �ES` FT -11 [PT -8 [Ell 77' 7 REFER SFEET SDI FOR DETAII-5 WONLI5HTIW, VEEP GREEN * MAIN ROOF faxly RED VERTICAL METAL PANELS NEON LIGHTfN9 h PARAPET VEEP RIFEN. DRIVE-THRD RED ILLUMINATED LEAN LETTERS (B'-O') CAP t TRIM ON ",SEAM ROOF -T� I, CONTIW S TRACK STALL ONLY O_LOP OF P T ArLPET TOP oFRooF I.,. AFF, y 12 51iNOIW, SFAA"fNo 7T& IA5C, IA E PORTLAND 6 NT PLASTER ON METAL LA'N 0. h2l `L�p CONTROL JOINTS ARGEN T e, TRIM "< ^klMWM AND GLASS HXOO� K, BRICI, NAIWCOTIN6 FINISHED FLOOR -F17T FASCIA ELEVATION WON 1-16HTIN6 CONT VEEP &RfEX 0 MAIN ROOF RUBY REO . VIRNIE-THR) PARAPET P4' c 1'-0- FOGLESS 'T -S, R2 I 'T - LADDER �Owl CEMENT 5TANVIN5 SE METAL ROOF DRIVE THRU WINDOW IN AL— —ME —IRD FENCE REFER orli l FAS IA El i, INT TO MATCH -1 1111151 > (2)� FORTLAN� PLASTER ON METAL -ATN CONTROL -JOINT, F ON i/V FL—P SHEATHING EIR— NAINecol O�MPSTER ENCL� AREA mllw 6ou clomse F-1 ij REFER SWE SOI FIOR ELE, I P11AILS, CONTROL X'"m FINISHED FLOOR ENTRY DOORS METAL N, COLTO ELEVATION L PT -1 REP LEXAN LETTERS SAC— I w SAME r —cfmdA i COLOR �ES` FT -11 [PT -8 [Ell 77' 7 REFER SFEET SDI FOR DETAII-5 WONLI5HTIW, VEEP GREEN * MAIN ROOF faxly RED VERTICAL METAL PANELS NEON LIGHTfN9 h PARAPET VEEP RIFEN. DRIVE-THRD RED ILLUMINATED LEAN LETTERS (B'-O') CAP t TRIM ON ",SEAM ROOF -T� I, CONTIW S TRACK STALL ONLY O_LOP OF P T ArLPET TOP oFRooF I.,. AFF, y 12 51iNOIW, SFAA"fNo 7T& IA5C, IA E PORTLAND 6 NT PLASTER ON METAL LA'N 0. h2l `L�p CONTROL JOINTS ARGEN T e, TRIM "< ^klMWM AND GLASS HXOO� K, BRICI, NAIWCOTIN6 FINISHED FLOOR R-2 F-3 K— L—W, CONT . mIVE-ThRj RDOF j (VEEP GREEN) WON L16—M5 a DRIVE-TNRU PARAPET ("Le" RE.) ABBREVIATIONS 5, DOOR 4 NINDON TRIM, ACCENTS) -421-6 ROOT BEER BRICK ALMS BRICt'; "SNAP -SEAM' ROOFING AEP -SPAR METAL PQ0FIN,5 °SYSTFHS COLOR : LEAF GREEN "SNAP SEAM" ROOFING AEP -SPAN METAL ROOFING 51'5TEW5 COLOR, REGAL p Tr VERTICAL WALL PANEL AEP -SPAN FLUSH PANEL LEAF GREEN NEON LIl,,tTlW, CREATIVE 51614 GO. (9l2 512-1565, PON FOSTER) COLOR, VEEP GREEN (CHANNEL TO MATCH -T-6) NEON LIGHTING CREATIVE SIGN CO 012-512-1565, RON POSTER) 17OLORz RUBY RED (CHANNEL TO MATllH V. -F17T ELEVATION WON 1-16HTIN6 CONT VEEP &RfEX 0 MAIN ROOF RUBY REO . VIRNIE-THR) PARAPET P4' c 1'-0- R2 I 'T - 5TANVIN5 SE METAL ROOF DRIVE THRU WINDOW IN AL— —ME —IRD FENCE REFER orli l FAS IA INT TO MATCH -1 1111151 > (2)� CONTROL -JOINT, F R-2 F-3 K— L—W, CONT . mIVE-ThRj RDOF j (VEEP GREEN) WON L16—M5 a DRIVE-TNRU PARAPET ("Le" RE.) ABBREVIATIONS 5, DOOR 4 NINDON TRIM, ACCENTS) -421-6 ROOT BEER BRICK ALMS BRICt'; "SNAP -SEAM' ROOFING AEP -SPAR METAL PQ0FIN,5 °SYSTFHS COLOR : LEAF GREEN "SNAP SEAM" ROOFING AEP -SPAN METAL ROOFING 51'5TEW5 COLOR, REGAL p Tr VERTICAL WALL PANEL AEP -SPAN FLUSH PANEL LEAF GREEN NEON LIl,,tTlW, CREATIVE 51614 GO. (9l2 512-1565, PON FOSTER) COLOR, VEEP GREEN (CHANNEL TO MATCH -T-6) NEON LIGHTING CREATIVE SIGN CO 012-512-1565, RON POSTER) 17OLORz RUBY RED (CHANNEL TO MATllH V. 12 16 ,,, - PARAPETI'-" ATr TOP OF PARAPET —41 IB 10 AFF. WON 1-1611— CO.T. . ROOF (VEEP GREEN) VERTICAL METAL PANELS, (12- 51A — SEAM HETA R-� (24"W0 ANO PCRT-A.D IFMENT PLASTER - -T- LATH ON lr'R-YI— SHEATHING F ISWP fla 25 --lo Top ";�;A�AWT 2080 N. Huy 360, St. 200 Grand N.k;., Te— 75050 ph, . (9721660-4080 1. (971)660-1.9. ihi—.1; q—I,Snkhhht -F17T 'T - DRIVE THRU WINDOW IN AL— —ME —IRD FENCE REFER orli l INT TO MATCH -1 ELEVATION (2)� 12 16 ,,, - PARAPETI'-" ATr TOP OF PARAPET —41 IB 10 AFF. WON 1-1611— CO.T. . ROOF (VEEP GREEN) VERTICAL METAL PANELS, (12- 51A — SEAM HETA R-� (24"W0 ANO PCRT-A.D IFMENT PLASTER - -T- LATH ON lr'R-YI— SHEATHING F ISWP fla 25 --lo Top ";�;A�AWT 2080 N. Huy 360, St. 200 Grand N.k;., Te— 75050 ph, . (9721660-4080 1. (971)660-1.9. ihi—.1; q—I,Snkhhht