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HomeMy WebLinkAboutItem 02 - CU07-13 NTBConditional Use Permit Application CU07-13 NTB HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding properties were rezoned in the 1984 City Rezoning from 1-1" Light Industrial District to "HCO" Hotel Corporate Office District and "PID" Planned Industrial Development District. The subject property was rezoned (Z96-08) in June 1996 to "CC" Community Commercial District for a retail shopping development that never occurred. The property to the west currently occupied by the Grapevine Mills Mall and its associated outparcel development was rezoned in 1995 to "CC" Community Commercial District to facilitate the development of the mall. Numerous conditional use requests have been approved at this location since the development of the mall. The property to the immediate south is developed as an Ashley's Furniture store. At the October 19, 2004 meeting, Council approved a conditional use permit (CU04-32) for the establishment of a 15 -acre planned commercial center as well as the signage necessary to serve the site that is located just south of the Ashley Furniture site. Across Grapevine Mills Boulevard North to the north several conditional use permits have been approved for Magic Mike's convenience store with gasoline sales (CU98-01) and Speedway Grapevine Car Wash (CU04-01). Council approved at the February 21, 2006 meeting a conditional use permit (CU06-03) to establish a planned commercial center in conjunction with a furniture store (La -Z -Boy) and a 40 -foot pylon sign along Grapevine Mills Parkway. Conditional Use Request CU06-55 (Ord. 07-06) was approved by Council at their December 19, 2006 meeting for a planned commercial center along with four 40 -foot pole signs. SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "CC" Community Commercial District—Magic Mike's convenience store, Speed Way Grapevine carwash, vacant property SOUTH: "CC" Community Commercial District—Ashley's Furniture, vacant property EAST: City of Coppell WEST: "CC" Community Commercial District—Grapevine Mills Mali, Rooms To Go, Chuck -E -Cheese, Michael's The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone B, the following uses may be considered only if sound treatment is included in building design: multi family apartments, motels, office buildings, movie theaters, restaurants, personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use in this noise zone. } 0:\ZCU\CU07-13.4 2 June 7, 2007 (4:23PM) MASTER PLAN APPLICATION: The Master Plan designates the subject property as Commercial land use. The applicant's proposal is in compliance with the Master Plan. THOROUGHFARE PLAN APPLICATION: The Thoroughfare Plan designates Grapevine Mills Parkway as a Type A, Major Arterial with a minimum 100 -foot right-of-way developed as six lanes with median. North Grapevine Mills Boulevard is designated a Type B, Major Arterial with a minimum 80 -foot right-of-way developed as four lanes with median. /at 0:2MCU07-13.4 3 June 7, 2007 (4:23PM) g 4001 PO { t0-328o 2411, $701 3701 .320. f .� R-MF-2 3601 i d` 7. 1 ,,s 3549 � �k 3225 3225 PID 3501 7 3501 Y15 05 Diu i -,• _ .. .. GRAPE ME _ _ N GRAPEVINE MILLS LVD ---_------- /�/li�+ , 0 3400 ! I- - • - 2800 ,..., iYa��ii. 3200 s 500 W i 3500 �; ---- , �5 o- STARS &STRIPES WAY, WESTGATE P �w 3130 • �'ppAEVt14ti �.. 2251 I x3100 �` Y 120 v+�� 1 28 t♦ i Y I -----------} n w 1 V Z 1� 0 3060 ! 3000 (��l f'"--- - 7 � I30 Ax }L --^�� �tRF toR� matt pptNs Ir 2755 + ,� y 302s3G J._ W � f�+��, U. i 2705 ! CO 3050 n �'V ♦ 2260 BP <f ! �, W + 2656 ' Vy 0 CU07-13 1 inch equals 500 feet ref VINE, 'f Er °T E X A S� CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Turf Form "A" PART 1. APPLICANT INFORMATION Name of applicant / agent:/company/contact Allen & Ridinger Consulting, Inc., Mr. Tracy LaPiene, Project Manager Street address of applicant / agent: 285 W. Southwest Parkway City / State /Zip Code of applicant /agent: Lewisville, TX 75067 Telephone number of applicant/ agent: Fax number of applicant/agent (972) 353-8000 (972) 353-8011 Email address of apolicant/aoent Mobile phone number of applicanb'agent Applicant's interest in subject property: Civil Engineer PART 2. PROPERTY INFORMATION Street address of subject property Legal description of subject property (metes & bounds must be described on 8 1/2"x 11"sheet) Lot 2, Block A Grapevine Mills Crossing Size of subject property 0.865 37,680 Acres Square footage Present zoning classification: Proposed use of the property: C -C National Tire & Battery Minimum /maximum district size for conditional use request: Min. Lot Size 30,000 s.f., Min. District Size 5 acres Zoning ordinance provision requiring a conditional use: Sect. 25C PART 3. PROPERTY OWNER INFORMATION Name of current property owner. - 121 Grapevine Crossing, L.P. Street address of property owner: 8235 Douglas Ave., Suite 950 City / State / Zip Code of property owner Dallas, TX 75225 Telephone number of property owner: Fax number of property owner: {214) 360-1700 (214) 360-1764 0AZCU\F0RMS\app.cu.doc www.ci.grapevine.tx.us MAY 7 2007 .. Q` Submit a letter describing the proposed conditional use and note the request on the site plan document U"' 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) Q 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 property in the neighborhood. Also, describe how the proposed conditional use will add to the value, use or enjoyment of other property in the neighborhood. i:7 Application of site plan approval (Section 47, see attached Form "B'7 @' The site plan submission shall meet the requirements of Section 47, Site Plan Reouirements. U, --Ali 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. Q`` 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. f 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. O l have read and understand all the requirements as set forth by the application fo o:dition 'u's'e-'or cond conal use permit and acknowledge that aff requirements of this application have been met at the time of si PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST A ACE A C NDITIQNAL USE REQUEST SIGN ON THE SUBJECT PROPERTY / Print Applicant's Name: The State of-p u /)/{ f` r" F County Of 1 J t- Before mj (A 1 5 t f t on this day personally appeared l r aCV A. C- aR c n (' - (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seat) Ix Print F The St County Before is subscribed to the foregoing instrument and 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 once this "44^' day of A.D.-11- Y ®" lk Karen Louise Chapman My Commission Expires E ... 01/11/2011 0:2CU\F0RMS\app.cu.doc www.ci.grapevine.tx.us Nota For-State MAY 7 2007 ACKNOWLEDGEMENT All Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda, your application may be scheduled to a later date. All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. Any changes to a site plan (no matter how minor or major) approved with a conditional use or a special use permit can only be approved by city council through the public hearing process. Any application for a change in zoning or for an amendment to the zoning ordinance shall have, from the date of submittal, a period of four months to request and be scheduled on an agenda before the Planning and Zoning Commission and City Council. If after said period of four months an application has not been scheduled before the Commission and Council said application shall be considered withdrawn, with forfeiture of all 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 for conditional use or special use permit and acknowledge that all requirements of this application have been met at the time of submittal. Signa Date: Signa Date: YF 0AZCUIFORMSiapp.cu.doc www.ci. grapevine.tx. us Allen & Ridinger Consulting, Inc. May 4, 2007 Mr. Ron Stombaugh, Development Manager City of Grapevine 200 South Main St Grapevine TX 76051 P.O. Box 95104 Grapevine TX 76099 Re: Conditional Use Application NTB - Grapevine Mills Crossing Dear Mr. Stombaugh, eLAo r� - t 285 W. Southwest Parkway Lewisville, Texas 75067 Allen & Ridinger Consulting Inc. is pleased to submit to the City plans for a proposed National Tire & Battery (NTB) on Lot 2 Block A of the Grapevine Mills Crossing Addition. We are making a conditional use request to amend CU06-55 to allow for a NTB and a pole sign on Lot 2. The proposed use of this site substantially conforms to the approved Grapevine Midis Crossing Master Site Plan and General Concept Plan. This use was planned with the Master Site Plan and General Concept Plan and will not cause substantial harm to the value, use, or enjoyment of other property in the neighborhood. We believe this use will be an asset to this planned commercial center and to the property in the area. We look forward to working with the City Council, Planning and Zoning Commission and City staff with the development of this project. Respectfully, Mr. Tracy A. LaPiene Project Manager TEL 972 353 8000 FAX 972 353 8011 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 CU07-13 AMENDING THE SITE PLAN APPROVED BY ORDINANCE NO. 2007-06 FOR A RETAIL TIRE STORE WITH ONE 20 - FOOT POLE SIGN IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning & Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control 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 t to conserve the value of buildings and encourage the most appropriate use of land JI throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2 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. CU07-13 to amend the site plan approved by Ordinance No. 2007-06 for a planned commercial center, specifically to allow the development of retail tire store (National Tire & Battery, aka NTB) along with one 20 -foot pole in a district zoned "CC Community Commercial District Regulations within the following described property: Lot 2, Block A, Grapevine Mills Crossing Addition (3590 North Grapevine Mills Boulevard) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. 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 ORD. NO. 3 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 19th day of June, 2007. fia � ATTEST: ORD. NO. 4 U P r . I PREPARED FOR: PAVILION DEtiLOPMENT CO. 5605 CARNEGIE BLVD., SUITE 110 CHARL077E NC 28209 Tel.: 704 557-9257 Fox.: (704) 552-1159 PREPARED BY. & Ridinger Consulting, Inc. 285 W. SwMwewt Pkwy Tal. No. (972)) 353-8000 LewisW�e. Texas 75057 Fm No. (972) 353-8471 0.865ACRES, LOT2, BLOCKA S1 TUA TED IN THE JAMES l . 171 IN THE CITY GRAPEVINE TARRANt DALLAS COUNTY, TEXAS LOCATION MAF' Not To Scale � 11 INDEX OF SHEETS CASE NAME: NTB GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORM BETWEEN HWY 121 & FM 2499 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: i OF 75 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONVICT PAM ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES SHEET NO. DESCRIPTION COVER SHEET FINAL PLAT MASTER SITE PLAN AND GENERAL CONCEPT PLAN SITE PLAN C-1 GENERAL NOTES C-2 DIMENSION CONTROL & PAVING PLAN C-3 GRADING PLAN C-4 WATER & WASTEWATER PLAN C-5 DRAINAGE AREA MAP (C-9 FROM GRAPEMINE MILLS CROSSING) C-6 DRAINAGE PLAN (C-12 FROM GRAPEVINE MILLS CROSSING) C-7 EROSION CONTROL PLAN C-8 CITY OF GRAPEVINE PAVING DETAILS C-9 CITY OF GRAPEVINE EMBEDMENT DETAILS C-10 CITY OF GRAPEVINE SIDEWALK DETAILS C-11 CITY OF GRAPEVINE SANITARY SEWER DETAILS — 2 C-12 CITY OF GRAPEVINE WATER DETAILS LP—i LANDSCAPE PLAN IR -1 RRIGAT ON PLAN WCRA11 S. ALLEN S6i8�6 ��fe �)J �o fS<7CENSf, OVAL P $j3nlo7 GRAPEVINE MILLS BOULEVARD of PROXIMATE LOCATION � y3 t VARIABLE 4ADTFI re . St 64 . 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Ot the Dallz=-port Mcrtr. tntc-rnat io al h-sperc, c nice v ee Ns ss� follow-- 9 fcv a 0 S x 191 sus._ degree+ 119 m ?6 r rrdsvwhosea Cho id bears North Q_ s 9s 7 nods height. atOw°as vhe<her such damage shall a fv-,m, n vibration, fumes, uEtJ, EliC_h 01 ast a a d,snance cf 541 E4 feet to the POINT OF BLGINroIDtG,r<na cos .. 18 3e 4d do% foe] 0 3+tnricani Varttcles, a .thcr efftcca t may by c sed b, the >' GE g m- d ..tar. e cf 15L.62 feet Co .exz_ c of la -,d, mo e or .es.. [oft, tons+n at, C fakir rff ' a epa.v er z Ye= "Fa rc 9 _ g r , ope�z t... at o, dr. the a15'f Dall t W ,, :. n farnat.er,a i Now, ittrrrforr know act nun bg thest presents: set". ; ,.t e<c os c t tame .:f ]00.0, feet Lc a 3:F THAT Ne, Grapevine Hills Czoauiag, LP, tlo hereby adopt [has pevsyshot c .ren rod fcu-.i, e Y Flat If Gra Halla .=bTl y f damaged, y p �t r ffaliina'a frdrzff cf Crossing, Lota 3-6, ]clock A and Tract A, a adds tion to the City of G Dai'<.s fal..in h C t, fisrt a]^ci of C,na ceptf zs _ca.ea asst, w. th r and t Cnvnt. Yexas - g physics: deo and does her dedicate to the utriC v se, 5 h Sr 3� F tte e5pPlra dtoreeP 5 ec .. ^n+cAt < o.:sta a cf <O, OC fest to z '>7 right -'£away and as=emert shown hereon. by easeme sndvn hereoreare rer b Elmer, dust, fuel. and lubricant partic;=sr 1 .., _rcn .. r. .tamp= r.�.. _URVE:'I.N'Gn:OMPANY^ aY esyrwed for the FNIF _,d:cate9 e Itii>t}nea .Gail bee.:per r r alt - ..r Franchised p t ,rabies ! each pareiel3ar'v taTne fr of t Y agreed that tors Releass all 11 n b: -da p his heir= and t 3e d g _ _ o£ .95.01 feet t a st e Che. responsibi+icy o: the ptoFerty o o bub tel sns pevisc a sigp_, V. 'rtexest to s prcperc: riher agreed that r --ecesd= wts Y, c - e ea Eemerta ar a `e' d itt <...ped "FPT{!LF st,FTY, C' axnt'anry" ar the sout.ea_. N up c _ ti! Oe�Gc ?sorbeia .te 1 ehiii. b, recorded .i ry s =ha 1. be nsteaser' a hetl,w pze erect a/Geed neclid �t the C , r c—t e_ wbich }.e F'c _ sifaated. , et 'd k z, p t', -h s h "n.0 -said or ocher b} d f ht party a Cr i. the = c 5 d ;f I1 blzc ata litiee 1 < gyrtlgTYL 'OL ,ate:<as, this •71' da' I � i TBEN� - 65 - r.r-h:sac' ut ii.cy snail bare the full rigntin9•ear des. drk1-1 r ed r par Ye c I - 2110 A- m t' :f :.pQ h .t t �aF :b. the, impxdven S w h h- h - any' s:ayd= //' P FTH R 'Y Ph t 1 Cf h + S i�, B --}i —F --i —`— t_ Cr��. l 1 xd d h t ) %} f ,h t da 1 f shall It al+_it F - h f i , ' '14 11111 f the Deet fie c o n cc ex s n rot zs e N.i�._ a ,,Ie -, LF Bald ..c. <R. a 5 - r lin= c Ian.. o. na f,cm and V -d f Y p p "xaY 1 tib e 9 patrolling g CASE NAME: NTB GRAPEVINE MILLS CROSSING T�¢'s 3fafe of xas 4 E E E L a al k P c` d P P y C�auniy of 4 cnsE NUMBER Guo? -13 n r .r LOCATION: GRAPEVINE MILLS BLVD. NORTH C t a _nqr eco ae1 r n .. G p T an h d h 'i-, d' 9+ concern u dedi-ris._ -1 _ c, - e that the Eefdze ., .rbders_gned No a1y and for sa d Cc>nt} s s th z day L = le. e.,t r .an: tt ,. _1_dt 6966 1f one scatemet , a and c na13y appeared $catc[D. Re,tphrty,. r tc nucha Fere-r+o BETWEEN HWY 721 & FM 2494 Fi t o -la Cr .arra „ C s [� c - r"" n e i t c a o nribtd t g d 1 .has,:, -%ie ell -el one Tn' la a n P r al crd,tar.es role= r . P 4 TA&ieE sane fdz thaJn d - L- ,.. h e r. th AQ d 1 c s' al p tr 'd n t 'dr a. y .rape - xa . x. - e .,. > MAYOR SECRETARY a d' ]F. f � � wart. s �-� COt3PAA-rltxa,.i iz. cr_.c<k ec o+ =avC pix remp_d AP—Le, SER-1- I _re. Fa d y Ga+en t, my he.. a::d _ of c_ d 1 �.f �I LOO(. a , .'acne _ Fn.1. _ __,3_ df AA fA/1 rT%v- zw-. nd" -1vt i• 'DATE' t P Fl Sr ate of 1'zras TNP.ACS * 9F d >_ t r ct ' a I 1?- ` 11, y PLANNING AND ZONING COMMISSION p _. F (h _!. a!IF.Y_AC 5 R nP G My r' s.a , 1'xP1+'es' COMFe,N .. - at t - v_..e o If CNaMtle Anrce HaNip eI, S—eew El- T-er n r<t _. ,i e .a_<.... t:,=r-1 r. act Gl ec_r e oI I „rte° mmlaeta CHAIRMAN Mate of Qexas 4 r d 9 .c e a DATE: c: -..c .OMPA+y^. Qiountg of 9 §tatr of Texas 4 B.. m ed Ni a v Public i and f _d y t, -. 'hi, d SHEET; Z OF t5 t d 54 :d '_L a d f 2L OL fact M e ix p F 5 , P pnreY.nkncr. b t.eeP - h lbs Tiuntg of 19ruton N F 5 R }1 Y f'N P An} d a k 3 - led ed W me lat h v..ei m f � -h g n i a PP TAUTHORIZE T 3 1 h ce A RIN C DOES NO ANYCOANY WORK Af c y - 2E E_r:. = iy p F de h teisnexprassad Y y q r }', 1 g a d F fe 1. h S f- h I f p r ..F c Ma re 2 l.r:e a ,,. era, der m. n=,d a o £ rr, ce torr. tnF'�LiJ d t f,,„ _y IN CONFLICT Nina ANY CODES OR �`" - p d I .... h h yte ��ai8q h e na try n rr ORDINANCES c, < r d I - t A, a nt.. -D p a.t_ rr.le_ <r„ .a.Ysrji+ray'rr tat t ,e. a. a dDEPARTMENT Of DEVELOPMENT SERVICES '& 'y" Ci Y r.. c.ap ry 'R TI�NCp -: t'' o ` fY 1 (` 1 q I,e east. l; rte . � _ t di It c. 2Eec5 c .- se. i, car Etempad "N"J} _LrAVEf_N; rr P tl W�THAD HURLEY III p c abm } r n�e1 9e 9 1802 51.8115 I d r 12 o the s -11, e, oc..n.. r t f O K,3RCi0 01-7 1E - , l- .c w_[r _r cu t _irrt ng 111., In AF'00 Si4R„tkOP - 10.p3g / E10399's 3 -2'1173 ..047 E 60 6 an 1211 "E /° xa Ng N88'16 24"E x89- 4EE ' s 59031 a 'w Jct OST , 24 62 .161135 7226 pLNMING ZONING OGM199ION: _ =. E .. _�1t-11AMI.1_-.ZI?y. �0____ 2550 y F aeff N 556 S 1 O' = OBE tl bfl 2 r - 43tfi —7 /.61142 .. r@s _ r�Y2Ld,L ... E - O n 3Tµ N,>v3,5'w _ AEC55 AEL— SS JS ]s�o 2sN I I / I l I 32', O"w nJ"w< l e LOT 6 Nos 3 On , 30. m l 8833 R 555ASq.Ft > so 5 I I 711 pl I fFinaf 41fat of - Um2.4` w s 1 I z aa. GrapevineMil s Crossing b 555=F w AEtSe `» 1R ¢4,vc A,I I I _ -, P`' �' I cie�51 �G F�t3 attESS a tem-E9.r= � Nwr u se5. Lots 7-6, Block A, k Tract A Grapevine Mails Crossing :„'- GRAPEVINE MILLS BOULEVARD of PROXIMATE LOCATION � y3 t VARIABLE 4ADTFI re . St 64 . S eN81_4-7 --a, cp5300'L�43.ei Sa _1___ _ -----------5@'i"'S"Gd/s" / // /.a/•^TrI - I a ue,E N89'21'55"E 1071.10' - ---- --------oaf-gra+-I - may R 72o.D9' ` „ 183.9Z' 767.09 mool Iace E o.a6' 1, Access - - - - - c n_T1.a as - - - $ 'I a"Ji, --3611_ _ Izc% — — F5, a uN ` _a ,_ has saE — — — — _5 ;a.V %'-' T." - - -u,.,>- - -'Su,m�"mN"a`c. cv4°'" g \are r \ I �n/ aT aeYAI / � I- 4 LOT 4 z! LOT t 1 §r d /: 33,18 ACRES g 4; /:"' I �- 33,187 Sq.Ft, w 2.234 ACRES ,/ o /.a 11 °r ly f ,p'ni %Iw 97.316 Sq -Ft. / r Ice ``� ") Aeu 47'tY EJel r 20.00 � _ - - _4 - - - - _ - /} a 21- cccss a um. Esut3- er ms vut 66.85 118.96 11 er rz,ri '; c i , `/, - - - - -j- j- E- - - - - - - - - -- _ - - - - - - - - - - - - - 4tF i-- - - - - - - - \ e:n r �z? I I I LOT 5 I. _ LOT 3 I 7- l 8.555 ACRES .:, "' 2.582 ACRES N524o'a2"W ( ,r/\,� /M1=e ^> ^'�•o,Pc, lM1ey � 372,634 Sq.Ft. , 172,459 Sq.Ft. ,3.03 �'iJ /°0 D7{2.\ ,/ / •'�' yp�"oe '�o s. � 1 lIY�a� LI N,8. 8vc'11er4n9. W E� m. Esvuur. , ere Eur6V Z"E" 5 ACRES wr200 1", re 37,680 Sq.Ft. zs firy. \. P" NOi 4811 Eris os 2.32 w. 22.00' f- --- - - - - _ - _ _� - y4. \'--_ I I N88'1 1'49' Iz 2 i �r I ict «� —1 PLAT— so03sosE er NxsIAI\ / Parcre to jl�c. I42 -1t -',. ,268it€prr - 17 t7 ! 3 GF PE 'NE YNE'IRV I11,33 r 6d38�4' c en1E- A SLIDE , 133 I� - � IF-�.0 589'21'54'W � 1257.88' (^ '•' ! �Ae ak: w ttlir'Y .,�-. e �.E _ uEtro _� iF n I I� I Irl eI � a \1I i. No Fortson of suhec F P xty apt - 'Lh' pexis' Flood no are t I I J2 Yla�:ll z Y N A 1 accoctling Co ,he —iletc, e �v.r- cod Insuran 4„fe . s _ 1945, cnarean Pros— yNa 'a tb' A f£ F d.d)F t= of P A - II 9P S 1 _ _ cae. i 8 r 3 / non w dw -iron r.,d ..e,. are _ i _ , All l,it -aces fuuno r , 1 r w act Ot A1' `- =. _ _� 7th a yell lap d A h - eylna Compo'y" C [r YJ-6rLLING�LEY I - - rw. „ sN rc% sear( a ai. based o, the _i:.y of CraF-',.ills G 1 C mdr um nt numberE E, A RPOR #!, LTD. 1111JTT EANT LINE TABLE - _ _ N8871 -9^W 186.04 OL-rE e143, z'AGE 600 tN` I �,4- and 13 et ,Ear. - — 0 de ) E LCT ? BLOCK E1 g. �c ,E�`1 I 4. Coordinates shown he.eor s— based o'z 'l exa= bR Ar C,o ro.rates, Ncrt!, Cerra. RAPEV!NE VINEYARD I Zone (feet] c a s <w I tI CABINET A, SLIDE 8466 ,a K,SiaT Mate of9 zo . _ rxas ¢ t,ELie w ,ao- 4 Owner's (9rdifirotr Imb Brbiration Mote of Qrxas fhllolg of 19BUNs anb Qlarrout Cgountg of Rattus sob Torrant 9 N�J&A Me, Grapevine Bill C g h cer"o" TNBNCE C .lona the 111th line of said Grapevine Nbli.s B-1...rd be Eol. NNL'RPA:, GrePevane Halle aroaeir,g, LP, net— art ve; naftez cal: e,: s the c of B.o p f lase va: I F n e- - y AD t N thf,r 5e6 d - c .o.vr 19, c - p -1—I of land d Che City o Dallas 8nd Tarrantr J b. Ab � ,b l C` r 1 Tarrant C'unty Ccvn[)eZTer<_, ba'nn more p t..alax..y aeecribed.,.as PIaC. UE�b w :g t,,d 'b A -'p- fl r h A9 -s 11 n n1 s 54 second= nasi, distance n 1'<9 E2 feet ce a SiA as = UE.,> 9'E d - _r2..i F -.E. 3 C , and inch _r<n rod found withtcar, !`ON THiRBEtlAE, a cc sad - he s of ONE AN 0 I.O (:..003 DOLLAR and Etta L: 1 L P BIc V B c,c UEt,s "r d F C' y f ,that good and va' .ole c rside.a..i<r, the r cetF" s.,f.i :enc., 1f w icF. is hereby 161x0 th p t d d b' c A, rth Q6 degrees 16 rt notes 24 1aronds East, a ',_tan's c` 19' 0: 3cet to A 5le .ay acY.n:zwledaeauand confessed, Owwner d...herebyw release, r 16131 f r FlaCt ..c_r.., .f 'r _t,e.t Coun[i, ".eros. red b i _ ase pari_,flaial—E 11 an} _�ch. ..ran icd fountl wlth cap% u:tclai:rr t the iitY of crapevire, oail'A a d T<rxont Cp=:r! Teras echeeDallas-Pett r'be.; as f ew e Norm I nal.lcnai Aitper[ aid, thl Cities of Ca } nd Orth, mer ,rE123 K—h ? s 21 Ill-- 55 second. Cast, pass,ng z a dasta— 155 '!', fee, a be— s =nd a reinafcar c the a and benafita0i uEt 1f8GIHN3NG t F _aaPeo ^+nIKI SLAIT'YIM: C MfANY' at the f%6 h Edd found w.th capes Nd continuanq far a i dist •df a,C,l.1G e pvbrc and i 3r:d sa for d .a5._ an}' kill, tC perscrs o tr or Il P tl F - ch= u`F _c, If G - ,r. S} I i read s •' R Hl•R Sr,FVc Y'N L f - rape+' ed A T C C RAY^ that Cunorama saf Earst h E rev -s d d t ... a_e - .. 5. 121 )l at the be9'nn of e urve tobeanav radius o` 2,051 cc[ 'repair} agencies, ' etas F 5 t icnt of alb airs in ^av Os °s in, _ ing a space abC'e Oxner's propetxy a t ae pre—,t_yract u�Eusr x15' a tablrshec by Greinance Na 7, 50 let F, City f p e, known a the Airport vEFle 2' ps 50.»' TNSNCr " e.t ..:e t .sic oE. in . _oethezly dared:cn the ostrru'eg along sa.:d ob c length of 543.23 feet with a delta aegle of 15 Zcnind Ord r. Ot the Dallz=-port Mcrtr. tntc-rnat io al h-sperc, c nice v ee Ns ss� follow-- 9 fcv a 0 S x 191 sus._ degree+ 119 m ?6 r rrdsvwhosea Cho id bears North Q_ s 9s 7 nods height. atOw°as vhe<her such damage shall a fv-,m, n vibration, fumes, uEtJ, EliC_h 01 ast a a d,snance cf 541 E4 feet to the POINT OF BLGINroIDtG,r<na cos .. 18 3e 4d do% foe] 0 3+tnricani Varttcles, a .thcr efftcca t may by c sed b, the >' GE g m- d ..tar. e cf 15L.62 feet Co .exz_ c of la -,d, mo e or .es.. [oft, tons+n at, C fakir rff ' a epa.v er z Ye= "Fa rc 9 _ g r , ope�z t... at o, dr. the a15'f Dall t W ,, :. n farnat.er,a i Now, ittrrrforr know act nun bg thest presents: set". ; ,.t e<c os c t tame .:f ]00.0, feet Lc a 3:F THAT Ne, Grapevine Hills Czoauiag, LP, tlo hereby adopt [has pevsyshot c .ren rod fcu-.i, e Y Flat If Gra Halla .=bTl y f damaged, y p �t r ffaliina'a frdrzff cf Crossing, Lota 3-6, ]clock A and Tract A, a adds tion to the City of G Dai'<.s fal..in h C t, fisrt a]^ci of C,na ceptf zs _ca.ea asst, w. th r and t Cnvnt. Yexas - g physics: deo and does her dedicate to the utriC v se, 5 h Sr 3� F tte e5pPlra dtoreeP 5 ec .. ^n+cAt < o.:sta a cf <O, OC fest to z '>7 right -'£away and as=emert shown hereon. by easeme sndvn hereoreare rer b Elmer, dust, fuel. and lubricant partic;=sr 1 .., _rcn .. r. .tamp= r.�.. _URVE:'I.N'Gn:OMPANY^ aY esyrwed for the FNIF _,d:cate9 e Itii>t}nea .Gail bee.:per r r alt - ..r Franchised p t ,rabies ! each pareiel3ar'v taTne fr of t Y agreed that tors Releass all 11 n b: -da p his heir= and t 3e d g _ _ o£ .95.01 feet t a st e Che. responsibi+icy o: the ptoFerty o o bub tel sns pevisc a sigp_, V. 'rtexest to s prcperc: riher agreed that r --ecesd= wts Y, c - e ea Eemerta ar a `e' d itt <...ped "FPT{!LF st,FTY, C' axnt'anry" ar the sout.ea_. N up c _ ti! Oe�Gc ?sorbeia .te 1 ehiii. b, recorded .i ry s =ha 1. be nsteaser' a hetl,w pze erect a/Geed neclid �t the C , r c—t e_ wbich }.e F'c _ sifaated. , et 'd k z, p t', -h s h "n.0 -said or ocher b} d f ht party a Cr i. the = c 5 d ;f I1 blzc ata litiee 1 < gyrtlgTYL 'OL ,ate:<as, this •71' da' I � i TBEN� - 65 - r.r-h:sac' ut ii.cy snail bare the full rigntin9•ear des. drk1-1 r ed r par Ye c I - 2110 A- m t' :f :.pQ h .t t �aF :b. the, impxdven S w h h- h - any' s:ayd= //' P FTH R 'Y Ph t 1 Cf h + S i�, B --}i —F --i —`— t_ Cr��. l 1 xd d h t ) %} f ,h t da 1 f shall It al+_it F - h f i , ' '14 11111 f the Deet fie c o n cc ex s n rot zs e N.i�._ a ,,Ie -, LF Bald ..c. <R. a 5 - r lin= c Ian.. o. na f,cm and V -d f Y p p "xaY 1 tib e 9 patrolling g CASE NAME: NTB GRAPEVINE MILLS CROSSING T�¢'s 3fafe of xas 4 E E E L a al k P c` d P P y C�auniy of 4 cnsE NUMBER Guo? -13 n r .r LOCATION: GRAPEVINE MILLS BLVD. NORTH C t a _nqr eco ae1 r n .. G p T an h d h 'i-, d' 9+ concern u dedi-ris._ -1 _ c, - e that the Eefdze ., .rbders_gned No a1y and for sa d Cc>nt} s s th z day L = le. e.,t r .an: tt ,. _1_dt 6966 1f one scatemet , a and c na13y appeared $catc[D. Re,tphrty,. r tc nucha Fere-r+o BETWEEN HWY 721 & FM 2494 Fi t o -la Cr .arra „ C s [� c - r"" n e i t c a o nribtd t g d 1 .has,:, -%ie ell -el one Tn' la a n P r al crd,tar.es role= r . P 4 TA&ieE sane fdz thaJn d - L- ,.. h e r. th AQ d 1 c s' al p tr 'd n t 'dr a. y .rape - xa . x. - e .,. > MAYOR SECRETARY a d' ]F. f � � wart. s �-� COt3PAA-rltxa,.i iz. cr_.c<k ec o+ =avC pix remp_d AP—Le, SER-1- I _re. Fa d y Ga+en t, my he.. a::d _ of c_ d 1 �.f �I LOO(. a , .'acne _ Fn.1. _ __,3_ df AA fA/1 rT%v- zw-. nd" -1vt i• 'DATE' t P Fl Sr ate of 1'zras TNP.ACS * 9F d >_ t r ct ' a I 1?- ` 11, y PLANNING AND ZONING COMMISSION p _. F (h _!. a!IF.Y_AC 5 R nP G My r' s.a , 1'xP1+'es' COMFe,N .. - at t - v_..e o If CNaMtle Anrce HaNip eI, S—eew El- T-er n r<t _. ,i e .a_<.... t:,=r-1 r. act Gl ec_r e oI I „rte° mmlaeta CHAIRMAN Mate of Qexas 4 r d 9 .c e a DATE: c: -..c .OMPA+y^. Qiountg of 9 §tatr of Texas 4 B.. m ed Ni a v Public i and f _d y t, -. 'hi, d SHEET; Z OF t5 t d 54 :d '_L a d f 2L OL fact M e ix p F 5 , P pnreY.nkncr. b t.eeP - h lbs Tiuntg of 19ruton N F 5 R }1 Y f'N P An} d a k 3 - led ed W me lat h v..ei m f � -h g n i a PP TAUTHORIZE T 3 1 h ce A RIN C DOES NO ANYCOANY WORK Af c y - 2E E_r:. = iy p F de h teisnexprassad Y y q r }', 1 g a d F fe 1. h S f- h I f p r ..F c Ma re 2 l.r:e a ,,. era, der m. n=,d a o £ rr, ce torr. tnF'�LiJ d t f,,„ _y IN CONFLICT Nina ANY CODES OR �`" - p d I .... h h yte ��ai8q h e na try n rr ORDINANCES c, < r d I - t A, a nt.. -D p a.t_ rr.le_ <r„ .a.Ysrji+ray'rr tat t ,e. a. a dDEPARTMENT Of DEVELOPMENT SERVICES '& 'y" Ci Y r.. c.ap ry 'R TI�NCp -: t'' o ` fY 1 (` 1 q I,e east. l; rte . � _ t di It c. 2Eec5 c .- se. i, car Etempad "N"J} _LrAVEf_N; rr P tl W�THAD HURLEY III p c abm } r n�e1 9e 9 1802 51.8115 I d r 12 o the s -11, e, oc..n.. r t f O K,3RCi0 01-7 1E - , l- .c w_[r _r cu t _irrt ng 111., In AF'00 Si4R„tkOP - 10.p3g / 5a- E 60 6 an 1211 790 Feet 5a- E AT VICINITY MAP 1"= 2000' x89- 4EE ' s 59031 a 'w Jct OST , .161135 E x-tis.. p- pLNMING ZONING OGM199ION: _ =. E .. _�1t-11AMI.1_-.ZI?y. �0____ 2550 y F aeff N 556 S 1 O' = OBE tl bfl 2 - 43tfi /.61142 .. r@s _ r�Y2Ld,L ... E - O n 3Tµ N,>v3,5'w _ AEC55 AEL— SS JS ]s�o 2sN GFAP! NE cx Tx c �(1 ) 32', O"w nJ"w< Nos 3 On , 30. _..____ r" `-i:4LiF�_— w ^B. w > so 5 711 1. —.1 fFinaf 41fat of - Um2.4` w s 1 aa. GrapevineMil s Crossing b 555=F w Rn;idQition to tfu City of �rapevt E `» G>5o_w Dallas and Tarrant ounty r e as se5. Lots 7-6, Block A, k Tract A Grapevine Mails Crossing :„'- ear ^u=w_ Being a replat of Lilt 2R. Block B, Grapevine Vineyard & E .11 WE Ec E , iw. '. 13.748 acres of unplatted land a 18.384 Acres " -Ir 1 dames Gibson Survey, Abs L. No. 586 �4. ow '0�� ' 1 James Gibson Survey, Abst. No 1^15 Lr= -4n_.._ -1- Zoned- OC E NO: CU06-5z -MAPCH2OC7-- Arthuf',L ve in Co.,Inc. r SurYg PratLand Surveyors e-iona7 OWNER /DEVELOPER 972-227-949 Fax 972-D21-4675 Gt peV ne, Mills cross,,) P pp Allen A(ien fX 825 Douglas Ave Ste- 950 Texas 76225 Ridinger . a, . s'• 75�> onData, Ctoct.SCOttDmphrey fOn lx- CauRe U B DRAIoN_'WTrr47-'C ^AIF:CI/0 `.c-. ,,0''1_``t'.rYf_ * •1TY 'r,G 2605309-4 III,pldl fled in Cobinel Ar . slts, r _-_ D.'s �c'�'..��_.��� \ MUYUMLNI \•.� PYLON 57CN MONUMENT GN -f-SIGN -1 GRAPEVINE MILLS BL -13N,— --------------- LVD C F -- ijuluuIuIL— I LJ T1, F _. r - — P- -- y: fj T ------ , 7 v - . r - — -------- --- rri7nr� rnTro nrrrnrizn�tl� I —' — -- - i : CONDITIONAL USE REDDEST TO AMMEND CU06-55 TO ALLOW FOR A N78 AND A POLE SIGN ON LOT 2. TBM: "X" CUT ON THE CENTER OF AN INLET LOCATED ALONG THE SOUTH LINE OF GRAPEVINE MILLS BOULEVARD, APPROXIMATELY 550' f EAST OF GRAPEVINE MILLS PARKWAY (o.k.a. EM. 2499). ELEVATION = 529.65` CASE NAME: NT8 GRAPEVINE MILLS CROSSING, CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH'.. 8ETWEEN HWY. 121 k FM 2499 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: = OF !.£" APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES t Ii V d' zz C e v a� m }n 3Y Z rv� _A F i/6�PtEOF yj7Tf'C4�\ sb t MCHAE7. S. ALLEN S 86188 fSZ�OENSF-� S eNAL LA 5 �so�oT 2 yJ 4 W www J Q � � co co L U Q SHEET 1 OF 1 LOCATION MAP \ Not T, S -l< PHASE 11 GRAPEVINE MILLS CROSSING k , 7,900 SF / F. = 528.70' LOT Z \ PHASE R 37,680 S.F. GRAPEVINE t 4 /T �` •.,. g -L MILLS CROSSING I Pbff Da." _ 1 oa r % GRAPHIC SCALE ( IN FEET ) 1 inch = 20 TL PAVING LEGEND DEPTH 3,600 PSI CONCRETE W/ /S O TB' EW. OVER 6U f PAW REQUIRED BY CEOTE04MMCPADE AL AS REWIRE}) BY GEOTECHNICAL ENGINEER. b' Sl TE ® till! BY OR AS REQUIRED BY O CEOTEC WI GEOTECHNICAL ETdGWFIIi- 37,680 SF. FOISTING FlRELANE ALL DEVELOPMENT STANDARDS REQUIRED CONSTRUCTED BY OTHERS tVPAL 25 FT.(MN.) 100 FT. SIDE YARD 20 FT.(M1Nj CRAPEME REAR TARO �. 34 FT - BUILDING HEIGHT 50 FT(VAX) 21=0(1 STORY) LOT COVERAGE 60 X (MAX) 21.011 FLOOR AREA RATIO 1.0 (MAX.) 0210 GOV 37,680 Y IMPERVIOUS SURFACE BDA(MAX) lPAW LOT N OYN �I 226 FT. LOT DEPTH 120 FT..(MIN) 117 FT PARKINGSUMMARY AUTO REPAIR (12 — ISP/500 SF.) 16 29 HANDICAPPED PARKING 1 2 TOTAL PARKING LOCATION MAP \ Not T, S -l< PHASE 11 GRAPEVINE MILLS CROSSING k , 7,900 SF / F. = 528.70' LOT Z \ PHASE R 37,680 S.F. GRAPEVINE t 4 /T �` •.,. g -L MILLS CROSSING I Pbff Da." _ 1 oa r % GRAPHIC SCALE ( IN FEET ) 1 inch = 20 TL PAVING LEGEND DEPTH 3,600 PSI CONCRETE W/ /S O TB' EW. OVER 6U f REQUIRED BY CEOTE04MMCPADE AL AS REWIRE}) BY GEOTECHNICAL ENGINEER. b' 6' DEPTH EW, O PSI CONCRETE CE SU o larAD Eo OVER m sED BY OR AS REQUIRED BY O CEOTEC WI GEOTECHNICAL ETdGWFIIi- 37,680 SF. FOISTING FlRELANE ALL DEVELOPMENT STANDARDS REQUIRED CONSTRUCTED BY OTHERS 1. ALL RADII ARE 2.0' UNLESS OTHERWISE NOTED. 2. CONSTRUCT CURBS PER CITY Of GRAPEVINE PAVING DETAILS (THIS SET) 3. ALL DIMENSIONS ARE TO THE BACK OF CURB. 4. ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. CONDITIONAL USE REQUEST TD AMMENO CU06-55 TO ALLOW FOR A NTB AND A POLE SIGN ON LOT 2. THE PROPOSED USE OF THIS SITE SUBSTANTIALLY CONFORMS TO THE APPROVED MASTER SITE PLAN AND GENERAL CONCEPT PLAN. LOT 2 SITE DATA SUMMARY TABLE (TAKEN FROM GRAPEVINE MILLS CROSSING MASTER SITE PLAN AND GENERAL CONCEPT PLAN.) EYISRNG ZONING C—C PROPOSED USE.. RETAIL BUILDING DATA TOTAL BUIUNNG AREA- 7,900 S.F TOTAL LOT AREA 37,680 SF. TOTAL 1MPERMOUS AREA ON 91E 30.035 SF. DEVELOPMENT STANDARDS REQUIRED PROMOED FRONT YARD 25 FT.(MN.) 100 FT. SIDE YARD 20 FT.(M1Nj f0 FT. REAR TARO 25 FF(MIN) 34 FT - BUILDING HEIGHT 50 FT(VAX) 21=0(1 STORY) LOT COVERAGE 60 X (MAX) 21.011 FLOOR AREA RATIO 1.0 (MAX.) 0210 LOT SIZE 217,800 4F. (MIN.) 37,680 Y IMPERVIOUS SURFACE BDA(MAX) 79-3% LOT N OYN 120 FT,(M/N,) 226 FT. LOT DEPTH 120 FT..(MIN) 117 FT PARKINGSUMMARY AUTO REPAIR (12 — ISP/500 SF.) 16 29 HANDICAPPED PARKING 1 2 TOTAL PARKING 16 19 TBM: "X" CUT ON THE CENTER OF AN INLET LOCATED ALONG THE SOUTH UNE OF GRAPEVINE MILLS BOULEVARD, APPROXIMATELY 550' t EAST OF GRAPEVINE MILLS PARKWAY (O.k.O. F.M. 2499). ELEVATION = 529-65' CASE NAME: NTB GRAPEVINE MILLS CROSSING'. CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH'. BETWEEN HWY. 121 & FM 2499 MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE _ SHEET: — OF i_ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES SI3oI0� FW - 0 0 TO a o 0 0 N y S 4 O � 7l 2 � a a (A C) 0 U1010 - SHEET RSHEET 1 OF CITY OF GRAPEVINE GENERAL NOTES: 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COPY OF THE BID PROPOSAL FOR ALL PUBLIC IMPROVEMENTS TO THE CITY OF GRAPEVINE AT THE PRE -CONSTRUCTION MEETING. THIS PROPOSAL SHALL INCLUDE UNIT COSTS, QUANTITIES AND AMOUNTS. 2. THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING A 5% INSPECTION FEE TO THE CITY OF GRAPEVINE AT THE PRE -CONSTRUCTION MEETING FOR ALL PUBLIC IMPROVEMENTS. 3. NO WATER JETTING IS ALLOWED FOR WATER, SANITARY SEWER AND STORM DRAINAGE CONSTRUCTION. 4. ALL TRENCHES THAT ARE EXCAVATED TO A DEPTH IN EXCESS OF FIVE (5) FEET SHALL BE EXCAVATED AND MAINTAINED IN A MANNER THAT MEETS ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. PRIOR TO THE EXCAVATION AND CONSTRUCTION OF THE TRENCH(ES), THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TWO (2) TRENCH SAFETY PLANS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH OSHA STANDARDS. 5. ALL EMBEDMENT AND BACKFILL SHALL BE WETTED TO APPROXIMATE OPTIMUM MOISTURE AND COMPACTED IN TWELVE (12) INCH LIFTS TO 95% STANDARD PROCTOR DENSITY. DENSITY TESTS SHALL BE OBTAINED FOR EACH FIVE (5) FEET OF DEPTH AND FOR EACH 100 LINEAL FEET OF TRENCH OR INCREMENT THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COPY OF ALL GEOTECHNICAL LABORATORY REPORTS/TEST RESULTS TO THE CITY OF GRAPEVINE, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY OF GRAPEVINE BUILDING DEPARTMENT AT (817) 410-3010 TO REQUEST A TREE PRESERVATION INSPECTION PRIOR TO ANY WORK COMMENCING ON THE SITE. 7. THERE SHALL BE NO FILLING IN THE FLOODPLAIN OR DUMPING WITHIN THE CITY OF GRAPEVINE WITHOUT AN EXECUTED "FILL" AGREEMENT. 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ALL FIELD CHANGES TO THE PLANS. THE PROJECT ENGINEER SHALL INCORPORATE THESE CHANGES INTO "AS -BUILT" RECORD DRAWINGS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION CONTROL IN ACCORDANCE WITH THE EROSION CONTROL PLAN PREPARED BY THE ENGINEER AND APPENDIX F OF THE CITY OF GRAPEVINE'S CODE OF ORDINANCES. 10. THE CITY OF GRAPEVINE'S CONSTRUCTION INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM 7AM TO 7PM, MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. OVERTIME CHARGES OF $45 PER HOUR SHALL BE PAID TO THE CITY BY THE CONTRACTOR FOR WORK OUTSIDE THE NORMAL WEEK (IE. 8AM TO 5PM, MONDAY THROUGH FRIDAY). SATURDAY WORK REQUIRES A FOUR (4) HOUR MINIMUM OVERTIME CHARGE. 11. EACH CONTRACTOR WITHIN THE PROPOSED DEVELOPMENT SHALL GUARANTEE THIER WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF FINAL ACCEPTANCE BY THE CITY OF ALL PUBLIC IMPROVEMENTS, MAINTENANCE BONDS SHALL BE IN AN AMOUNT EQUAL TO 25 PERCENT OF THE CONSTRUCTION COSTS OF THE IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES EXCAVATION/FILL FOR PUBLIC STREETS. 12, THE CITY OF GRAPEVINE CODE OF ORDANANCES SHALL BE ADHEARED T0, SPECIAL ATTENTION SHOULD BE GIVEN TO APPENDIX F, EROSION AND SEDIMENTION CONTROL. SECTION F OF THIS ORDINANCE ALLOWS THE DIRECTOR OF PUBLIC WORKS TO ISSUE A "STOP WORK ORDER" FOR ANY DEVELOPMENT, IMPROVEMENT, OR CONSTRUCTION WHICH IS IN VIOLATION OF THIS ORDINANCE, 13. ALL UTILITY RELOCATIONS WILL BE DONE AT THE DEVELOPER'S EXPENSE, CASE NAME: NTB GRAPEVINE MILLS CROSSING''. CASE NUMBER: CU07-13 LOCATION:' GRAPEVINE MILLS BLVD. NORTH' BETWEEN HWY 121 & FM 2499 SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: - _ OF /5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERACES ADDITIONAL GENERAL NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING STRUCTURES, UTILITIES AND SERVICES PRIOR 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF GRAPEVINE ENGINEERING Ute` 06 STANDARDS, CITY OF GRAPEVINE UTILITY POLICIES, AND THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS tzq STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, C r_-4 2. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE EXISTING UTILITIES. 4 CONSTRUCTION BEGINS. Q U 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OFFSITE OF ANY EXISTING PAVING AND o CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND STRUCTURES REMOVED. - a 4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD 0 THE CONTRACTOR TO LOCATE AND VERIFY IN THE FIELD ANY UTILITIES THAT MAY CONFLICT WITH CONSTRUCTION. CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY p FOR LOCATIONS OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL CALL 1-800-DIG-TESS, 48 HOURS PRIOR THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION, TO CONSTRUCTION. 3m U CITY OF GRAPEVINE (817)-410-3135 �J CO -SERV ELECTRIC (800) 274-4014 ATMOS ENERGY ALL EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETATION, OUTSIDE OF PROPERTY LIMITS DISTURBED 800) 545-6005 VERIZON 800 483-5000 DURING CONSTRUCTION SHALL BE REPLACED WITH EQUIVALENT MATERIAL BY THE CONTRACTOR AT NO ADVANTEXMICHAEL (877 238-6869 S ALLEN ¢ ADDITIONAL COST TO THE OWNER. COMCAST (800) 316-1619' TCI CABLE 539-0053 15. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFFSITE FROM THE EXISTING ROADWAYS AND (972) PROJECT SITE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED BY THE CITY OF AT&T (888) 289-7921 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 16. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEY, 7. WATER AND SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF GRAPEVINE'S COMPREHENSIVE AND DETAILED DRAWINGS (FOR APPROVAL) OF METHODS PROPOSED. STANDARDS AND SPECIFICATIONS. 17. 8. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 18. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING STRUCTURES, UTILITIES AND SERVICES PRIOR Z TO EXCAVATION AND CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR THE RELOCATION OF ANY W Lu EXISTING UTILITIES. 4 m U 11. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. (7 12. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD 0 CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY p THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION, 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES TO REMAIN AND U SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER. 14. ALL EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETATION, OUTSIDE OF PROPERTY LIMITS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH EQUIVALENT MATERIAL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 15. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFFSITE FROM THE EXISTING ROADWAYS AND PROJECT SITE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED BY THE CITY OF GRAPEVINE, AS A MINIMUM, THIS TASK SHOULD OCCUR ONCE A WEEK. 16. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT AND PROFESSIONAL MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS (FOR APPROVAL) OF METHODS PROPOSED. 17. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 18. CONTRACTOR IS RESPONSIBLE FOR GRASSING DISTURBED AREAS FROM BACK OF CURB TO THE RIGHT-OF-WAY AND AREAS OTHERWISE SPECIFIED ON THE PLANS PER COG SPEC NO. 3.0 AND NO, 3.11. IW 19. ANY WATER OR SANITARY SEWER SERVICE LOCATED OUTSIDE OF A STREET, ALLEY, OR EASEMENT SHALL BE INSTALLED BY A PLUMBER AND BE INSPECTED BY CODE ENFORCEMENT. 20. DURING CONSTRUCTION, ALL MATERIAL TESTING SHALL BE COORDINATED WITH THE CITY OF GRAPEVINE'S .� CONSTRUCTION INSPECTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATION FOR COMPACTION REQUIREMENTS. INITIAL TESTING WILL BE SCHEDULED, AND PAID FOR, BY THE OWNER, AND ANY LLJ REQUIRED RETESTING WILL BE SCHEDULED AND PAID FOR BY THE CONTRACTOR, Z 21. BACKFILL SHALL CONFORM TO THE CITY OF GRAPEVINE STANDARDS. � 22_ THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL THE WORK HAS BEEN COMPLETED AND ACCEPTED BY THE TOWN IN COMPLIANCE WITH TX.M.U.T.C.D. LATEST EDITION. 23. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO THE PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING. 24. ALL UNDERGROUND UTILITY WORK TO BE COMPLETED PRIOR TO FINAL SUBGRADE PREPARATION AND PLACING OF PAVEMENT. 25. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE COMPLIANCE WITH ALL HANDICAPPED ACCESSIBILITY o REQUIREMENTS, INCLUDING SIGNAGE, TEXTURES, COLORINGS, MARKINGS, AND SLOPES OF ADA ACCESSIBLE ROUTES oN o & RAMPS, AND PARKING SPACES. o o N 26. THE CONTRACTOR IS RESPONSIBLE WITH FAMILIARIZING THEMSELVES WITH BOTH THE PLANS AND EXISTING FIELD � o a > g o o CONDITIONS. THE CONTRACTOR SHALL INCLUDE ALL ITEMS FOR DEMOLITION IN HIS BID. IF THE CONTRACTOR HAS ANY Z QUESTIONS OR CONCERNS AFTER REVIEWING THE CONSTRUCTION PLANS AND INSPECTING THE JOB SITE, HE y SHALL CALL THE ENGINEER PRIOR TO BIDDING, o In o oovoo. o 27. THE CONTRACTOR SHALL CONSTRUCT THE TOP OF ALL ON GRADE CURB INLETS TO MATCH THE PROPOSED CURB SHEET GRADE SHOWN ON CONSTRUCTION PLANS. C--1 OF 12 ii •` C 0 / GRAPHIC SCALE o / 3'S m ro m �O o ry II 2 ( IN FM7) 1 i—h = 20 It dSSPSE OF res MICF+AEL. S ALIEN 86188 / fSS7ONA "0,0 \r \7 \ .F"xrmus .. x..rn5ss �s.RO r nvsroazr znea�s sa., . ui PAV/NG LEGEND 1lRELANE T9 BE ® J,N, �sco s� CONSTRUCTED ,. 1p OUMPSIER l 0?EIr W1 W RY OTIjERS r0 �- \ - \ ��' /3 O0 118' EIY VER F 3�600 �SCARIFACED LOCA noN� - :S?�L.,� _ ce IStOW SUPWADEAL fAS N R BY ou s' Otrnr .2,eoo Psr ccw w/ ACE OR AS REaxRBY D ` CSO U GWIrO88CAL DWCANEIIL Qi O DOS77NO f]REIANE ALL CO CONSTRTRflCIED BY OINWS z° J I .� CONNECTION i0 STATE HWY, 121 CO�By OTHERS) n'Y NOTES 1. ALL RAW ARE 20'UNLESS O7NERIII(SE NOTED. 2 CONSTRUCT CURBS PEA OTY OF OUOEI4NC PAYING OEiA85 TNI$ SEiJ. 3 ALL MY ARE 7D THE RACK OF CU.Pft TBM: "X" CUT ON THE CENTER OF AN INLET LOCATED ALONG THE SOUTH UNE OF GRAPEVINE MILLS BOULEVARD, APPROXIMATELY 550' 3 EAST OF GRAPEVINE MILLS PARKWAY (a.k- F.M. 2499). ELEVATION = 529.65' CASE NAME: NTD GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH BETWEEN HWY 121 k FM 2499 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE SHEET: _£_ OF i5 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES ki o � m < _ I O 9 W N o s, 'a O O Z N a � m N O O U 010 - SHEET LLSHEET C-2 OF 12 l i i / � ro 511.56. \ Szam \, \ "x r / 7,900-S F sza� / F. F _ A PGCE SIGN � saz is / ' sus saa 9� ,� y� —A I GRAPHIC SCALE ( ur rear > { 1 x—h - 20 IL NOTES: 1, LIMITS OF GRADING FOR THIS PLAN INCLUDE PROPOSED PARKING AREAS AND PAD SITE FOR THIS LOT ONLY. 2. FIRELANES AND PAD SITE SHALL BE BROUGHT TO SUBGRADE BY MASTER PLAN DEVELOPER. TBM: "X" CUT ON THE CENTER OF AN INLET LOCATED ALONG THE SOUTH LINE OF GRAPEVINE MILLS BOULEVARD, APPROXIMATELY 550' 3 EAST OF GRAPEVINE MILLS PARKWAY (o.k.o. F.M. 2499). ELEVATION = 529.65' CASE NAME: NTB GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORM BETWEEN HWY 121 & FM 2499 MAY - SECRET RY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: -? OF 15, APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES S. ALLEN ) 5'io%7 o _ o p i � O pT L 0 � D O n p r o p to D O U O d SHEET C-3 OF 12 WARNING!! CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION CALL 1-800-DIG-TESS CONTRACTOR TO PROVIDE 48 HOURS NOTICE - VARIABLE \ / CONNECT TO EXISTING 2'(SERN(.`A'. I INSTALL: / r 1 - 2' METER (DOMESTC)IMTFl ¢YPASS \ 1- ME)ERORRIGArm) tMiH BIPASS 2- Y GAJE VALYES; PER pTY Cf GRAPftjINE STAAbARD 70 oET N: 7039669.36 E 241860376 77 / CONNECT TO Ex 6' FIRE SVC SNB 141W9. 94 E. 2418909.41 VA RIA fV.E.� / 7, 900 S.F. I E6'CONNECT R1: Ex SVC. I I N 1039596.J5 E 241✓3300.61 / l EFL 52300' ------ SEE MEP PLANS 1 FOR COV77NUA770N OF S6RWCES TO BLDG. 6z) j 1 i 1 II LEGEND WATER LINE ------- WATER SERVICE --- -- SANITARY SEWER LINE ---- -- ---- SANITARY SEWER SERVICE BOUNDARY LINE - LOT UNE -- -- - - - - - FIRE LANE ACCESS & UTILITY EASEMENT L GRAPHIC SCALE o io m m ( IN FEET) J' 1 inch - 20 fL NOTES: 1. REDUCED PRESSURE ZONE BACKFLOW ASSEMBLIES LOCATED INSIDE OF BUILDING (SEE MEP PLANS FOR DETAILS). 2. CONTRACTOR SHALL CONNECT TO EXISTING SANITARY SEWER LATERAL. SEE MEP PLANS FOR SANITARY SEWER SERVICE CONNECTIONS, PIPING AND OIL INTERCEPTER DETAILS. 3. ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. TBM: "X' CUT ON THE CENTER OF AN INLET LOCATED ALONG THE SOUTH LINE OF GRAPEVINE MILLS BOULEVARD, APPROXIMATELY 550' t EAST OF GRAPEVINE MILLS PARKWAY (a.k.a F.M. 2499). ELEVATION = 529.65' CASE NAME: NTB GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH BETWEEN HWY 121 & FM 2499 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 8 OF FS APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT 1WTH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERMCES MICHAEL S. ALLEN 2 5/3,/,17 1 4 W w o 0 0 0 a 4 I � N W 0 S: a g O Z � � o N 10 O U 10 1 0 SHEET C-4 OF 12 X/ VARIABLE \ / CONNECT TO EXISTING 2'(SERN(.`A'. I INSTALL: / r 1 - 2' METER (DOMESTC)IMTFl ¢YPASS \ 1- ME)ERORRIGArm) tMiH BIPASS 2- Y GAJE VALYES; PER pTY Cf GRAPftjINE STAAbARD 70 oET N: 7039669.36 E 241860376 77 / CONNECT TO Ex 6' FIRE SVC SNB 141W9. 94 E. 2418909.41 VA RIA fV.E.� / 7, 900 S.F. I E6'CONNECT R1: Ex SVC. I I N 1039596.J5 E 241✓3300.61 / l EFL 52300' ------ SEE MEP PLANS 1 FOR COV77NUA770N OF S6RWCES TO BLDG. 6z) j 1 i 1 II LEGEND WATER LINE ------- WATER SERVICE --- -- SANITARY SEWER LINE ---- -- ---- SANITARY SEWER SERVICE BOUNDARY LINE - LOT UNE -- -- - - - - - FIRE LANE ACCESS & UTILITY EASEMENT L GRAPHIC SCALE o io m m ( IN FEET) J' 1 inch - 20 fL NOTES: 1. REDUCED PRESSURE ZONE BACKFLOW ASSEMBLIES LOCATED INSIDE OF BUILDING (SEE MEP PLANS FOR DETAILS). 2. CONTRACTOR SHALL CONNECT TO EXISTING SANITARY SEWER LATERAL. SEE MEP PLANS FOR SANITARY SEWER SERVICE CONNECTIONS, PIPING AND OIL INTERCEPTER DETAILS. 3. ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. TBM: "X' CUT ON THE CENTER OF AN INLET LOCATED ALONG THE SOUTH LINE OF GRAPEVINE MILLS BOULEVARD, APPROXIMATELY 550' t EAST OF GRAPEVINE MILLS PARKWAY (a.k.a F.M. 2499). ELEVATION = 529.65' CASE NAME: NTB GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH BETWEEN HWY 121 & FM 2499 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: 8 OF FS APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT 1WTH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERMCES MICHAEL S. ALLEN 2 5/3,/,17 1 4 W w o 0 0 0 a 4 I � N W 0 S: a g O Z � � o N 10 O U 10 1 0 SHEET C-4 OF 12 100 0 100 200 SCALE IN FEET POST -DEVELOPMENT CONDITIONS DRAINAGE AREA RUNOFF CALCULATIONS DRAINAGE I AREA N0. .} (-ff.) (mN) (InlM} (cb) (cto) (ch) WIN 5.17 I', l STORM SEWER CALCULATIONS INLET CALCULATIONS RUNOFF COLlEC710N POINT (inial 0.r Mwhde Upstream Oownstrwm $Lotion Station Distance 8eteaen Collection points (feet) INLET Oee'9^ Stam Frequen<Y CXA) Incremental Acc Wm , CA' CA' time at UP.,- $lotion (minutw) Design St Frequency (y,0..) AREA RUNOKF = dA N�au,c Gadient Boaed , pip. $Ise p.5" {tt./k.) In 541yay Ve4ocity SelectedBetvreen pstrea Stam Capacity Cdlecfion `�'"� POMts $Ize .Int 'Y1" (-t's') (f.p.s.) (f.p-s.) Hood Mad Losety of Loos U sfrwm CoeH. Stotan S2 Z K) (feet Carry-over From Upstrwm Inlet Total Gutter Flow Gutter Capacity Gutter Slops Goren Ty" SFJECTED INLET Corry-0.er To Dornatrwm Miet (cfe.) Nq Location tNne of Con- Intensity Intensity Runoff Me^ l' I'm CoeH. (A-} �0"s �Q rm Lw¢N (feet) Type t 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 76 17 18 14+89.58 13+55.59 179.99 41.33 0.80 33.06 33-M Q. 5.00 11.60 383.54 0,0030 0-0039 HxS 383.54 9.59 At UNE 'A' 100 10 5.60 11.60 0.80 1.37 7,23 1271 0 12.71 ---_ SUMP ---- 10 D.I. 0 ® UNE -A- 100 10 6.60 11.60 0.80 a89 4.70 826 0 8.26 ---- SUMP ---- 10 DJ. 0 ® LINE "A' 100 10 6,60 55.60 O.BO 0.37 1,95 3.43 0 3.43 ____ SUMP ---- GRATE 4 GRATE 0 A4 LINE "A' 100 10 6.60 11,60 0.80 1.25 6.60 11.60 0 "7- ---- $UMP -_-- 70 0., 0 FA -51 LINEA- 100 10 6.60 11.60 0,80 0.24 1.27 2.23 0 2.23 -__- SUMP ---- 10 D.i, 0 A7 UNE -A` 100 10 lw 11-0 0.80 0.83 4.}B 7.70 D >.ZD ____ SUMP --_- 10 D.1. D A8 UNE "A- 100 10 6.60 11.60 0.80 0.63 3,33 465 0 5.85 ---- SUMp ---- 10 D.I. O A9 LINE 'A- 100 f0 6.80 11.60 0.80 1.10 5.81 10.21 0 10.21 ---- SUMP __-_ 10 CI. 0 rAl-01 LINE -A- 100 t0 6.60 11.60 0.50 0.10 0.53 a93 0 0,93 ---- SUMP __-_ 22 DOCK DRAIN 0 [E1j LINE 'A' 100 10 6.60 11.60 0.00 1.81 9.56 16.80 0 16.80 ---- SUMP ---- GRATE 4 GRATE 0 Bi] LINE 'B` 100 70 6,60 11.60 0.80 0.33 1.74 3.D6 0 3.06 ---- SUMP ---- 10 D.L 0 B2 LINE 'El' 100 10 6.60 11,60 0-80 1,50 7.92 13.92 0 13.92 ---- SUMP ---- 10 D.i. 0 Q UNE 'B' top 10 6.80 11.60 0.80 1.70 8.98 15.78 0 15.78 ---- SUMP -�-- 10 D.I. 0 H4 LINE 'B' 100 10 6.60 11.60 0-80 1.12 5.91 10.39 D 10.}9 ---- SUMP ---- 10 C3. 0 85 UNE 'B' 100 10 8.80 11.60 0.80 1.53 8.08 14.20 O 14.20 ---- SUMP ---- 10 CA 0 ® LINE 'B` 100 10 6.60 11.60 0.80 0,57 3.01 5.29 D 5.29 ---- SUMP ---- 10 GL 0 B] LINE '8' 100 10 6.60 11.60 0.80 0.54 2.85 5.01 0 S.Ot ---- SUMP --- 10 C.i. 0 BB UNE 'B' 100 10 6.60 11,60 0.80 239 12.82 22.17 0 22.17 ---- SUMP ---- 10 D.1. 0 WIN 5.17 I', l I -------- NOTE. --- NOTE: OrFStlr DRAINAGE AREAS OS -1 AND 05-2 WERE DEtnGPED FRW 'AS BLYL I- 0RA6iAGE AREA MAP 6h3 81' USA PRWES9iWAL ' SERNCES GRWP INC DATED DEG:EMRER Zi 2003. LEGEND ® m m m ® ® DRAINAGE AREA DIVIDE -^► FLOW ARROWS 1 DRAINAGE AREA NUMBER 0.64 ACRES s.a3 app CASE NAME: NTB GRAPEVINE MILLS CROSSING CASE NUMBER: CUO7-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH', BETWEEN HWY 121 h FM 2499 MAYOR SECRETARY DATE-- PLANNING ATEPLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET; 4 OF 75 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFUCT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 5, ALLEN y 1 0 O 0 ¢ < I o = S h O U O >, a c c Y u 6 p p N i L N L O N C, 0 V O 1 d SHEET C-9 OF 24 -1 r - C STORM SEWER CALCULATIONS RUNOFF COLlEC710N POINT (inial 0.r Mwhde Upstream Oownstrwm $Lotion Station Distance 8eteaen Collection points (feet) INCREMENTAL DRAINAGE AREA Area profnoge No. Arca 'A' (Awes) Runoff Coeft. •C' Incremental Acc Wm , CA' CA' time at UP.,- $lotion (minutw) Design St Frequency (y,0..) Storm P'pa Rots S", Intensity Runoff "i' "0" 'Sp' (Inchee/hr.) (c,t. e.) (ft./it.) N�au,c Gadient Boaed , pip. $Ise p.5" {tt./k.) In 541yay Ve4ocity SelectedBetvreen pstrea Stam Capacity Cdlecfion `�'"� POMts $Ize .Int 'Y1" (-t's') (f.p.s.) (f.p-s.) Hood Mad Losety of Loos U sfrwm CoeH. Stotan S2 Z K) (feet 1 2 3 4 5 6 7 8 9 t0 ii 12 73 14 15 16 17 16 19 20 LINE "A' 14+89.58 13+55.59 179.99 41.33 0.80 33.06 33-M Q. 5.00 11.60 383.54 0,0030 0-0039 HxS 383.54 9.59 O.OQ 0.60 0-W 13+65.59 1}+00.79 264.80 1.80 0.80 1.44 34.50 10.00 5.00 11.60 400.25 O.00JO 00025 18,5 400.25 800 0.59 0.60 0.14 11+0G.79 10+46,67 54.12 7.20 080 0.96 35.46 10-00 5.00 11,60 471.30 00030 0.0026 10.5 411.38 823 6.GO 0.60 0.48 t0+46.67 8+2t.% 225.11 0.63 0.80 0.50 35.97 tD.00 5.00 11.60 417.2) 0.0030 D.OD27 10x5 41].23 834 8.23 0.60 0.45 8+21.% 7+]229 89.27 0.63 0.00 0.66 36.63 10.00 5.00 11.60 424.93 0.00.10 0.0028 10x5 424.93 8.50 8.34 0.60 adz 7+7229 6+6263 109,66 0.10 O.BD 0.06 16.71 10.00 5.00 11.80 426.86 0.0030 0.0028 i0x5 425.86 8.52 8.50 0-60 0-45 6+6263 S+ifl06 144.57 0.26 0.80 0.19 36.90 10.00 5.00 11.60 420.09 0.0030 O.DO28 INS 42809 H.% 8.52 0.60 0.4b 5+18.06 8+]5.87 42.18 1.25 0.80 1.00 17.90 10.00 5.00 11.60 439.69 0.0038 0.0030 5014 478.66 8.79 8.56 0.60 0.52 4+75.87 3+20.96 154.91 2fl32 0.80 22.66 b0.% 10.W 5.00 11.60 702.50 0.0038 0.0033 2-8x5 702.50 8.76 5.79 0.60 0.48 3+20.86 0+8333 237.67 0.37 0.80 0.10 6086 10.00 5.00 11.60 70593 00038 0.0033 2-6x5 705.93 802 876 0,60 0.49 0+53.77 0+50 33.73 9.60 0.80 7.74 68.60 1900 5,D0 51.60 795,76 O.OD38 0.0042 2-8x5 795.76 9.95 8.82 0.60 0.61 0+50 -3.95 53.95 0.89 080 0.71 69.31 10.00 5.00 11.60 800.02 0.0038 0.004) 2-8x5 50402 10.05 9,95 0.50 0.65 -3,95 -5,00 1.05 1.77 0.60 1.10 70.81 10.00 5.00 11.60 81573 0.0038 0.W44 2-8x5 816.73 10.21 10.05 0.60 0.68 UNE 'B' 14+41.00 13+92.76 49.24 0.52 0.80 0.42 0.42 10.00 5.00 11.60 4.87 0.0344 0.0021 18 19.48 1.71 0.00 0.60 0.12 13+92,76 11+65,57 227.19 241 0.80 1.93 2.34 10.00 5.00 11.60 27.19 0.0071 0.0077 27 27,59 6.Bd 2.73 0.60 0.66 tt+6557 11+26.36 19.21 0.57 0.80 O.a6 2.80 10.00 5.00 11.60 72.48 0-0032 0.0015 39 46.71 3.92 6.84 0.60 -0.20 it+26.36 B+4437 271.09 5.53 0.80 1.12 402 10.00 5.00 11.60 46.68 0.0032 0.0032 39 4571 5.63 3,92 0.60 0.35 8+55.17 5+7277 322.40 t.t2 0.80 0.90 4.92 10.00 1110 57.07 0.0060 O.OQ32 41 77.93 5.93 5.61 0.60 0.25 5+3277 i+Bp.00 332.77 1,70 0.80 1.36 6.28 10.00 5.00 11.60 72.85 0.0037 0.0052 42 72.85 7.57 5.93 0.60 0.55 7+80.00 0+45.63 134.37 1.50 0.80 1.20 7.4810.00 &DO 11.60 86.77 D.Dt12 0.0036 46 152.02 6.90 7.57 0.50 0.21 0+4563 0+10.39 35.28 0.33 0.00 0.26 7.14 1000 500 11.60 89.83 0.0112 O.ODJS 48 152.02 7.15 6.90 060 O'm I -------- NOTE. --- NOTE: OrFStlr DRAINAGE AREAS OS -1 AND 05-2 WERE DEtnGPED FRW 'AS BLYL I- 0RA6iAGE AREA MAP 6h3 81' USA PRWES9iWAL ' SERNCES GRWP INC DATED DEG:EMRER Zi 2003. LEGEND ® m m m ® ® DRAINAGE AREA DIVIDE -^► FLOW ARROWS 1 DRAINAGE AREA NUMBER 0.64 ACRES s.a3 app CASE NAME: NTB GRAPEVINE MILLS CROSSING CASE NUMBER: CUO7-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH', BETWEEN HWY 121 h FM 2499 MAYOR SECRETARY DATE-- PLANNING ATEPLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET; 4 OF 75 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFUCT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES 5, ALLEN y 1 0 O 0 ¢ < I o = S h O U O >, a c c Y u 6 p p N i L N L O N C, 0 V O 1 d SHEET C-9 OF 24 -1 r - C 93" 5 . x4 L£T + . If -- �'H""= 12 7 r_ONsr4'xs' nRno rN1 Fr 70 944.63 L.-... E:' 2418731�OQ��.r� T I O = 72 84 42 R - 1 _ TSTA. 532.77 �I '.STAB + 500 L I- A TA 1 0+00 LAI. B3 - -PI ADE StZ .0 A NSTALL:�39 $�08--60 WYE L -N: 703992. 6 1 E 2418 33. 5TA. 3+37. $z -Li E 21a18,,r89 j a r-__--- f,. SIZE BREAK & Pl� i I-- � SIZE CHANCE I E- - I N 7039888.25"- �". 124f6380.� - ' I i I SIA. -0+10.00 LINE A` STA. 0+'097 LAT. A4' DROP INLET = 4.38 PROPOSED BOX CULVERT CONST. 4x4' DROP INLET 'A4- 0 = 770 N.� 7039529.7J CGNS7RUCT J(/NC7TON 80X E. 2416374.60 - STA. 0+2688 LAT. A4' --7+72- R-- A` 5' & CONNECT TO EX. 10'x5 INSTALL: 1-12 30' BEND Q+QOAO LA jA6 STA. 0+00.00 LAT. A4 FL: = 52a 03 N: 7039545.92 RCB. BEGIN CONSTRUCTION STA. 0+52.00 LAT E. 2416420.42 A'"-7(739 2y.73-- ' CONST. 4'x4' DROP OF 2-8'x5' RCB. - ._�... STA_ 0+26.88 LAT A4 ` t.60-- - FL: - 524.36 ------ N: 7039572+67 FL: = 524.03 1 .28 E: 2418420.12 N 70,3956624 E 241$47020 --- ORDI� 1{1tET STA. 0+3043 LAT INSTALL 18 RCP . 0+00.00 LINE A' N 70395$768 X27 E' 241851790 E 2418970.84 2.2. -r'� STA 6+626J LINE GRAPEVINE MILLS BOULEVARD STA. 0+8333 LINE F - _ �--'1 ----$�-O'i`0395 �t1N `9-�.L7- -� STA 0+10.39 LIN �NNE,�:j18 0 �U A i✓ ^ �PRCPOSED BOX CULVERT _ N 703987853 ;er _ NOX"- -. _ 81----::-:1 _ ,_, E :2418906.221SIB9478-,,,a-- _-'_ k. , 1392. -- RLre1.--� NETOSTA 0+1443 LAT DROP INLET, 93" 5 . x4 L£T + . If -- �'H""= 12 7 r_ONsr4'xs' nRno rN1 Fr 70 944.63 L.-... E:' 2418731�OQ��.r� T I O = 72 84 42 R - 1 _ TSTA. 532.77 �I '.STAB + 500 L I- A TA 1 0+00 LAI. B3 - -PI ADE StZ .0 A NSTALL:�39 $�08--60 WYE L -N: 703992. 6 1 E 2418 33. 5TA. 3+37. $z -Li E 21a18,,r89 j a r-__--- f,. SIZE BREAK & Pl� i I-- � SIZE CHANCE I E- - I N 7039888.25"- �". 124f6380.� - ' I i I A7" CONNECT 1$` RCP TO �Qs STA. 0+'097 LAT. A4' DROP INLET = 4.38 PROPOSED BOX CULVERT CONST. 4x4' DROP INLET 'A4- 0 = 770 N.� 7039529.7J TOP. = 526.56 E. 2416374.60 _ = 5Y2 0� 6.60 STA. 0+2688 LAT. A4' --7+72- R-- A` 5' RT= INSTALL: 1-12 30' BEND Q+QOAO LA jA6 STA. 0+00.00 LAT. A4 FL: = 52a 03 N: 7039545.92 CONNECT t�" PVC TO L�S�D LLBOF�L'VERT [ STA. 0+52.00 LAT E. 2416420.42 A'"-7(739 2y.73-- ' CONST. 4'x4' DROP CONST 4x4 DROP INLET 241817 TOP- = 528.86 STA_ 0+26.88 LAT A4 ` t.60-- - FL: - 524.36 INSTALL 1-12" PLUG N: 7039572+67 FL: = 524.03 E: 2418420.12 N 70,3956624 E 241$47020 --- ORDI� 1{1tET STA. 0+3043 LAT INSTALL 18 RCP . Ab -_ N 70395$768 X27 E' 241851790 2.2. -r'� STA 6+626J LINE AC 703968K8. 'TF3aT876Z9E 4 -GRATE INLET A3' O� 1.95 O w 3.43 - STA. 0+09.33 I CONSTRUCT 4 - TOP. = 527,60 IT: = 52310 N 7039684.93 E.' 2418754.85 'A", 5' RT= E A; ro UL VER 9'- �OROP INLET STA. 0+00.00 LAT A7� A7" CONNECT 1$` RCP TO �Qs STA. 0+'097 LAT. A4' DROP INLET = 4.38 PROPOSED BOX CULVERT CONST. 4x4' DROP INLET 'A4- 0 = 770 N.� 7039529.7J TOP. = 526.56 E. 2416374.60 _ = 5Y2 0� 6.60 N: 703952354 Omo = 11.60 c C+ E 2478672.71 SIA. 5+18:06 LINE A , 5` 1T.= 4 7 6.,(. STA. 0+00.00 LAT. A4 CONNECT 18' RCP TO PROPOSED BOX CULVERT STA. 0+10.97 LAT A7" N 7OJ953J 10 CONST 4x4 DROP INLET E: 2418678.08 TOP: = 529.50 FL: = 525.00 N. 7039520.17 E- 2418369.22 T44ZF-- ^CQN.,S1' -- ARDP INLET 1--- TOP 524.3 27 LF !� 1, STA. 0+38.16 LAT 1" N. "70 9908111 ! 18' A �0 j 38 LF CONST. 4x T I�I 4 8 6. 9 I 3.41% 9 "-la-RC1'-'" - 22.14 l -1-z- - 0 04.11% f[e ._ 51764 I r; 48 RCP _ j _M 7039,933.91 -1_. - .E' i/24y90b4;99 1 ,C PT STA. 0+70.79 LINE I - INSTALL 9 B N I `.-87' 1 STA. 0+50.40 lNtr A; 9' 1T= `B2 N: 70 893.42 ! OROPC/NT,' STA 0+0000'L7� I `j E.- 24 88aZ 68_..i . _J -,� x 26 L� A2` ` / CONNECT 18- RCPT 70 ON T WYE t8` RC'P Os = 4.7 / CP .SED BOX CUL %' T f l A- +45.63 LINE. B" Oc Nr i'bJ9669-51 +00.00 LAT. 97` ®2142% jOrco = H.26 t STA - 48'x18" 60'18" 60' W1 170]I988222 STA +2 2 LAT j -241887207 C x4 -BPOP INLET 664 -; 321 x\14.18 4B3S'/ //; f, f. ,I a .ia: .._ P/' Y!- 4 1N 70 686 i 1U� 9 (2T V L24f 17, -1706. RCP 03 23 - 'E'"474 J 0 I O/ X70270 %� 1 �T'r""y, SFA. 2+35.07 LINE 'C"- / f ' - ; ���?� / BECIN 36" RCP y y CONSTRUCT 6: t TXDOT / Pt TA. 4+ 4 /N / \ SAFETY END 7RfA7TIEN`T / e^< 7039538.56 `� (SETP-CD) FL: 524.46 ¢� ' : 2478720 21 - N 7039556.99 ti 241915J95 t STA. 4+75.87. LIN A" / - '5TA. 0+85.36 CAT. -c1 / CONSTRUCT JUNCjVAN BOX CONSTRUCT tB CONC. / -- - BEGIN -/0'x5' M& CUL VW, -T IaL^.L 5,�7 - lJ _ 1: 52550 LN 470jjii99$3�5E N: 703957238 ` 24t8iQ0127, _ _ � E: 2419050.36 Ori= 1.17 -! Os = 149.53 - - ? STA. 2+68.88 LINE 'C' -- 0- C'=0- = 262.80 STA. 3+1564 LINE 'C', STAT"0+00.00 LAT "C7" END 36 RCP & - INSTALL: 36';18' 60' WYE - END 2-8'X5' BOX CU RT CONSTRUCT &I TXDO�T N' 7039528.58 COI -)CII TXOOT TYPE SAFETY ENO TR£ATil ; i E: 2479)35.63 PARALLEL W NGWALL ON (SETP-CO) 15' SKEW. FL: 524.63 FL: = 520.00 N: 703948925. 0 37.75 M 703951391 @ 2479110.27 E: 2418706.92 - WARNING! ! CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION CALL 1-800-DIG-TESS' CONTRACTOR TO PROVIDE 48 HOURS NOTICE 40 0 40 80 SCALE IN FEET CASE NAME: NTD GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH BETWEEN HWY 121 & FM 2499 MAY SECR TARY ',.. DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: L. OF Z APPROVAL DOES NOT AUTHORIZE ANY WORK li IN CONFLICT WIN ANY CODES OR !, ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES MICHAEL S. ALIN 5 31Z$101 co1 0 C) _z )� pUILu uj c v! y � a Lc LL ti W V CL (cr W Err"^^- vl W CL LIJ V Z Q 0 N _ Q I D � E o m 6 rn 0 o ro o n o o v C) I a` SHEET C-12 OF 24 I. ITa r - F INSPECTION SCHEDULING CONTRACTOR TO INSTALL. INSPECT. MAINTAIN, AND REMOVE ALL EROSION CONTROL DEVICES. INSPECTIONS SHALL OCCUR WEEKLY OR AFTER RAIN EVENTS OF A 1/2' OR MORE CONTRACTOR SHALL KEEP A COPY OF THE CITY OF GRAPEVINE EROSION AND SEDIMENT CONTROL MANUAL AT THE CONTRUSTION SITE AT ALL TIMES. I Y o rrawc, rw.x., mrt +Y xa �Ylwno E�igs6 vAF* w+row.+s rxxa-�-� ror�xF[ww�uix. Ixnx) TYPE A CURB INLET PROTECTION N.T.S. FILTER BARRIER SYNTHETIC FILTER FABMC SHALL BE B OUNCE PER SQUARE YARD FABRIC AND SHALL BE CUT FROM A CONTINUOUS ROLE TO AVOID JONTS. 8'x 6' WIRE MESH BACIONG IS REWIRED FOR ALL SILT FENCES. SIL72FENCE POSTS SHALL BE STEEL. T -POSTS WIN A MINIMUM LENGTH OF 3 FEET. SILIM04CE TES 94AU BE OF HEAVY DUTY WARE OR ZIP TES METAL POSTS SHALL BE SPACED AROUND THE PERIMETER OF THE SITE A MAXIMUM O' 3 FEET APART AND SECURELY DRIVEN INTO THE GROUND (MINIMUM O 18 WGiES). A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP AROUND THE OUTSIDE PERIMETER OF THE POSTS THEBFABPoC SHALL BE TIED TO THE POSTS AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED ALTO THE TRENCH. THE HEIGHT OF THE FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. THE7JRENCH SHALL BE BACK FILLED AND THE SOIL COMPACTED OVER THE FABRIC. CONSTRUCTION OF A FILTER BARRIER RMAIIIII Hilliol► is • ■ . ► .IiL�IQ TASK EROSION CONTROL MEASURES 1. ROUGH GRACING ALL SILT FENCE, STONE OVERFLOW STRUCIVRFS & CONSTRUCTION DURANCE / EMT SHALL BE INSTALLED ONN NOW TO THE INEDATI OF ROUGH GRADING CONSTRUCTION ENTRANCE AND ROCK FILTER DAMS TO BE INSTALLED AT THIS TIME. 2. UTIUTY A STORM ALL SILT FINE SHALL BE INSTALLED PRIOR TD THE IFFADON OF ALL UTAHY WNSOWTON. INSTALLATION LION THE COIBtEDON OF STORM SEWER INVAUADON TYPE A AND B ME PROTECTORS TO BE INSTALLED. 3. FINE GRADING ALL PRIOR ERDSCN CONTROL MEASURES INSTALLED ABOVE TO BE MAINTAINED DURING FINE GRADING AND THROUGHOUT THE REMAINDER OF THE PROJECT. 4. PAVING ALL PRIOR ER09ON CONTROL NEAWRE5 INSTALLED ABOVE TO BE MAINTAINED DURING PAVING AND THROUGHOUT THE REMAINDER OF THE PROJECT. 5. FINAL All EROSION CONTROL MEASURES TO BE REMOVED AT THE CONCLUSION OF THE PROECT AS DWCTFD By THE CITY OF GR — IBM: "X" CUT ON THE CENTER OF AN INLET LOCATED ALONG THE SOUTH LINE OF GRAPEVINE MILLS BOULEVARD, APPROXIMATELY 550' t EAST OF GRAPEVINE MILLS PARKWAY (O.k.O. F.M. 2499). ELEVATION = 529.65 CONNECT O TO STATE HWv_ 12" (BY OTHER) LEGEND SILT FENCE — -- - EXISTING CONTOURS P INLET PROTECTOR 20 0 20 40 SCALE IN FEET STANDARD EROSION CONTROL GENERAL NOTES I. EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF THE LAND DISTURBING ACTIVITIES ON THE PROJECT, 2 ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED M ACCORDANCE WITH THEAPPROVED PLANS AND SPEGFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CDNSTRUC71ON BY THE DESIGN ENGINEER AND THE CITY OF GRAPEVINE ENGINEERING DIVISION. 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEMCES WILL BE REWIRED ON SITE a OFF-SITE BORROW OR SPCIS AREAS ARE CONSIDERED AS PART OF THE PROJECT SITE, AND MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMPS TO CONTROL OFTSITE SEDIMENTATION AND THE ESTABUSHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. 5. INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE WASHOOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER OMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE -GRADING OR THE ADDITION OF NEW STONE MA BE REWIRED TO MAINTAIN THE EMCRNCY OF THE INSTALURON. CONTRACTOR SHALL HAVE A COPY OF CITY OF GRAPEVINE EROSION AND 8. SEDIMENT CONTROL MANUAL ON SITE AT ALL TIMES CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. 7. AND ANY ADDITIONAL INFORMATION REMA90 BY THE EP.A CONTRACTOR SHALL COMPLY WITH ALL E.P.A. STORMWATER POLLUTION PREVENTION REQUIREMENTS. CASE NAME: NTB GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH BETWEEN HWY 121 & FM 2499 MAYOR SECRETARY DATE PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: L/ OF Z,:� APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES MICHAEL S. ALLEN 5 13o'D% W Z } uj a co LL. co O z Q VJA� O U O vJ O W O o p D a m 4 i n a ry 0 S a 2 O v � v D C,O o 3 U m rn oovo a SHEET C-7 OF 12 LANDSCAPE TABULATIONS SITE LANDSCAPE, REQUIRED: 15% OF LOT AREA TOTAL LOT 31016 SF x 15% - 5652 Sr OF LANDSCAPING PROVIDED: 6651 SF (Ilb%) INTERIOR PARKING AREA LANDSCAPE GROSS PARKING AREA, 13)02 8F RECUIRED. 10% OF REQUIRED GROSS PARKING AREA 13,102 SF x 10% . 1310 OF PROVIDED= 1626 SF (R,4%) REQUIRED: I TREE PER 400 SF OF INTERIOR PARKING AREA 1310 SF / 400 SF . 4 TREES PROVIDED= 4 TREES PERIMETER LANDSCAPING REQUIRED: i0' LANDSCAPE SETBACK PROVIDED:10' LANDSCAPE SETBACK REQUIRED: I TREE PER 50 LF: 293 LF . 6 TREES PROVIDED: 6 TREES NON -VEHICULAR OPEN SPACE: TOTAL SITE 31,616 SF x 15% = 5651 5F NIA LANDSCAPE REQUIRED TOTAL NON _VEHICULAR LANDSCAPE PROVIDED = 5095 SF 13.5% OF SITE IN NON -VEHICULAR OPEN AREA REQUIRED: I TREE PER 2500 SP OF NON-VENIOULAR OPEN SPACE 605i SF / 2500 SF - 3 TREES PROVIDED: 6 TREES Z ACENT l671;i..E1 Plant List 4 Cedar Elm / Ulmus crassifolla 3" cal. / 8'-10' ht. /5' sp. / In A b 6 5ald Cypress I Taxodlum dlstichum 3" cal. / 8'-10' ht. /5' ap. / container grown 95 Dwarf Burford Holly / Ilex cornuta burfordii nana 5 gaL container / 24" ht. / IS" sp / 30" oc, 4 Nellle R Stevens Holiy / Ilex X 'Nellie R Stevens' 5qqal. costa In / 36" ht. / 36" sp / 60" o.c, 656 SQ. YDS. Bermudagrass / Cynodon dactylon So[Id Sod as Noted on Plan GENERAL LANDSCAPE NOTES I. All landscape areas are to be received within ,i' of proposed Finish grade and free From all trash and debris - 2. All trees are to be planted in pits twice the diameter of the tree ball and no deeper than the depth of the ball, acarifq all tree pit aides prior to planting. All tress are to be planted plumb and at or slightly above finish grade. All tree pits are to have a 3" waging saucer formed around the perimeter or the pit. All tree pits are to be top dressed with a 2" layer of shredded hardwood mulch Stake and / or guy trees only at the dRectlon of the landscape architect. 3, Rotovete the exteting sof[ of all planting bed. to a minimum depth of 6". Add a 3" layer of premium compost as supplied by Living Earth Technology and till into the top 3° of the existing toll. Install all shrubs I" above finish grade and Fertilize with Agri -Form slow release Fertilizer tablets at the manufacturer's recommended rates of application, Top ores. all planting beds with a 2" layer of ah-edded hardwood mulch. 4. All planting beds not Formed by a concrete oirb or sidewalk ars to edged with Steel Edging (1/8"x4u painted green) or an approved equal. All edging stakm are to be placed to the inside of the bed and the top of the edging Is to be no less than 1" and no more than 15" above proposed finish grade. 5. All turf areas are to be hydromulch 5ermudagrass, unless th oerwise noted on the plan. 6, Nydromulch with l5ermudagrass seed at a rate of two (2) pounds per one thousand (1000) square feet. If installation occurs between September I and April 1, all hydromulch areas to be Winter Ryegraes at a rate of Four (4) pounds per thousand square Feet. Contractor "it be required to re-Ndromuich with Bermudagrass the Following growing season, 1, All sodded areas are to receive common bermuda sod laid parallel to the contour of the land. All sod on slopes greater than 1:4 Is to be pinned with I"xt"x12" wooden stakes, All sod is to be laid with tight ,joints and with all points staggsreL Roll all sod with a water ballast lawn roller upon installation and fertilize with a complete Fertilizer 113-13-137 at the rate of 15° actual nitrogen par 1000 square feet, water ell sod thoroughly. 8. All irrigation meter(s) are to be by utility contractors as per local codes. irrigation sleeves to be installed by licersed irrigation contractor as per the plan. S. All irrigation controllers are to have mint -click freeze and rain stats installed as per manufacturer's recommendations. 10- All irrigation sleeves to be by IIG�ed irrigation contractor. All sleeves to be PVC schedule 40 with SO degree elbows on both ends with extensions protruding 18" above proposed finish grade. It. All turf and planting beds to be zoned separately. All planting bed head. to be on 12" pop-up risers. All turf heads to be on 4" pop-up risers. All valves to be plastic valves. All equipment to be Rainbird or approved equal. 12. All mainline and lateral line to have a minimum of 12" of cover and to be SDR (class 200) pipe. 13. Quantities shown on plant list are landscape architect's estimate only and should be verified prior to bidding- Contractor shall be responsible For bidding and providing quantity of plants required at spacing designated For bed sizes and configurations shown on the plans regardless of quantities designated on plant list. IRRIGATION NOTES. L All landscaped areas shall be Irrigated with an irrigation system capable of providing the proper amount of water For the particular for the particular type of plant material used. Irrigation will be provided by an underground sprinkler syatem, or a subterranean drip drip system as approved by the City Arborist - 2. Automatic underground irrigation syatem shall be equipped with freeze guard set at 38 degrees F. 3. Areas of open space which contain preserved trees need not be Irrigated if the Clty Arborist determines irrigation would be harmful to the preserved trees. MAINTENANCE NOTE THE OWNER TENANT GNP THEIR AGENT. F ANT, SHALL BE JOINIt.Y AND SEVERALLY RE°..i�NSIBLE FOR THE MANVE NAJCE OF ALL LANOSCAPNG AND IRR aAT10K ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND OR DERd.Y MANNER AT ALL TIMS5 THIS SHALL INCLUDE Mow rG, EDGING, PRUNW.:, FERULiZRNG, WATERING, LLEEOING AND OTHER SUCH ACTIVITIES C01410N THE THE MANTEKANCE OF LAN05CAPNG. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER WEEDS FWD OTHER &IGH MATERIAL OR PLAITS NOT A PART DF THE LANDSGAPNG. ALL RANT MATERIALS SHALL eE MANTANED N A HEALTHY AND GRCYflNG CONDITION AS 15 APPROPRIATE FOR THE SEAF N CF THE YEAR ALL ?dR*ATIGN HEADS WHICH ARE BlmKEN AND ROW WATER SHALL BE REPLACED OR REPAIRED ".-IEJiATELY TO PREVENT THE WASTE OF WATER 20 TO 0 20 40 SCALE: i' = 20' - 0- CASE NAME: NTE GRAPEVINE MILLS CROSSING CASE NUMBER: CUO7-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH BETWEEN HWY 121 & FM 2499 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: Lz OF LS APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT 'NTH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES MESON LandP&tterns, Inc. WUM�{» C.awi Laewicepe 4�Yilen.ra:. WM Oak Laws Avarua, &Rs 320 D.bA T- 75M T ZW-2p-311113 P 2W -20-7M op c of +y rr C@O)afLG t w+as x ocmvs..m U P � U S J O N a >, U � s a � U w O N O w L o SHEET LP -1 of 1 FINISH GRADE Il' , / / POP-UP SPRAY CASE NAME: NT8 GRAPEVINE MILLS CROSSING CASE NUMBER: CU07-13--- '�. /� .;'\ BARBED ELBOW LOCATION: GRAPEVINE MILLS BLVD. NORTH _ , �' - \ BETWEEN HWY 121 & FM 2499 - � j t I:.., 1; 2" SWING PIPE BARBED ELBOW \ MAYOR SECRETARY v / PVC LATERAL LINE EpATE: \ !•A \\: PVC 1/2" THREADED TEE -:` PLANNING AND ZONING COMMIlkSION .. ..� CHAIRMAN INSTALLATION DETAIL / .. _ L OA- _� >0, r 1 4" POP-UP TURF SPRAY fr\AES NOT AUTHORIZE ANY WORK10HCT WITH ANY CODES OR/ORDINANCES �OF DEVELOPMENT SERVICES.8{ i ..__,..__.�. Vii/ HUNTER WALL / t 8H �4" SLEEVE ' 4' SLEEVE 2" CONDUIT CONTROLLER r W/ RAIN AND FREEZE SENSOR '2 --- - ✓ I 0 3/4" SENSOR •_>.' qpq WIRING CONDUIT 48" ABOVE FINISH GRADE 2" CONTROL ICS' r�� )4.. SONO T R CONDUIT f _ IRR CA7 METER (a 50 - WIRING .,0 Ul DOABLE CHECK ASSEMBLY 4" SLEEVE .� l3J H i 2 C \ G C D 3 POWER W9RING ?�'�i CONDUIT I / H INSTALL PER HUNTER SPECIFICATIONS 8H > - y0H - - INS'ALLATION DETAIL H r ;} A_ �3% WALL -MOUNT CONTROLLER 'OH f6)5H I r 10" AMETEK VALVE BOX 20CR38SdF37P'41�1PLi�z=NIWF1Y11t[ 1Ydz _ FINISH GRADE COPPER PIPING FLOW FROM METER VALVE BOX EXTENSION Sfi $ r$FL 8N bf' fiP� '81i: -Eh 8N' E}i Rri 8(i tj bHA-: BH' �f2 6 - 4! c 5 4., g' ala yi .. Y VAI VF ROX INSTALLATION DETAIL `�DGUILE CHECK VALVEASS=. t,YiLl r. SSY. FINISH GRADE 18" PIER PIPING TO CHANGE SCH40 PVC MAINLINE 12' "SIDE VALVE BOX GRAVEL LA (EP WATERPROOF WIRE CONNECTIONS vow CONTROL WARE COIL PJC E:L MAINLINE TEE C AMETEK VALVE BOX — FINISH GRADE HUNTER AUTOMATIC VALVE PVC UNION CC REDUCER BUSHING (if required.) �— 6' GRAVEL LAYER V— MALE ADAPTERS INSTALLATION DETAIL E ...� ZONE VALVE ASSY. QUICK COUPLER VALVE "S,F ELL TT S.S. CLAMPS 30 NIPPLE C C ANGLE IRON _ SUPPORT f_T.EL IT C O 6" GRAVEL LAYER PVC MAIN LINE PVC TEE INSTALLATION DETAIL QUICK COUPLING VA.IVE 16 GAGE SHALL BE THE MINIMUM WIRE SIZE. /TIE A LOOSE 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER -TAPE AND BUNDLE / THAN 30' UNTIE ALL LOOPS AFTER 24 VOLT WIRING CONNECTIONS HAVE BEEN MADE. AT 10' INTERVALS LATERAL CONTROL WIRES MAIN SUPPLY BACKFILL MATERIAL SHALL BE FREE FROM ROCKS OR HEAVY UNSUITABLE SUBSTANCES WHICH COULD DAMAGE THE PIPE OR CREATE UNUSUAL SETTLING PROBLEMS. BACKFILLING SHALL BE DONE IIV 6 INCH LAYERS AND TAMPED DOWN AFTER EACH LAYER IS PUT BACK TO PREVENT EXCESSIVE SETTLING. INSTALLATION DETAIL MAINLINE, LATERAL AND WIRING FREEZE SENSOR RAIU 'ENS( INSTALL PER HUNTER SPECIFICATIONS INSTALLATION DETAIL ( ZCLIMATE SENSORS WALL NDUIT GENERAL IRRIGATION NOTES CALL TEXAS ONE -CALL AT 1-800-344-8377 FOR INFORMATION ON THE LOCATION OF ALL UNDERGROUND UTILITIES. CONTACT PRIOR TO DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE UTILITIES (BOTH OVERHEAD AND BURIED) WHICH MAY OCCUR DUE TO HIS ACTION OR LACK OF ACTION ON THE PROJECT SITE DURING LANDSCAPE OR IRRIGATION INSTALLATION. CONTRACTOR SHALL SEEK THE ASSISTANCE OF LOCAL UTILITIES AND THE OWNER IN LOCATING THE UTILITIES PRIOR TO PERFORMING TRENCHING OPERATIONS IN ANY AREA. TRENCHING OPERATIONS SHALL NOT OCCUR UNDER THE DRIPLINE OF EXISTING TREES UNLESS ABSOLUTELY NECESSARY IF CONDITIONS DO NOT ALLOW FOR TRENCHING TO BE DIRECTED AROUND DRIPLINE, THE TRENCHING SHALL BE DONE RADIAL WITH THE EXISTING TREE TRUNK. CONTRACTOR SHALL CAREFULLY VERIFY A MINIMUM RESIDUAL WATER PRESSURE OF 6OPSI © 35GPM ADJACENT TO THE WATER METER LOCATION. IF THE MINIMUM WATER PRESSURE IS LESS THAN 60 PSI, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH AND SHALL RECEIVE OWNER'S APPROVAL PRIOR TO BEGINNING INSTALLATION OPERATIONS. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF SLEEVES AS SHOWN ON THE DRAWING. EXTEND SLEEVES 2' BEYOND BACK OF CURB AND CAP UNTIL CONTRACTOR IS READY TO BEGIN INSTALLATION OF SYSTEM- STAKE LOCATION OF SLEEVE WITH T -POSTS AND FLAGS. GENERAL CONTRACTOR SHALL PROVIDE J -BOX (115VAC POWER) TO THE CONTROLLER LOCATION AND A 2` CONDUIT FROM THE CONTROLLER FOR VALVE WIRES. IRRIGATION CONTRACTOR SHALL HARDWIRE TO J -BOX, THE IRRIGATION DESIGN IS DIAGRAMMATIC. THE INTENT OF THE DRAWINGS IS TO SHOW THE GENERAL LAYOUT AND LOGIC OF THE SYSTEM. SCALED MEASUREMENTS MAY NOT BE ACCURATE. ACTUAL LOCATIONS AND QUANTITIES OF PIPE AND FITTINGS MAY VARY DUE TO FIELD ADJUSTMENTS FOR EXISTING AND NEW TREES AND OTHER OBSTRUCTIONS TO PROVIDE THE PROPER AND INTENDED COVERAGE. CONTRACTOR SHALL INSURE THAT THE IRRIGATION MAIN LINE AND VALVES ARE INSTALLED WITHIN THE PROERTY LINES. ANY LINES SHOWN OUTSIDE OF NORMAL INSTALLATION CORRIDORS ARE FOR PRESENTATION PURPOSES ONLY. CONTRACTOR SHALL CLOSELY FOLLOW THESE CONTRACT DRAWINGS, THE IRRIGATION SPECIFICATIONS, AND THE SPECIFIED RECOMMENDATIONS OF THE EQUIPMENT MANUFACTURERS TO INSURE PROPER INSTALLATION OF THE IRRIGATION SYSTEM. CONTRACTOR SHALL IMMEDIATELT' CONSULT WITH THE OWNER WHENEVER THERE APPEARS TO BE A CONFLICT BETWEEN ANY OF THE ABOVE MENTIONED DOCUMENTS. PROVIDE TEMP. IRRIGATION TO AREAS DESIGNATED ON LANDSCAPE PLANS. FOLLOW ALL LOCAL AND STATE CODES. LEGEND SYMBOL DESCRIPTION CONTROLLER ROTOR O TURF SPRAY y' SHRUB SPRAY REMOTE CONTROL VALVE Y! DOUBLE CHECK DETECTOR Ml WATER METER ® QUICK COUPLER ------ MAINLINE PIPING SLEEVE PIPING LATERAL PIPING 1 STATION NUMBER T VALVE SIZE GPM (APPROX.) MANUFACTURER HUNTER ICC W/ RAIN& FREEZE SENSORS HUNTER PGJ HUNTER INST-04 HUNTER INST-12 HUNTER ICV I" FEBCO MODEL 805Y t" METER HUNTER H33DRC 2' SCHEDULE AO SCHEDULE 40 CLASS 200 (SDR 21) .....V` ?flit :... SCOTT _E ...HORNICK r , DATE: 2`=JU' SIGNED SMOOTH FACE CMU �\ WITH FLUSH JOINTS EF -3 \\j.-•. Y° SPLIT FACE CMU -- PAINTED EF -2 SMOOTH FACE CMU PAINTED TO MATCH EF -6 CANOPY l a SINGLE SCORE SMOOTH FADE CMU PAINTED 1 EF -5 CTTTTTT�"-T"' SINGLE SCORE SMOOTH FACE CMU PAINTED d EF 3 "M / STOREFRONT ALUM. SPLIT FACE CMU i STOREFRONT SYSTEM PAINTED EF -5 SIDE ELEVATION SCALE: 178"=1'-0" 5 NOTE�W] �RESTOO �-IREI.111 �-El�. FANS ARE �4 1 \Y/ OOFT OPDDER OREQUIRED. \ S MOOTH FACECMU PAINTED TO MATCH EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL BOLLARD PAINTED TO MATCH (T_ �OVERFLOW SCUPPER, TYP. I � - �;ii�` - BOLLARD—___�(� 1LL.'.Il Ill iil \ I — r I'I — �I \OVERHEAD DOOR TO -ELECTRICAL SERVICE --%-' (t101 -LOW METAL FRAME PREFINISHED DOWNSPOUT METAL ROOF DECKING 8"CMUPAINTEDTOMATCH� IIi ENTRANCE AND DOOR TO MATCH EF -2 (GUARD TO MATCH PAINTED TO MATCH EF.2 EF3 EF -2 SOLLARDS PANTED— [:= TO MATCH REAR ELEVATION SCALE:1/8"=1,-0.---- --- - — -- A�EL ROOFUNE BEYOND --� PREFINISHEDMETAL ---1`� COPING Wl1" STANDING \ AC -1 SEAM END JOINTS V� 166 a T0. BAND BIN E SCORGC E SMOOTH FACE CMU PAINTED TO � MATCH SMOOTH FACE CMU EXHAUST OPEI PAINTED TO MATCH SEE thI EF 6 BOLLARD PAINTED TO- SMOOTH FACE CMU EF -6 MATCH PAINTEDTO MATCH SIDE ELEVATION � SCALE1/8"=1'-0" 1 12 3 4\ 4A OVERFLOW SCUPPER, TYP—' "-y—/ \ �T'l / PREFINISHED MEALT COPING Wt','$TANCING ROOF LINE BEYOND-- ( OVERFLOM1 ~,q�SEAMEND JOINTS PREFINISHED METAL �1. SCUPPER. TP. \ COPING W/1 -STANDING ` r• e2'-0- T.O. PTI-,4Si"ek ACt SEAM END JOINTS �% 0 16'-B-T.O. AND I S- IG SMOOTH FACE CMU ' "--�''" EF -6 PAINTED TO MATCH rL- EC`1-RiCAC"�' - ffi SINGLE SCORE SMOOTH a FIX RE SEE Y — '-a FACE CMU PAINTED TO (-- a F<�CTRICAL �- CO B.QCAf10PY _ "- EF -5 MATCH --� PREFINISHED SCUPPER AND b - -- EF - 2 DOWNSPOUT SM00THFACE— } _ EF -3 CMU PAINTED OVERHEAD DOOR PAINTED I EF -2 TO MATCH --- -- -- —' — ,T I SINGLE SCORE CMU PANTED -- EF -3 TO MATCH \ ��`_ERONT ELEVATION ------- ---- —__ _ `"4 ' SCALE, 1/8"=1'-0" PREFINISHED METAL COPING W/1' STANDING AGt SEAM END JOINTS —'-- ROOF LINE BEYOND BAN' SINGLE SCORE $MOOTFI FACE CMU PAINTED TO EF -S MATCH SMOOTHFACECMU PAINTED TO MATCH SMOOTH FACE CMU PAINTED MATCH �Z� I COPING Wlt' STANDING METAL AG]PREEAINMSEEDDJOINTS OVERT LOW SCUPPER, TYP. SW # 6258 TRICORN BLACK SHERWIN WILLIAMS EXTERIOR LIGHT-------� ( l -' FIXTURE -SEE - SEE ELECTRICAL - ROOF LINE BEYOND ELECTRICAL PAINT HOLLOW METAL---, DOOR AND FRAME ('— TO MATCH = EF -2 �'.. 1 12 3 4\ 4A OVERFLOW SCUPPER, TYP—' "-y—/ \ �T'l / PREFINISHED MEALT COPING Wt','$TANCING ROOF LINE BEYOND-- ( OVERFLOM1 ~,q�SEAMEND JOINTS PREFINISHED METAL �1. SCUPPER. TP. \ COPING W/1 -STANDING ` r• e2'-0- T.O. PTI-,4Si"ek ACt SEAM END JOINTS �% 0 16'-B-T.O. AND I S- IG SMOOTH FACE CMU ' "--�''" EF -6 PAINTED TO MATCH rL- EC`1-RiCAC"�' - ffi SINGLE SCORE SMOOTH a FIX RE SEE Y — '-a FACE CMU PAINTED TO (-- a F<�CTRICAL �- CO B.QCAf10PY _ "- EF -5 MATCH --� PREFINISHED SCUPPER AND b - -- EF - 2 DOWNSPOUT SM00THFACE— } _ EF -3 CMU PAINTED OVERHEAD DOOR PAINTED I EF -2 TO MATCH --- -- -- —' — ,T I SINGLE SCORE CMU PANTED -- EF -3 TO MATCH \ ��`_ERONT ELEVATION ------- ---- —__ _ `"4 ' SCALE, 1/8"=1'-0" PREFINISHED METAL COPING W/1' STANDING AGt SEAM END JOINTS —'-- ROOF LINE BEYOND BAN' SINGLE SCORE $MOOTFI FACE CMU PAINTED TO EF -S MATCH SMOOTHFACECMU PAINTED TO MATCH SMOOTH FACE CMU PAINTED MATCH �Z� I COPING Wlt' STANDING METAL AG]PREEAINMSEEDDJOINTS OVERT LOW SCUPPER, TYP. SW # 6258 TRICORN BLACK SHERWIN WILLIAMS EXTERIOR LIGHT FIXTURE- ( l / - SEE ELECTRICAL - ROOF LINE BEYOND EF - 3 PAINT BM # HC48 BRADSTREET BEIGE BENJAMIN MOORE EF -4 NOTUSED NOT USED u EF -5 PAINT BM#1231 WINWOOD 4STM0OTH EF -6 PAINT SINGIE SCORE ILI FACE CMU PAINTED TO MATCH I PREFINISHED SCUPPER AND — -EI_] DOWNSPOUT l - — Ifo SMOOTHFACE _EI�CtAU PAIN'EG -- Y ` OVERHEAD DOOR PAINTED --� ETO MATCH SMOOTH FACE CMV WITH FLUSH JOINTS EF -3 SPLIT FACE CMU PAINTED E SMOOTH FACE CML: PAINTED TO MATCH EF -3 j SPLIT FACE CML' J PAINTED TO MATCH - --' EF -5 EXTERIOR FINISH SCHEDULE AC -1 PREFINISHED METAL COPING I MATCH EF - 2 - SW # 7066 GRAY MATTERS EF -1 PAINT SW # 6258 TRICORN BLACK SHERWIN WILLIAMS EF - 2 PAINT BM # 2164 SERENGETTI SAND BENJAMIN MOORE EF - 3 PAINT BM # HC48 BRADSTREET BEIGE BENJAMIN MOORE EF -4 NOTUSED NOT USED u EF -5 PAINT BM#1231 WINWOOD BENJAMIN MOORE EF -6 PAINT BM #HC48 BRAOSTRFET BEIGE BENJAMIN MOORE NOTE: - CONTRACTOR TO CONTACT U.S. SIGNS FOR APPROVED SIGNAGE LOCATIONS. 3:019mm 112" DIA. WEDGE ANCHORS 5%'X 5X" DOWNSPOUT 118" BENT STL. PLATE DOWNSPOUT GUARDS /r 5 DOWNSPOUT GUARD DETAIL - - SMOOTH FACE C Lj WITH ' SCALE: 1-112"=1'-0" FLUSH JOINTS r I I I I --STEEL CANOPY STRUCTUREY SPLIT FACE CMU PAINTED SEE STRUCTURAL X HI PAINTED EF -2 u I / FACE -- —---------- ] SMOOTH CMU E - PAINTED TO MATCH EF 6 — i6P T V SINGLE SCORE . _ - .. -T- SMOOTH FACE CMU +^� ' I -••__ _ --_-_- EF - 5 PAINTED WITH (4)1" DIA. li WEDGEANCHORS 6x8 PLATE TYP.. SEE STRUCT. F ---,--- i-, ? SCALE :112"=1'-0" PAI NT TO MATCH ,I 4 \ ' STEEL CANOPY STRUCT.PAINTED- I — !SEE STRUCTURAL --- CANOPYDOWNSPO BLACK ANODIZED EFUTS -2 T O MATCH \ ALUM,. STOREFRONT -------- SYSTEM SPUTFACE CMU PAINTED TO MATCH — ---- 3:019mm 112" DIA. WEDGE ANCHORS 5%'X 5X" DOWNSPOUT 118" BENT STL. PLATE DOWNSPOUT GUARDS /r 5 DOWNSPOUT GUARD DETAIL - - ' SCALE: 1-112"=1'-0" r I I I I L--- - -- —---------- ] _ E - -. -+ -.- PRO`✓IDE 11." BENT -T- STL PLATE DOWNSPOUT GUARDSSECURE WITH (4)1" DIA. WEDGEANCHORS 6 ��_D _�NSP91 TUA.RU ---,--- ? SCALE :112"=1'-0" CASE NAME NTB GRAPEVINE MILLS CROSSING'.. CASE NUMBER: CU07-13 LOCATION: GRAPEVINE MILLS BLVD. NORTH BETWEEN HWY 121 h FM 2448 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET: L OF /S APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENt OF DEVELOPMENT SERVICES Dyne w „aa orn tlmw�rq � oN neer wruan m" cn+ultatl aw a�Y nrrt�9amer ISSUED MAY 22, 2007 EXTERIOR ELEVATIONS A-4 FRONT VIEW M SIDE VIEW 2" 20'TALL [ POLE SIGN (32" DEEP CABINE i i CABINET FACES 7 Created exclusively for: NTB Address: CD CIO {u __.._____ ________-_- CA- Clty. GRAPEVINE tJJ State: TX Sign Location: POLE SIGN ED N Account Rep.. t7= GLORIA BAKER a Client's Approval: Date ti Landlord's Approval: Date IcIc L{_ Design No.: Sheet No. Q US32173 Date Rev. Date X 06/01/07 Designer: Scale SPH :_ -3/4"=1' 0" o PRIMARY WIRING OF ADEGUATE VOLTAGE Cc AND CIRCUITS TO SIGN FURNISHED AND CONNECTED BY CLIENT. 0 w v? 0 F— s r— Corporate Office 1800 Bering, Ste. 200 Houston, TX 77957 cRossNc � 713-977-7900 ). NORTH < FAX: 713-977-7903 4 2499 _ Dallas Regional Office TR -Y ;) 2220 San Jancinto Blvd. ON` Denton, TX 76205 z 940-380-9153 FAX: 940-380-9395 cn `r Austin Regional Office aY WORK 1117 Brinkley Dr. OR Cedar Park, TX 78613 Zwces r 512-528-0055 FAX: 512-528-1205 v; ' Buffalo Regional Office 25 Northpointe Parkway Amherst, NY 14228 LID 716-831-7000 J- FAX 716-831-1779 r Z The purchaser agrees to hold the seller harmless against any cause for action for damages ,,vhich may occur as a result of drilling for piers and to w_ foundations, mcludino but not limited to seY.er, _ gas lines or any underground obstacles :,,+hick =- the purchaser or others may deem valuable.