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Home My WebLink AboutItem 05 - CU04-04 Glass CactusITEM F TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER O1 `,,��.�� H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICES ��S' MEETING DATE: FEBRUARY 17, 2004 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU04-04 APPLICANT: David Breeding PROPERTY LOCATION AND SIZE: The subject property is located at 1501 Gaylord Trail and is platted as Lot 1, Block 1, Opryland Addition. The property contains approximately 52.254 acres. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional permit to amend the approved site plan of CU03- 15 (Ord. 03-34) for a planned commercial center with the possession storage retail sale and on -premise consumption of alcoholic beverages (beer, wine and mixed beverages) in coniunction with a hotel and conference center, specifically to amend the floor plan and building elevations for the Glass Cactus restaurant (formerly known as the "Point" restaurant). When the original conditional use application was approved for the Opryland project in December 1999, a conceptual representation of a restaurant at this subject location was shown however, actual floorplans or building elevations had not yet been developed. In March 2003 a conditional use permit was approved (CU03-15) that generally established the look and location of the restaurant as well as the floorplan for the proposed restaurant. With this request the applicant further refines the exterior look of the restaurant as well as further establishes the floor plans for a variety of multi -uses. 0:\ZCU\CU04-04.4 1 February 9, 2004 (10 43AM) ' PRESENT ZONING AND USE: The subject property is currently zoned "PCD" Planned Commerce Development District and is under development as the Opryland Texas Hotel and Convention Center. The subject property was zoned "R-1" Single -Family Dwelling District prior to the 1984 City Rezoning. A Specific Use Permit (Ord. 77-12) was approved by Council on March 1, 1977 for a health care center but was never developed. Conditional Use Request CU99-69 (Ord. 99-182) was approved by Council at the December 21, 1999 meeting and allowed for a 1,600 -room hotel with conference center space in excess of 300,000 square feet on the subject site. The site plan for the Opryland Hotel was later amended at the February 20, 2001 (CU01-05; Ord. 01-12) meeting specifically to revise the parking layout. At the March 18, 2003 meeting Council approved a modification of the site plan (CU03-03) for the Opryland Hotel specifically to establish sales and storage areas for alcoholic beverages within the hotel Council also approved a special use permit (SU03-02) to establish cellular antenna equipment under the hotel silo with low profile antenna arrays on the hotel roof and allow for approximately 20 video games and two pool tables in the Train Station area of the hotel. Conditional Use Request CU03-15 was approved May 20, 2003 which established the floor plan and elevations for the "Point" Restaurant. Conditional Use Request CU03-38 was considered and approved by Council at their October 21, 2003 meeting which allowed for minor site changes such as feature landscaping modifications along the Ruth Wall entrance to the site, identification of an outdoor seating area associated with the "Old Hickory Restaurant" within the hotel, addition of tennis courts just north of the parking lot, addition of a future events pavilion to the north of the hotel just east of the parking lot, and a revision to the final height of the hotel from 160 -feet to 165 -feet. In addition, a special use permit (SU03-05) was approved for a helistop location just to the north of the hotel for occasional VIP transport (approximately six to eight times per year) and emergency/care-flight situations if necessary. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "GU" Governmental Use District—Grapevine Lake SOUTH: "GU" Governmental Use District and "R-7.5" Single Family District— Grapevine Lake, The Woods single family subdivision EAST: "GU" Governmental Use District—Grapevine Lake WEST: "GU" Governmental Use District, "R-7.5" Single Family District, and "CN" Neighborhood Commercial District—Grapevine Lake, Lakewood Acres single family subdivision, and the former Grapevine Steakhouse now occupied by the Grapevine Elks Lodge. 0:\ZCU\CU04-04.4 2 February 9, 2004 (10:43AM) AIRPORT IMPACT: The subject tract is located within both "Zone A" Zone of Minimal Effect and "Zone B" Zone of middle effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" Map. In "Zone A," few activities will be affected by aircraft sounds except for sound sensitive activities such as auditoriums, churches, schools, hospitals, and theaters. In "Zone B" the following uses may be considered only if sound treatment is included in building design: multifamily apartments, motels, office buildings, movie theaters, restaurants, 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 both of these noise zones. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's request is in compliance with the Master Plan. I 1 00 [SI :IfIllel M =A :4 = Z I The Thoroughfare Plan designates Ruth Wall as a Type E Collector with a minimum 75 - foot right-of-way developed as four lanes. Gaylord Trail is not a thoroughfare as shown on the City of Grapevine's Thoroughfare Plan. /rs 0AZCU\CU04-04.4 3 February 9, 2004 (10:43AM) >.■ � G�pEV�NE �K W � `at`al x� ,♦♦♦ • y 4 ♦ r .a.c GU >.■ � G�pEV�NE �K W � `at`al x� ,♦♦♦ • r t' ......::::... PCD : ■ ::meq::::'::::;:: ; 4 ♦ : ............. ......... !r • t i ♦, rr� �+ M�0� -r it SP 001 i GU - OL 1 Gil ■ �' .: p,.1�� :. GU ■ t _� Glass Cactus �G�� 0 -fir _ T B 1 8 CITYO F VIE 1 CONDITIONAL USE APPLICATION Form "A" PART 1. APPLICANT INFORMATION Na//me of applicant/ agent: Street address of applicant / agent: i City / State l Zip Code of applicant / agent: Z elephone number of app r n/agent: Fax number of applicant/ agent S _ ( Applica`nt`s` init�erest in subject property: YV ( V PART 2. PROPERTY INFORMATION Street address of subject property -Z ((n C \2 \ L... ° Legal description of subject property (metes 6 bounds must be described on 8 M" x 11 sheet) O Q �. .. C-...1 t ..l ©� l R Size of subject property � 2,. "Z S Li Acres 7c Square footage Present zoning classification: Proposed use of the property. HW 73> C t'Z `J\ I-',�� Minimum!rhaximum district size for conditional use request: ---� Zoning ordinance provision requiring a conditional use: 5 '�o►�Sa C -o rxt> -C or'3 l�<� PART 3. PROPERTY OWNER INFORMATION Name of currant property owner. // 1 Street address of property owner h n City! State l Zip Code of property owner Nta.s Telephone nu ber of property owner. Telephone Fax number of property owner b� &IS � ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document ❑ In the same letter, describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations (example: buffer yards, distance between users) ❑ in the same letter, describe whether the proposed conditional use will, or will not cause substantial harm to the value, use, or enjoyment of other Also, describe how the conditional use will add to the value, use or enjoyment of other property in the property in the neighborhood. proposed neighborhood. ❑ APp lication of site plan approval (Section 47, see attached Form "B). ❑ The site plan submission shall meet the requirements of Section 47, Site Plan Requirements. ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application 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. 1 Any changes to a site plan (no matter how minor or major) approved with a conditional use or conditional use permit can only be approved by city council through the public hearing process. ❑ I have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this application have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY "'�4A I Print Applicant's Name:Applicant's Signature: J Ili I V L.- t Li The State Of �eX� County Of Before Me c'/C '40 on this day personally appeared Y 1 , (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal Given under my hand and seal of office this day of �%��A, D. SYLViA SCHOEN *, tp COMMISSION EXPIRES May 18, 2(04 (f) or State Of Texas Print Property Owners Name: Property Owner's Signature: The State Of County Of Before Me G/ / m' —d on this day personally appeared 1,)A,4 x)--) ►�� . � �'..�� - j�, y (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the �lpurpos es and consideration therein expressed. (Seal) Given under my hand and seal of office thisy day of b' 'S '� " 7 A.D. rs SYLASCHU h^!' COMMiSS10rd EXPIRE:; May 18, 2004 %F.4 Nota nd F Texas ACKNOWLEDGEMENT RECFIVF0 PAGE.....OF..., 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 filing fees. The application, along with the required filing fee may be resubmitted any time thereafter for reconsideration. Delays in scheduling applications before the Planning and Zoning Commission and City Council created by city staff shall not be considered a part of the four month period. I have read and understand all of the requirements as set forth by the application fc conditional use or special use permit and acknowledge that all requirements of thi_ application have been met at the time of submittal. Signature of Applicant Date: 01 �U� `c`� Signature of Date: C) 1 l Oi6 1 o4 RE VE - ILLUMINATION PLAN SAGE..... OF - 110 ! )11, n illumination plan to include a site photometric and all fixture details shall be submitted as part of the site plan review process. Applications will not be accepted without this requirement. I hereby acknowledge that an illumination plan has been included as a part of this submittal. Applicant Date: 0 \ k V� I (L) Property Owner: Date: C ` \ u� ` (z),q 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 CU04-04 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO.2003-34 FOR A PLANNED COMMERCIAL CENTER WITH THE POSSESSION, STORAGE, RETAIL SALE, AND ON -PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE, AND MIXED BEVERAGES) IN CONDUCTION WITH A HOTEL AND CONFERENCE CENTER, TO AMEND THE FLOOR PLAN AND BUILDING ELEVATIONS FOR THE GLASS CACTUS RESTAURANT (FORMERLY THE "POINT" RESTAURANT) IN A DISTRICT ZONED "PCD" PLANNED COMMERCE DEVELOPMENT DISTRICT ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning & Zoning Commission of the 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 and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on 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 ORD. NO. 2 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, an is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code, by granting Conditional Use Permit No. CU04-04 to amend the site plan approved by Ordinance No. 2003-34 for a planned commercial center with the possession, storage, retail sale, and on -premise consumption of alcoholic beverages (beer, wine, and mixed beverages) in conjunction with a hotel and conference center, specifically to amend the floor plan and building elevations for the Glass Cactus Restaurant (formerly known as the "Point" Restaurant) in a district zoned "PCD" Planned Commerce Development District within the following described property: Lot 1, Block 1, Opryland Addition, (1501 Gaylord Trail) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas, Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. ORD. NO. 3 Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 17th day of February, 2004. MSZ R ATTEST: ORD. NO. 4 '...•V : I §ff &� 2 fej 1*1 :1 GENERAL NOTES GENERAL NOTES GENERAL NOTES NOTE DESCRIPTION NOTE DESCRIPTION NOTE DESCRIPTION L 'NI nock .It be Marmetl b ac D dance iIh the Dlons. tacM1nicol 10. The Cmboctor sFdl be respons to notifying Frolic 20. The ContraI shell contact Clic SANITARY SEWER specif ne. -the Giy of G t«clion a the cit pr Cru C000 d Code 4 r10 087 A d: UtBil Com Rendes y pony Contacts a inimum or 45 I.e 8704 pwN o9aI- ontl .laity pontes In wrttbq to tela rtty Ue locutions a a ,eve of y pevine het'o oncex, the laws of 'he 9lvte of T OSHA HAY BALE CHECK DAM Feora prt. fo c ctny any the A l I Ne of cOnlacts Is ndW d kn-dI.IN following the Gen.vl Nolex. SITE/STRIPING/ NAL IMENSIOH�" d liens of di mei ling uSllti¢x 0 M m of 48 h - CONTROL Stanaertla d Ins Ncetl T. -I Cwom e I Coved nt b .1 Stanaged BDecih"U"o (w Public Works Constrvcllon, 11. The ixolions of b.Winq IlI!— tbown Ue plans we SHEETNp. bef.a ha any conNructim MINI, theoprop<t limits. Copies of di tally Coer I,_ letters FII be dd'rvered to Ue Gly t. Uoir STORM DRAIN WAS INLET STORM ORNN RCP .latest eaiUen oppraxtmot0 mod have not been iRW by Ibe C% f Gop6 .. Tts rp�.-tobma, Tha project Mes. mo bo ,h every allort Fos Leen taken to Insure the completeness of this 2 The City of CrpperNa Hapset. arertkne pdKy dlmws the WATER VALVE MANHOLE Contract. eh 11 West Nof Wblk utd'lke 60 approxknoldy mmked en the -- Net it n the vole reppdubY ty or the Ca+boclor to conlod le the relewIt E 4004 I1382 - - - 1-a RETAINING WALL Contract. io wnNr tram J:W om b T00 pm, Montley Sebraoy. My POWER POLE 6a foe. by the city of Grapevine Public Works OeDartmmt 610- F.V- «garNeaa of Ther _Rh. axcluson from »tlex 10- muoogh «qu0s1 to work on o Saturday t be moos prl. to SGO I,- ThVreOay eflernoan ontl veal reWte o mmrmum four hood <fiarge. Tha Contractor - (E% ISTING prwr to begmnmq ccnslruct'wm. The Contractor shag be asponsl a for FMd verifymg the type, diaster, Nwion, "0911Z - TXU ELECTRIC - (817)481-0510 shall pay ovml'me ch.q.e ar Y3000 p« hour to the city depth, and g«aa of .11 pn. to bagbnin otmetien o _ q @iT SPOT ELEVATIONS of Cr.1-o for w.k .(.Id. the normo workweek (&DU TOP OF PAVEMENT TP BROADBAND (972)830-3800 HIGH POINT to 500 0.m, Monaoy Mrougn Friday) No nark is dlowetl on 6undaye . Gty Hd'aaya wilM1out wrllim 12. Pnor /o b<D nnm9 consWcl m, Ue Contractor shall famlia ze Fwnsdf wIU Ins plena, specifcat one, contract LP 1XU GAS - (817)571-9496 GTY OF GRAPEVINE - CURBS BERCTHOLO (817)410-3143 HANDICAPPED PARKING approwl from Ina Pudk Works Okeci.. tlocumenls. Ue Gty or Gopevine Code et Ordinwctt and standard ddeas and all ocher aPWkoMl atalMards ontl 20. Radri end dl-elons a« t. lace of curb loya.t. 3. The Cmbect. shall be reaponsIDie for DfoMd'myq Ue City of Grapevine o 2-ywar, 25% Neintenancp Bond f. all epxificatbn. ,.tete to the proper campblion of Ue project, raa... to do so veal in no way rohN. the puttee .titles including aanitmy sewer, apwer lutea s, storm Moinm9k Davem.1 ens ex<pwtim/MI btprowments. Cont«<t. of rsspm TattyD<rfortning Ue work M accordance with these reWiremenls. 13. GansUucibn in the OwnereaEn Ins Gey of 4. t-ob eorebt Is tFa responzrogityno/ the Contractor. All trenNes shah be ex<awMd ontl mintained b strlpl Gap,o. rapre�sglttiolivuplof ginger, one redewing o9enciea ane wihorities. The Contractor x01 be <.donae .l. oll requhementa of the Occapatlenol HeoitF and Solely (09TA) .-do da. Prior to Oa porting apansSle for OroviGnq sole ac<ers It oil times la In.Pectim of Ne work and sch,d.hog required inspections. ansd .."Ietmo ar It,. be -I, the Caniraclor sbd be re pensible rot two (2) trench safety plans t4. Tmffo conird deakes conf.minp [o Ue texas Manual an wbmlHb9 prepdretl one Nd by a Professiond Engineer e, .o In Umtata Traffic contra Devices me regmretl for work on the Stole of T.O.. 9nways Tha Conlrp<I. anal) pilaw a beets .,a hi pprowl from the City Engwe. prior to b<oo-9 I, consbuctbn. 5. The Cook -to, shill by responsible for con heMq Ue City pevbe of (817) 410-3010 to realest irtt S. The Contrast. Holl D«tett existing lrns, Gushof es. Hedges, a tylion Inspection prior to o y work c.nmenctny on londscmpin9 Plants, fences, aprinklas, and turf unless ob-i. noted on the plpnz Any tlomvye be thesg thete. ah. rrytta«tl to o emdtlon equal or Getter than IF- to 6. Thar. ebdl be no Ming m the flooaplan or dp T, within s olm-Nitho. the City or CraDovine w -1 an ex...led "lel 16. AN b -h sa .f lits req.hnq rdo<oU. shah be the Aqr _-,.* rsapon.Wily of the Irenehwm <om-i. The C-lbecl. 7. The eonh- or eholl be reaponTle for do ar ly Oroeim mtrd w dunce Ilh 00 plan. an Abbe du F f M, Hoyt, honoA'se compo M for ime ked. and dwate 01 <ondm<Uon ties eraund Oh 1-floo. requked f. Uia \ Ue City f Gro .O . Cade of Odmences, No adddbnd projoe -,nsVbon wet Ga dbwed w order to I -bele and mo tom the Erosion conird won to - m ...1 the 17. AR sMldowns of pubic IMIU- anal be a o,6111ed w admnce of censlrvctoo It shill be the cootra<tors PAC 0+24.77 rb0mgd.Nsemenfa of 9overnwg w1F.rNes and regulet.y looponsWity to prepIII on "ACUon Plan" for all donned shUhl- for opprowl by R. Putfle Works Department of \ \ 8. Thor Cwbact. shill be re P-Ibte for recalling ail Ne City of C,op.- The Actwn won" - .- the "fleeted .lathes. dwolke <Fonges to the Pbns os w progresses The pnel.et enqine. vett mcorp.ale these ebengea mle the "Aa -Built' &awMgs of shutdown, personnei and apmpment. <ont'ngen<y pion. and seWence or work to be paf-ed No work vett be slowed ontl the "Acton Pian h.been i 9. Where m con0'ct exale betwmo the plana a,-Reollons nd opplicoI _.- me C.1-to,shill bid the w.k approved work andi proceed on o 24 haw o Day I,- during o shutdown or .-td el.t'an.pof a unt9 dl ofleeled .!Bites ore bad N service to lne \ l! \ based on the most expen ve dtpm u- < Usbd'm ori the City of G,o Yne. No W&,Ii nil atoe.- veal be slowed for lob., eWip- amerwim unused warkwg dtrons 11Nk<d fo repos . maize disrupt N 29455.1883 on io offactod of VII aha .tam ape U... E 403556,4656 18, The Contractor not Walsh d wotmr raq.ireI rot anabucUan Th< contractor may purchase wale I- the City al pubbahad voter rotes All co -U.. to the 01re .ter .yetem mN t eat the approval or the Chy of Gmpez Conhact. The anal post a daposR to City een-elan mol«. 19. The Controlb, shall q'w the Gly of Grmpevm< 48 hours notice bei." b tti-, Iota phase of mnstrucRl Coote" Curh9 8 gUdd al (817)410-3143 LEGEND E%ISDNG NEW �- BOUNDARY �- ARCNITECi EASEMENT - fi10- MAJOR CONTOUR m Locedotl: 1501 Gaylord Trail <+ BT SURE390 MINOR CONTWR FORTWORTH. T%76104T t1N68C0.PE ARCNITECT SWA GROUP 221 i NORTH tAMAR. SUITEAW DALus, Tx 75208-IINp STRUCTURAL ENCIRRIM SROCKEFTE DAVI3 DRI MC. 4144 N. CENTRAL EXU, SUITE 11. DALLAS, TX 76209 INTERIORS ^^^^� SANITARY SEWER §9M -1(,j -- 4 r10 087 SANITARY SEWER MANHOLE 8704 ART FENCING a HAY BALE CHECK DAM i4 Ir SITE/STRIPING/ NAL IMENSIOH�" STAB.ZEO CONSTRUCTION CONTROL W ENTRANCE CURB AND MATTER Ph- (87)335-3000 Far (817)336-1125 SHEETNp. Cmmmm STORM DRAIN WAS INLET STORM ORNN RCP o DRAINAGE ROAD / DITCH m WATER VALVE MANHOLE -- OVERHEAD ELECTRIC E 4004 I1382 - - - 1-a RETAINING WALL a p"" POWER POLE �( 610- FENCE MAJOR CONTOUR 10- 6. - (E% ISTING MINOR CONTOUR CONTOURS - ARE APPROXIMATE) DRAINAGE FLOW ARROW * fi SPOT ELEVATIONS 608,4 TOP OF PAVEMENT TP HIGH POINT He LOW POINT LP HANDICAPPED PARKING i RADIUS DIMENSION .R - - FIRE LANE R o� SITE PLAN Ct SGALE: i" = 3G (TYP.) INAN> u- PL=T, MEON TL 02 STRIPING/DIMENSION CONTROL PLAN C1 SCALE i - 30' n i "Ks M1... crtRtWCNu% -AL Nn ' c ,'k � r",� @ ARCNITECi H 91BMCKINNEYAVENUE DALLAS,TX76201-Im C -Name: GN. Callas gE+,s q@ A'^ -0 Case Neatber: CU ^^^%%%kkk $ydY+. CNK ENGINEER HUITTSOLLARS m Locedotl: 1501 Gaylord Trail <+ BT SURE390 Lot Ir BIoCk lr ODtYtDad AddIUDS I 002.4981 3494.3523 0005.6064 ._ FORTWORTH. T%76104T t1N68C0.PE ARCNITECT SWA GROUP 221 i NORTH tAMAR. SUITEAW DALus, Tx 75208-IINp STRUCTURAL ENCIRRIM SROCKEFTE DAVI3 DRI MC. 4144 N. CENTRAL EXU, SUITE 11. DALLAS, TX 76209 INTERIORS 03499.7339 N E RETAINING I WALL ^,.. w e ^L P S 29991. 198 J 403511,3343 LoONEYa A5SOc1ATEs 9131 M<RINNEY AVENUE, SUITE 310 a w. TX'AKM LANG LIGHTING GEBtON INC LANG UGHTAI O SMAN 482e MCKWNEYAVENUE. SUliE 108 OAU -AS. TX 75205 4 r10 087 icon �`'` �{ 1 S I I 8704 $13' DATE 05 JAN 2004 814a'9" f➢695 7 695 9367 N i4 Ir SITE/STRIPING/ NAL IMENSIOH�" I�� 11 V fw-'-olwt, kt0. EN tea" Iro) Arcnrcxflxo CONTROL W PLAN Ph- (87)335-3000 Far (817)336-1125 SHEETNp. Cmmmm -1 N 30042.7757 E 403593.2017 N 300"3.. p^' log Con- E 4004 I1382 - - - 1-a RETAINING WALL r p �( N 30023.1714 E 403638.5257 I N 30017.0790 E 403633.1281 i 6. OWNER GAIIORD ENTERTAINMENTGROUP 118 SOUTH MAIN AT EST SURE hal MEMPMS, TN.1. -ER'S CONSULTANT CULINARY IW,w00SCORE GROUP 801 'COMMERCE DRIVE, SURE 400 IRVING. TX 750(t3 CLIENT CENTE%CONSTRUCHON COMPA`!Y, WC. 31 W MCKINNON, TRI FLOOR DAaI_AS, Tt]5201 CLIENT'S COXSLLTANT WJHW 4hpi SPRING VALLEY RD„SUITE 113 OALtAS.1X 752M C4TENT9 CONSULTANT MILLS ELECTRICdd. CONTRACTORS 1400 F. HWY.28 TRENCOR BUILDING, IST FLOOR I GRAPEVINE, TX>f08t V R/1 F' L V I IV t INTERIM RFVIEW ONLY LAKE0W f. crtRtWCNu% -AL Nn ' Y EOW- P. CA.. 44307 I REVISION GRAPHIC SCALE N FEB ) 1 IrleF 3a ft NKSPROJECTNUMBER 8704 DATE 05 JAN 2004 cu -TITLE ` ARR{ r1 SITE/STRIPING/ NAL IMENSIOH�" I�� 11 V fw-'-olwt, kt0. EN tea" Iro) Arcnrcxflxo CONTROL 500 W. 7th SL 8tw 300 Fat Worth, Texas 7=2 PLAN Ph- (87)335-3000 Far (817)336-1125 SHEETNp. Cmmmm -1 TOP7, OP 55568 566.60 5a27 ,—,- %&. ..- m I — - GRADE T E V. -- — ----------------- — — ------ HKS GRAPHIC SCALE ARctarecT IN .10 4818 MCK1NNEYAYFAUE cf YNALEIWSI,P-.—p —M M--$U iWING. TX 75053 HUITT-ZDHARS 300 TTH 9T UNIT 23, 8UITE 3C0 i i I.RT .0NTN. Soo W 7th SL St. WO Poll Worth, T..- 76132 —, . Im, Ph— (80)=-3000 FAX (6t7)336-1025 WAGIt- 2211 NORTH UL1AR. ■LIRE 400 GRAPEVINE AlIV. u—s -""T— .11. ELECTRICAL OONTMCTC29 LAKE U.E.— TNEN—BU—NG.lSTF—N GRAPEVINE, TX>f05f 4144 N. CENTTtAI FXPY, SURE 1100 —%9-1' NOT nuc cx c ox. INTHRNNq 3131 MrXiNNEYAVENUE,$URE310 �� REVISION 4525 MrXiNNET AVENUE, SURE IDB I DALLAS, U 75205 Casa N— GWs C.-. Gose N..b r. CU04-M L—G.: 1501 GyI.Td T.9 Lot 1, BI.& 1, Opyl..d Addifl.. CASE NAME: CASE NU SER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET, APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES V TDP 51000 IJ TG an 1 I OWNER —LORD ENTENTA-ORCUP GRAPHIC SCALE tiB SOUTH "N —EL 6V11E w IN .10 OWNERS UN, cf YNALEIWSI,P-.—p —M M--$U iWING. TX 75053 HUITT-ZDHARS CENT�CONSTNU-0 P�,—. Witt-Zoft,A Ir,- Ex0MleerNg ( Arohlt--hr. 3—NICKIN N,TTNFL00R Soo W 7th SL St. WO Poll Worth, T..- 76132 —, . Im, Ph— (80)=-3000 FAX (6t7)336-1025 *UMr3 CONSULTANT w— — - -SPRINGRD.,Ija GRAPEVINE AlIV. u—s -""T— .11. ELECTRICAL OONTMCTC29 LAKE U.E.— TNEN—BU—NG.lSTF—N GRAPEVINE, TX>f05f INTERIM RENEW ONLY —%9-1' NOT nuc cx c ox. -1. 44907 �� REVISION GRAPHIC SCALE Hnp—Numm 8704 DATE 05 JAN 2004 GRADINGI HUITT-ZDHARS JOINTING PLAN Witt-Zoft,A Ir,- Ex0MleerNg ( Arohlt--hr. Soo W 7th SL St. WO Poll Worth, T..- 76132 Ph— (80)=-3000 FAX (6t7)336-1025 SHEET N0. C.2 m ,J ----~" s GENERAL NOTES DESCRIPTIONSTORM DRAINAGE SYSTEMDESIGN FOLLOWS THE 24' Rt 11 DEVELOPMENT STANDARDS, CITY OF GRAPEVINE, PUBLIC WORKS DEPARTMENT, ENGINEERING. FEB, 1996. THE DESIGN OF THE ENCLOSED PIPE SYSTEM I-S AND ITS APPURTENANCES IS BASED UPON THE CITY OF FORT WORTH TRANSPORTATION PUBLIC WORKS DEPARTMENT STORM DRAINAGE CRITERIA AND DESIGNMANUALDESIGN OF ENCLOSED PIPE STORM DRAIN SYSTEM BASED ON THE 100 YR. STORM FREQUENCY. ONSITE DRAINAGE AREA COMPUTATIONS AREA I AREA I C �W,t�n+W RUNOFF NOTES STORM DRAIN INLETT COMPUTATIONS INLET N,,. ?,- �� ' N I Z ! bI 1 -REMARKS NOTE: ALL INLETS ARE LOW POINT INLETS CAP = 3.087L(H)3/2 HYDRAULIC COMPUTATIONS FOR STORM DRAINS wNdE CR DISTANCE NERD LOSS AT CHANGE N SECTW N�WR .—T N .iA1MW MNWE GR DRAIN—AMn: POPE LO551Hfi1 EIEVAiIDNS'OM TROW Vi _ E)�1 �E-tDV AT EdlT .TRUCiURE L (sRl (F) n71t CONd4T OOtxl W CK! OOtt 2 ,9 Al 29 PT 1RWtWIG WTGOWO FAW tD n P�,0t3 SitNA3f SDFw n we tt A. H fl PVE PPE NO1LT z D.1. s3 3.6 t6 D.aa7 H n M 1 t t0 t8 OA062 PARTIA ROW - PIPf SLOPE a 1.OR _.. PFRR ROW -RPE AOPE � t f ✓/-E _. I((I W/18' HIGH Bus_ 24' RCP R = 558.00 -- STGRMCEIT 800 OR APPROVROVEDD EQUALL TOP GRATE = 565.30 LN A (IN) R 560.4 AT 2 (IN) R = 560. A (OUT) R - 560 O OT TOM STORMCEPTER R 551.]0 I �INLETI 10 CURD OPNG TC=56498 R MOBS ..4 I .�..� 564 j. _ .. ._ .. lAT CP 8 CP 2 - ieL Ro 5.316 3 �.... ALAMP I 4 G tRO lox � -� INLET 2 10 CURB OPNG TC=.98 R m 560 98 1 1 I i \` --'� ' I � i --t✓ ;.fes :�. r I , / 96 / � I z III f• �I(; , �� ,. -••�-•- DRAINAGE AREA BOUNDARY -- DIRECTIONAL FLOW ARROW DRAINAGE AREA DESIGNATION 3 A, *Cres 0100 , Of 24' Rt 11 STGRMCEIT 800 OR APPROVROVEDD EQUALL TOP GRATE = 565.30 LN A (IN) R 560.4 AT 2 (IN) R = 560. A (OUT) R - 560 O OT TOM STORMCEPTER R 551.]0 I �INLETI 10 CURD OPNG TC=56498 R MOBS ..4 I .�..� 564 j. _ .. ._ .. lAT CP 8 CP 2 - ieL Ro 5.316 3 �.... ALAMP I 4 G tRO lox � -� INLET 2 10 CURB OPNG TC=.98 R m 560 98 1 1 I i \` --'� ' I � i --t✓ ;.fes :�. r I , / 96 / � I z III f• �I(; , �� ,. -••�-•- DRAINAGE AREA BOUNDARY -- DIRECTIONAL FLOW ARROW DRAINAGE AREA DESIGNATION 3 A, *Cres 0100 , Of NOTE: PROPOSED RESTAURANT STRUCTURE SUPPORTED BY CONCRETE PIERS ABOVE SURFACE OF PROPOSED GROUND GRADING. GRAPEVINE LAKE Nv5 ELEV 535 ,DO YR WS ELEV = 564 500 YR WS ELWV 572 DES GIN STORM BASED ON 100 YR STORM FREOVENCY USING THE RATIONAL METHOD 0= C I A RUNOFF COEFFICIENT C= 0.90 RAINFALL INTENSITY Itm = 11.6 i,%, > TIM EOF CONGENTR.ATIDN= 10 rr;inut*m Acres A -RAINFALL MTENSRTY, TP10, FORT WORTH. TEXAS Case Nan&: blase Caqus Case NPmb6T: CU0444 L*4Ation: 1501 Gtyin[d'IYPD Lot 1, BI.& 1, Op0'MDd Addidon MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 7 OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES GRAPHIC SCALE ( IN Pi1T ) t Ince a SO tt GRAPEVINE LAKE H(ll -SJLI RS HulO-Zog—, k"_ Enp'h—tQ / ArchOectUre 500 W. 701 R. a.. 30O F-lt WorOE Te38P 7882 Ph— (BT7)335-3000 FBA (Bi)335-1028 a Ill Ks ARCRRECT HXS. NC. 1819 MdWJ TX 752pt-1TS1miATm ON.I AS, OML `VN4 d HUTT2oLVdLS SW WEST TTH 6T UNIT' 23, SUITE 3W FORT WORTH. TX 781024Tr3 LAM GRdGRO PE AIRCMITEGT SWAA 2111 NORTH WAAN.SUNE400 DMus. TX rsroz-1oeD •TROCTMML R,GIMm BROCKEiTE DAVIS DRAM No 4149 N. CENTRA. EXPY, SUNS IIM DALtAs, TX 753]4 tootl E,A L'M "INNE, A TATE. 3191 MCKiNNEY AVENUE, $UTE310 DAt1.Ae, TX 16284 It TANG LGL`RMPLIGNTINO IGHHNG DESIGN NC. 46,8Mr30NNEY AVENUE, 9UTE 108 DULAs. Tx>sm6 W HE F-4 W IDTtNP� GAYLORD ENTERTANMF}TTGRCUP 1183011TH MAN STREET, SUDE60D MEMPHIS,TN38101 OWNS CONEMLTAIR CULINARY KALEIDOSCOPEGROIR 6N5 COMMERCE DRIVE, SUITE400 RUING, t%r5p6i " r CENTE%CON6IRVCTON COMPANY, INC. 3100 MCKINNON.71N FLCQR pAI.tA3, TX 15201 CLFENTS EONEULTAMT VMHW G SPRING VALLEY RD.,&IIiE 113 DuAU os, Tx rua c A COMSOLTANT MILL. ETECTRICA. CONE RACfOR9 1400 E HWY.26 TPENCOR GBVILDING,t13T FLOOR RAPEViNE,TX7805 INTERIM REVIEW ONLY u°0Wi whxoEu°"m_PTLF. DR PE caysmuc 0 n5 [utlNEEP k . 6ERUL NR EDWARD R CRWSE 44907 REV6410N 8704 05 JAN 2004 .HEETTTIE DRAINAGE PLAN! DRAINAGE AREA MAP i SHEET NO. ■ 3 TRENCHIDRAIN Iffffff N -RET41NING WALL NOTE: PROPOSED RESTAURANT STRUCTURE SUPPORTED BY CONCRETE PIERS ABOVE SURFACE OF PROPOSED GROUND GRADING. GRAPEVINE LAKE Nv5 ELEV 535 ,DO YR WS ELEV = 564 500 YR WS ELWV 572 DES GIN STORM BASED ON 100 YR STORM FREOVENCY USING THE RATIONAL METHOD 0= C I A RUNOFF COEFFICIENT C= 0.90 RAINFALL INTENSITY Itm = 11.6 i,%, > TIM EOF CONGENTR.ATIDN= 10 rr;inut*m Acres A -RAINFALL MTENSRTY, TP10, FORT WORTH. TEXAS Case Nan&: blase Caqus Case NPmb6T: CU0444 L*4Ation: 1501 Gtyin[d'IYPD Lot 1, BI.& 1, Op0'MDd Addidon MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 7 OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES GRAPHIC SCALE ( IN Pi1T ) t Ince a SO tt GRAPEVINE LAKE H(ll -SJLI RS HulO-Zog—, k"_ Enp'h—tQ / ArchOectUre 500 W. 701 R. a.. 30O F-lt WorOE Te38P 7882 Ph— (BT7)335-3000 FBA (Bi)335-1028 a Ill Ks ARCRRECT HXS. NC. 1819 MdWJ TX 752pt-1TS1miATm ON.I AS, OML `VN4 d HUTT2oLVdLS SW WEST TTH 6T UNIT' 23, SUITE 3W FORT WORTH. TX 781024Tr3 LAM GRdGRO PE AIRCMITEGT SWAA 2111 NORTH WAAN.SUNE400 DMus. TX rsroz-1oeD •TROCTMML R,GIMm BROCKEiTE DAVIS DRAM No 4149 N. CENTRA. EXPY, SUNS IIM DALtAs, TX 753]4 tootl E,A L'M "INNE, A TATE. 3191 MCKiNNEY AVENUE, $UTE310 DAt1.Ae, TX 16284 It TANG LGL`RMPLIGNTINO IGHHNG DESIGN NC. 46,8Mr30NNEY AVENUE, 9UTE 108 DULAs. Tx>sm6 W HE F-4 W IDTtNP� GAYLORD ENTERTANMF}TTGRCUP 1183011TH MAN STREET, SUDE60D MEMPHIS,TN38101 OWNS CONEMLTAIR CULINARY KALEIDOSCOPEGROIR 6N5 COMMERCE DRIVE, SUITE400 RUING, t%r5p6i " r CENTE%CON6IRVCTON COMPANY, INC. 3100 MCKINNON.71N FLCQR pAI.tA3, TX 15201 CLFENTS EONEULTAMT VMHW G SPRING VALLEY RD.,&IIiE 113 DuAU os, Tx rua c A COMSOLTANT MILL. ETECTRICA. CONE RACfOR9 1400 E HWY.26 TPENCOR GBVILDING,t13T FLOOR RAPEViNE,TX7805 INTERIM REVIEW ONLY u°0Wi whxoEu°"m_PTLF. DR PE caysmuc 0 n5 [utlNEEP k . 6ERUL NR EDWARD R CRWSE 44907 REV6410N 8704 05 JAN 2004 .HEETTTIE DRAINAGE PLAN! DRAINAGE AREA MAP i SHEET NO. ■ 3 WATER AND SANITARY SEWER NOTES NOTE DESCRIPTION NOTE DESCRIPTION L THE EXISTENCE AND LOCATION OF ALL UNDERGROUND 9. THE CONTRACTOR SHALL PROMISE AS-BUILTU PNS T6 l oPproximote and haw nak been va(fed by the City of UTILITIES SHOWN (MAIN UNE% NO LATERAL OR SERVICES Ordmel... the Iowa of the State of Texas DISC .THE ENGINEER 50 THAT THE REPRODUCIBLE OF THE /! w p SHOWN) ON THE DRAWINGS. WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER r ENGINEERING PLANS MAY BE CORRECTED TO REFLECT AS -BUILT CONDITIONS � THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANO Conlracta Wdi be respmsDle fe, -I verilPng the YyP4 tliamela. locai'wn, depth, mtl grade o1 dl uU1jU a pia to LOCATON SHOWN. THE CONTRACTOR SHALL DETERMINE Cmlroctor to work Wom 7'00 am t. o T' W Mmdoy MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES EX, a DIA SSMH THE DEPTH AND LOCATION OF EXISTING UNDERGROUND US IVES PRIOR E (FLASHING LIGHTS, BARRICADES SIGNS, ETC) TO PROTECt RIM -566-40 TO TRENCHING AND SHALL BE REWIRED 'TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ' RUSUC SAFETY AND HEALTH UNTIL ALL WORK HAS BEEN COMPLETED AND ACCEPTED BY THE CITY. dotumenla. N< City of CrePavine Lode of Ordinmces and ALL ONES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN W THE PLANS, it. THE UTILITY CONTRACTOR SHALL PROVIDE ADEQUATE ( F � „ I l ! t CONTRACTOR ENALL BE RESPONSIBLE FOR CONTACTING OINNF}GT THRUST RESTRAINT AT ALL TEES. BENDS, DRE -RANTS, III- m 5unaoys a City Widays wrtlmt written ALL FRANCHISE AND CITY UTUTES PRIOR TO PLACE; T ETC REFER TO DETAIL SHEET TITLED "THRUST BLACK accadmca with theee r1q.we oet, CONSTRUCMN. EfgA SSI CO. DETAILS'. 2. IT SHALL BE THE RESPONSIBILITY FOR THE 12 CONTRACTOR SHALL REFERENCE MEP AND ARCHITECTURAL pubic vUlld Inciudmg ata, sanimry seam, serer face malls and excaxalwn/NI knprovemmts CONTRACTOR/SUBCONTRACTOR TO FAMILIARIZE HIMSELF NGE ELE W , ADG� e r50' BEND, 6 Y( UNE. �LW PLANS TO CONFIRM LOCATION OF BLUING UTUTY inspectim o1 the wok and oeoeduiing requXed invpectims N1TH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITES RESULTING DIRECTLY 1-TrAn. trmrho shalt be extawted and main a Oe in strict jo bl ado wllh ad ragli-trate of the OcdNpotionoi SERVICES PRIOR TO BEGINNING CONSTRUCTION. • DOMESTIC WATER METER �tcY�.L OR INDIRECTLY FROM MS OPERATIONS. SAID EXISTNG 13. CONTRACTOR SHALL TERMINATE ALL UTILITY LINES 5 FEET old to o-te,mq and wnatructinq of Ne ranches, the l.b., Cmtrecta shill bepmt" Wie la aubmRtmq two (2) IMPROVEMENTS SHALL INCLUDE BUT NOT SE MITES TO BERMS, DITCHES, FENCES, PLANTS. ANY REMOVAL OR __ EX 6 SS _- FROM THE FACE OF BUILDING. 15. The Cmtmcla Wag protect exlsUng b es, bushes, hetlges Plant,. lances IILW rs old NO ud_ DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED 14. CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL GREASE TRAPS TO COINCIDE 1NTTi JONTNG ( IN TEST ) 1 loan = sD n. OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND .__ .... f ( C EXISTING AND PROPOSED SITE CONDITIONS INCLUDING 3, SHALL BE APPROVED BY THE OTT OF GRAPEVINE. ALL WATER MAINS SHALL BE AWWA C900 PVC CL 200 OR 6. GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. ENO EER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. rIop",ibilRX to preps" an •A<ttm Pkn' for el ptmnetl MI -1 na fe, approvd by the PIWT< -A Oepatmen[ Of 14. MECHANICAL JOLT OR A JOINT OF TWE WHICH RROMOES A RECESSION IN THE BELL FOR THE 15. NO WATER .ETVNG 15 ALLOWED FOR WATER, SANITARY 7. EMPLOYMENT OF A SINGLE RUBBER GASKET TO BE e9ulpment, oeo Ioymcy pim. and seWWce of rock to be SEWER. AND STORM DRAINAGE CONSTRUCTON. 4d M accatlmce rill the pima and gppMdx F of the City of Gropevine Cade of G Mole . No addOmd ompmmtim wilt be allowed to cedar to upgrade oldNetted tl PLACED BEFORE THE INSERTION OF THE SUCCEEDING SPIGOT, JONT MATERIAL FOR PVC SHALL CONFORM TO 16. ALL SANITARY SEWER PIPE AND FITTINGS SHALL MEET until dl ulliilias ma back in sd a to tie sdie"Ren of the City of gaPesfne, No addtiond ASTM F477. EXISTNG 8• GATE - VALVE AND PLUG THE EXTRA STRENGTH REQUIREMENTS OF AMERICAN 4. MINIMUM FOR to repo, a minimise disruption to aNee'Ad uldttile all crili<d operalims SOCIETY FOR TESTING MATERIALS SPEOfICATS 03034, am._ x41 intvrporale Hese eb.l-"Ilio the •As -Hadi• daxwgs COVER WATERLINES SHALL BE 40 FROM TOP OF CURB WHERE BEHIND CURB ON LIT LINE, REMOK EXIST. 8' PLt SDR35. q11 SANITARY SEWER PIPE IN EXCESS a 20' DEP1H SHALL BE SDR 26 PVC SEWER PIPE. 5. ALL CONSTRUCTION METHODS, TESTNG AND MATERIALS 17. ALL SANITARY SEWER PIPE MANHOLES AND CLEANOUIS TO SHALL MEET OR EXCEED ALL REQUIREMENTS OF ME CITY PROPOSED 8" Y SHALL MEET OR EXCEED TESTING REQUIREMENTS SET m-tim methada. 3rd. EdiVel. OF GRAPEMNE AND NORM CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD CONSTRUCTION METHODS 3RD. PROPOSED 4 - FORTH BY THE OTY OF GRAPEVINE CONSTRUCTION CODE APPENDIX E, PAGE 2367 AND THE TEXAS NATURAL EDITION, PROPOSED 2' IRRIGATION RESOURCE CONSERVATON COMMISSION (TNRCC) CHAPTER 6. ABANDONMENT OR REMOVAL OR EXISTING UTUTES TO 317.24(A)(B). NOTE TNRCC IS NOW TEXAS COMMISSION DCOUR AFTER PROPOSED UTILITIES ARE IN PUCE ANO OF ENMRONMENTAL QUALITY (TCEO). ACCEPTED BY THE CITY OF GRAPEMNE. i& CLEANOUTS SHALL BE SPACED AT THREE-HUNOftEO (300) 7. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, FOOT INTERVALS WHERE A SERVICE ENDS AT A MANHOLE CENTERLINE OF PIPE AND OUTSIOE FACE OF BUILDING UNLESS OTHERWISE DIRECTED. AND AT ONE -HUNDRED (100) FWT INTERVALS MERE A MANHOLE IS NOT LOCATED. A CLEANOUT SHALL BE PLACED AT THE END a: EVERY SERVICE EXCEPT WHERE B. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROMISE AN ACCEPTABLE REPLACEMENT IS LOCATED (I.E. GREASE THE OWNER AN ACCEPTABLE TRENCH SAFETY PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TRAP). ALL OFANWTS SHALL BE CONSTRUCTED PER THE CITY W GRAPEVINE DETAILS (SEE SHEET DT14). OXAUIMO TO DO SUCH MW AND REGISTERED IN THE STATE V TEXAS. OEVCFS USED TO PROMISE TRENCH SAFETY SUCH AS TRENCH SHIELD$ AND SHORING SYSTEMS 'ALL BE UKEWSE CERTFlEO BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE O TEXAS OR BY A PROFESSIONAL ENGINEER RIMS1ERED IN THE STATE OF MANUFACTURE OF THE SHIELD. REF. FOR EXISTING UTILITIES OPRYLAND HOTEL LIFT STATION AND UTILITY EXTENSIONS HUITT-ZOLLARS, INC. FT. WORTH, TX. 817-335-3000 2003 GENERAL NOTES EX. SS UFT STATOR DESCRIVTOH -,- i, TOP -UNKNOWN it, Tre local'ms of "O lo utbeel Worn m the pima arc ,"roe: Glue Gneiss oo.om VT Oe City of gaPesine stondmd Wctlm d"teda, and the City of CroPeNn< Code If l oPproximote and haw nak been va(fed by the City of ,R C.I. y� Location: Ordmel... the Iowa of the State of Texas DISC Grapevine a its repreebowc s The C.""tor Wag ok 1. /! w p Standards and the North Texas Coulee o Go-olt r ex:✓ � I i i � i The qty of c,' W ingactor owrtkne pili, adowa the y Conlracta Wdi be respmsDle fe, -I verilPng the YyP4 tliamela. locai'wn, depth, mtl grade o1 dl uU1jU a pia to Cmlroctor to work Wom 7'00 am t. o T' W Mmdoy .� EX, a DIA SSMH - trough Soturdoy. My requut to wok ao a Saturday i be 5:00 E RIM -566-40 romdiwtze limed£ xith Use pions, spe<i6cotians contract ' .._.- dotumenla. N< City of CrePavine Lode of Ordinmces and ,$......t. / I EJ( FL 6•� standard detaAz and di INer oppiicode nmde`da and epoei6co1'wn, rile elt to the ( F � „ I l ! t am to 5:00 0.m., Moot Nrbph Friday). No work h OINNF}GT III- m 5unaoys a City Widays wrtlmt written Cmtrocta of respon>Ibiity for PIO-q the rock m PLACE; T opaovol from the Pubic Warks Dkecta. accadmca with theee r1q.we oet, 3. EfgA SSI CO. ' .__-.___... ----- _...._.. _ •.. B'SS ..... �� •„ REM ^_ EXIST. 6• GATE VALVE F INSTALL FH IN TRAFFIC ISLAND ".- ,~ �.. pubic vUlld Inciudmg ata, sanimry seam, serer face malls and excaxalwn/NI knprovemmts _ _,_. .. NGE ELE W , ADG� e r50' BEND, 6 Y( UNE. �LW safety is /he respms:bil of the C . AII inspectim o1 the wok and oeoeduiing requXed invpectims B 1-TrAn. trmrho shalt be extawted and main a Oe in strict jo bl ado wllh ad ragli-trate of the OcdNpotionoi 14. TmfRc amtIfl devices wntorming to the Tex, Menud m Traffic Devices ae reported for wok m • DOMESTIC WATER METER �tcY�.L 'Ex SEMI t INSTALL 2• IRRIGATION WATER METER WITH CITY APPROVED old to o-te,mq and wnatructinq of Ne ranches, the l.b., Cmtrecta shill bepmt" Wie la aubmRtmq two (2) EX FN RIM 565 GO __ EX 6 SS _- I- safety plana preDaed and ceded by a P,, oesimal Enymee, themed to iNe Stela of T...'Imde<apinq 15. The Cmtmcla Wag protect exlsUng b es, bushes, hetlges Plant,. lances IILW rs old NO ud_ 5. EX, 8 W otherwise noted m Ne III s Any damoga WMI be repa,ed to 0 omditim egad a bath than prig to GREASE TRAPS TO COINCIDE 1NTTi JONTNG ( IN TEST ) 1 loan = sD n. .._ REMOVE/RELOCA1E FVa .__ .... f ( C Na eRe, EXIST. FH, 8'x6" IEE, 6• GATE VALVE v FOR PROPOSED LOCATION, 6. There Mad be o0 Mill in the I--PIOIo a dumping wiIbm the City o£ GroDexine ritlout m executed -FII rIop",ibilRX to preps" an •A<ttm Pkn' for el ptmnetl MI -1 na fe, approvd by the PIWT< -A Oepatmen[ Of INSTALL M 3' BEHIND CURB Agreement• the CItY Ot GOPeNnt The '-Plan' MdI avulse the aflected utitities. dura of ahuttloxn, Der- and 7. FH FLANGE ELEV= e9ulpment, oeo Ioymcy pim. and seWWce of rock to be 4d M accatlmce rill the pima and gppMdx F of the City of Gropevine Cade of G Mole . No addOmd ompmmtim wilt be allowed to cedar to upgrade oldNetted tl ADOL 6' W LINE, BLOCKING -1. the Eroabn G II RbA M ortler to meet the requ"xemmte of 91-liog authantie, old reg Wwy until dl ulliilias ma back in sd a to tie sdie"Ren of the City of gaPesfne, No addtiond �i EXISTNG 8• GATE - VALVE AND PLUG a Den -Al will be dlowetl la lobar, equpmenL mat Ids avperyialon a v .oI working cmdlims regvbed & IT' to repo, a minimise disruption to aNee'Ad uldttile all crili<d operalims am._ x41 intvrporale Hese eb.l-"Ilio the •As -Hadi• daxwgs %j. W'i REMOK EXIST. 8' PLt Who- o candid elute between toe plops spoeifiedVole City of publilled water rate,. AI conn lions to the City" CONNECT TO EXIST 8• ate, zl- must meet Ile appmwi of the City of The Coot,_ M01 poet a tlep_R to lee a City Gmatruct{m meter. TO .hones' t g old lo -we Mui, meet Ad Ade ed III tl dl reg 1 be Cty of gapevin< Nath Cen4d Texas ,sued of Go--.. Stmdad PROPOSED 8" Y m-tim methada. 3rd. EdiVel. Cmtoei .11. Bergtldd of DLII) 0-3f43, PROPOSED 4 - PROPOSED 2' IRRIGATION REF. FOR EXISTING UTILITIES OPRYLAND HOTEL LIFT STATION AND UTILITY EXTENSIONS HUITT-ZOLLARS, INC. FT. WORTH, TX. 817-335-3000 2003 GENERAL NOTES NOTE DESCRIVTOH NOTE DESCRIPTION i, MI ark Malt be po formed m a<tatlance with Ile 0l it, Tre local'ms of "O lo utbeel Worn m the pima arc ,"roe: Glue Gneiss oo.om VT Oe City of gaPesine stondmd Wctlm d"teda, and the City of CroPeNn< Code If l oPproximote and haw nak been va(fed by the City of ,R C.I. y� Location: Ordmel... the Iowa of the State of Texas DISC Grapevine a its repreebowc s The C.""tor Wag ok 1. /! w p Standards and the North Texas Coulee o Go-olt Wo PubFw yWake� m lhesu�fotetbyvtM1c Gtytot Gra a GREASE WTERCEPTOB Stmdad Spedfieetions far Public Works Coletr KWI, latest editim.. DIDalmrnl pNa to beyinnin9 eel -"teen. The 2. - The qty of c,' W ingactor owrtkne pili, adowa the y Conlracta Wdi be respmsDle fe, -I verilPng the YyP4 tliamela. locai'wn, depth, mtl grade o1 dl uU1jU a pia to Cmlroctor to work Wom 7'00 am t. o T' W Mmdoy beginning v`OnaWctim. T� - trough Soturdoy. My requut to wok ao a Saturday i be 5:00 72 prior to beginning MnsW<iien, tba CmtroOta Mdi mode prig to p.m. TNuLY oftemoon and xgi rxldre a minimcum -1h.margo. The Cmtracla romdiwtze limed£ xith Use pions, spe<i6cotians contract ' Wall pay oertime bargee f f30.b0 per hour to the City dotumenla. N< City of CrePavine Lode of Ordinmces and ,$......t. / I Of Crop- for - outside the normal rakwenk (&00 standard detaAz and di INer oppiicode nmde`da and epoei6co1'wn, rile elt to the ( F � „ I l ! t am to 5:00 0.m., Moot Nrbph Friday). No work h propel <omp,s0do of Ue project Failure to da m wAi M no way rdiew Ma III- m 5unaoys a City Widays wrtlmt written Cmtrocta of respon>Ibiity for PIO-q the rock m opaovol from the Pubic Warks Dkecta. accadmca with theee r1q.we oet, 3. The C. -I" WON be respons3la for PFovidtny the Cil, I& Cmatmclion m will be performed by the City of SANITARY SEWER AND WATER SYSTEM CONTINUATION TO BUILDING of Grapevine tl 2 -yew, 25% Molnimonce Bond fw di Gopesine, rapresentabws of Ne Oaner, Enymoar, and PROP05E0 6• F., IRE UNE pubic vUlld Inciudmg ata, sanimry seam, serer face malls and excaxalwn/NI knprovemmts r<Mewinq agencies and avtnordiex The Cmlractor w91 be raapmable le, pra�Miny sob occeee at di t.- fa 4, safety is /he respms:bil of the C . AII inspectim o1 the wok and oeoeduiing requXed invpectims INSTALL CITY APPROVED WATER METER VAULT FOR 1-TrAn. trmrho shalt be extawted and main a Oe in strict jo bl ado wllh ad ragli-trate of the OcdNpotionoi 14. TmfRc amtIfl devices wntorming to the Tex, Menud m Traffic Devices ae reported for wok m • DOMESTIC WATER METER �tcY�.L Sol-ty and old AdninlsUalim (OSHA) rth Price et'"t,r streets and y p. The Cmiroda Wdl obtain INSTALL 2• IRRIGATION WATER METER WITH CITY APPROVED old to o-te,mq and wnatructinq of Ne ranches, the l.b., Cmtrecta shill bepmt" Wie la aubmRtmq two (2) -goo. Gam the City Engineer prla io beginning any crostrucfwn. -bold DOUBLE CHECK VALVE GRAPHIC SCALE I- safety plana preDaed and ceded by a P,, oesimal Enymee, themed to iNe Stela of T...'Imde<apinq 15. The Cmtmcla Wag protect exlsUng b es, bushes, hetlges Plant,. lances IILW rs old NO ud_ 5. The Cmtraela WWI be reepm 11. fa <mtacing the Chy otherwise noted m Ne III s Any damoga WMI be repa,ed to 0 omditim egad a bath than prig to GREASE TRAPS TO COINCIDE 1NTTi JONTNG ( IN TEST ) 1 loan = sD n. t Gropeone at (St» 410-3010 to rogues, a tree 'Pr tion inspeclim prior to mwork comm y on cwg m t ell -tion oetoatia,. Na eRe, /6. ASI ehatdowns of pvdtc utiR!— Wal be coordinated in eC^wnae Of Wnat-tion, it shall be Ne -"let- 6. There Mad be o0 Mill in the I--PIOIo a dumping wiIbm the City o£ GroDexine ritlout m executed -FII rIop",ibilRX to preps" an •A<ttm Pkn' for el ptmnetl MI -1 na fe, approvd by the PIWT< -A Oepatmen[ Of Agreement• the CItY Ot GOPeNnt The '-Plan' MdI avulse the aflected utitities. dura of ahuttloxn, Der- and 7. The Contracts Wall be r<apms^Lte la provitlin9 arwim e9ulpment, oeo Ioymcy pim. and seWWce of rock to be 4d M accatlmce rill the pima and gppMdx F of the City of Gropevine Cade of G Mole . No addOmd ompmmtim wilt be allowed to cedar to upgrade oldNetted tl Performed. No ark wM be allowed anti Ute •Action Plop' hos been aPPmved W'ark Wall proceed m a 21hwr o I, ban�a durtn9 O Mutaown a oceidentd dH_U_ Of -1. the Eroabn G II RbA M ortler to meet the requ"xemmte of 91-liog authantie, old reg Wwy until dl ulliilias ma back in sd a to tie sdie"Ren of the City of gaPesfne, No addtiond bodes a Den -Al will be dlowetl la lobar, equpmenL mat Ids avperyialon a v .oI working cmdlims regvbed & The Cmtrocta Wad be ','onaDia for 1-Iog di Wmgaa to the Plans as k progru Tle project to repo, a minimise disruption to aNee'Ad uldttile all crili<d operalims am._ x41 intvrporale Hese eb.l-"Ilio the •As -Hadi• daxwgs Tie Cmtro<la Moll ivmiW dl a reIor rol T7 emslNcttoo. Th. -1-0, may p__ _ er from Ile 9. Who- o candid elute between toe plops spoeifiedVole City of publilled water rate,. AI conn lions to the City" d PPlicab,e standards the Contractor Mali did Na xork baeed mthe moat a .eiw IR -11 -Grapevine. ate, zl- must meet Ile appmwi of the City of The Coot,_ M01 poet a tlep_R to lee a City Gmatruct{m meter. TO .hones' t g old lo -we Mui, meet Ad Ade ed III tl dl reg 1 be Cty of gapevin< Nath Cen4d Texas ,sued of Go--.. Stmdad The Cm tracts Mall the Cit 1 pnm4a6n hours 1& lotto" before be M vc h Y o �Pastcl ginn 9 cot pill. o m-tim methada. 3rd. EdiVel. Cmtoei .11. Bergtldd of DLII) 0-3f43, t _ _ CITY APPROVED E. 8• CHECK DI.TOi . LOW PREVENTERS'' 7C. ULT I'. ,Ij` 1'R' IR LLkF{E' CASE NAME CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 44qC SHEET: Oe S APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES GO r'^T IEA ^ ?TRIM OF UNE A Cie. P fi' SS UN 1 %,'. ,"roe: Glue Gneiss CA ,R C.I. y� Location: Number. CU04-04 MI Gaylord Trsi) /! w p Lot I, Bled. 1, Oprylaud Addiade " GREASE WTERCEPTOB ` (BY OTHERS) GRAPEVINE T� LAKE ,EX. Fy ' AI ,$......t. / I R ( F � „ I l ! t y) .... _. SEE PLUMBING PLANS FOR SANITARY SEWER AND WATER SYSTEM CONTINUATION TO BUILDING PROP05E0 6• F., IRE UNE PROP OSEp 3' DOMESTIC WATER LINE INSTALL CITY APPROVED WATER METER VAULT FOR • DOMESTIC WATER METER �tcY�.L UNE INSTALL 2• IRRIGATION WATER METER WITH CITY APPROVED INE DOUBLE CHECK VALVE GRAPHIC SCALE LINE 7-1 CORNERS OF METERS AND GREASE TRAPS TO COINCIDE 1NTTi JONTNG ( IN TEST ) 1 loan = sD n. Rf".-CF!VFD 10 Ow" ARCHITECT HKS, WC. 1918 ABI `X fl AVENUE SMLIRS, T%752pi•1JS3 .ml-W.- NURT.Q_ SW WEST TTH ST UNIT 2A SUITE 390 FORT WORTH. TX T81024?J SWAOROIHa 2211 NORTH LAMAR,SUITE4W DALLAS, TXT3202-i1g0 BRCCXE URAL ENWNeeN 11. N. rTE DAVISDRAMSITE 414, N. CEMRAL EXPY, SURE it W INTERIO" LOONEY A ASSOCIATES 3131 MCNNNE'Y AVENUE SURE 310 OAILA.Tx]5204 LANGLANG MDUONDNO LIGHT W G DESIGN OIC. DALI Mi U. VQIAVENUE, SUITE l/b DAIIAS, TX TSAS owMER GAYLORD ENTERTAINMENT GROUP O SOUTH MAIN STREET, SURE BOD MEMPHIS.TN38T03 OWNERS CONSULTANT CULINARY KALEIOOSCOPE GRWP M11 COMMERCE DRNE. SURE400 IRVING, TX 115083 CU S"T C.I.T. CONSTRUCTION COMPANY, INC 31 W MC.NNON, TTN FLOOR DALLAS, TX 75201 CUENTa eonaW.l'ANr WJHW -1"', T1 G VALLEY RD., SUITE 113 DALIAs. Tx T5z4N CUBNT's CONSULTANT MILLS ELECTRICAL COMRACTOR$ 1400 E. WY. 26 TRENCGR $UI-.. I3 1UWN GR PEMNE, TX`NXA1 INTERIM REVIEW ONLY ANDEJFNP"T TE �DENGNEERth P E DN (all ND. SMOG P. C1.1w 44907 -IS'. HKS PROJECT NUMBER 8704 OATS 05 JAN 2004 .NEST Trite UTIunER PE AM Ht ITT L 500 W. 74t SL Ste. 300 FOFI Worth, T... 7M2 Phare (&17)305 3000 Fax (SO)315-1025 SNMTNO. CA m LEGEND EXISTING NEW --- BOUNDARY -- I. EASEMENT e. -610- MAJOR CONTOUR CONCRETE BATCH PLANTS AND ASSUMES THAT NO TMMCESS EXCAVATED ITE, L DULL BE PLACED OUTSIDE E LIMITS OF THE SIZE. -611 - MINOR CONTOUR - SANITARY SEWER -- - ..,am.a. SANITARY SEWER MANHOLE -T) MH PREVENTION MEASURES SHALL CONFORM TO THE Ott O GRAPEVINE STANDARDS OR TO APPLICABLE GUIDEUNES OF SILT FENCING MEASURE TO KEEP SOILS AND SEDIMENTS FROM ENTERING SILTATION 2. THE STORM SEWER SYSTEM AND ANY OFFSITE DRAINAGE CC RSES, ESPECIALLY GRAPEVINE LAKE. STABIUZED CONSTRUCTION ENTRANCE STORM WATER QUALITY BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES LATEST EDITION OR --- CURD AND GUTTER AMENDMENTS. ca STORM DRAIN CURB INLET o ADDITIONALLY CONSTRUCTION OF THESE IMPROVEMENTS IS STORM DRAIN RCP EXISTING AND/OR NEWW PAVEMENT. ANY TRACKING THAT OCCURS SHALL BE REMOVED IMMEDIATELY BY ME CONTRACTOR. _ T DRAINAGE POND / DITCH A WATER VALVE MANHOLE PRO,ECSECTION S PERMITTED UNDER THE OVERHEAD ELECTRIC POWER POLE REPAIRS OR MOOFlCATIONS TO INE EROSION CONTROL MEASURES MIM BE MADE BY THE CONTRACTOR IF THE CONTROL MEASURES PROVE INEFFECTIVE OR IF --- FE�1C'E FENCE ADDITIONAL CONTROL MEASURES ARE NECESSARY. -61F--- MAJOR CONTOUR -61 - MINOR CONTOUR CONTACT TCEO AT (512) 239-4671 (EXISTING CONTOURS il. ARE APPROXIMATE) 4. MAINTAINED EROSION CONTROL MEASURES SHALL DE INE M DRAINAGE FLOW ARROW 4` d' SPOT ELEVATIONS SOB4 6. TOP OF PAVEMENT ly WINRESPECT FI MEFEDERAL ENDANGERED SPECIES ACT. ME U'S. FISH HIGH POINT HP TSI LOW POINT LP HS OPERATIONS AND/OR FAILURE OF THE EROSION HANDICAPPED PARKIN A 5, RADIUS DIMENSION xR PARKS AND WILDLIFE DEPARTMENT AT (512) 912-7011. FIRE LANE FL SILTATION STRUCTURE - SILT FENCE --7 I EROSION CONTROL NOTES NOTE DESCRIPTION NOTE DESCRIPTION I. THIS EROSION CONTROL PLAN DOES NOT ADDRESS e. CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONCRETE BATCH PLANTS AND ASSUMES THAT NO TMMCESS EXCAVATED ITE, L DULL BE PLACED OUTSIDE E LIMITS OF THE SIZE. CONSTRUCTION ACRNttiS TO RE TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN 14 DAYS detolla, and all or Dr..- Coda of O,,FnPP nor, Ill. law. of Me Stole of Texas, OSHA 9. UNLESS OTHERWISE NOTED, ALL STORMWATER POLLUTION 2. CONTRACTOR SHALL CONSTRUCT INLET AND WLVERT PROTECTION AS APPLICABLE AND SHALL TAKE EVERY PREVENTION MEASURES SHALL CONFORM TO THE Ott O GRAPEVINE STANDARDS OR TO APPLICABLE GUIDEUNES OF MEASURE TO KEEP SOILS AND SEDIMENTS FROM ENTERING CENTRAL THE NORTH CENTRAL TEXAS COUNCIL D< GOVERNMENTS, 2. THE STORM SEWER SYSTEM AND ANY OFFSITE DRAINAGE CC RSES, ESPECIALLY GRAPEVINE LAKE. STORM WATER QUALITY BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES LATEST EDITION OR CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO AMENDMENTS. 3, PREVENT TRACKING MUD AND/OR SOLS ONTO T0. ADDITIONALLY CONSTRUCTION OF THESE IMPROVEMENTS IS EXISTING AND/OR NEWW PAVEMENT. ANY TRACKING THAT OCCURS SHALL BE REMOVED IMMEDIATELY BY ME CONTRACTOR. SUBJECT TO STORMWATERPOLLUTION CONTROS REQUIRED POLLUTION BY SECTION 402 OF ME FEDERAL CLEAN WATER ACT AND MOoIO OF ME STEXAS WATER CODE a minimum Contractor f $ chorge. MON pay ov¢rtime charges of {30.08 pN hear to Lha City PRO,ECSECTION S PERMITTED UNDER THE 4. REPAIRS OR MOOFlCATIONS TO INE EROSION CONTROL MEASURES MIM BE MADE BY THE CONTRACTOR IF THE CONTROL MEASURES PROVE INEFFECTIVE OR IF DISCHARGE EIJMINARON SYSTEM LIP DEST GENERAL PERMIT NO. TXR150000 FOR CONSTRUCTION AE NTIES. ADMINISTRATION IS BY THE RULES AND ORDERS OF THE ADDITIONAL CONTROL MEASURES ARE NECESSARY. TEXASCOMMISSION ON ENVIRONMENTAL DUALITY (TREO) 5. DAMAGE TO ADJACENT PROPERTY MO/ORLLE TO RECEIVING 13, CONTACT TCEO AT (512) 239-4671 WATERS CAUSED BY IMPROPERLY INSTALLED CN POORLY il. THE CONTRACTOR DTE THAT TCEQ DICES NOT 4. MAINTAINED EROSION CONTROL MEASURES SHALL DE INE M 1HALL INCLUDE SELF-CERRTEI(S) N FOR SPECIES. RESPONSIBILITY Of INE CONTRACTOR, T4. .HOWEVER THE PERMITEE(S) SiTIM HAVE RESPOlSIBW1Y AVE RESPONSIBILITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WINRESPECT FI MEFEDERAL ENDANGERED SPECIES ACT. ME U'S. FISH REMOVAL AND DISPOSAL OF ANY SILTATION CAUSED BY TSI AND WILDUFE SERVICE MAY BE CONTACTED AT HS OPERATIONS AND/OR FAILURE OF THE EROSION (817) 27]-1100. FOR TARRANT COUNTY THREATENED Oft ENDANGERED SPECIES CALL TEXAS 5, CONTROL MEASURES. PARKS AND WILDLIFE DEPARTMENT AT (512) 912-7011. 7, CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF 18. All otdor pirdblk Mali ali u Poordinated M .d-.- .1 orna cmatrion. It Mdi to me Cosh«tma 6. ACCUMULATED SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES A DEPTH OF SIX reap sibilily to Prepare. "ACNon Pion' for all planned (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE MUtdavm¢ for epProwl by Ne POM& Works Department of file Cily al Gn P 11. The 'Action Pion' Mdi -Hine me affected uWROu. durat'wn of ah.tdown, peraannd roil 7. MEASURES equipment. cantbgnncy plan, and "wool o1 work to be PROTECTORS I STABILIZED SILT FENCE CONSTRUCTION --__ ---.------___y ENTRANCE IIIiInIIIIIIinIItml SILT FENCE GENERAL NOTES DTE DESCRIPTION NOTE DESCRIPTION 1. Ali cork Mdi be performw in oar ,1nce with Me Plana, 11. The 1«oliona of uiatinq uUilies nirown m the Plans are -.koi opoti-1 s, the CIV o1 GropeYme standard rieNetmn Ma approximate and haw not been verified by - Gty of detolla, and all or Dr..- Coda of O,,FnPP nor, Ill. law. of Me Stole of Texas, OSHA WOPevine or its rcprexn[ativea Th¢ Conti«tor ¢M1oll request thI, I. o utditi« De approxknotdy lo, eh m ple LAKE Slmbods, and me North Texas C-14 of Government LM1e vert«e by the City of 4ITe Pablk Warks Standard Spetificot'wnn for PaDiic Works CmaWafion, later eylim. OCpatmmt prior to boill-9 coo -Boo. The Cmtr«ten Mdl be rM o llw. tar I d verifying the type, 2. The City of Wapevine inspector owHkn. pPicy PIA. the dbmekr,. -.tam, deem, and grade of All ulNiUea Prur to Cmtr«tor to rak ham 7:00 mn to 1.00 P.m., Nondoy an. pegio'ho -o-VOW. mrwgh Sok-14-1 Myr ..I to rack m o SalpNay 1'L. PHm to beginning conatroction, the Cort -tor obeli mart be mode prior to 5 D P.I. ThUr , aftemom and require tout The tamgimm himneN wits the plana. t�«if Arima contract a minimum Contractor f $ chorge. MON pay ov¢rtime charges of {30.08 pN hear to Lha City daument; m Cty of Groperna Cork, of Ordinmcea m0 stondad data's and dl other applicable nmdmds and of Gmp¢.ine for work outside the I -mel rwkwed (8:00 an to 5:00 P. m., Mondoy through Friday). No v k is Pec;-Ubb. rdevml to the props canPietion 1 Nle pro)a<L Failure to de so NI M no vpy rdkw me agor¢d m S,ndaya m City h -Ft, Nthwt written approval ham Me Pub FN Works Dir«tor. Lontr«tor of resp Mbry fm performing the work N cwrdmta with roma r¢qukemmta a The Cmhactor shall ba respon N. to, proiding Na Cly 13, Canat Bon Mapeclian will b¢ Pbformed by me Qty o/ 01 Gapovine a 2 -,em, 2. MI-= Hand /a all Public omitles Mcluyng water, smilory ¢ewM, sewer larx G Pp� e. rAprewn.U- e1 me Ovner, Enymaa, and evi g agmdes and athontoo, The Cmhacl« w'I be respmsAle 4. m oin0. and exeowtion/hll knprowmenta Trento A.1 1s Me -vor" Maly al Ne Gents«tor. Ali for pro-, .fie ac- of tll time. for Map«tion of me week tl aehedulM9 required Map«tiros. t- shall be u-Iod and maintained to nlrNI ataardmce wlu dl reakements of me Ocapatimd T4. Trolf <mtrot devices coniarmkr g to the Texas Manual m Unl/ttm Tmff Cmird O-ot, are "ol for work on Safely and H«ItM1 Administration (OSHA) Mondarda. Prior la exww1m9 and conriroctM9 of the tren.ee, me .heel. Prd higM1woya The Conh«tor Moli obloin opprowl Iran Ne City En9m- Prior to beginning any tmstrucRim. Canhacter enol) D¢ responsIDh for wbrIINIIq two (2) Irerich safety piano orepaed and sealed by a Profeuimd TSI The Cmtractor shah protect exi=9 Dees, bushes, hedyea Engineer Ncensed M tele State of Texas. Ianda-trit plants, = aprinkiera and turf Unleea olh-ort noted m Me pons. Any damage or. De 5, The Cantrxtor dial) be reap uo. for canloc,in9 the Cily o1 WopA.. of (817) 410 -MID to request o Tree repot. to a condition wove or uUN man prior to LvnsWclim activities. m Nspeclion prior to ory work cammencMq m the dta.t 18. All otdor pirdblk Mali ali u Poordinated M .d-.- .1 orna cmatrion. It Mdi to me Cosh«tma 6. Throe oholl be no filling in the floodplain a damping witbin reap sibilily to Prepare. "ACNon Pion' for all planned m¢ City of C+opevinc wRM1wt m ex«ulad 'F'1 Agrcemml" MUtdavm¢ for epProwl by Ne POM& Works Department of file Cily al Gn P 11. The 'Action Pion' Mdi -Hine me affected uWROu. durat'wn of ah.tdown, peraannd roil 7. me Contr«ten Mall be reaponsIDle for Wovi ling e+asim equipment. cantbgnncy plan, and "wool o1 work to be mUd M attrordonce win tM1s plans mtl Appendix F of me Cty of Gropevma Code of Odinmcea No additmol perlarmetl. No work .1 b¢ dioretl mm Ne 'Acton moo' hos been P Po.+.M. Work ahoil pr««d 24-M1wr a pmsoNm .1;DC glowed h - to Upgrade and mahtaM the Erosion Corbot plan M order to meet the doy bbos d . It;o Muldorm a occld«td dwupilm of r. dl oifeclN u.Ui ore bock M service to the r-Ir-tn of 9oveming authorities and reaiatory pays. «Utf«lien of the City of Cop¢vino No booir-d tanpenwtim .1 be dlowe0 for Idwr. egol-Art, B. The Contractor Mdi be rapm.OM for r«wtlMg di Chongx to the plans os rat progressu. The project -to"Ill eupervi.im or anuwol working -440m1 regU-red to -, I, m000lto dboo, oo to allotted utglNee and ti kat aperaYgns. Egineer wPl in<a --to 111eae dmgea Into the -As-8ugt- rawMgs T7, The LMVattor M011 furniM di water r eared Ior pnetruc,ian. The cmtr«tar may pardase voter tram to. 9. MIA a confiicl Am- bslreen th, plana, ap«iFicationa Clty at pubb- wale roles. All -.1g., to the City'n d .ppb No sIord.0 me Cmtroclp .1.11 bid Ne +cork basad a Ne most evpenatw alternatlw. oro .,t -must meet the opprovd of the Gty of Wopevinc. The CmN«tor Mdl poet o deposit to uas a my P. -t ion mete. 10. An Canatruttim Methods, testing and molol,oa Mdl meet or tt d dl reairemenU of the City of Grapevine Norah IS, The Cmtmctor shill the Cit f Gro 4B bars 41v4 y o perine atoboi Texas count' of Government. Standard construction m¢Nads, 3rd. Eytim. notice polar¢ beginning «d pbaa¢ of emrirvclion. Contac, Curtis Sergthdd ori (817)410-3143. SILT FENCE case NaMe: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION DHAIRMAN DATE: $ BNEET: s OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES £� / C.ac Name: Ohm Cac4ua Case Nambv: CD61.04 L -N- 1491 Gaybrd Tmil Lot 1, Work 1, OPrylsad Addition GRAPEVINE S^_ . LAKE v -- --------- SILT FENCE--\ GRAPHIC SCALE IN .EFT ) I inch = oro It. HU(TI-ZIRS HURFZolgrq It . Eng{ne¢rtg / Aych8eMlse 500 W, 7111 St St.. 300 Fort Wath, T.- 76102 Phare (81/)335-3000 Fez (817)335-1LT25 HKS J4RCNITECT HK9, iN. 1918AIIIIN YAVENUE DALUS,TX7920I'm crvLL ENCINEEO NUITTZOLIARS 900 AIESTTTH ST UNIT 23, SUITE 300 FORT WORTTL -III 2a7T3 LANARCHITEM SWA GGROUIPROW 221 LAtX TN ]5202-10M10%, IA frE400 DALtAdi, TX sT1pUC'TURAL MIMit= BROCKi DAMS DRAKE INC. 41" N. CENTRAL-, BU1TE 1100 OA"MA TX y62M I-looloRs LOONEY E ASS -TES 3131 MCKINNEY AVENUE, SURE 310 DALLAS, TX 75200 INTCMORS LNINTMO LANG UGHTING DESION INC. 4629 Ab-NNEY AVENUE, SURE its DURAS. TX 152M V1 W O WNPA GAYLORD ENTERTAINMENTGRIXIP it8 SOUTH MNN STREET, SUfTE600 MEMPHIS, TN 38103 OWNE" to" SUL1- CUUNARY K.U.EIGOSCCPE GR W P 9019 COMMERCE DRIVE, SUITS IRVING, TX 75080 CUENF CENTEI(CONST0.VCTIONCOMPANY, INC. 3100 MCKINNON, TM FLOOR Duos, TX ]szM CUENIS CONRULTANT WJHW -1 SPRING VALLEY RD.. SURE 113 DALLAS, TX ]5244 CUENIs CONEMLTANY MI116 ELECTRICAL CCNTRACITNYS 1400E HWY,. THI;NCOR BUILOID. I3T FLGOR GRAPEVINE, TX]6051 INTERIM REVIEW ONLY uuiEHOL"oC0°'FaR vrEIEMIT. l5 C-LER6A PE. EDWARD P. CROUSE 44907 REVISION HKS PROJECT NUMBER 8704 DATE 05 JAN 2004 SHEET TITLE EROSION CONTROL PLAN SHEET D. a �-- 6" UME STABILIZED SUDGRADE (7% BY WEIGHT, COMPACTED TO 95% SID PROCTOR DENSITY CONFORMING TO ASTM D698) CONSTRUCTION BUTT JOINT (BETWEEN of EXIST. AND PROP.PAVEMENT C40t SCALE: HIS JOINT DETAIL SEAL 05 FOR EXPANSION JOINT Ca01 SCALE: HIS ONE JOINT SEALANT DETAIL 2 PREMOLDEO EXPANSION T MATERIAL TACK COATfrl—ft Op Sj EWACK CONCRETE - 2' SAND CUSHION / STABIUZED SUBGRADE EXPANSION JOINT /101 BETWEEN CURB & WALK CaOt SCALE N.T.S CITY OF GRAPEVINE STANDARD 6' INTEGRAL CONCRETE CURB (TYP.)- STABIUZED SUBGRADE 5.5' TO 12' BEYOND P BACKK OF OF CURB (TYP.) 18" LONGITUDINAL CONSRUCTTON BUTT JOINT. SEE JOINT DETAIL 6 N0. 4X36- DOWEL BARS O 24 OC. —77 6' UME STABILIZED SUBGRADE (7% BY WEIGHT, COMPACTED TO 95% STD. PROCTOR DENSITY CONFORMING TO ASTM D698) TRANSVERSE OR LONGITUDINAL o2 CONSTRUCTION BUTT JOINT Ci01 SCALE: NTS MUCISHRT JOMT SENLAN JOINT DEPTH SAWED JOINT FACE PAVBTENT DONT DEPTH / TWCkXE56CELLa•Ell' T=5' A T m b' 1 1 Y 9POILYETH Atl(ER FOAM =Y J4 T -a" 2 SEAL FOR SAWED DUMMY as AND BUTT JOINT _ CIOt SCALE; NTS PROPERTY LINE 3 4' [SEE SILICONE MT �I� - .• �fi_,, T CURS RADIUS DOWEL SLEEVE OR 10 3 I6 < BOND %ii�iii. r` BMMERPOLYMTAPE FACE OF /� ASPHALT IMPREGNATED //./. /�/;'" #6 SMOOTH - FIBER BOARD EXPANSION JOINT ESI.D. SLEEVJ t 8 t 4 _ J DOWEL RLLER El EVA STABILIZATION TO BE PERFORMED IN TYPICAL CONCRETE PAVEMENT DOWEL SUPPORT BASK JOINT DETAIL SEAL 05 FOR EXPANSION JOINT Ca01 SCALE: HIS ONE JOINT SEALANT DETAIL 2 PREMOLDEO EXPANSION T MATERIAL TACK COATfrl—ft Op Sj EWACK CONCRETE - 2' SAND CUSHION / STABIUZED SUBGRADE EXPANSION JOINT /101 BETWEEN CURB & WALK CaOt SCALE N.T.S CITY OF GRAPEVINE STANDARD 6' INTEGRAL CONCRETE CURB (TYP.)- STABIUZED SUBGRADE 5.5' TO 12' BEYOND P BACKK OF OF CURB (TYP.) 18" LONGITUDINAL CONSRUCTTON BUTT JOINT. SEE JOINT DETAIL 6 N0. 4X36- DOWEL BARS O 24 OC. —77 6' UME STABILIZED SUBGRADE (7% BY WEIGHT, COMPACTED TO 95% STD. PROCTOR DENSITY CONFORMING TO ASTM D698) TRANSVERSE OR LONGITUDINAL o2 CONSTRUCTION BUTT JOINT Ci01 SCALE: NTS MUCISHRT JOMT SENLAN JOINT DEPTH SAWED JOINT FACE PAVBTENT DONT DEPTH / TWCkXE56CELLa•Ell' T=5' A T m b' 1 1 Y 9POILYETH Atl(ER FOAM =Y J4 T -a" 2 SEAL FOR SAWED DUMMY as AND BUTT JOINT _ CIOt SCALE; NTS PROPERTY LINE —111 1 0 28 GAYS BLOCK-OUT LIMIT IF NOT 6" MIN. REINf. (CLASS "A' CONCRETE) MONIUTHIC WJ PYMT. CONC. PAVEMENT PVMT. REINF LAPPED 30 CIA. OR (SEE GR2t 0) M5 BAR DOWEL 18' LONG, DOWEL 6 & EPDXY 0 EXISTING PAVING NlgVEEWAY DIMENSIONS AND LOCATIONS STREET (SEE GR2160) DRIIV SHALL COMPLY WITH SECTION 20-44 OF THE COM OF ORDINANCES. PLAN DRIVEWAY APPROACH — tt RADIUS RETURN TYPE _ 0401 SCALE: N.T.S. 6' 3600 psi CONCRETE WITH 5% AIR ENTRAINMENT NO. 3 BARS GRADE 60 (ASTM A-615) SPACED 0 24' O.C.EM.— SUBGRADE COMPACTED TO L (32 LB/S �. 95% PROCTOR DENSITY S. THICK CEMENT STABILIZED SUBGRADE Y STABILIZATION TO BE PERFORMED IN ACCOORDANCE WITH ITEM 4.7 HCTCOG FOR PW CONSTRUCTION 5 ROADWAY TYPICAL SECTION__ SCALE: NOT TO SCALE CITY OF GRAPEVINE STANDARD 6' INTEGRAL CONCRETE CURB (TYP,) STABIUZED SUBGRADE TO EXTEND 12' BEYOND BACK OF CURB (TYP.) TRANSVERSE EXPANSION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD EXPANSION JOINT FILLER. SEE JQNT DETAIL 5 —ANO. 6X24" SMOOTH DOWEL 0 2e C -C I ' DOWEL COATING 5/e t 6' ANCHOR RODS 2 y3 BARS [SEE 1 1/4- MIN. CLEARANCE �I� - .• �fi_,, BAR STS CURS RADIUS DOWEL SLEEVE OR 10 3 I6 < ' %ii�iii. DOWEL & BE SECURED FACE OF 6' THICK CEMENT —111 1 0 28 GAYS BLOCK-OUT LIMIT IF NOT 6" MIN. REINf. (CLASS "A' CONCRETE) MONIUTHIC WJ PYMT. CONC. PAVEMENT PVMT. REINF LAPPED 30 CIA. OR (SEE GR2t 0) M5 BAR DOWEL 18' LONG, DOWEL 6 & EPDXY 0 EXISTING PAVING NlgVEEWAY DIMENSIONS AND LOCATIONS STREET (SEE GR2160) DRIIV SHALL COMPLY WITH SECTION 20-44 OF THE COM OF ORDINANCES. PLAN DRIVEWAY APPROACH — tt RADIUS RETURN TYPE _ 0401 SCALE: N.T.S. 6' 3600 psi CONCRETE WITH 5% AIR ENTRAINMENT NO. 3 BARS GRADE 60 (ASTM A-615) SPACED 0 24' O.C.EM.— SUBGRADE COMPACTED TO L (32 LB/S �. 95% PROCTOR DENSITY S. THICK CEMENT STABILIZED SUBGRADE Y STABILIZATION TO BE PERFORMED IN ACCOORDANCE WITH ITEM 4.7 HCTCOG FOR PW CONSTRUCTION 5 ROADWAY TYPICAL SECTION__ SCALE: NOT TO SCALE CITY OF GRAPEVINE STANDARD 6' INTEGRAL CONCRETE CURB (TYP,) STABIUZED SUBGRADE TO EXTEND 12' BEYOND BACK OF CURB (TYP.) TRANSVERSE EXPANSION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD EXPANSION JOINT FILLER. SEE JQNT DETAIL 5 —ANO. 6X24" SMOOTH DOWEL 0 2e C -C I ' DOWEL COATING 5/e t 6' ANCHOR RODS 2 y3 BARS [SEE 1 1/4- MIN. CLEARANCE �I� - .• �fi_,, BAR STS a m DOWEL SLEEVE OR 10 3 I6 < CAP TO FIT /6 DOWEL & BE SECURED 'DOWEL SUPPORT 6' THICK CEMENT //./. /�/;'" STABWZED SVBGRAOE ESI.D. SLEEVJ t 8 t 4 _ J ACCORDANCE WITH El EVA STABILIZATION TO BE PERFORMED IN TYPICAL CONCRETE PAVEMENT ACCORDANCE WITH 03 TRANSVERSE EXPANSION JOINT P.MCONS RUCTIONF� CiOt SCALE: HIS CASE NAME: CASE NUMBER: LOCATION: SECRETARY I PLANNING AND ZONING COMMISSION CHAIRMAN DATE: Ao SHEET: N DF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 1DTRENCH GRATE SHALL BE HEAVY DUTY TGMB-6 WITH SINGLE SLOPE SHEET METAL FORM PAN OUTLET SHALL BE IN BOTTOM OF PAN. AS MANUFACTURED BY McKINLEY IRON WORKS INC. SW -792-2273 OR APPROVED EQUAL y3 TIES d - •- 12" OC W/4 6' DIA. SDR -35 PVC GRADE TO DRAIN TO I,/ STORM DRAIN SYSTEM CONCRETE TRENCH ORA FOUNDATIOt 957 COMPACTED SAWED DUMMY JOINT. JOIHT DETAIL E. 5/e t 6' ANCHOR RODS 2 y3 BARS [SEE _ VERTICAL SAW -CUT T/4 SHEET N0. 143 6" THICK CEMENT STABIUZED SUBGRADE 1 1/2 STABILIZATION //./. /�/;'" TO BE PERFORMED IN ESI.D. SLEEVJ t 8 t 4 _ J ACCORDANCE WITH El EVA ITEM 4.7 NCTCOG FOR TYPICAL CONCRETE PAVEMENT PW CONSTRUCTION 04 WITH SAWED DUMMY JOINT §3 BARS CONT. Cbt SCALE: NR 3/4' I.D. SLEEVES FOR 5/e t 6' ANCHOR RODS 2 y3 BARS HA-ZOAerd kta ErKdnB kV /Ar.I*--IU 500 W. 7N BL Ste 300 F.1 Wwtlt, T.XBB 76102 ,@38ARS d t4' O.C. PLAN SHEET N0. 1 1/2 ESI.D. SLEEVJ t 8 t 4 _ J El EVA 5/6' DIA. ANCHOR RDN,'jl__ . Ott §3 BARS CONT. �3/q' ANCHOR ROD END VIEW 73 WHEEL STOP DETAIL Ca01 SCALE: HIS DRAIN SEEOO 6' CURB RETAINING WALL eN � e 4 D 20 SEC11ONAL DETAIL—TRENCH DRAIN C40t SCALE N.T.S ID WA K NOTES:, t. IMM, POPE OF 51¢'EWALN MAXIMUM. PiN NOix SHALL M SPECIFIED BY INE DIY. J. CMMEIE FOR SiOfn 1 SHALL NAN A MINIMUM COMPRE5 STRENGTH OF ]DIM P31 O TB DAYS (CLASS 'a' NNO:EI£) ALL H(WEtY0u3 M BA OF CURB TO BE TROWEL RM BEFME PMAIC SIR—LUG MAY BE FMNM BY SHMwO SoMNIM TO -MAIC DINSSHOWN. 6. SIOEWALK ND_ RESIDENTIAL - V. CDAMEROAL - X MIN. FOR USE WHEN PAVEMENT SLOPE IS TOWARD CURB FOR USE WHEN PAkEMENT 1 I/2' BATTER (SLOPE IS AWAY FROM CURB -q, - GUTTER UNE /(TOE OF CUTTER /31 BARS, O#318ARS •.' 2 STANDARD BARRIER TYPE 09 CONCRETE CURB AND GUTTER C aGj SCALE: NTS I ^ jr HANDICAP SIGN NOE WHITE HANDICAP 14 PARKING DETAIL Cam SCALE: N,T.S. RED STRIPING. IF STRIPING HUTTS UP AGAINST CURB, PAINT CURB ALSO I) PAIHKING EVERY 15' ALTERNATE PHRASES, BOTH SIDES QE LANE WHITE LETTERING. 11. %2o1 FIRE LANE STRIPING C SCALE N.T.S. Case Name: Glass Cactus Case,ft. — CUIM-04 Lotafiou: IRI Gaylord Trail Lot T, Block T. Oprylaed AddiHo9 20 TRENCH DRAIN C401 SCALE: N.T.S HI<S ARCHITECT HK9, MC. 91B MNONNEY AVENUE DALLAS, 1X 15201-11$3 CNIt ENOtpEER num-zou+�Rs bCO LYESi TR16T VVIR 23. BGIR 300 FoarwomH. ncTet6x4m DALLAS. TX 7520R -10B0 .ROCK— ROCK MRAApIOIXEER 41"N, ENDAMSMNO=- 4164N.LENTRALEXPY,9Uf1E1100 DALLAS. TX T520f INTeILLDRa LOONEY EASSOCw 3131 MLKINNEY AVENUND E8URE310 DALu9. TX752M iLANG MONONG ,NC. j 4528 MrXUXI AVENUEVENUE, SUI!£100 DALLAS. TX 75205 OWNER GAYLORD ENFERTAINNENTGROIM 119 SOt/TH MNN STPEET, SUfrE 600 MEMPHIS, TN 36103 OWNER% DONiUtTAIrT CULINARY KALCE MINE, W",UP 6015 COMMERCE ORNE. SURE 400 _,WE CENTT-J. CONSTRUCTION COMPANY, INC 3100 MCIUNNON, 7TH BOOR DKLAB. TXT5201 CLJEt4T'8 CANSTriTANT WJMT 48018PRING VALLEY RD., SUITE 119 DALLAS.I%TRdd CLIENTS W,H`H&TN MILLS ELECTRICAL CONTRACTORS THEFR RENCOR-1 BUILDING, IST FLOOR GRAPEVINE,lXTB051 INTERNA RENEW ONLY T GEN OONNINCCMPUTf. � D iSMUCBOeIT. ICW�i,6 LNBNEEF Q P.E. Al ND. EDWARD P. CROUSE 44907 HKBPRUJECTNUMBER 3704 DATE 05 JAN 2004 SHEETT,TE CONSTRUCTION H IT ZO j AR DETAILS HA-ZOAerd kta ErKdnB kV /Ar.I*--IU 500 W. 7N BL Ste 300 F.1 Wwtlt, T.XBB 76102 Ft— (61/)335-3000 FAX (60)335-1025 SHEET N0. m MANHOLE COVER STEEL MANHOLE 10, TRANSITION (TYF.) I I BACK OF _ CURB CONSTRUCTION JOINT ON CONCRETE PAVEMENT W/ DOWELS 15 AT 2' C -C TYPICAL TP ELEVATION 1 \ STREET PAVEMENT' LIP OF GUTTER PLAN l 5. i/TOP OF CURB A NORMAL GUTTER LINE ' DEPRES`iED GUTTER LINE BOTTOM OF CURB A ELEVATION N.i.S 10' AND 20' of CURB INLET OPENINGS 0402 SCALE: NTS 1/4' STEEL SKID -RESISTANT FLOOR PLATE WELDED TO S LE ANG FRAME WITH (2) 3'x2-3/6' 1 BEAM SUPPORTS (300 PSF) PRIMED AND PAINTED MIN (1) COAT OF INDUSTRIAL BLACK ENAMEL PAINT LADDER R. 24X32' HINGED MANWAY CURL: A 2 - I6 BARSIN 2 ' RADIU 6' CURB - 4" DEPRESSED GUTTER LINE LIP OF GUTTER. �`R OR W 0 QUA CROWN O QUART POINT STREET PAVEMENT GUTTER, WALL, AND BOTTOM STEEL /4 BMS ON 1. CENTERZS BOTH WAYS. LATERAL PIPE-� TOP STEEL f4 BARS ON 6' CENTERS BOTH WAYS, EXCEPT 2-I6 BARS IN OUTSIDE EDGE & ADDITIONAL STANDARD I STEEL AROUND MANHOLE. FRAME AND SFcnON A -A N.TS. CURB INLET OPENING CROSS SECTION & CENTER BEAMSEC�ON & CENTER BEAM GENERAL NOTES: 1. IN GENERAL. REINFORCING STEEL SHALL BE #46' BARS ON 12' CENTERS BOTH WAYS FOR GUTTER, BOTTOM SLAB ENDS, FROM AND BACK WALLS, AND /4 BARS ON CENTERS BOTH WAYS FOR TOP SLAB. AN A`OmONAL I6 BAR SHALL BE PLACED IN THE FROM EDGE OF THE TDP SLAB IN THE INLETS AND ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN. 2. ALL REINFORCING STEEL SHALL BE GRADE DO 3. ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 4000 PSI O 28 OAYS. (CLASS A' CONCRETE) 4. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2' TO THE CENTERS OF THE BMS. S. 10'-0' OF EXISTING CURB AND GUTTER UPSTREAM AND W-0' OF EXISTING CURB AND GUTTER DOWNSTREAM SHALL BE REMCWD AND REPOURED INTEGRALLY WITH EACH INLET. S. ALL BACK FILLING SHALL BE PERFORMED BY MECHANICAL TAMPING TO 95% STANDARD PROCTOR DENSITY. 7, ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4'. CITY APPROVED DOUBLE DETECTOR r3'� CHECK VALVE AND VAULT SCALE: NOT TO SCALE CURB INLET CONCRETE BLOCK 3' MAX. CONCRETE BLOCK WIRE SCREEN CURB -® GRAVEL RESILTER INLET WIRE SCREEN"E GRAVEL FILTER CURB INLET 03 PROTECTION DETAIL C402 SCALE: NTS A-2n, IA3-d4 BARS (4' h5•MI25BARS At 6' C -C OR AS GA S (6' M.H.) AT��--LL-- EACX WAY HOOK EACH ENO OPENING AS SXOWN.1 1..2_ (SEE 60108) A----1 e A>tZ II II BACKFILL .i' MA NHME, MANE & COVER .TLS. AS SPECIFIEDRY CITY PRECAST CPNCRETE GRADE RINGS TO 70P SLAB NON SHRINK CROIT 12 xwow�soz'LaADrs ,.�, ,.` I Saga x Eaa.) Ile THICK CHECKER PUTS FRAME AND COVER. PRIMERED AND PAINTED. TOP VIEW 3" T =i JGRAPE CITY APPROVED DOUBLE DETECTOR r3'� CHECK VALVE AND VAULT SCALE: NOT TO SCALE CURB INLET CONCRETE BLOCK 3' MAX. CONCRETE BLOCK WIRE SCREEN CURB -® GRAVEL RESILTER INLET WIRE SCREEN"E GRAVEL FILTER CURB INLET 03 PROTECTION DETAIL C402 SCALE: NTS A-2n, IA3-d4 BARS (4' h5•MI25BARS At 6' C -C OR AS GA S (6' M.H.) AT��--LL-- EACX WAY HOOK EACH ENO OPENING AS SXOWN.1 1..2_ (SEE 60108) A----1 MAYOR SECRETARY SS & HAYM 300-24 PLAN BACKFILL .i' MA NHME, MANE & COVER .TLS. AS SPECIFIEDRY CITY PRECAST CPNCRETE GRADE RINGS TO 70P SLAB NON SHRINK CROIT 12 FINISHED CRADE 18' MAX USE PRECAST CONCRETE �+s 2A• SILT FENCE T =i JGRAPE IF -(F MAx. RINGS AS REO'0. TO RAISE TO ORADE DIA. SECnONNB-B A BARS AT rSAT pt BARS AT 12' e THE GTY OF GRAPENNE CONSTRUCTION MANUAL (SEE E.7.0 ALL FIRE HYDRANTS SHALL BE EQUIPPED WIN A BREAK AWAY V C -C EACH WAY HOOK VERTICAL BARS EACH EACH END HORIZONTAL EACH FACE_'" a 6' MIN. FACE 14 BARS AT 12" x -ATN STEEL 3. SECTION A -A N,T.S. r REBAR SPACERS 3 TYPICAL VALVE: ACTUAL VALVE LOCAPON WL DEPEND O1 I@5 BARS AT 6' C -C EACH WAY MAYOR SECRETARY HOOKED EACH END-- BACKFILL .i' DATE; Case N.mDer: Ns: : C UIM 4 -Q4 BARS AT 12" DC PLANNING AND ZONING COMMISSION ^_ I EACH WAY EACH FACE SILT FENCE 1� � IF -(F MAx. CHAIRMAN I I ( SECnONNB-B TRENCH SAFETY SYSTEMS TO BE OPUZED FOR THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE rSAT ,- p4 DOWELS AT 12'ALL THE GTY OF GRAPENNE CONSTRUCTION MANUAL (SEE E.7.0 ALL FIRE HYDRANTS SHALL BE EQUIPPED WIN A BREAK AWAY +.._ SaxD. FlxE GRADAtIw sHeEr _ oF� AROUND EXCEPTIN WAY OF PIPE/5 C -C 6' MIN. EACH WAY- - 3. SECTION A -A N,T.S. " U MAN CLE STEPS AT 12' C -C STAGGERED e 2 DIAGONAL 44 BARS .-._.. 12SED' OVER WIPE EACH FACE PLASS-CO m e, awE: 3/8' TO � ILLI F xOlES 2' x 9' NETWAY OR 1, SLOPE E ON OF NI"BLE-P-IL A6 BARS At 8' C -C INDICATE ON PLAN -PROFILE SHEET. /5 - BARS AT B' C -C N UEU OF KEYWAY EACH WAT I 2. LAYERS O REINFORCING STEEL NEAREST THE INTERIOR AND EXTERIOR SURFACE SHALL HAW A COVER OF 2" TO ME SECTION B -B CENTER OF BARS, UNLESS OTHERWISE N.i.S NOTED. CORNER DETAIL PLAN VIEW 02 8'x8' STORMWATER MANHOLE DETAIL C402 SCALE: NTS ceavaRFE9 i �- I HRCHITBCT K6. INC. 1918 MCNINNEY AVENUE OALV,6, 7%76201-1753 cmL CNOiMEq HUITTSOI.IAAB 500 WEST TN1 SF UNTF 21, GLttTE30D FORT WORTN.TXT6102AT13 LAHDDCAPE AOCHItEGT SWAGROUP .11 NORTH L A AAR. SURE WO DALLAS, TX )520 I- STDVCiVCULL dcfl E BROCKEiTE DAMS ORA1@ _ K N. CENTRAL EXP" w" 1100 DALLAS. 7%15204 INTE41OR0 LOONEY b ASSOCIATES MdCINNEY AVENUE SUITE DAU 310 DALLAS, lX i52D1 IHTDRIOp LNNTIND LANG LIDHTIN..-.a 4528 N BflVNEY AWNUE,SURE 106 DALLAS, T%75X3 PROVIDE APPROPRIATE TRAN'BETWEEN MAYOR SECRETARY CLEAN NAi W BACKFILL .i' DATE; Case N.mDer: Ns: : C UIM 4 PZ 0 ROCKS COMP ClEO TO 85x OF PLANNING AND ZONING COMMISSION STD P CCTIXt Y-0' MIN. SILT FENCE NOTES: IF -(F MAx. CHAIRMAN COMMON ACCESS SECnONNB-B TRENCH SAFETY SYSTEMS TO BE OPUZED FOR THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE 1. ALL FIRE HYDRANTS SHALL ODNFDRN TO THE LIST CONTAINED IN FL41W-` DATE: THE GTY OF GRAPENNE CONSTRUCTION MANUAL (SEE E.7.0 ALL FIRE HYDRANTS SHALL BE EQUIPPED WIN A BREAK AWAY +.._ SaxD. FlxE GRADAtIw sHeEr _ oF� FLANGE. FIRE HYDRANTS SHALL BE CITY APPROWD- aux 2. ALL JgNTS ?HALL BE MECHANICAL JOINTS 3. APPROVAL DOES NOT AUTHORIZE ANY WORK 6(MINI)`,-.- " IN CONFLICT WITH ANY CODES OR 3 TYPICAL VALVE: ACTUAL VALVE LOCAPON WL DEPEND O1 a ORDINANCES. -ABO4 OF WATER MAN. ' o E Al HtiMANT TRENCH (BACKFILLED & COMPACTED) 4. F.N. NO CLOSER IRAN i8' TO EXISTING OR PROPOSED 2 8e m DEPARTMENT OF DEVELOPMENT SERVICES SDEBu s (uw&) SFPERATION 8' MIN I FABRIC FOR FULL WIDTH OWHR GAYLORD ENIERTAINMEMGRWP 5. STANDARD BURY DEPTH 4' FEET. TO BACKING SUPPORT AND POSTS. CONSCOOS: iW LOM6ULTAMT 1, SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN ( o5 SILT FENCE DETAIL 6. SET FIRE HYDRANT ON THE LOT LINE EXTENDED WHEN IN MID-Blocx. aI o7WATER LINE EMBEDMENT 7. FS, SHALL BE LOCATED MINIMUM I FT, WTSIBE BE THE IIIGAVTLEDR� c EAx s 1 Exl 1RAw[D A%HT / (BEFORE vAL+t) AREA BETWEEN THE P.C'S OF THE CORNER TURNING RADH AT INTERSECBONi (SEE PLAN NEW) CIJDMT CENTEX CONSTRDOTIONCOMPANY, INC. A. STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND I 8. MAXIMUM SPALTNG SOB IN RE DENTAL MEAS 400' IN WON REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE I /- IN. APARTMENT COMPLEXES -'AD' IN COMMERCIAL OR MEAS. SEE CCNSTROCTED MANUAL, 5. K.TASILUED AREA MAY BE MDETTED OR LENGTHENED TO ACCOMODATE A TRUCK WASHING ( FIREWOUHYDRANTS SHALL NOT BE LOCATED M 510EWM1l%B 9. PIKE NYl.. AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA ff USED. F.H. F OR BARRIER FREE RAMPS. P.C. ST GUARD POST: SX INCH (6") STEEL PIPE W/ CONCRETE, "'" �-uJx FLANGE ELA6.YIEW SIX FEET (6') LONG {3' MOVE PANNC AND 3' BELOW �MSet ar` ADAxS TEE PAVING) TO BE ENCASED IN 16' DIAMETER PIER TO A DEPTH I' BELOW THE EATTOM OF THE PIPE. REINFORCE EPH.Ea2 UCE aTNCRF CAST lx P MJx YUVE WTH 2--12' N0. 6 REBAR THROUGH THE PIPE INTO ME CONCRETE PIER. PIPES TO BE PAINTED AL e' ;W@[Tf Awa 11. FIRE HYDRANT COLOR: ALUMINUM WITH RED CAPS AND BONNET. 9lxxwv A 26 DA f2. USE FIRE HYDRANT WITH 4' STEAMER. O6 FIRE HYDRANT INSTALLATION cat SCALE: NTS ceavaRFE9 i �- I HRCHITBCT K6. INC. 1918 MCNINNEY AVENUE OALV,6, 7%76201-1753 cmL CNOiMEq HUITTSOI.IAAB 500 WEST TN1 SF UNTF 21, GLttTE30D FORT WORTN.TXT6102AT13 LAHDDCAPE AOCHItEGT SWAGROUP .11 NORTH L A AAR. SURE WO DALLAS, TX )520 I- STDVCiVCULL dcfl E BROCKEiTE DAMS ORA1@ _ K N. CENTRAL EXP" w" 1100 DALLAS. 7%15204 INTE41OR0 LOONEY b ASSOCIATES MdCINNEY AVENUE SUITE DAU 310 DALLAS, lX i52D1 IHTDRIOp LNNTIND LANG LIDHTIN..-.a 4528 N BflVNEY AWNUE,SURE 106 DALLAS, T%75X3 PROVIDE APPROPRIATE TRAN'BETWEEN NOTE CLEAN NAi W BACKFILL .i' r FM Case N.mDer: Ns: : C UIM 4 PZ 0 ROCKS COMP ClEO TO 85x OF SILT FENCE FABRIC (MIN. HEIGHT 24' ABOVE WIRE MESH BhGKiNG EXIST. GROUND) SU-ORTt STD P CCTIXt DENSITY T MIN. SILT FENCE STEEL FENCE POSTS 8' SPACING (MAX.) R, -1 COMMON ACCESS SECnONNB-B TRENCH SAFETY SYSTEMS TO BE OPUZED FOR THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE H 1I 1 Zt N FL41W-` 2, IN ACCORDANCE WITH THE U.S. OCCUPATIONAL SAFETY +.._ SaxD. FlxE GRADAtIw T soOW.71hIM SID. 300 rD wDnnTeXee76wz aux SILTto SILT FENCE TOE -IN 3. z s OOnR 6(MINI)`,-.- ✓J 18' EXISTING CROUN uIN PUBLIC 7" bEL OD. = OUTHCE DIAMETER OF PIPE 3 ttI. xAOuf -DLL YnTH P.i < I2, TRENCH (BACKFILLED & COMPACTED) �CT-HL' 2 8e m ¶2EMDH YnDTf 6' UP SIDE I= 16' Fdt PSE S 2A• �CTRENC 111. 223) D.O. a 2. FCW PIPE > 2a• SILT FENCE SHOULD 8E SECURELY FASTENED SFPERATION 8' MIN I FABRIC FOR FULL WIDTH OWHR GAYLORD ENIERTAINMEMGRWP AND LENGTH OF EXIT GRADED TO PREVENT I RUN-OFF FROM LEANNG SITE I TO BACKING SUPPORT AND POSTS. CONSCOOS: iW LOM6ULTAMT 1, SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN ( o5 SILT FENCE DETAIL 50 FEET. I COMMERCE ORNE,WNE 400 o7WATER LINE EMBEDMENT C 2 SCALE: HIS 2. THICKNESS SHALL 8E NOT LESS THAN 8 INCIHES, I I,C402 SCALE. NIS ceavaRFE9 i �- I HRCHITBCT K6. INC. 1918 MCNINNEY AVENUE OALV,6, 7%76201-1753 cmL CNOiMEq HUITTSOI.IAAB 500 WEST TN1 SF UNTF 21, GLttTE30D FORT WORTN.TXT6102AT13 LAHDDCAPE AOCHItEGT SWAGROUP .11 NORTH L A AAR. SURE WO DALLAS, TX )520 I- STDVCiVCULL dcfl E BROCKEiTE DAMS ORA1@ _ K N. CENTRAL EXP" w" 1100 DALLAS. 7%15204 INTE41OR0 LOONEY b ASSOCIATES MdCINNEY AVENUE SUITE DAU 310 DALLAS, lX i52D1 IHTDRIOp LNNTIND LANG LIDHTIN..-.a 4528 N BflVNEY AWNUE,SURE 106 DALLAS, T%75X3 PROVIDE APPROPRIATE TRAN'BETWEEN NOTE 50', _MIN ' ` STABILIZED CONSTRUC- I TION ENTR ENTRANCE ANO r FM Case N.mDer: Ns: : C UIM 4 PUBLIC RIGHT-OF-WAY M� TRENCHES OVER 5 FEET IN DEPTH IN OTHER HARD AND STABLE OR SOFT AND UNSTABLE 500. SHALL BE SLOPED. SHORED, SHEETED. BRACED OR OTHERWISE SUPPORTED. EXISTING GROUND R, x f COMMON ACCESS SECnONNB-B TRENCH SAFETY SYSTEMS TO BE OPUZED FOR THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE H 1I 1 Zt N 2, IN ACCORDANCE WITH THE U.S. OCCUPATIONAL SAFETY 07 CONCRETE APRON SLOPING T soOW.71hIM SID. 300 rD wDnnTeXee76wz DEEP OR MORE, ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS, MUST BE PROVIDED AND LOCATED SO AS TO REWIRE NOT MORE THAN 25 FEET OF LATERAL TRAVEL 3. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A COARSE AGGREGATE PLAN VIEW I TRENCH SAFETY PLAN PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENONEER LICENSED IN THE EXISTING CROUN uIN PUBLIC 7" bEL _��7 R.O.W. �CT-HL' SFPERATION 8' MIN I FABRIC FOR FULL WIDTH OWHR GAYLORD ENIERTAINMEMGRWP AND LENGTH OF EXIT GRADED TO PREVENT I RUN-OFF FROM LEANNG SITE I 1195gRN MAin 6TREEr.9UTIE�0 MEMPTSS,YNSM03 CONSCOOS: iW LOM6ULTAMT 1, SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN ( CUUNM_m=1D03COPE GAWP 50 FEET. I COMMERCE ORNE,WNE 400 I IRVING, 73(75083 2. THICKNESS SHALL 8E NOT LESS THAN 8 INCIHES, I 3, MOTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL PUNTS OF INGRESS OR EGRESS. ! CIJDMT CENTEX CONSTRDOTIONCOMPANY, INC. A. STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND I 3IOUMCKINNON,77HRCOR WON REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE I DALLAS. T%TSmf SHOWN ON THE CONSTRUCTION DRAWNGS_ 5. K.TASILUED AREA MAY BE MDETTED OR LENGTHENED TO ACCOMODATE A TRUCK WASHING ( cu6HT- eoNxlxraxr WJIM1Y AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA ff USED. ABO' TIPRINOVALLEY RD..SUOE ITS DFllAS, TX 75244 STABILIZED CONSTRUCTION o ENTRANCE/EXIT cuEHra wlrouLTANr MILLS EC RIGA CON RACTORS nESDwA K p I e L6c C ` Y SECTION D -D c - c PHS ':A°is PLAN vP 1Y uAx Su HANo PuaD I y' ---T( uDOS# uN�O[oOxE aOEX RIP - vF�-' i2�.-i F-. FABDc sDi,w lxEa�� Y' • rOtwarn'rMFrvEM¢mu*cE M[cn •,E1/Y�-'R'-.) 5 P5 m nimu i[wfls wETMilcc�CLWi. TGE ALL,n wnYS SECTION A -A ,N Vs 9�iEVF >�Ejni W[nxnG peAM ffl' W nErowut .Don w�An 1400E.NWY.28 C�2 LL N� MENCOR BUILDING.ISTFLCOF GRAPEVISE,TXIDDS, TRENCH SAFETY NOTES NOTE DESCRIPTION 1. CONTRACTOR SHALL COMPLY WN THE LAWS OF THE Case N.mDer: Ns: : C UIM 4 STATE OF TEXAS AND THE U.S. OCCUPATIONAL SAFETY AND HEALTH AGNiNISTRATION REWLATIONS ALL "'^ Im arm TRENCHES OVER 5 FEET IN DEPTH IN OTHER HARD AND STABLE OR SOFT AND UNSTABLE 500. SHALL BE SLOPED. SHORED, SHEETED. BRACED OR OTHERWISE SUPPORTED. L0(1, Bteek 1, OPryTMnd Addi6oR hl FU THERMORE, ALL TRENCHES LESS THAN 5 FEET IN DEPTH SHALL ALSO BE EFFECTIVELY PROTECTED WHEN HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. SECnONNB-B TRENCH SAFETY SYSTEMS TO BE OPUZED FOR THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE H 1I 1 Zt N CONTRACTOR AND NOT THE GTY OF GRAPEVINE. 2, IN ACCORDANCE WITH THE U.S. OCCUPATIONAL SAFETY 07 CONCRETE APRON SLOPING AND HEALTH ADMINISTRATION REGULATIONS, -MEN EMPLOYEES ARE REWIRED TO BE IN TRENCHES 4 FEET soOW.71hIM SID. 300 rD wDnnTeXee76wz DEEP OR MORE, ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS, MUST BE PROVIDED AND LOCATED SO AS TO REWIRE NOT MORE THAN 25 FEET OF LATERAL TRAVEL 3. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A TRENCH SAFETY PLAN PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENONEER LICENSED IN THE STATE OF TEXAS. INTERIM REVIEW ONLY WING W1CdaiIStAaUPCTOu. Exa EFA A P.E. ARIAI N0. EOwMD P. TROTS£ 44907 REVISION K6PROJECT NUMBER 8704 DATE os JAN 2004 SHEET TITLE CONSTRUCTION DETAILS SHEET NO, , r Ix• -1 Mrws A Case N.mDer: Ns: : C UIM 4 TM\'?" E3 eAasUAe rC �} 5 "'^ Im arm P'. fzC { LocalbM: 7501 Gaylord Traii ir. ,ylo d SECTION C -C L0(1, Bteek 1, OPryTMnd Addi6oR hl Gil o2.u'l TO SECnONNB-B L GUKu,E snAM az SS'A', z 3j: aAMVEe Al cxl"ros`ETo EOtd6 H 1I 1 Zt N _LAI V H�-12��.,i4II �. I E•OgMleDrtp/L IAF.Moattre 07 CONCRETE APRON SLOPING HEADWALL soOW.71hIM SID. 300 rD wDnnTeXee76wz �CW2 SCALE:a Ph-(Sr/435-3000 Fax(BM335-1025 INTERIM REVIEW ONLY WING W1CdaiIStAaUPCTOu. Exa EFA A P.E. ARIAI N0. EOwMD P. TROTS£ 44907 REVISION K6PROJECT NUMBER 8704 DATE os JAN 2004 SHEET TITLE CONSTRUCTION DETAILS SHEET NO, GENERAL NOTES I. VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EASEMENTS, BUILDINGS, ROADWAY CURB AND GUTTERS, UTILITIES AND OTHER INLFORiATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS MORE SPECIFIC UTILITY INFORMATION IS INDICATED ON THE OTHER CONSULTANTS DRAWINGS, THE CIVIL DRAWINGS AND SITE RECORD DRAWINGS AVAILABLE FROM THE OWNER THE CONTRACTOR SHALL CONTACT THE OWNER AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE CIVIL ENGINEERS OR LANDSCAPE ARCHITECTS PLANS. 2, THE CONTRACTOR SHALL NOVPF LOCAL AUTHORITIES AND THE GENERAL CONTRACTOR FOR LOCATION OF EXISTING UNDERGROUND UTILITIES. EXCAVATE AS NECESSARY TO CONFIRM LOCATIONS PRIOR TO EXCAVATION, EXCAVATION IN THE VICINITY OF UTILITIES SHALL BE UNDERTAKEN WITH CARE, 3, THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE UTILITIES PRIOR TO BEGINNING EXCAVATION. ANY DAMAGE TO UTILITIES THAT ARE TO REMAIN CAUSED BY ANT` PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWBIER PLANTING NOTES: I. TREE LOCATIONS ARE DIAGRAMMATtC. CONTRACTOR SHALL STAKE OUT ALL INFORMAL TREE LOCATIONS IN FIELD USING COLORED FLAGS FOR EACH DIFFERENT TREE SPECIES FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATION L.A. RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 2. SHRUB, GROUNDCOVER 4 SEASONAL COLOR BED LAYOUTS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO EXCAVATION 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES PROR TO CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS, 5, ALL SHRUB, GROUNDCOVER, PERENNIAL 4 SEASONAL BEDS SHALL HAVE A ONE 4 HALF (1 112') INCH MULCH LAYER 6. REF. SHEET L5.01 FOR ALL PLANTING DETAILS. T TREES SHALL BE PLANTED AS LEAST FIVE (5') FEET FROM ANY UTILITY LINE, CURB, OR FIRE CONNECTION AND OUTSIDE ALL UTPLITY EASEMENTS. 8, A VISIBILITY TRIANGLE MUST BE PROVIDED AT ALL INTERSECTIONS. SHRUBS ARE NOT TO EXCEED 30 INCHES IN HEIGHT, AND TREES SHALL HAVE A MNIMUM CLEAR TRUNK HEIGHT OF NINE (97 FEET WITHIN THE VISIBILITY TRIANGLE. 9. TREES PLANTED ON A SLOPE SHALL HAVE THE EX75TINK.T SOIL LINE AT THE AVERAGE GRADE OF SLOPE, 10. ALL PLANT MATERIAL SHALL BE MAINTAINED iN A HEALTHY AND GROWING CONDITION, AND MUST BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED, Il. LANDSCAPE AND OPEN AREAS SHALL BE KEPT FREE OF TRASH, LITTER AND WEEDS AT ALL TIMES DURING CONSTRUCTION. 12, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADIN., REMOVAL OF IM;SCELLANEOUS DEBRIS AND ANT ADDITIONAL RLL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING IN ALL AREAS. 13. FINAL GRADINYa SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO PLANTING. 14. ALL QUANTITIES ON THIS PLAN ARE FOR NFORMATICN ONLY. (PLANT SPACING 15 AS INDICATED ON 'PLANT SCHEDULE' UNLESS OTHERWISE NOTED). IT 15 THE CONTRACTORS RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING ARE45 AS SPECIFIED IN THE PLANT SCHEDULE REMARKS. 15. PROVIDE STEEL HEADER AS INDICATED ON THESE DRAWINGS AT ALL GROUND. COVER OR SHRUB AREAS THAT ARE ADJACENT TO TURF, 16, CONTRACTOR SHALL- PROVIDE THE PROJECT AGRONOMIST SOIL SAMPLES. A MINti: IUM OF TWO SAMPLES FROM EACH DIFFERENT SOIL AREA AND FROM EACH IMPORT SOIL SOURCE 15 REQUIRED. VERIFY APPROPRIATE QUANTITY OF SAMPLES WITH THE LANDSCAPE ARCHITECT AND AGRONOMIST.: SAMPLES SHALL THEN BE TESTED AND ANALYZED FOR AGRICULTURALSUITABILITY AND FERTILITY BY AN ACCREDITED 501L TESTING LABORATORY. ANALYSIS SHALL INCLUDE REVIEW AND COORDINATION WITH SPECIFICATIONS AND RECOMMENDATIONS FOR SOIL PREPARATION AND BACK FILL MIX SUBMIT SOILS ANALYSE5 TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO SOI:: PREPARATION, THIS REQUIREMENT APPLIES TO ALL SOIL5 AND CONDITIONS WITHIN THIS PROJECT INCLUDING IMPORT SOILS AND ON GRADE SOILS. 11. PLANT MATERIAL SHALL BE MEASURED ACCORDING TO THE LATEST EDITION OF THE TEXAS ASSOCIATION OF NURSERY (TAN) STANDARDS, a) Zr AS SHOWN ON THE PLANTING SCHEDULE. REFERENCE SPEC;FICATION5 FOR ADDITIONAL REQUIREMENTS. NOTE: AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL LANDSCAPE AREAS, OVERSPRAY ONTO WALKS AND DRIVES 15 PROHIBITED. GiRA,jNG NOTES I, ANY EXISTING AND/OR ON-SITE CONDITIONS WHICH VARY FROM THOSE SHOWN ON DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 2. ALL GRADING SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPQT5 OR POCKETS, FLOW LINES SHALL BE ACCURATELY SET AND SHALL NOT BE LESS THAN 0S9 GRADIENT UNLESS OTHERWISE NOTED, CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS. 3.REFER TO 7HE GENERAL CONDITIONS AND THE TECHNICAL SPECIFICATIONS SECTIONS FOR THE PLACEMENT, COMPACTION, GRADING AND TESTING OF ALL FILL MATERIAL. 4. REFER TO CIVIL FOR MASS GRADING. 5. EXISTING UTILITY STRUCTURES ARE TO BE ADJUSTED TO PROPOSED FINISHED GRADE. 6. VERIFY EXISITNG SITE SOIL 15 A MINIMUM OF 5" DEEP MEETING REQUIREMENTS OF SPECIFICATIONS. OTHERWISE IMPORT 501L SIMILAR TO EXISITNG SITE 501L TYPE SUCH THAT TOPSOIL SHALL BE A MINIMUM OF 5 INCHES IN DEPTH. REFERENCE SPECIFICATIONS FOR 501L REQUIREMENT&. LAYOUT NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING TREES TO REMAIN. 2, ALL DIMENSIONS MUST BE VERIFIED ON-SITE AND THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORD 3. ALL DIMEN510N9 ARE TAKEN PERPENDICULAR TO WALL, CURB, P.O.B., OR CENTERLINE UNLESS OTHERWISE NOTED. DIMENSIONS AT CURB ARE FROM BACK OF CURB. 4. VERIFY LOCATIONS OF ALL SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CAN NOT BE FOLLOWED DUE TO SITE CONCdTION5 CONTACT LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK 5. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 6. PROVIDE EXPANSION JOINTS IN ALL CASES WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDING OR WHERE CONCRETE ABUTS UTILITY EQUIPMENT, LIGHTS, HYDRANTS, VAULTS, BOXES ETC. T. THE SITE BASE INFORMATION, ROADWAY LAYOUT 4 BLDG, LOCATIONS ARE FROM COMPUTER BASE DATA SUPPLIED FROM WKS ARCHITECTS. r,AT;=;PIA a AKIM PINIIcIU C,rL_R=nlll P, KEY DESCRY -TION I COLOR 11 ARKS CONCRETE FLATUJORK SIDEWALK PAVING NATURAL LIGHT BROOM 4" THICK, 30249 P61 R ORCEO C.1 CONCRETE, i/4" TOOLEDJOINTS. STONE f AVIN6; FLAGSTONE PAYING X X 11l " OKLAHOMA SANDSTONE PAVINS - S I RANVG FLAG DRAIN5 LAII,N DRAIN %ACK NTA BLACK NDS SLMIARE WITH ADAPTER 4 DJ BA6M FOR F'✓C, EMIR DRAIN 4 PIPE 512E PER GIVIL FOR PVC, PLANTER DRAIN BLACK WA BLACK NO6 ATRIUM GRATE WITH ADAPTER D2 I BASIN FOR PYC PIPE, BA61N, DR4M 4 PIPE 612E PER CIVIL. SITE FURNITURE BENCH _ BLACK F'OLLDERCOAT 6'9GARHOROU's14 BENCH BY F 1 .LANDSCAPE PCRMS ASH URN BLACK PE PETOSKY AS URN BY LANDSCAPE FORK$ F. F.2 PLANTER POTS POTS X CAST STONE TO BE SELECTED P. rIA LAND5C/4` E SHEET INDEX LO.01 MATERIALS SCHEDULE 4 NOTE5 L 1,01 LANDSCAPE GRADING 4 DRAINAGE - NOT PROV E)ED L2.01 LAYOUT 4 MATERIALS PLAN - NOT PROVIDED L3.01 HARD5CAPE DETAILS - NOT PROVIDED L3,02 HAR05CAFIE DETAILS - NOT PROVIDED L4,OI PLANTING PLAN 4 SCHEDULE L5.0"! PLANTING DETAILS L6,01 IRRIGATION PLAN - NOT PROVIDED L1.01 IRRIGATION DETAILS - NOT PROVIDED ARC rcEOT 990 NIPS 1 a McKTA I AVENUE DALLAS. T%.5201-1753 CIVIL ENGINEER HURTEST7THS 500 WEST ]TH ET UNIT 23, SUITE 300 LwxoacwrE weclGTecT aWAGROUP 2111 NORTH CAVIAR, SUITE 4W aTRU-ulm ENGINEER BROCKETTE DAMS DRAKE INC. 4144 N. CENTRAL E%PY, SUITE 1t W INTERIOR wRCNREOT LOONEY 8 ASSOCIATES 3131M NNE, AVENUE, SURE 310 LIGNTINO OEEIONER LANG LIGHTING DESIGN INC. 4510 MCKINNEY AVENUE. SUITE 1 W GALLAS, T% TOiC15 Coln OWNER GAYLORD ENTERTAINMENTGROUP a SOUTH Maw STREET, SUITE 6W MEMPHIS, TN 30103 DUL. Y-EIDOLTAMT CULINARY W4LEID FSO S GROUP I—.. MMEROE DRIVE, SUITE 44k1 1RVING. T%]5063 cl E CENTS%CONSTRUCTION COMPANY, _RD NOV ]TH FLOOR DALLAS, TX N.a'AT1 cueNra cONauLTwNT WJHW 4&1 SPRING VALLEY RD.. SUITE 113 oauAs. Tx ]6zaa BWENra cON6uLTl.1NT MILLS ELE_ID .CONTRACTORS TRENCONEBUILDING,IST FLOOR GRA^EV:INE. TXX7605 ]6051 'IN�TE R�IN REVIEW ONLY REVISION 1R B('REMATIG OES - R.IS PROIEGT NUMBER 8704 -E 12.15.03 a"EETTITLE MATERIALS SCHEDULE AND NOTES fPL^N71NG SCHEDULE: _ sm COMMONNAME GAL. i. SPREAD BALL REMARKx! fLANTINCx LECsENL?:., TREE. " —.. - 6HRJB6 r HERSALEGU6 —.— — .. — .. .. '— PROPERTY LINE BOTAN;CAL N i HES PAR GER GAN CEROIS GFWADEN918 S" B' -I0' 4'-b' b5 GA;_. FULL 4 MATCHED LM'T OF IUORK OKLAHOMA RED BUD 6TRAKiHT TRUNK Haa PAR HEBPERALOE PARVIFLORA/ W. 18•' 5 GAL, RLL, 30" O.L, TRIMY MYR GER MYRICA CERIFERA - B' -I0' b' b5 GAL. FULL 4 HATCHED RED TULCA SPACED ^., .^--_---------- ^jE STEEL EDGING WAX MYRTLE 3 TRt2•aG MCN. MI6 SIN 1I6OANTHU6.MENSI6+ 30" IB" 5 GAL. FULL, 36' OL. -1I � MIS 51N PRO GLA PRO- 15 GLaNDULOS.4J - 18' 30' BIB MATCHED SPEO':`1ENS 'MORNING LIGHT' MWANTHU$ 6PACED SETBACK LINE HONEY MESCUITE 2 OR 3 TRMKB HYR PJ5 MTRiLA PJ6?LLA/ 30" IF, $ GAL. FULL, 36" OC„ TRIANG. TREE PROTECTiTN DSP, WAX MYRTLE SPACED OLE fiHu O BHLPTA1�Du a• u'-15' B'-Im• B46 R R + Marcu£D MYR PUS FENCE RED RED OMC STRAIGHT TPoINC /�y\ OLE NR GUERODS VIRGNAIAT i" 14• W -I0' 010 FULL 4 MATCHED GRODNDOOVER LALLN —"-- """ { • I (QTY) TREE TYPE LIVE OAK STRAIGHT TRPIK ULM LRA ULMUS CRASSIFOLIAI a` Ia•-IG• B-Im• - FULL i MATCHED ERA CUR CEDAR ELM STRAIGHT TR N< ERA CUR ERAGROSTI6 -FO ULA T - - - HYP—*FED WEEPINGI LOSE GRA% j I MIMED TO BE SELECTED - - I GAL, FULL, PERENNIALS TRANG SPACED PERENNL=IL Cm er. Name: Glasa cac Lase tus MIX Numbd Localbo: 1501 G,yl, d Trail Lot 1, Lot /. Bloch. 1, Oprgland AddiNco ° �.j" 'v11 PLATr`�Ol-)° 30 03" E) �_'' / `-)', 0 l MIS SIN 3 MYR CER- 3 QUE SNU _-._. .,. QUE ✓ r--�ERA CUR .-^ . _ 3 QUE SNU R -�' HYDROSEED tYP{G.AL' - : .. ., • . <....., . -ERA CUR .'-I4YDROS� .- • - .. A _ _ TYP)CALEE �T rte• D � I 1 r �--I ULM GRA 5 CER GAN�1 ( I UL.M GRA I ULM GRA � r \ ,.. _ .' � 1 - •„ MIXED J 2 ULM GRA 2 ULM CRA 2 ULM CRALS L PERENNIA s 7 I r I LAN STAGE 1 _ I I g _ I PRO 61.41 vG - � DANCE I , _ FLOOR oh 6 MYR CER - n HES PAR n - ,vEAR - - _ TYP. /f �' - - S . HE8 PAR MIXED— J 100 PARKING SPACES gS / J .. T PERENNIALS >, U {ER 1 ` / { = , i I QUE STIR TYP. CRA 2 ULM GRA - osTese 2 ULM GRA -�./\\ -� \ 2 ULM AD 3 CER CAN I --3 QUE SHU / r- �--!--_l_:•..` ERA GUR I HYDROSEED TYPICAL I' I PRO GLA;, 1 woME r ,r • � -3 CER CAN �urauxE � E ,. .. • :, �2 QUE VIR !ULM GRA I ULM CRA I ULM CRA I i f ° I � I NY'DROS ED 4 ERA CU 1 IO .• { I i I j � ', it71. �i � � _ I '. I '• ,. , l TYFWCALI \ / 1 _1MAND;CkPE SETB,'�CK ��--�/�: ® - 0 'l _� - l SQA E 4S8, 47' SO" 26 I �LkN_�N� Noris: 4 TREE LGCAtIGN9 ARE DIAGRNHHdTII. CONTRACTOR SHALL STAKE 9 A-IOL:?RIdnGLE —111 PROVIDED 11 111 �aTERBELTIONS, 1. COdTRA R SHALL PRONDE THE PROJECT AGRDN 11 SOIL PIT ALL *&OR-tAL TREE LOCATIONS IN FIELD UBI DOLCFE D F! AG9 FOR EAG. DIFFERENT TREE SPECIES FOR RE YEW AND APPRO;TAL BY SHRUBS ARE NOT TO EXCEED .0 INCNES N HEIGHT. TREES S.ALL NAVE A T'kNIMiJM CLEAR TR- HE 85 HT OF NINE rB I FEET SAMPLES. A 1•s 1— OF 111X SAMPLES FR Y'1 EN' DIF£MENt SOIL AREA AND FROM EACH IMPORT 8011 SDURCE I6 REOL ED. THE LANDSCAPE ARCH:TEGT PRIOR 10 E111-11— LA RESERVES THE RIC !T TO A—' PLANTS TO El— LOCA— W FIELD. i0. TREcb FYANTED ON A SLOPE SHALL HAVE THE BOIL —1 11 vERiFY APPROPRIATE 00ANTITY OF 1-11 WITH THE LANDSCdPE ARCHITECT AND AGFY.NOMIBt, SAMPLE6 SHALL THEN BE TESTED 2. SHRJB, GROIMDCOVER 4 SEASONAL COLOR BED La',YOIT6 SHALL BE TME AVERAGE GRADE OF SLOPE AND ANALYZED FOR AGRIOUL'NRAL —ABILITY AND FERT LITY BY STALKED FOR ARIL BY LANDSCAPE AROH;iEIT PRIOR TO IL ALL PLANT MATERAL SHALL BE MAINTAINED N A HEALTHY ALD AN ACCREDITED -:, TE61IN.'i LABORATORY, AINALYSS 6NALL AND EXCAVATIO- GRONK3 CCNDR lilt AND MUST BE REPLACED BETH RANT INCLUDE RENEW AND OOORDNATDN .1. 6PECIFICATI RECd'R1E1.624t FOR SOIL PREPARAITON AND BACK FILL M;x iMATE 3. GGNTR4GTOR 18 �SPON6IBLE FOR VERIFY4�+ LOCAi1pJ9 OF IH+DEFL.RO➢ND UTILITIES PRIOR TO CONSTRUCT QV RIAL OF SIMILARARIETY AND S:T.,.E A D.G tAGED, G£SiROYEDOR MOVED , RL—T BOILS AKALYSEB TO LANDSCAPE ARG.ITECT FOR APPROVAL PRIOR TO $C'k PREPARATION. THIS REQUIREMENT 4 T ES THE RE6PON9NUTT OF THE CCNTRALTOR TO ADVISE THE D. L NDGOAFE AND OPEN AREAE SHALL BE KEPT FREE OF TRASH, gFp4IF$ t0 ALL SOIL$ AND COfiDIT10N$ WITHIN THIS PROJECT LANDSCAPE ARCH.TECT OF ANY CONDITION Fp MD ON 1. .'IS LITTER AND LL ED$ AT ALL TIMES DURIN'v LONSTRllCTION, INCLUDC�G t`NFbRT SOIL. AND ON GRADE SOILS. LLNI- PROHIBITS YBTALLATIDN AS SH00N ON THERE DRAOn . B A LOOAPE CONTRACTOR 5HALL BE RESPONSIBLE FOR FM I& AN lwiCMdTIL IRRVATIGN SYSTEM SHALL BE PROr".DED TO L.ND BL— AREAS. OVERERRAY ON .TREETS AVD S. ALL SHgJ6, GFONDCOVER PERENNIAL 1 SEASONAL BEDS SHALL HAVE A ONE AND ONE HALF 11 'lt"I NOH MULCH LAYER GRADav'G, REfTOVAL 6 MISCELLdNECUG DEBRIS AND ANY LATEALL WALKS I6 PROHIBITED. b. REF, SHEET L-2 FOR ALL PL- DETAILS, AODTIdNAL FILL REOJIRED TO CREATE A SIiLi TH CGNJDITiON PRIOR TO —Ti- IN ALL AREAS. _ 13 PLANT nATERIAL .HALL BE MEASURED AND SUED ACLORDIND TO THE LATEST EDITION 6 THE TE:s'AB ASSOCIATION OF NURSERY 1, TREE$ 5— BE PLANTED AB LEAST FIVE -, FEET FROM ANY 14 FNAL GRA — .HALL BE APPROVED BY THE LANDBORFE 1-1 STANDARD. UTILITY LINE, OURS, AALK OR FIRE CR•HNEO— AND IXR.IOE ALL I! UTILITY' EASEMENTS. A-141tECT IN THE FIELD PRIOR TO PLAAT IS ALL CUANT TIES ON THI. PLAN ARE FOR INFORMATION ONLY, TRANT 2 TO—L. :+HALL BE A MIN MUM OF B INCHES N DEPTH SOIL SHALL BE FREE OF $TONE$, —IS AND CLODS AND ANT OTHER FOREIGN B, TREES OVERHe4V 1- WALKS AND PARICNE, SHALL HAVE A n, N,WIA"I 5'�ACO.Ya I6 A9 iNDkCATED CN 'RANT fCHEDULE' teLLE58 OTHERll16E ^ IATER Ar- THAT 16 4DT BEN:AILIAL FOR RANT GROOJTH REF, SPECS. CLEAR TRIAK HEIGHT CF SEVEN T19 FEET, TREES OVERHANGING U PUBLIC STREET PAVEMENT DRIVE AISLES AND FIRE LANE. SPALL NOTED! RIS THE OONTRACTOR4 RESPONSIBILITY TO PRO'ADE )FILL COVERAGE IN ALL —INS AREAS AS SPECIFIED N THE PLANT DRIVES AND SERVICE AREAS. HAVE A MM!."iLLM CLEAR TRUN'f HEIGHT OF FOJRTELN eW FEET SCHEDULE REMARCS £ S Ib. PROVIDE STEEL HEADER AG INDICATED ON THESE DR4WNGS AT ALL GROUND COVER OR6HRJ8AREASTHATARE T L4NDSF ` 5HEE X: CA! L' ADJACENT TO TURF. l•" ___.. ,NDEC � TOTAL OPEN SPACE AREA - 45,745 SF L -I PLA TING PLAN, SCHEDJLE AIND NOTES _ L-2 PLANTIN13 DETAILS S� I i -- ) H zt"% I X%.Op ARCHREGT .K., IND 918 MOM1(INNET t+yNUE DALLAS TX 75201-1753 HUITT-<OLL RS SW WEYt 7TH ST UNIT .,SUITE 3 FORT WORTH, TX 561074➢ 13 LANSSDARE ARCHREGT GROUP 2211 NORTH LAMAR, SUITE 400 STRUCTURAL -o.... BROCHETTE DA- DRAKE INC. 144 N. CENTRAL EXPV Ss) TE 110 Dn:_Lns,Tx iszw INTEftioft ARCHREGT 3131 MCHINNEY AVENUE. SURE 310 DTdtA6, TX 7.. LIGHTING LANG LIGHTINGING DESIGN INC. 4A"Y8 MCA N EY h"+ENUE, SUITE 108 U.ALLAS,1 rt i321? TVT�1 Vl oWNE GAYILORDENTERTAINMENTGREJP l 9 HTNA N$TRE.ET SUITE CG,7 AtEMPNfPMIST -03 OWNERS .NSULTANT DLN —.1—F GROUP SM6 C-MENO5 DRIVE , SURE 400 IRVINE. TX, 8183 CENTER CEN CONSTRUCTION COMPANY, AOINT'. 3+"Al MSH ON. 7TH FLOOR oTLus. rx zw cIAENTS OH U ANT WJ W 0015PR' Fy RD. 'SUITE 113 DA LAS TX cL1ENT8 coMSUETANt SE EC 0.0 OTRN.:TORS 14. E. HAY. 26 ENCO UIL N ISTROOR ORPPEVSNE -76051 INTERIM RVE1111 ONLY¶ ' RE F 6= O 7 SA 5 E TIC DE. ICN 04 CUP SUBMINTAL 8704.�.....,,..,�,. LnTE 0 OF SHEETTRLE PLANTING PLAN SCHEDULE AND NOTES SHtET M1i L-1 SITE CALCULATIONS 96 SPACES 2 HANDICAP ACCESSIBLE SPACES i TOTAL SITE AREA- 111,475 SF (2.56 ACRES) 2 VAN ACCESSIBLE SPACE TOTAL BUILDING AREA - 18,266 SF TOTAL 100 SPACES � T` (16.4% OF SITE) PROVIDE 1 TREE PER 400SF OF - - IMPERVIOUS AREA - 65,730 SF REQUIRED INTERIOR PARKING ` (59% OF SITE) INCLUDES: BUILDING, PARKING, LANDSCAPE AREA DRIVES AND SERVICE AREAS. TREES REQUIRED = 12 TREES PROVIDED = 12 RECEIVED TOTAL OPEN SPACE AREA - 45,745 SF _ (41% OF SITE). INCLUDES: DINING DECK,PROVIDE 1 TREE PER 50LF OF PARKING -- ) JA PEDESTRIAN WALKS AND LANDSCAPE AREAS. PERIMETER. CENT,EXOPRYLAND ' TREES REQUIRED = 19 TREES PROVIDED =20 PARKING AREA r 46,218 SF PROVIDE 1 TREE PER 3000SF OF INTERIOR LANDSCAPE REQUIRED 10% = NON -VEHICULAR OPEN -SPACE 4,622 SF TREES REQUIRED = 15 .:' _ .. -A PROVIDED = 5,364 SF TREES PROVIDED = 36 LOCATION MAP o S 16 32 PLAN :ALE:'i16'=1 IT NORTH H zt"% I X%.Op ARCHREGT .K., IND 918 MOM1(INNET t+yNUE DALLAS TX 75201-1753 HUITT-<OLL RS SW WEYt 7TH ST UNIT .,SUITE 3 FORT WORTH, TX 561074➢ 13 LANSSDARE ARCHREGT GROUP 2211 NORTH LAMAR, SUITE 400 STRUCTURAL -o.... BROCHETTE DA- DRAKE INC. 144 N. CENTRAL EXPV Ss) TE 110 Dn:_Lns,Tx iszw INTEftioft ARCHREGT 3131 MCHINNEY AVENUE. SURE 310 DTdtA6, TX 7.. LIGHTING LANG LIGHTINGING DESIGN INC. 4A"Y8 MCA N EY h"+ENUE, SUITE 108 U.ALLAS,1 rt i321? TVT�1 Vl oWNE GAYILORDENTERTAINMENTGREJP l 9 HTNA N$TRE.ET SUITE CG,7 AtEMPNfPMIST -03 OWNERS .NSULTANT DLN —.1—F GROUP SM6 C-MENO5 DRIVE , SURE 400 IRVINE. TX, 8183 CENTER CEN CONSTRUCTION COMPANY, AOINT'. 3+"Al MSH ON. 7TH FLOOR oTLus. rx zw cIAENTS OH U ANT WJ W 0015PR' Fy RD. 'SUITE 113 DA LAS TX cL1ENT8 coMSUETANt SE EC 0.0 OTRN.:TORS 14. E. HAY. 26 ENCO UIL N ISTROOR ORPPEVSNE -76051 INTERIM RVE1111 ONLY¶ ' RE F 6= O 7 SA 5 E TIC DE. ICN 04 CUP SUBMINTAL 8704.�.....,,..,�,. LnTE 0 OF SHEETTRLE PLANTING PLAN SCHEDULE AND NOTES SHtET M1i L-1 CASE NAMI CASE NUMI LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: APPROVAL DOES NOT AUTHORANY WORK IN CONFLICT W ITN ANY CODEIZES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES PLNTG. OR LA NA, CURB a CONIC, DR( VE REF. PLANS i GUTTER j REF. PLANS FOR 7 PLANTING CURB 7. E 6 SHRUBPLANTING AS NOTED SHRUB - REF. PLAN FOR TYPE e SPACING FINISH GRADE 3" MULCH LAYER FERTILIZER TABLETS PLANTING MEDIA SCARIFY SUBGRADE 3" EXISTING SUBGRADE LOCATION (TYP.I b" s GROUNDCOVER 15" 'E SHRUBS NOTE: \ SPACING DIAGRAM REFERS TO ALL PLANTING UNLESS PAYING EDGE/EIUILD:'NG/ NOTED OTHERWISE. CURB:STEEL EDGING 5 TRIANGULAR SPACING - PLAN n. PLANTI116 MEDIA 4• MAY., COMPACTED PLANTING ..I...•,,i.•, i MEDIA 4 TREE STAKING ON SLOPE - SECTION Cone Name: Glens Cactus Cone Number.CU" LocofioR: 1501 Grytotd TYOR Lot 1, Block 1, Oltryloud A"Id" 3 STEEL DGING SECTION LAUN AREA 3/ib" X 4" STEEL EDGING WITH I6" GROUND STAKE FINISH GRADE EXISTING SOIL a� — ---GUY CORS OVER CABLES VE � GUY GG"."ERS OVER GABLES (2 SEPARATE COLLARS) 1---^ METAL STAKES (2 TOTAL) CABLES —.GUYING CABLES —INSPECTION TUBE - 4" DIA. REF, SPECS. -- METAL STAKES (2 TOTAL) EXCAVATE TREE PIT 12" AROUND EDGE OF TREE - REF. PLANTING PLAN ROOT BALL (TYPJ DIAMETER LCH RING A LA AT TREES IN LALLN AREAS PLANTING MATERIAL REF PLANS TREE WATERING DAM _FINISHED GRADE OF SLOPED LAiLN " ' • I —5LOPE BE"' OND '.'.:'I', q ,;: F,';:•' SCARIFY THE EDGE OF THE TREE PLANTING PIT (TTP.) ROOT BALL ;,• --=--.,^--- ---INSPECTION TUBE - 4" DIA, CUT I" ABOVE FINISH GRADE t i 4 s `�= 4 CAP. REF, SPECS_ n. PLANTI116 MEDIA 4• MAY., COMPACTED PLANTING ..I...•,,i.•, i MEDIA 4 TREE STAKING ON SLOPE - SECTION Cone Name: Glens Cactus Cone Number.CU" LocofioR: 1501 Grytotd TYOR Lot 1, Block 1, Oltryloud A"Id" 3 STEEL DGING SECTION LAUN AREA 3/ib" X 4" STEEL EDGING WITH I6" GROUND STAKE FINISH GRADE EXISTING SOIL a� REF. PLANT.1- PLAN � GUY GG"."ERS OVER GABLES ---ROOT BALL 1---^ METAL STAKES (2 TOTAL) CABLES —INSPECTION TUBE - 4" DIA. REF, SPECS. (2)EE STAKING - PLAN JY COVERS OVER 4BLES (2 :PARATE COLLARS) DYING CABLES ETAL STAKES (2 TOTAL) EEE - REF. PLANTING -AN ANT.'NG MATERIAL REF. PLANS DIAMETER MULCH Rile. IN LAU,N AREAS I" THICK MULCH LAYER) N16W GRADE '-ARIFY THE EDGE OF THE ?EE PLANTING PIT : TYP.) OOT BALL JSPECTION TUBE - 4' DIA. UT I" ABOVE FIM:SH GRADE CAP. REF. SPECS, 'LANTING MEDIA " MAX. COMPACTED 'LANTING MEDIA RECEIVED P JA, 0 TREE STAKING LAWN -SECTION CENTEROPRYLAND 1 NTS I= ARCHITECT MHS, INC. t016 MG INNEY AVENUE DAL1S.TX75201-11'53 500 WEST TTH ST UNIT 23, SUITE 30;+ FORT VW RTH. TX 76R Z,4 7S ULN0.4CARE ARCHITECT SWAGROUP INTERIORARCNITECT LOONEY & AVENUE, 3131 MCKINVEY NEY AVENUE, SURE 310 DALLAS. TX 75204 LIOHTINO..I..ER —11 NINCDESIGN INC. 45W WKINNEY AVENUE, SUITE ISE DALLAS. TA 75205 �w OWNER GAYLORD ENTERTAI C., SURE UP E' 919 SGy1TH MAIN SiREET,SUITE fiGFI MEMPHLS, TN 3610'3 OWCONSULTANT CULINARY HALEI R11,,EGROUP eats .,1175— . 17 RCE GRINS, SUITE 4(w TRYING, TX 73063 .L T CENTER CONSTRUCTION MMPANY. INC 31wm EN. 7THR09R DALLAS. TX 75 CLIENTS CONSULTANT w w 4&1 N . NAiLEY RD., SUITE tt3 cauAS, tG. TTx 1_- W.— CONeULTANT ILLS ELECTRICAL CONTRACTORS 146`EE-HNh'.2b TRENCOR BUILDING, 9ST FLOOR GRAPEVINE, TX i6RS1 �Ew nL 8704 DATE 01.05.04 HEFT?RLE PLANTING DETAILS aaee s� Cese Name: Clanc Case Number. OC ' - LaeAl40P. 1101 Gaylord 110 1bek ,B I, Oprylaad Addition 21 1 - i Luminaire Schedule JD SITE LIGHTING Label _ MX5 Numeric OPRYLAND SITE AT GRADE HLA#24-0001A2 _ Arran, _ geSINGLE I SINGLE Max Min 4.7 0.5 Lumens LLF Description 23000 0.750. _I KIM LIGHTING MATRIUX 25OMH TYPE V 23000 0.750 KIM LIGHTING X 25 MATRIU0MH TYPCfjj Max/Min 9.40 -r 1J1T 1..., MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: '� OFVSZ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES RECEIVED �.'.�° CENTEYJOPRYIAND'. t n r r O)q `` l �\} y'� j� i ypR } It I ."V 1 h LOCATION MAP 0 8 16 32 J.. A t { 1 PLAN NORTH . 1 f4 N -. 1 N1 w m N y W I Of 4xK 1 4 � �° jq —o o 0 Ca n W Oo V N ° A \C> m T , h , y x a p� i JD SITE LIGHTING Label _ MX5 Numeric OPRYLAND SITE AT GRADE HLA#24-0001A2 _ Arran, _ geSINGLE I SINGLE Max Min 4.7 0.5 Lumens LLF Description 23000 0.750. _I KIM LIGHTING MATRIUX 25OMH TYPE V 23000 0.750 KIM LIGHTING X 25 MATRIU0MH TYPCfjj Max/Min 9.40 -r 1J1T 1..., MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: '� OFVSZ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES RECEIVED CENTEYJOPRYIAND'. ."V h LOCATION MAP 0 8 16 32 SCALE: 1/16•=1'0 PLAN NORTH I= ARCNITEGT 1919 INC. f0EY AVENUE —LAS, As, TX rx ]s201nTs= CIVIL ENGINEER HURT-20LLAR5 FORT WO O4 Te 76IM4 SURE 3Ql FORT WORTH, TX ]6102-IIT3 LANDSCAPE ARCHITECT SWAGROUP -I'- R.LAMAN, SURE 400 —S. TX ]6202.1080 srauCTOaIa. ENGINEER BROCHETTE CAMS — INC. 4144 N. CENTRAL EXPY, SUITE 1100 DALLAS. TX' o4 INTERIORARC.— LOONEYBRSSOCWTE6 5131 McKiNNEY AVENUE SURE 310 pALLA6, TX ]5204 LIGHTING DESIGNER I 0 MoKING DESIGN INC. 46}e NNNNEY AVENUE, SUITE 106 COLLAS, TX ]5205 a OWNER GAYLORDEMERST.EFT CROUP S—S M.MR.ITi MA N' STREET, SURE O"+D MEMPHIS TN 3810% OWT CULINARYKNLEIDWCPEGROUP 601 COMMERCE DRIE, SURE 400 IRVING, T%]5G6J CLIENT CENTEN CONSTRUCTION COMPANY, INC. S—CAONNON, ] I..R DALU�S. TX -01 CLIENT% CONSULTANT HW 9801AS.I VALLEY RD_, SUR911J —AS. i%]:b24a CLIENT'%CONSULTANT MIL LSELECTRICALOONTRA 1U 1400 E. HNY. So TRENCOR BUILDING, IST FLOOR GRAPEVINE, TX -1 N V SION 12 503 E ATCOPF— " .-CUR SUWTia, HKS PROJECT NUMBER 8704 01.05.04 SHEETTIRE LIGHTING AND PHOTOMETRICS PLAN m BUILDING AREA LEVEL ONE (ENCLOSED) - 17,717 sf EXTERIOR DECK - 7,907 sf LEVEL TWO (ENCLOSED) - 8,414 sf EXTERIOR DECK - 3,565 sf I TOTAL (ENCLOSED) - 26,131 sf TOTAL EXTERIOR DECK- 11,472 sf OCCUPANTLOAD LEVEL ONE (ENCLOSED) -836 EXTERIOR DECK - 155 LEVEL TWO (ENCLOSED) - 266 EXTERIOR DECK - 54 TOTAL (ENCLOSED) - 1,102 TOTAL EXTERIOR DECK - 209 MINIMUM PLUMBING FIXTURES REQUIRED LEVEL ONE - 4 wc/ 4 lay. (FEMALE) 4 wc/ 41ay. (MALE) LEVEL TWO - 2 wc/ 2 lay. (FEMALE) _ 2 wc/ 2 lay. (MALE) N00° 30'03;., 5 4,09' ------------------------------- ------->. HARDSCAPE SETBACK 25' g�BUiEDING SETBACKJ171 ELI w. 71 El , 4 El vi c rw n 1 I re r .win y' ) vwgN F II� 45 BLILDIh,6 SETBACK , j 10` HANDS "NPE SETBACK ol � Covdltionai Use R,,o t CUN-04 is a request to amend Use approved plan of S01' 26'56"E 468,47' (71103-15 (Ord. 03-341 for A planned commercial center with [he possnsion, storage, rdail sal, and vv -premise consumption of alcoholic beverages (beer, Wiv, and mired besre pt) o conjuochov mlh v hotel and conference cpecifi.1), to mend the floor plan and building cievaUons for the Giass Caetus restaurant If rmerly known as Poo P.1.1 Restaurant). CASE NAME: CASE NUMBER: RECEIVED LOCATION: JAN 0V?V, CENTS-PRYLAND DATE PLANNING AND ZONING COMMISSION Case Name: Glass (`ac Case Number 0004-04 Lwatioo: 1501 Gaylord Trail Lot 1, Bloek 1, Opryl tool AddiNoo CHAIRMAN DATE: gy1pp,�, OF SHEET,' -I'--A& APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. - y� SITE PLAN -------- --- ® DEPARTMENT OF DEVELOPMENT SERVICES NORTH 1zw ARC N— Tot..- 1919 KS,INC1919 MCKINNEY h'dENU OALIAG, T%T5201-f]S3 HIV IL ENGINEER VITT.WtAARe LIWOBCAPE ARGNITE4Y GROUP 2211 NORTH SUITE 4DJ PAUAS. TX T1.4'1oS-1JD2.10W SROCKETTE DAMS DRU(E INC 4144 N. CENT— < Y, SUITE C,o L TX 75204 LooNEY a AESocwTEs. 31ii MCKINNEYAVENUE,SURE9IO DALLAS, TX Trina ":ANLL ERIGNiS 0.520M NNEyANNEY.4YENUE.SUITE Too 0— Tx: 15205 OWNER GAYLORD ENTERTAINMENT t9 SOUTH MAN STREET SUITE Soo MEMPHIS TN 381DJ EN'S CONSULTANT CULINA4Y RAZE DOSOOPE GROUP W15COMMERCE DR$VE,SUTE 4O'1 loll—, I%5.53 CL E CENTER CO 0N,,T. G)MPPNY, INC. .W NNo . M rioL0t. onLLAs rx TszD LIENT CONSULTANT W S RING VPILEY RD., SUITE 113 DALIfS TX TS -44 CLIENTS CONSULTANT 14 SELECTftiCAI CONTRACTORS OD E.HWY TRENCOR SUItlU O1N0, IST ftDOR GRAPEVINE TX ]fiiS1 INT ER IM vE IEW ONLY REN.,,, E. M CUP.410MITAL HKSP—ECTNUMOER 8704 DAn; 0"5-04 SHEET TITLE SITE PLAN ON PREMISE BEER, WINE & MIXED DRINK SALES STORAGE t l INTERIOR CONSUMPTION EXTERIOR CONSUMPTION NOTE: THE ENTIRE SITE IS THE PREMISE I t 1 1 a ,©` a POSITION' STORAGE ORESSITNG I 'tp-FtF •xxs r�� DEca L STORAG4' DECK GREENROOM PIAS FORM III I !i II " 1 P t r q+ (II it n r _Ell• VIP LOBBY DANCE FLOOR LOUNGk IlMAN FOYER ONIt 1 � } r a r ' £CKi �kj y WOMEN�F, + I .. �."s sr — �.,BAR _�0 ^"N me: Gleu Cactus 0 N mbar: CU04-04 ay._ L tl 1501 Gaylord Tran OI O �'� `F �, 1r t"-=� Lot 1,➢lock 1, OPryland ldditm o O P�d i. OFFICE �j T •� ' a PosmoN ` RECEIVED All t k d ILII I I 1 1 I 1 LII � r ` dANS CLOSET !/� I t 1 1 a ,©` a POSITION' STORAGE ORESSITNG I 'tp-FtF •xxs r�� DEca L STORAG4' DECK GREENROOM PIAS FORM III I !i II " 1 P t r q+ (II it n r _Ell• VIP LOBBY DANCE FLOOR LOUNGk IlMAN FOYER ONIt 1 � } r a r ' £CKi �kj y WOMEN�F, + I .. �."s sr — �.,BAR _�0 ^"N me: Gleu Cactus 0 N mbar: CU04-04 ay._ L tl 1501 Gaylord Tran OI O �'� `F �, 1r t"-=� Lot 1,➢lock 1, OPryland ldditm o O P�d i. OFFICE �j T •� ' m OMEON� b MEN x4r STORAGE/ PREP AREA r� sa[. ar4o CASE NAME: CASE NUMBER LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: lj- SHEET.- 7 OF l% APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICTWITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES FIRST FLOOR PLAN iR—S, -- - ARCNITEGL HKS INC. 18f8 MGONNEY AVEwUE DA:zAs.. Tx r5xot-tr4a .Cl IENGINEER HUITT-2 500 W3:ST]!1—1 ST UNIT 23. SUITE 300 ZZtI NORTH IPMAR. SURE 400 GALLAS, TX x5302.)080 ORO KE MRA- ENUINEEft BROCTT AVIS DRAKE INC- 414dN.CF.NTRTRALEXPY.SURE1100 INTERIORS LOONEY 6 ASSOCIATES 3131 McKINNEY AVENUE, SUITE 310 I—M. LIONTINO LANG LIGHTNG DESIGN NC, 4528 MCKNNEY AVENUE. SUR€I IN GALLAS TX x5205 OWNER GAYEORDEM NME t'8 SOUTH MAIN STSTREET,. SURE 800 MEMPHIS TN 38)03 OWNER'S CONSULTANT CULINARY KALEIDOSCOPE GROUP I GOMMERDRrvE. SURE4W IRVING T%r50KMGi CLIENT CENTER NON. — CCA.PANY 3100 MGNININNON. ]TN FLOOR —S, TX x5244 CLINTSCONSUL—IT LLS TRICALCOMRACTORS 00 F. RKY. 26 ENCOR BUILOMG, YSTFLCOR GRAPEVINE, TX 145751 INTERIM REVIEW ONLY Yrq adv tuna rmny .m w �0 REi'1%ON Oi 0504 CUP 6USMfRAt HKE PR(.3JECTNU.NR 8704 GATE 01-0"4 SNE@i TRLE FIRST FLOOR PLAN PosmoN ` RECEIVED All t k d ` dANS CLOSET !/� �t"� \\ CEWFXVOPRYLAND I \'\ m OMEON� b MEN x4r STORAGE/ PREP AREA r� sa[. ar4o CASE NAME: CASE NUMBER LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: lj- SHEET.- 7 OF l% APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICTWITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES FIRST FLOOR PLAN iR—S, -- - ARCNITEGL HKS INC. 18f8 MGONNEY AVEwUE DA:zAs.. Tx r5xot-tr4a .Cl IENGINEER HUITT-2 500 W3:ST]!1—1 ST UNIT 23. SUITE 300 ZZtI NORTH IPMAR. SURE 400 GALLAS, TX x5302.)080 ORO KE MRA- ENUINEEft BROCTT AVIS DRAKE INC- 414dN.CF.NTRTRALEXPY.SURE1100 INTERIORS LOONEY 6 ASSOCIATES 3131 McKINNEY AVENUE, SUITE 310 I—M. LIONTINO LANG LIGHTNG DESIGN NC, 4528 MCKNNEY AVENUE. SUR€I IN GALLAS TX x5205 OWNER GAYEORDEM NME t'8 SOUTH MAIN STSTREET,. SURE 800 MEMPHIS TN 38)03 OWNER'S CONSULTANT CULINARY KALEIDOSCOPE GROUP I GOMMERDRrvE. SURE4W IRVING T%r50KMGi CLIENT CENTER NON. — CCA.PANY 3100 MGNININNON. ]TN FLOOR —S, TX x5244 CLINTSCONSUL—IT LLS TRICALCOMRACTORS 00 F. RKY. 26 ENCOR BUILOMG, YSTFLCOR GRAPEVINE, TX 145751 INTERIM REVIEW ONLY Yrq adv tuna rmny .m w �0 REi'1%ON Oi 0504 CUP 6USMfRAt HKE PR(.3JECTNU.NR 8704 GATE 01-0"4 SNE@i TRLE FIRST FLOOR PLAN ON PREMISE BEER, WINE & MIXED DRINK SALES STORAGE L_ INTERIOR CONSUMPTION EXTERIOR CONSUMPTION NOTE: THE ENTIRE SITE IS THE PREMISE i Case Name; ClasgC Case NRmber: U0484 I.ocatbo: 1501 .yb ytordTroll Loc 1, Block 1, Oprylaod Addition I I y -.... r F 1'} J SE JANITO i CLOSET' FAD +F Epp, ? 11$ITION1 STORAGE wl� RECEIVED CENTEX/OPRYIANP NAME: NUMBER: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN. DATE: ,9y SHEET: OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES ISECOND FLOOR PLAN M1ro'=i, -- — - () NORTH ARCHITECT MKS, INC 5BIBMBKINNEYAVENUE OALLAS, TX 7BXH-1)03 HNiI ENGINEER UITTd.R- 500 WEST TTH ET UNT 33, SUITE 300 EORT kURTH. TX TU502bT]3 LA =APE ARCHITECT AGROUP 2311 NCRTH LAMAR, BU- -, TX IB2.11- UITEDALLAS,TXT52011- BO`—.—ENGINEER RCKETTE $AVIS OPAKE INC. `I- N. CENTRAL EXPY, SURE t500 .Al—, TX 75280 INIEEIORS EVUEs 3131 Y0NEY AVENUE. 3531 MCKINNEY AVENUE. SUITE 310 OALLAG. TX 75- - . 5204 INTEAI. UO.— LANGLIGHTING DESIGN INC. 4030MCKINNEY— VE,SURE5M DALLAS, TX 75205 W W H W OWNER GAYLORD ENTERTAINMENT 119 SW TH MAIN STREET, SUITE 000 MEMPH $. TTI30503 OWNER'S CONSULTANT CULINARY KALE DOSCOPE GROUP 0005 COMMERCE ORMi $UITE 4W RVING TX ]50fi. .U.- CENTEXCONST UCTION COMPANY. INC. 3M10 MCH NNON, —FLOOR DALLAS, IX TS.'10f tt1ENT8 CONSULTANT 400 SPRING VALLEY ftp., SU TE ti3 DA IAS 5244 UEI- CO SULTANT LLS ELE ICALCONTRACTOR$ DOE. HWY 26 TRENCOR RJILOING. 5^nT FLOOR GRAPEVINE. TX ]6051 INTERIM REVIEW ONLY lu-mp'detry mwn+tl. NEI SIO, B5T36.04 CUP SUN?- - PROUFCT UBMITTAL—PROJECT NUMBER 8704 GATE 01-05-04 SHEET TIRE SECOND FLOOR PLAN l m ON PREMISE BEER, WINE & MIXED DRINK SALES STORAGE INTERIOR CONSUMPTION EXTERIOR CONSUMPTION ' C—N.— Glass CocNs Case Nnmb— ' CU0404 J—tf— 1501 I3sylord T(Ail Lot 1, Hlak 1.Opryland Addilioa NOTE: THE ENTIRE SITE IS THE PREMISE i PL {JI7J7ii k + I r IEE] :. WOMENO 0 MENS STOPA�OE �" PLOUNGrE MAIN eAR,I Ir I #1 rl CLN ET, CLOSET / FOOD \\ Df PREP `�' 15 ..- -�. roE •5ceJ , ___..._ POSITION STORAGE jj �` ^ \. RECEIVED JAN 0 9 >OGT CENTENOPRYtAND CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION _. CHAIRMAN. DATE: SHEET: APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SECOND FLOOR PLAN NORTH Ks AIKXITECT 1919 INC. 1919 MCKINXEY AVENUE DALLA,4. TX+.S2011]53 CIVLL ENGINEER — -2o- - B- 20LLARS500 ViEBT TfH ST UNIT 23. SUITE]W FORT WORTH, TX TS1UL<]]3 BANOSCAPE ARCMRECT 11 GROUP . E211 NORTH LAMAR, SUITE 1. DALLAS, Tx ]5202 -LOBO BRoSTRUCTURAL NOW R N TTE OAVIsDi%.AKE INC 4144 . 148 N. CENTRALE%PY, SUITE t t W DALLAS, T%TSXa LNT U.. OONEY 8 ASBCC—B 3131—NNEY AVENUE, SUITE 310 DALLAS, TX]520a INTERI..U.— L-1 HTING RSUGHTINOLANG LIGHTING DESIGN INC. 4528 MCKINNEY AVENUE SIRE 105 DALLAS. TX )5205 Vl W W W r GAYLOR GAYLORD ENTERTAINMENT 119 SOUTH MAIN STREET. SUYIE 000 MEMPHIS, TN 39103 OWNER'S co— TX CUL NARY KALE OLSGOPE GROUP BO COMMERCE DR VE BUITEdW ftVING T%>50fi:3 CEM X TRUCTfON COMPPNY.INC. CO MC ON ]iH FLOOR ouLAs rx azotCLIENTS CONSULTANT _ 9P R NG V— RD, SUITE 110 DALLAS TX 152n4 CLIENT'S —m— .1 1. ONSULTANTMILLS ELECTRICAL CQNTRACTORS 1400 E HNA. 25 TREWCOR EUILDING, —A-0OR GRAPEVINE. TX:]5051 T ERIN "BE V EW ONL R RON 010504 CUP SUBMITTAL HKS PRO -E NUMBER 8704 DATE 01-05-04 BHEETTRIE SECOND FLOOR PLAN 7 -T] r� CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION _. CHAIRMAN. DATE: SHEET: APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SECOND FLOOR PLAN NORTH Ks AIKXITECT 1919 INC. 1919 MCKINXEY AVENUE DALLA,4. TX+.S2011]53 CIVLL ENGINEER — -2o- - B- 20LLARS500 ViEBT TfH ST UNIT 23. SUITE]W FORT WORTH, TX TS1UL<]]3 BANOSCAPE ARCMRECT 11 GROUP . E211 NORTH LAMAR, SUITE 1. DALLAS, Tx ]5202 -LOBO BRoSTRUCTURAL NOW R N TTE OAVIsDi%.AKE INC 4144 . 148 N. CENTRALE%PY, SUITE t t W DALLAS, T%TSXa LNT U.. OONEY 8 ASBCC—B 3131—NNEY AVENUE, SUITE 310 DALLAS, TX]520a INTERI..U.— L-1 HTING RSUGHTINOLANG LIGHTING DESIGN INC. 4528 MCKINNEY AVENUE SIRE 105 DALLAS. TX )5205 Vl W W W r GAYLOR GAYLORD ENTERTAINMENT 119 SOUTH MAIN STREET. SUYIE 000 MEMPHIS, TN 39103 OWNER'S co— TX CUL NARY KALE OLSGOPE GROUP BO COMMERCE DR VE BUITEdW ftVING T%>50fi:3 CEM X TRUCTfON COMPPNY.INC. CO MC ON ]iH FLOOR ouLAs rx azotCLIENTS CONSULTANT _ 9P R NG V— RD, SUITE 110 DALLAS TX 152n4 CLIENT'S —m— .1 1. ONSULTANTMILLS ELECTRICAL CQNTRACTORS 1400 E HNA. 25 TREWCOR EUILDING, —A-0OR GRAPEVINE. TX:]5051 T ERIN "BE V EW ONL R RON 010504 CUP SUBMITTAL HKS PRO -E NUMBER 8704 DATE 01-05-04 BHEETTRIE SECOND FLOOR PLAN I �� CEMENiuPv.INU TYc_ _ .. =j CRse N.— Gin. cut. , Case Plumber. CUPI04 ' L—ti— Ism GeytordTTM) Lot 1, Hoek 1, Opryl-d Addition �'j xc ua rleFn SOUTH ELEVATION vv—"----- --... I i _ L I i 1 I v I 1 H.cenp sxrtEw .RP ! �� 'vwut M Fl..xllt 1 1 • , I 111 _ _ L_ .,UN Nazs I ,�.w«uluunKMe,nl xTEosxr amu CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: C sNEEr.''! OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES WEST ELEVATION RECEIVED JAN 0 9 ""'A CEWE.3UOPRYIANO HKS ARCNITECT HKE.INC. NNEY AVENUE DALLPSKTX?5201-115] CIVIL ENGINEER RL RT-20LLARS SW WEST TTN ST UNIT 23. SUITE 3D3 FORT WORTH. T-1-11 LANDSCAPE AR .-- SWAGROUP 211 NORTH LAMARSURE 400 DALLAS. T%T520L1000 STRUCTURAL ENGINEER DROCKETDAMSDRAKEINC. 41—CEN ALEXPY, SUITE 11 W D.M LA.S. T%?5204 RS LOONEY 8E 3151NEYAVENU E. SUITE 310 DALLAS .Tx?s1 PRIORS LLONTIN6 ING LIGHTING DESIGN MC. NNEY AVENUE.. SURE 100 DALLAS. TX?5205 V1 W W H W M OWNER GAYLORD ENTERTAINMENT 119 SOUTH MAIN STREET. SURE 600 MEMPHIS. TN 30103 OWNER'S CONSULTANT CULINARY ERCP DRIccPE GR 1p ISS -SCO MMERCE DRIVE. SURE 4W IRVING. TX?Wti3 CLIENT —TEX —STFU CT10N COMPM1NY. IPC 3 iN MO%INNON. TTH l— 'A —, TX?5201 C —15COXSULTANT A 4001 SPR NG VALLEY RD., SURE 113 ..IS.T%?53e4 CLIENTS CONSULTANT L.. E ECTRICALCONTRACTORS 400 E. HA'Y. 20 HL COR SUILDINO.oSTFLOOR —EVINE. TX?8051 IX PRIM REVIEW ONLY RE.'iISION 0 Oa Od CUP SUSM TIAL Rxa PRaEn NUMNe'R 0704 onTE 01-05.04 E-1— ELEVATIONS SOUTH 0. WEST SHEETND i Z, � i I OMD PX1F tY 1 0 I\ r y Case Name: Gies Certus wnL,urz•�cr-.rvr. ___ -... .1, - -. „. t4 5 u _ C—N—b- CU0404 I501 Gaylord Trail Block l.OPrylaad Addtdw r Fa?.Fr«n 02 NORTH ELEVATION ve = ro• CASE NAME: CASE NUMBER: LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: hi— ry SHEET h— OF 0 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES EAST ELEVATION iie'=ern. "' __ ... _. RECEIVED JAN 0 0 ,`.0134 CLN1MPRYLAND 0 114(s ARGNITECT HSS, INC. taiSM.cKIN AVENUE DALLAS, T%>51 752 01-1]53 CIVIL ENGINEER HUITTZ 7TH 500 WESTT TTH ST UNIT 23. SURE 300 FORT WORTH. TXT810>iTl3 LANDSCAPEARGNITECT AWA GROUP Y2„NORTH SUITE 400 -AS. TXY5IKM-1SIO2-1080 STNUCTURALENoiNEER BROCHETTE—S DRAKE INC. <, CEnTPAL EXPY, SUITE,)00 OALLAA.. TX IN INTERIORS LGON}:Y 8 ABSC. _FTl Si31 MCKINNEY AVENUE, SUITE 310 DALLAS, T%]5206 INTE.WOPS UONTMO LANG LIGHTING DESIGN INC 4510 MCKINNEYAVENUE.SUITE'O6 DALLAS, TX]5N05 Vl 7- 1111111 W W I+R OWNER GAYLORD EMAIN TARMENT STREETS , 4S SOUTH MAIN STREET. SUITE 600 MEMPHIS. TN: ]103 OWNER'S CONSULTANT CULINARY K.U_EIDOSCOPE GNDUP 60,5 CORIMERCE BRIVE, SUfD: v#J IRVING. T%]5t03 CUERT CENTEXC STRUCTIDN COMPANY, INC. 3-C -11 ->RDAMAV, T%]5201 GUENTS CONSULTANT MEHPRING aAO,ATXI . VALLEY RO.,'aUITF 113DALLAS.cLAS.s. Tx ruas CLIENTS CONSULTANT MILLS ELECTRICALCONTRACTORS ,4W E. HWY. 26 TRENGOR Bl1ILDING, IST FLOOR GRAPEVINE.TX]6051 INTERIM REVIEW ONLY REvtsron >10504 CUP SUBMNTAL HHBPROIECTNUMBER 8704 01-05-04 SHEET TIRE ELEVATIONS NORTH & EAST SHEETNO. ■ ij war rw.av .. i j, 'c.�araaas Case Name: ON. C.— Case N—b- Cu ww Location: 1501 Gaylord Trail Lot 1, Bloek 1, Oprylaad Addition SECTION A MAYOR SECRETARY '.. DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: 4 SHEET: n- OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SECTION RECENEo JAN 0 9 ""It CENTEXIOPRYLAND HKS ARCNIT¢GT ".' INC. I—M-NNEYA4FNUE DA1ua, rx>szm� >53 MIVIL ENOINEE0. UITT-11ANS 500 I" T TTH ST UNR 2S. SURE 300 TORT WORTH. Tx>810S-3 LANOSCAP¢ ARCHITECT SWA GROUP 2x11 noR3H IfiMAR. surto aoo DALIAs. rx>s2oznoso STRUCTUEGAVIS —EI I IIIN ITE DAMS DRAKE INC. .AlI, CENTRAL E%PY, SURE t1G0 DALLA4.. T%]5201 E-A NTE LOONEY B ASSOC 3131 MCK—E—US-21S DALLAS. T%>SRW 1NCERIORS L. H NN4 LANG LIGHTING DESIGN INC. 4525 MCKINNEY AVENUE. SURE 106 Da.tAS, T. 11, Vl W W H W r V WNEP GAYLORD VAINAINME itO GOUTHMAINSSEET, TR,E SURE 800 MUsAPN15. TN 381N OWNER'S CONSULTANT CULINARY KALEIDOSCOPE GROUP MMERCE CRIVx:..4UREO —IX II IRVING. TX T5G63 CLIENT CE— CONSTRUCTION s'XIMPANY. ItM: 21. MCKINNON.>IH ELCAR DALLAS. Tx>510t Cl1ENTS CONSULTANT HW S'IY SPRING VALLEY NO, SURE it? Daus. rx Tsxaa CLIENTS CONSULTANT MI LS EtECiRICAt CONTMCTORS NG GHWY.R rRtNCORE, TX 7NG. 1ST FLOOR cRAPzvINE. rx zfipst INTERIM REVIEW ONLY M awNroy',pmv. E SON Ofi 09 CUP SUSMITTR4 HIS PROJECT NUMBER 8704 GATE 01.05-04 SHEET TITLE BUILDING SECTIONS SHEETNO. Case Neve: Claes Cactus C—N—br. CU04-04 Lae a- 1501 dditlNN SECTION C RECEIVED JAN U ° dGTd CitNTN3VOPf{nmu CASE NAME: CASE NUMBER LOCATION: MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: ��QQ �QQ SHEET: >u_ OF APPROVAL N CONFFLICT W THU"OR" ANY CODES ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES I I I <s ARCMITEGT HKS, INC. 1919M, INN" Ax'ENDE o LLAS Tx zs.ntnzs3 NG NEE0. U lC—RS 500 ESTTTH5TUNIT23,SUTE3W FORT WORTH, T%]31-773 LANDSCAPE A0.GHITEGT WAGROUP 211 NORTH LAMAR, SUITE 4'O DALLAS, TX ]520.— STR.UCTURPL ENDINEE0. BROCKETTE DAYS DRAKE- -N RAKEINC4100N. CENTRA¢. E%PY.-RE 310D D4LLIA3.T%7— INTERIORS LOONEY A ASS.—. 313, MWNNEY AVE NUE, SURE 3v0 DALLAffi, T%75200 INTERIORS LIGHTING LANG 452WHEY 0E31GN INC. 8 MCKINNEY AVi_NUE. SUITE 103 DALtA3.T%Y520.5 W H W V GWNE0. GAYLORD ENTERTAINMENT I SOUTH MAIN STREET. SUTE 600 MEAIPHI3. TN;d1N'5 OWNE11'S DONSULTlWT CULINARY KALEIDOSCOPE GROUP NI COMMERCE DRIVE. SUDL- -ING. TX I--, OLIENT CENTER CONSTDDSIIOri CtY.IPANY. LNG 3i40 MCKINIvON,>TH FLOOR DALLAS. TX>520f CLIENTS CONSULTANT 48015PRIN8 VALLEY RD., SUITE 113 DALLFS-. T%)144 CLIENTS GO— "CCE, ONSU1900E TRENCOR BUILLIL DING. IST FLOOR GRAPEVINE. T%Zfiuu1 INTERIM REVIEW ONLY mw � aamqulvwm�i naawwmut Ri-11310N O1. OS O4 CUP SUBMITTAI HKS PROJECT NUMBER 8704 DATE 01.05-04 .NEE —1 BUILDING SECTIONS SHE.'T NO.