Loading...
HomeMy WebLinkAboutItem 04 - CU06-52 Grapevine Mills Retail TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: BRUNO RUMBELOW, CITY MANAGER SCOTT Wl LIAMS, ACTING DEVELOPMENT SERVICES DIRECTOR MEETING DATE: NOVEMBER 21, 2006 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION CU06-52 - -- —�c- -- Grapavinc y', ' APPLICANT: Lake 1 A4g i O'Brien & Associates +' LH.I635 Northwes PROPERTY LOCATION AND SIZE: �4 1sa The subject property is located at 2805 East DFWr Grapevine Mills Circle and is platted as Lot AR;1, Half-Johnson Airrport . 1 ,po 3 Block 2 'Grapevine Mils Addition,ddition Phase 1. The ti� { T- s° addition contains 2.87 acres (125,191 square feet) � T„ _ + and has approximately 332 feet of frontage along ,Glade Hfl. '' Grapevine Mills Parkway (F.M. 2499). REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a conditional use permit to amend the approved site plan of CU06-42 (Ord. No. 2006-79) for a planned commercial center in excess of 1,000,000 square feet of gross leasable space,specifically to allow a retail structure(Grapevine Mills Retail), in the Phase 1 out parcel area of the Grapevine Mills Mall. The proposed 26325 square foot retail structure will be located between Rooms To Go and Chuck E. Cheese's. The applicant is providing 169 parking spaces on site--24 more than the required 145 parking spaces. PRESENT ZONING AND USE: The property is currently zoned "CC" Community Commercial District with a Planned Commercial Center in excess of 1,000,000 square feet of dross leasable space VWCU06-52.4 1 November 10,2006(3:17PM) designation. HISTORY OF TRACT AND SURROUNDING AREA: The subject and surrounding property were rezoned in the 1984 City Rezoning from 1-1 Light Industrial to "HCO", Hotel/Corporate Office and "PID", Planned Industrial Development. The subject property was rezoned (Z95-13) to "CC", Community Commercial on October 17, 1995. The subject property was granted a Conditional Use Permit CU95-36 for development of a planned commercial center in excess of 1,000,000 square feet of gross leasable area and conditional use pole signs. The public entryway features were approved as an addenda (ADD96-01) to CU95-36 by Resolution 96-34. Conditional Use Permit CU96-26 (Ordinance 96-79) revised the site layout, the ring road configuration and access to residential properties to the west. Conditional Use Permits CU97-05 and CU97-06 (Ordinance 97-09, 97-11)allowed alcoholic beverage sales (Sega Gameworks) and amended the site layout. Special Use Permit SU97-04 (Ordinance 97- 10)allowed skill-oriented games in excess of eight(8)machines and two(2)billiard tables. CU97-13 (Ordinance 97-28) allowed for alcoholic beverage sales in conjunction with a restaurant (The American Wilderness Experience). CU97-18 (Ordinance 97-40) also allowed for alcoholic beverage sales in conjunction with a restaurant (Rainforest Cafe). CU97-29 (Ordinance 97-55) was approved by Council at the June 3, 1997 joint public hearing which allowed for signage for the entire Grapevine Mills Mall project including the outparcel areas. CU97-29 was later modified at the July 1, 1997 joint public hearing to provide for an 80 foot entertainment globe(Ordinance 97-61). CU97-25(Ordinance 97-57) was approved at the June 17, 1997 joint public hearing and allowed for alcoholic beverage sales in conjunction with a restaurant(Tres Hombres)located in the outparcel area. CU97- 36 (Ordinance 97-72) amended the site layout for the development of a retail use in the outparcel area (Michael's). CU97-42 (Ordinance 97-92)was approved at the August 19, 1997 joint public hearing and allowed the development of a retail tire store (Discount Tire) in the outparcel area. At the November 18, 1997 joint public hearing, a 38.255 acre Phase 2 development was incorporated into the overall Grapevine Mills Planned Commercial Center located to the southeast of the Mall proper across State Highway 26 and bordered also by the southbound service road of State Highway No. 121 and Bass Pro Drive (Bethel Road). Z97-22 (Ordinance 97-125) rezoned 11.825 acres from "PCD" Planned Commerce Development District and 26.43 acres from "HCO" Hotel/Corporate Office District to "CC" Community Commercial District for the development of Bass Pro Shops Outdoor World and Embassy Suites Hotel. CU97-60 (Ordinance 97-126) and CU97-61 (Ordinance 97- 127) incorporated Bass Pro Shops Outdoor World and Embassy Suites Hotel into the Grapevine Mills Planned Commercial Center and also allowed for on-premise consumption of alcoholic beverages and seven 40 foot pole signs. The November 18, 1997 joint public hearing also established CU97-62(Ordinance 97-128)Rooms To Go,a 39,870 square foot retail furniture store; CU97-63 (Ordinance 97-129) Chick-Fil-A, a 3,822 square foot restaurant; and CU97-64 (Ordinance 97-130)which allowed for off-premise consumption of alcoholic beverages (wine only) for a lease space within the Mall proper. CU97-68 VCU1CU06-52.4 2 November 10,2006(1:07PM) (Ordinance 97-147) was approved at the December 16, 1997 joint public hearing which allowed the development of a 3,855 square foot heath care facility (Primacare) in the Phase 1, outparcel area. CU97-75 (Ord. 98-10) was approved at the January 20, 1998 joint public hearing which amended the signage plan for wall signage associated with outparcel tenants. CU97-76 (Ord. 98-11)was also approved at the January 20, 1998 joint public hearing which approved a 10,095 square foot restaurant(Cozymel's)in the Phase 1, outparcel area. CU98-03 (Ordinance 98-17) was approved at the February 3, 1998 joint public hearing, which approved an amended floor plan for Dick Clark's American Bandstand restaurant. CU98-07 (Ord. 98-40) allowed for on-premise consumption of alcoholic beverages in conjunction with a restaurant(Corner Bakery). CU98-21 (Ord. 98- 74)was approved at the June 16, 1998 joint public hearing which amended the floor plan for American Wilderness. Also approved with this request was a request by the Mills Corporation to extend to January 15, 1999 the temporary parking areas at Anchor Pads A and B. At the September 15, 1998 joint public hearing CU98-47 (Ord. 98-116) was approved amending the floor plan for Cozymel's in the outparcel area of the Grapevine Mills Mall. CU98-48 (Ord. 98-117) was approved at the same public hearing and established MJ's Chop House/Mason Jar—a dual concept restaurant with alcohol beverage sales in the outparcel area. Also, CU98-49 (Ord. 98-118)was approved at the September 15, 1998 joint public hearing which allowed for canopy extensions over the main entrance and ticket window areas of the AMC Theater complex at Grapevine Mills. CU98-57 (Ord. 98-130) was approved at the October 20, 1998 which allowed for the development of a Black-Eyed Pea restaurant with alcohol beverage sales in the Phase 1, outparcel area. At the November 17, 1998 joint public hearing Council approved CU98-59 (Ord. 98-135) allowing alcoholic beverage sales throughout the premises for "special events" at Sega Gameworks. CU98-63 (Ord. 98-151)was approved at the December 15, 1998 joint public hearing which allowed for a 6-story, 121-room hotel (AmeriSuites) in the outparcel area. CU98-79 (Ord. 99-17) was approved at the February 2, 1999 joint public hearing which allowed a revision to the floor plan for Sega Gameworks. At the March 23, 1999 joint public hearing, Council approved CU99-12 (Ord. 99-16) which allowed for a revision to Anchor"G"specifically a reduction in square footage from 35,790 square feet to 26,500 square feet for Iguana Ameramex. Council approved at the April 20, 1999 joint public hearing CU99-17 (Ord. 99-61) for a restaurant in the mall proper(Jekyll and Hyde) with on-premise alcoholic beverage sales (beer, wine, and mixed drinks). CU99-27 (Ord. 99-83) was approved at the May 18, 1999 joint public hearing which allowed for the construction of a partial stone wall with trellis along the rear elevation for Cozymel's. At the July 20, 1999 joint public hearing, Council approved CU99-41 (Ord. 99-109) for a 7,189 square foot restaurant (Bennigan's)with on-premise consumption of alcoholic beverages (beer, wine, and mixed drinks) in the Phase 1, outparcel area. The H/A Grapevine Joint Venture property to the north and northwest of Anderson-Gibson Road was rezoned in 1985 as a part of the "Terra Tract"to "R-MF-I", Multifamily District, "R-MF-2", Multifamily District, "HCO", Hotel/Corporate Office, "Ll", Light Industrial, "CC", Community Commercial and "PID", Planned Industrial Development. The property never developed. The same property was recently rezoned (Z95-06); the actual zoning designations changed very little, but the deed restrictions and the letter of agreements \ZCU\CU06-52.4 3 November 10,2006(1:07PM) changed a great deal. At the August 4, 1999 meeting CU99-28 (Ord. 99-112) was approved for the Cross Creek Apartments. Council approved at the meeting on February 21, 2006 zoning change request (Z06-02) for a 39-unit townhome development which is currently under construction. At the November 7, 2006 meeting CU06-42 (Ord. 2006-79) was approved for a car wash service, Pronto Wash, adjacent to Neiman Marcus Last Call. Approximately 98 acres located to the east and the north (Billingsley tracts)were recently rezoned at the October 21, 1997 joint public hearing (Z97-15 and Z97-16, Ordinance 97- 117 and 97-118 respectively) from "HCO" Hotel/Corporate Office District, "PID" Planned Industrial Development District, and "R-20" Single Family Residential to "CC" Community Commercial District and `BP" Business Park District (approximately 20 acres). SURROUNDING ZONING AND EXISTING LAND USE: NORTH: "HCO"Hotel/Corporate Office, "R-MF-2,"Multifamily&"PID,"Planned Industrial Development - Cross Creek Apartments and Cross Creek Ranch SOUTH: "HCO" Hotel/Corporate Office - Hilton Hotel and Austin Ranch EAST: "CC"Community Commercial - Fellowship of Grapevine church (east side of S.H. 121 North) WEST: "R-MF-2" Multifamily District — Proposed High-Rise Residential Condominium AIRPORT IMPACT: The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In Zone B, the following uses may be considered only if sound treatment is included in building design: multi family apartments, motels, office buildings, movie theaters, restaurants, personal and business services. Single family residential and sound sensitive uses such as schools and churches should avoid this zone. The applicant's proposal is an appropriate use in this noise zone. MASTER PLAN APPLICATION: The Master Plan designates the subject property as a Commercial land use. The applicant's proposal is in compliance with the Master Plan. /at VCU=06.62.4 4 November 10,2006(1:07PM) ® 35s 307 3400 R-MF-22800 a� jl o HCO 3421 ■ ( - ---- z 8 i�a, ■ , 3200 2 RS STRTPE5 WAY- �P 3130 a a / 29% 3100 z =R-TH'2853 300, Lti" f 3120 J J J a 2755 2725 2705 'J'�q 305.0 J Y e�,�ll� SLJiJ cc fi0 7 J 3000 2655' ® J� �N . 3000 GRAPEVINE Tarrant Coc n�_..- R-MF-2 " is, " �� � 0 �0�� ,®g 2749 U' �' 2103 �� �� 2405 4 .� 8 2355 ��/ 2 2250 2255 2240 2009 2225 2009 r HCO 2100 oe 2214 \ 2m ® 7� r,/ cc AY BP m ( 2011 ♦� � 1627 cc 2501 i3149 CU06-52 1 inch equals 600 feet urapr%ev Mills Retail C t,t 6 GPA VINE - T E X A S CITY OF GRAPEVINE CONDITIONAL USE APPLICATION Form " " PART 1.APPLICANT INFORMATION Name of applicant//agent:/company/contact is LU / Street address of applicant/agent: Telephone number of ppUcan /agent: Fax number of applicant/agent ?'? - -7a - /o 'Y 7 2 --7 -4/ 2 Email address of applicant/agent Mobile phone number of applicant/agent -7-7 Applicant's rote est in subject property. EG PART 2. PROPERTY INFORMATION Street address of subject propert Legal description of subject property(metes&bounds must be described on 8 1/2"x 11"sheet) �© rt �t-s Size of subject property ^7 A Acres I o? O Square footage Present zoning classification: Proposed use of the property. C, e Minimum/maximum district size for conditional use request. 3-�q Zoning ordinance provision requiring a conditional use: L ® ckam42 C PART 3. PROPERTY OWNER INFORMATION Name of current property owner. Street address of pr perty owner.- �L O C"ty/State/Zip tode of property owner.• V Telephone number of property owner. Fax number of property owner. c' b - o 5- (2 1 O:\ZCU\FORMS\app.cu.doc MCEIVED wv.ci.grapevine.tx.us OCT 2aas ❑ Submit a letter describing the proposed conditional use and note the request on the site plan document ❑ In the same letter, describe or show on the site plan,and conditional requirements or conditions imposed upon the particular conditional use by applicable district regulations(example:buffer yards,distance between users) ❑ In the same letter,describe whether the proposed conditional use will,or will not cause substantial harm to the value, use,or enjoyment 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. ❑ Application of site plan approval(Section 47, see attached Form 'B'). ❑ The site plan submission shall meet the requirements of Section 47, Site Plan Re uirements. ❑ All conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size of the agenda,your application may be scheduled to a later date. ❑ All public hearings will be opened and testimony given by applicants and interested citizenry. Public hearings may be continued to the next public hearing. Public hearings will not be tabled. ❑ 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. ❑ 1 have read and understand all the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that all requirements of this a2elication have been met at the time of submittal. PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL USE REQUEST SIGN ON THE SUBJECT PROPERTY C K (ag Al L i,Azo Print Applicant's Name: Mplican sSr nature: The State Of Je KcaS County Of 10 r r cA n Before Me V 7rl�J'C�.s (1 �X-Z + i on this day personally appeared C ' rl u n (notary) (applicant) known to fd f o me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknow(e g1 gg e that executed the same for the purposes and consideration therein expressed. (Sea#yC�� ®,dent y h d a® seal of office this CX�� day of V 40`!� A.D. ®� •, >.A` \ry0®®a Nota And For State Of Texas Alj� -4 P 1(��Pfrmt Property Owners Name: Property Owner's Signature: The State Of l e)(Ck S County Of TQ r f a n Before Me s o S A n � on this day personally appeared ` ®rn C e y e (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and cons�iid'eeration therein expressed. (Seal)Given under my hand and seal of office this 3r o u✓ { day of c4o he r A.D. DOD �,04i16t/1®®® / C. .......B;gTpF®"'o z4oa-l� Act& \�Z1�RY pba,% ®® Notary In Add For State Of Texas g o p OAZCU\FORMS\app.cu.doc ,; ��F pp j 3 www.ci.grapevine.tx.us �,� ®,,rE ACKNOWLEDGEMENT All Conditional Use and Special Use Applications p pp 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. l have read and understand all of the requirements as set forth by the application for pnditional use or special use permit and acknowledge that all requirements of this application have been met at the time of submittal. e Signature of Applicant Date:. 0 Signature of Owner 1 Date: 0AZCUTORMS1app.cu.doc 6 www.d.grapevineAx.us bkr ORDINANCE NO. AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU06-52 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2006-79 FOR A RETAIL STRUCTURE 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 to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. ORD. NO. 2 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. CU06-52 to amend the site plan approved by Ordinance No. 2006-79 for a planned commercial center in excess of 1,000,000 square feet of gross leaseable space specifically to allow a retail structure (Grapevine Mills Retail) in a district zoned "CC" Commercial Community District Regulations within the following described property: Lot AR1, Block 2, Grapevine Mills Addition, Phase 1 (2805 East Grapevine Mills Circle) 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 21st day of November, 2006. APPROVED: ) ATTEST: APPROVED AS TO FORM: ORD. NO. 4 was\®\ w \\\ d Lot 2, Block 2 ,ry Grapevine Mills Addition Cob. A, Pg. 3890 I ! p 3 1 d VICINITY MAP _� t I_ v •• •• / '/' i n" j GRAPHIC SCALE At 2' 11 0pi'*ati /)' 1"=.30' SITE PLAN CITY OF GRAPEVINE p APPROVED 36 S Pa 9' 2• I m , SHEET t OF t APPROVAL DOES NOT AUTHORIZE ANY WORK to '� N \�� I / IN CONFLICT WITH ANY CODES OR ORDINANCES REE ® 1 DEPARTMENT OF DEVELOPMENT SERVICES - i i A=18°13'27" R-802.00' (} J i ❑ o, j o i i s I APPROVED BY T=114.31' L PLANNER L-227.1U' Tract A—R1, Block 2 CB—ND'01'33"W U Grapevine Mills Addition i ij DATE 226.34' Fin. Fir. 543.0 I y 7 1 r TR { t I it NOTE: All existing trees shall be l a a' It I _ v protected during construction. S i inN j 1 •> a ' a to I 3 b � I ty u I d 8 Sp 9 2 �° i m I W 1 6• Sp 9 18 2 Pa d i SITE P LAN 9 I N 99 id ; I t 'TREE [ GRAPEVINE MILLS o, RETAIL Q, ' 1 s a Tract A—R1, Block 2 0 GRAPEVINE MILLS ADDITION j I I ' 3 Lot 5, Biock 2 t Situated In The it Grapevine Milts Addition Cab. A, Pg. 7080 j , , HEIRS OF JOHN GIBSON SURVEY ABSTRACT No. 586 HENRY SUGGS SURVEY i ABSTRACT No. 1415 SITE PLAN NOTES j "- SITE DATA SUMMARY CITY OF GRAPEVINE 1 Lot Area 2.874 Ac.(125,797 SF) TARRANT COUNTY, TEXAS 1. All requirements of Section 25, "CC"Community Commercial Building Are. 26,325 Sq. Ft. Dlstrlct shall be met. .Omnar Floor Area Ratio 0.21 : 1 Green Street Properties 2. At requirements of Section 53,Landscaping Regulations shall Building Height 23' (35' 0 Corners) 2320 Paseo del Prodo Blvd. Suite B20Z be met. Parking Required So Spaces (19,825 SF Retail 0 1/250) Los Vegas, Nevada 69102, -� 3. All requirements of Section 56, Off—street Parking Require— Parking Required 65 Spaces(6.500 SF Rest. ®1/100) Telephone 702 876-5582 merits shoji be met. Handicap Spaces 6 Spaces prepared 9V Van Accessible Spacers 3 Spaces RLK Engineering°dna. 4. All signage shall be in accordance with Section 60, Sign Standard Spaces 165 Spaces 111 West Main Street BENCH MARK: Standards. AIIen, Texas 75013 Total Parking Spaces Provided 769 Spaces Tale h City of Grapevine p one 972 359-1733 ' Geodetic Control Mon. No. 7 5. All requirements of the Grapevine Soil Erosion Control Ord— Landscape Are° 21,718 Sq, FL Elevation: 585.76 inonce shall be met during the period of construction. - Impervious Area 103,480 Sq.Ft. MISC.INFORMATION REVISION DATE DESCRIPTION p N AWAIV RLK ENGINEERING,INC. SITE PLAN I11 West Mai GRAPEVINE MILLS RETAIL ' Allen,Texas 75013 (972)359-1733 Off CITY OF GRAPEVINE,TEXAS DEMGNEDRY: TECH REVIEW: DRAWING ME' DRAWNTC SCALE: STIEEr' (972)359-1833Fax = scr mmssaa&ff r+br 1 DRAWNRY: PEE$RCt7EW: DM...DA7E: PRbjECTNUMBER 1 8 RLKh1TyT,nA1v l9,K 1p7696 ALF:ow 8 To Fort 'Worth s\ o -- >. \a ��g \ m 6° Gibson_— Road po °'ref p, e FAI Grapevine ills Blvd Q � � South .a State Highway 121 i _ o S , O ei a U z y a-s — Q5 ----- ----- ------------------- -----Gra evine Mills Parkway FM 2-499 --- ----------------- —___ i m To Flower Mound/ \ o m Lewisville GREEN STREET PROPERTIES Grapevine Mills \ O'BRIEN &_ ASSOCIATES, INC. To Collin County \ GREEN STREET PROPERTIES Cr 1 SUBMITTAL• MILLS 0711E i a BVINE MILLS RWAIL r GRAPEVINE MILLS CIRCLE AND GRAPEVINE MILLS PRW1f. 01 SITE PLAN - GRAPEVINE MILLS NORTH TRACT A-Rl,BLOCK 2 V-2so'-O CITY OF GRAPEVINE,TX-GRAPEVINE MILLS CAM NO, DATE FILE SHEET CV0652 OM 21,2W ST OP GRAMNE SP'GM STANDING SEAM W-d '' iMETALLI PSEO QMETAL ROOF�� , .I,! SMIAATED STONE 0 pT'>E'TAL ALLNING 0 B121CK Qi SIMJLA'IED STONE QQ PAINTED TILT WALL Elr� , O saa261w © © 11 *; - t\METAL AILNIhYa Qs SCONCE CAST STONE BASE 6TOR�RONT© STANDING SEAM METAL AUNING METAL ARNING 0 Ol SOUTH ELEVATION nS=I'-m 8515%MASONRY 05 DUMPSTER SCREENING 06 DUMPSTER SCREENING SCALE:ll8•=I'-0' SIDE SCALE:I19'=r-V' FRONT W-V STANDING SEMI I 71111 METAL ROOF O O METAL ROOF � Ir-m• 23 I 'i_,; pEFS�yNIce aWTEDTILTNIdAL!_p SIMULATED STONED RIOCQ ALAUNW. QSIMILATEDSTONE ! Ii) ,ji! ;I 1 1 x 9 0 © cl fl ' SCALE:ua=r-m SIDE SCALE:VS•=r-m' BACK r1 DUMPSTER KEY NOTES-. OI BRICK ON V CMEE,COLOR TO -. - MATCH&10.DINCs Q METAL Ai1NW's O STANDING SEAM < ST"'T CAST STONE BASE _ SCONCE OFETAL AWING O STONE GAP,COLOR TO MATCH METAL AIJINWG STOW BASE 02 NORTH ELEVATION L -m MEN O3 6'PEA.CONG FILLED BOLLARD UATH CONE TOP,Cq.OR SAFETY YELLOWInb•=r-m• 85.25%MASONRY g ,— STEELnM GET IN CONCRETE�E :n OS STEEL CANE UU STEEEL SLEEVES SET N CONC.PAVEMENT AT CLOSED I - e HOLD POSRi� 86-0' STANDING SEAM !I I METAL RDOF O .i- O METAL DECK ATTACHED TO STEEL tllOE FRAMES AINTED TILT WALL ill+Niiiiil I.I ,, QEIFS GOTdN(GE O SIMULATED STONED I I I;ili!(i 28'-O' S ® ® ® Q Iji��II�IIIiIIi��I! �+pjljM11j GRAPEVINE MILLS PARr"Y fit-T'll 09 SITE LINE STUDY vs•=r-m' FROM GRAPEVINE MILLS PARKWAY OMETAL AUNWG BRICK 0 HOLLOW METAL DOOR FABRIC AU.NING 0 STOREFRONT 0 CAST STONE BASE PAINT TO MATCH BUILDING 03 EAST ELEVATION ELEVATION KEY NOTES- n6=r-o 94.00%MASONRY W-a Q BRICK-BORAL,BAYOU STANDING SEAM O MANUFACTURED STONE-SUNSET STONE, PAINTED TILT 1114LL0 SIMULATE D STONED QFAINTED TILT WALL Q METAL ROOF`-� i' COLORADO BUFF gg'-0' Qs EIFS CORNICE I5'.p• I.:; "�•li, O METAL ROOF AUNINGS-BERRIDGE, + _ 3 PRE-WEATHERED GALVALLME © ® IJ ❑ ❑ ❑ MULLIONS-KAtUNEER,CLEAR ANODIZED MATERIAL CALCULATIONS EIFS CORNICE/TRIM-DRYYIT,0449 NORTH/SOUTH BUCKSKIN ELEVATION-ENTIRE ELEVATION MASONRY-5T:19% 1 INC (S1.W%excluding glass) v rLr OPAINTED TILT WALL-SHEN-WILLIAMS, RW GLASS-30.11 «..«.,..,o,.....«.�...,e..,®..,.,..�.....,.�. 5W6115 TOTALLY TAN - OTHER-12.I0% GREEN STREET PROPERTIES 1 O CANVAS ALINING-StNBRELLA,BLACK EASTNEST ELEVATION-ENTIRE ELEVATION CHERRY,TAUPE MASONRY-63b1% e STONE BASE-ARRSCRAFT,SMOOTH FACE, � S812D0%%excluding glass) CITY SUB AL-MILLS O} CAST STONE BASE QSTOFeR% pFADRIC AUNNG HOLLOW METAL DOOR <i BRICK METAL AUNINL'a p TAN OTHER-13.009, d NE MII.LS AIL 0 WEST ELEVATION PANT TO MATCH BUILDING GRAPEVINE MILLS CIRCLE AND GRAPEVINE MILLS PKWY. TRACT A-RI,BLOCK 2 94.00%MASONRY CITY OF GRAPEVINE,TX-GRAPEVINE MILLS CASH HO. DATH F[LE SHEET CV0652 Off.27,UN CRT OF GRATAL EL«1 .............................. l i I i i f ii I I I ❑ � l C� I i I AL o !II Tract A—R1, Block 2 Grapevine Mills Addition a a � I � I oil Q � I -Y 0c 1 ,6L CDI , ' 1 I (U 1 I Q ' ` OBREEN do _IA INC r n j _GREEN STREET PROPERTIES CITY SUBMITTAL•CIRCULATION NOi2?N GRAPEVINE MILLS RETAIL ORAPEVINE MILLS CIRCLE AND GRAPEVINE MILLS PKWY. 01 CIRCULATION PLAN TRACT A.R1,BLOCK 2 1'=20,-0• CITY OF GRAPEVINE,TX•GRAPEVINE MILLS CASE NO. DAIS FILE SHEET cvostt OCT.zr,moc crT opaumm SP-CIRC C3RA1= t= %f lml:= MIL= Lm = AIL. BLOCK 22 V CA L Imm, N S LaNY "'Y OF ORAFOEVIN Y XAS powfe PUBLIC WORKS DEPARTMENT GENERAL NOTES @ 9 @OV@9 plflw THE CITY OF GRAPEVINE'S INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM 700 A.M.TO 7:00 P.W.MONDAYTHORUGH SATURDAY.ANY REQUEST TO Cy" 9 pa wme pg*n WORK ON A SATURDAY MUST BE MADE PRIOR TO 5:00 P.M.ON THURSDAY AFTERNOON AND WILL REQUIRE A MINIMUM FOUR(4)HOUR CHARGE.THE CONTRACTOR SHALL PAY In a ®pedong PD@Gil OVERTIME CHARGES OF$45.00 PER HOUR TOTHE CITYOF GRAPEVINE FOR WORK ' OUTSIDE THE NORMAL WORKWEEK,(&OOAM.TO 5.00 P.M.,MONDAY THROUGH FRIDAY). (� Q opsko ®� p6�9 NO WORK IS ALLOWED ON SUNDAY OR CITY HOLIDAYS WITHOUT WRITTEN APPROVAL FROM THE PUBLIC WORKS DIRECTOR. W s�4ap 6 @c 7C-x p�a THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COPY OF THE BID (C3 (3 lapp®1ppO OwDo pl Man PROPOSAL FOR ALL PUBLIC IMPROVEMENTS TO THE CITY OF GRAPEVINE AT THE PRE- CONSTRUCTION MEETING.THIS PROPOSAL SHALL INCLUDE UNIT COSTS,QUANTITIES us-seam meft® AND AMOUNTS. 6 @ Mft M49aN® -THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING 55A INSPECTION FEE TO THE CITY OF GRAPEVINE AT THE PRE-CONSTRUCTION MEETING FOR ALL PUBLIC IMPROVEMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TWO 12)YEAR,25% STORMDRAANAAINTENANCE OND To E,PAVE HE ENT AN EXCAVEVINEFORALL WATER,OVEME SANITATSWT Y SEWER, INRIGH- (��� STORM DRAINAGE,PAVEMENT AND EXCAVATION)FILL IMPROVEMENTS 11gTHIN RIGHT-OF- WAYS OR EASEMENTS. NO WATER JETTING IS ALLOWED FOR WATER,SANITARY SEWER AND STORM DRAINAGE 1lff Green Street Properties CONSTRUCTION. -ALL TRENCHES THAT ARE EXCAVATED TO A DEPTH IN EXCESS OF FIVE(5)FEET SHALL a 2320 Paseo Del P®rad�o BoulevardBE EXCAVATED AND SAF ANO HHEALTH ADMINISTRATAON(OSHA)5TANDAROS IN A MANNERINED TPREOR TOO THE METS ALLJCAVAOT ON NAL ANDS Suite ®2®G 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, Las Vegas, Nevada 89.q 1 02 ALL EMBEDMENT AND BACK FILL SHALL BE WETTED TO APPROXIMATE OPTIMUM 1:11 MOISTURE AND COMPACTED IN TWELVE(12)INCH LIFTS TO 95%STANDARD PROCTOR 0 Telephone ^y®r) �•j�`+m����y DENSITY.DENSITY TESTS SHALLBE OBTAINED FOR EACH FIVE(5)FEET OF DEPTH AND c.� a 11 e ® 2 V V 2 FOR EACH100 UNEAT FEETOF TRENCH OR INCREMENT THEREOF.THE CONTRACTOR � SHALL BE RESPONSIBLE FOR SUBMITTING COPY OF ALL GEOTECHNICAL LABORATORY REPORTSRESTS RESULTS TO THE CITY OF GRAPEVINE. L\2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY OF GRAPVINE BUILDING DEPARTMENT AT(940)410-3010 TO REQUEST TREE PRESERVATION U INSPECTOR PRIOR TO ANY WORK COMMENCING ON THE SITE. 0 THERE SHALL BE NO FILLING IN FLOODPWN OR DUMPING IN THE CITY OF GRAPEVINE WITHOUT AN EXECUTED FILL AGREEMENT. -, - aC Q• '�4P -THE CONTRACTOR SHALL BE RESPONSI8LE FOR RECORDING ALL FIELD CHANGES TO RLK ENGINEERING,LINO. *��•'' •'•?may THEPLANS.THE PROJECT ENGINEER SHALL INCORPORATE THESE CHANGES INTO AS- BUILT C�' ° 1i1 WestMain :* ➢( ° DRAWNGS. I Allen,Texas 751013 ' sETM KEu > ° -THE CONTRACTOR SHALL BE SIGNRESPONSIBLE ONTRO FOR PROVIDING EROSION CONTROL IN °a• 91858 (972)359-1733 Off °�R:1rCe &p ACCORDANCE WITH THE ERGS ON CONTROL PLAN PREPARED BY THE ENGINEER AND + (9T2)359-1H33 Fax '4ESg'••••'Y,G`., `� APPENDUCFOF THE CITY OF GRAPEVINE'S CODE OF ORDINANCES. Q°U ACCESS EASEMENT DETAIL 111 a - 0201294121 � y ^y KNOW ALL MEN BY THESE PRESENTS: N STATE OF TEXAS i 1 2®�2 g 4 1 C 1 I,John Viceil4 a Registered ProGossional Land Surveyor in the State of Texas,do hereby certify that I have prepared this plat from An COUNTY Of TARRANT V i 1, actual A�gyarms land.and that lire owner monwnents shown thereat were properly placed mWermy personal ACCESS EASEMENTCI Y OF GRAPEVINE suixeith Ptatang Rules and Regulations of the State of Texas and the City of GrapevineCAB.A,SLIDE 3890 WHEREAS GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP tatheowmerolatractMlandoutofthe ♦ OF P.R.T.C.T. 4,T t!'�T n HeksM James Gbsen Survey,Abstract Nit 587 and Henry Suggs Survey.Abstract No.1415,k1 the City of John V - Grapevine,Tarrant Coudy,Texas,being part of Tract AR.Block 2,GRAPEVINE MILLS ADDITION,an addition RPLS No.4097 Id i E a to City ofGrapenrine according to the plat thereof recorded in Cabinet A Slide 3890 of the Plat Records of Temald County,Texas and being more particularly described as follows: R ,r BEGIIPBNG at a SM-iron rod found in the wrest rightof+4aq line of Grapevine Mills Parkway(F.M.2499-a suRv Dl -- �1�5 �.,. ��Nm•sa't2T vadable width ROW)for Me northeast comer of Lot 1,Black 2.GRAPEVINE MILLS ADDITION,-addgron rothe STATE OF TEXAS r I.IQ 56 6 z E 17AS City ofGrapevine amoniing to the plat owed recorded in Cabinet A,Slide 3763 of the Plat Records of Tarrant COUNTY OF DALLAS SCwm1y,Terns. O=8JS6'o6' ,rnm. BEFORE ME,the undersigned authority a Nobly Public.on On d ay personally appeared John Mean known to me to be the person R.zs.00 GRAPHIC SCALE THENCE with the north fins of said Lot 1,North 81"0296"West a distance of$92.59 feet to an'X`cut in whose Be rrie is subscribed to th i e foregoing nshu and ments, adwowledged to me,that he executed the same for the purpose and DRAINAGE EASEMENT L=36.48 concrete found in Ire east One of Grapevine Miffs Circle.a public access easemerd recorded in Volume 12693, wnsideratons therein expressed and in the capacity therein stated. Gr-S4455'25'x' 1305 of Dead Records of Tarrant Texas and being fo the east One of the AMENDED PLAT, CAB.A.SLIDE 3719 cry lip Page County`' g a`u'� iii $� LOT tRt,BLOCK 1 GRAPEVINE MILLS ADDITION,an atltlif7an fo Poe of e,aocerdin fo the lal P.R.LCT. -- sBAPIPDR i rePe� 9 P v � thereof recorded in Cabmen A,Slide 5481 M the Plat Rswrds M Tenant County,Texas; GIVEN UNDER MY D AND SEAL OF OFFICE this j�day of ,2001. 'i c IN FEET) 151P1i7 n,e/ . THENCE with said ear-Fne,tie foz_4n_.musses to wi[: }r �,p F 1 n ct.= TOG it. • A/"P 1 �;•/T / (;` '+, dAwt`'NAPPNE� a� Hatt 98a0y'Y4"EasL a distance pi225.Sy feeCtr a SIB"iron had found nth a plastic rap sarnpea"KHA"tpr the R!."y �fM�F�`91'r/; 11 _ (xiginni g of a Kngqeatcurve to me IeAr lewinp a cerntzt ang�e of 16`i329",a radius of 802.00 feet and s ohord y,a P fofc df Texas - urcouWss cuss Dealing and distance o4Nonh 00001W Vilest 226.35 feel. Northwesterly,with saw verve,an arc distance of227.11 feet to a Str iron Will found with a plastic cap stamped "KHA"for mmer AVIGATiON RELEASE 1 i ' R987f aMP - ! t North 0800815"West,a olstance of 66-99 feet to an W curt in conerete set for the southwest comer of La 2, STATE OF ———_` Lot 2 Block 2 � I ( I � Block 2 of fie replan of LOT 2,BLOCK 2.GRAPEVINE MILLS ADDITION,an addition to the City ofGrapevine ' -'Grapevine Mills Addition- ——__ _ I I i eobrdirg to the plat thereof mooefed in Cali et A.slid-3R90 of the Plot llr wrtls of TAmnt CAunH.Texas: COUNTY OF ACCESS EASEMEN` i 1 CAB.A,SLIDE 3890 Cab. A Slide 3f390 ! { P.R.T.C.T. i ..R.Slide Ns..46.42-E I t' f THENCE saving said east fine of Lot i and with the south line of said Lot 2,South 18°1TIr East a distance of WHEREAS,Grapevine Miffs Residual Urn ed Partners"hereinafter are the owners of that certain parcel of land situated in the City "x'Wi SET S�i --——— __———— Jn.47 44.09' 429.55 feet to a Wr iron rod found with a plastic cap stamped*KKK fo the said west oghtofwey line of of Grapevine.Tarrant County.Texas,being mite particularly described as shown on this plat. -r -"'---—— Mils Pa I I r Gra pevine nexaY' ORE M m kiera'on M the sum M ONE AND 00;100 Si AO DOLLAR and other good and valuable consideration, 0e S 88'13'18� E 1 NOW, and s F rs k ( ) / 'en M which is herebyTu acknavAed ed and confessed Owner aces hereby waive release remise and noes to w&Z r_ I THENCE vriM said wit rightaf-way One,the following nurses and distances � he receipt and suKw ry wh 8y 9 Y 429o5S+' ..+0 a 2S ` I I South Ot`46'4Y blast-distance of t30.41 feet fo a pent for comer, quitdaan to the City of Grapevine,Tarrant CourlH,Tams,the Dallas-fort Werth International Airport Board,the Cities of Dallas,Taxes, EASE 3TT9 n lip i +1 ��w,�a7 65,'- 5/e-IRF Sout108°12'2T Y.'es4 a distance of 427.86 feet to the POINT OF BEGINNING and containing 4.908 acres of and Fort Worth,Texas,twit surcassors and assigns,hereinafter ratted"Cites`,for the use and benefit of the public and its agencies, aAR1p 19 ()t tJ' -- N6T•4s'42'E / I lard. any and all claims for damages of any kind to persons or property that Owner may suffer by reason of to passage and flight of all aircraft CAB,art t C Z" n 68.21' --- „� I/I 1 ® in the air space above Owner's property above the height restriction as presently estabiished by Ordinance No.73-50 of the City of NOBTxS'08-w P%•'�` iO �, ,�^� 67,56' ' // / I I 1 Bearing system based on the west nigk.1l ay line ofGrapevine Mils Parkway,according to the plat recorded in Grapevine,known as the Airport Zoning Ordinance of the Daias-Fat Worth International Airport,to an infinite height above same, lc(T a ; DRAINAGE EASEMENT Y / { { , Cabinet A,Slide 3890 of fire Plat f�emrds of Tarried County,Texas. whether such damage shall originate from noise,wbraton,fumes,dust turd and krbricant particles,and ai other effects that maybe �' / ! caused by the opereaon of ainaat landing at or taMng off hom,mopanatng at or on the Daflas-Forth Worth International Airport OWNER'S DEDICATION: \ h'I 5J8'I•R�r ®n'h A No31 9 This instrument does mi reease the owners or My for damage or injury to person or property caused by _ I L { I N'_ NOW,THEREFORE,KNOW ALL PERSONS BY THESE PRESENTS: operators of Stated from liability n.te' t � falling airereft or faring phyaitan objects from ain,xat,except as stetad herein with respect To noise,fumes,dust fuel and lubricant a(D THAT GRAPEVINE GULLS RESIDUAL LIMITED PARTNERSHIP does hereby adopt this plat of Lot S,clock 2 particles. \ 1,� i4.6Y X \ { i cr trOj cad Tract A.iLt,Block 2,Grapevine Mina Additiop,an addition W the City of Grapevine,Tarrant Count', It is agreed that this Release shall be binding upon said Owners and their respective assigns,and successors in interest to said `/'�\ Texas.The easements Staniar hereon are hereby reserved for the purpose as indicated,and/or As specified by the \ \ I 20'DRAINAGE EASEMENT \ I i ' property;and it a further agreed that this instument steal be a covenant mmring with the land,and shall be recorded in the Deed Records 0 r I O rate Instruments acted.No buildin s or taxi' structures shall be consWcted,reconsWcted,or placed upon. of the court or count"in which the Is situated. \ CAB.A,SLIDE 3890 f I e 9 H PtoDs'H P.R.T.C.7. � s� over,or eaoca Said eacarrhentc as shown.The City shall have to hill right fo remove and keep removed all or pans ( [y�[ ` �ri N58"IYts'w�\ , Many fiances,bass,shoft.or otherhnprovemahth or growths which in any way endanger or interfere with the FXECXDt.T E"L1_C a this day of ,2001. 76.17' eonsUucboA metienantce,w et8clen y of its respedi re+e system on the easements and the City shall at all firms have ()=16'13'29" ; ; e fin Adl rightMingressand agrees by "ntahrinasit upon said and adding tenonts for the vmai oprotsceMoils respective system GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP, \\\ I ' reoars6ugkg,Inspecting.patrolling. g, g Pa R=802.00 o Tract C t R.� Block Z vmtwut the neces6 y at any tune M procuring the pemuss m of anyone. De aware Limited Partnership i POWER POLE L=227.11 1e1 ' , AT CORNER C6=NOO'01 30"w M N 2 a 8 7 ACRE$ 1 1 GRAPEVINE MILLS RESIDUAL UMtTED PARTNERSHIP ere eby declares,create and grant to the City M By GRAPEVINE MILLS RESIDUAL OPERATING COMPANY,L.L_C., R !1 t s Grapevine,Texas,and restive for themselves As ovaer of the real property described and depicted in this Plat of a Delaware Limited Liability Company.As general Partner ®cur i I Subdivision,a perpetual.nonexclusive easement in,on,over,across and through Block 6 for public access purposes C=226.35 01 i 125e1181 SQ. FT. I ' mscwrdanoewthttwnqunmentsMiheGrapeai City Code.AppeMaB-Subdivision-Secbon2(8)(6Nb); A cl j e \ provided,that GRAPEVINE MILLS RESMLIAL L(M TED PARTNERSHIP hereby reserve the right witlW amending By MILLSSERMCES OF GRAPEVINE,INC Ij . i. I W this Pat ofSiV division or obtaining the City ofGrapearses prior consent or approval,to relocate and/or to raconfgure a Delaware Corporation,tic Manager t� j I y «� li t such puDOcaoass aaaarront paroei,Subject to the oorditon tat GRAPEVINE MILLS RESIDUAL UNITED PARTNERSHIP shot grant to the City of Grapeeme.Texas,an easement in,on,over,across and tl'ualgh such e 1 9 M !f I e s3 hatombd WW"to tamnfgia,won ILK access easement parcel for the purposes set forth above.The - 1 I f' ®p amwrsas atreby grnled shah be Subject to the terms and provision of that certain Declaration M Easements, r ( I 6, 1 1 Covenant.Conditions and Restrictions,as amended,dated April 11,1997,and recorded April 28,1GOT,as �,y I ®�a I'' I s >baw IetrurreM No.0197o733D4 M the Geed Records.1Tenrant County,Texas.As the same may be amended from SLY_ e ® Nr1 J`s s 46.5'PUBLIC COMMON ® ZONED C®C I } a time,to time,shall merariall aundnianh w impair the Csy M Grapevine's dominant right to use the easements granted I I ° ACCESS EASEMENT ®g + )'' hereby for U.purpose set fath so-. 1 ( i VOL t2693 PG.1305 ,y 6 m IF i A 4 1 ; D.R.TC.T. g Q ,i A This plat approved object to as piatterg ofdkeraces,was,regulations artd resolutions of the City of Grapevine, STATE OFGA ( 0) Texas. I ' /h COUNTY OFGwMYAiCTT c, an DRAINAGE EASEMENTI 'ZO aftV! W,gxess my hand this the of ®r ~ 2001. ilLA d� w CAB.A.SLIDE 3719 1 erne YT P.R.T.C.T. et sty + BEFORE ME,the undersigned Notary Public in and for said county and state,on this day peraonally appeared aAY �aOMs��s)t i "xz, p '\ 5/8-IRF e I 1 I 4 known ro me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledge to me,that he exeateb I ,r I \\ I \\ �'i i S 87- V If I 'N N GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP, the same for purposes antl consideration therein expressed and in the capacity therein stated. --J a c,c \ \ i4.5D i 17.3e. 02'36"'E ' 1 1 1 "t' a Delaware Limited partnership i q^�� s GIVEN UNDER MY HAND AND SEAL OF OFFICE,this the of s,2001, te'O9-E 35227' I I (D ----'-'----- SEa , ' I, \\ io �� 2o.s4' 393.07' ( 1 � f , pa By:GRAPEVINE MILLS RESIDUAL OPERATING COMPANY,L.L.C.. " a Delaware Umhed Liabifdy Company.As general Partner g ! I'r r^x ' �SOB'OS'hq-W ? /�1 J , N Public in and fo My.�YA -. 1 ® I,']J 6.59' 'sue_/ 5 8-xRS DRAINAGE EASEMENT H� By:MILLSSERVM.ES OF GRAPEVINE,INC. UD j 1 ' 1 s W a Delaware Corporation.its Manager i { ' CAB.A.SLIDE 3890 I I e M ® Notary Panted name po.sw fey f I '' waft FOM N ha.50' i P.R.T.C.T. It AY N, MYExy orMa6'1L2W5 Amended Plat Nil 1 uAr TANae d { y Commission Expires Lot iRI Block i 1 -asas a �J r e s 11 Nm'Sa'46-W LOT BLOCK Z I + e Grapevine Mills Addition I w o 20.52' ' i i BY: a®,; . ® ��0 Note: Cab. A Slide 5481 a 2a0.34 ACRES I� 's P.R.T.C.T. ; WI + I 1 • s ! ! 8 8,6®ji S Q. FT. S f i f I 1 1; ITS: r ` ®I Grapevine Mills Residual Limited Partnership reserve unto themselves,the right to instal,construct,and maintain utilities within all areas ! r\ shown as landscape easements hereon. 25'LANDSCAPE EASEMENT 1 r 'N STATE OF _ REPLAY '--"-- 25'LANDSCAPE EASEMENT CAB,A,SLIDE 3890 n� I COUNTY OF TT i I i°nsis .O�' CAB.A,SLIDE 3890 PA.T.C.T. �' I LOT C BLOCK {! A i Epei P.R.T.C7. 1 ( LO ® V BL CK Ili i O BEFORE ME,the undersigned Notary Public in and fa said county and state,on this day personally aDPeared t { I L-4T.58' ° (<(,L/nA_[- MpAMTG®Af eV known to me to be the person and officer whose name is wbscnbetl to / 1 W �' R=3D. l 1 .�, w 1�P AND TRACT A-RI, BLOCK 2 I I I ,,7 I , a: the foregoing instrument and aMmowiedge to me trial he executed the same for purposes and consideration GRAPEVINE p/ �i therein expressed and in fie capacoly therein stated. (Xrxx OT r,AicN�� GRAPE Y'NIE MILLS ADDITION a i AIDS,". ! 1 Mrut.cir rrµa I /p e'os'x5'E 20'DRAINAGE EASEMENT i 1 I AY 256' f L=T,9J. CAB.A,SLIDE3690 i� 1 i GIVEN UNDER MY HANDANOSFALO OFFICE.thisthef ,oF A,lrWf'ihtdf 2001. BEINGAREPLATOF R=S.op P.R.T.C.T. 43'36• 20'UTILITY EASEMENT •,,.ro.ks.ucc.-rac..,,.v.._ TRACT A-R,BLOCK 2 �er'o'np gsoo' -- _ ® CAB.A,SLIDE 3890 o:erg GRAPEVINE MILLS ADDITION ' 0.1g• sogT�'xs'w ' 25 ACCESS EASE ` s.�4bs I P.R.T.C.T. rypuWicinantl County, %`i''�. RECORDED IN CABINET A,PAGE 3890.PRTCT ! i -X'CUT END. • i 69.96' 2.95' N8x'02'�� BY M£NT 55-E L li� _ L.�, .; ( -9S,.. 36-w THIS PLAT I r .,�, i'� soass•ax-w z4o.e6 soe76•zs.w xs' 2�-0. ,wIEMeATFetiY s i Y c BEING 4.908 ACRES OUT OF THE ( �1' CURVE TABLE ewaxRa �.., ..x cs C4 NBt'gTI# c"IN CURVE LENGTH RADIUS Notary Printed name N4nn Ma 'lit z „ -.,, •,K HIERS OF,LAMES GIBSON SURVEY,ABST.NO.586 I j Ii ►I \\ �rC�'`,TU(j" 72.4e wit HENRY SUGGS SURVEY,ABST.NO.1415 1 NOe 1g 3.88 C 25.32 65.50 ti..are+ 26"E My Commission Expires: j cz 8.71 30.00 CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS f Ix ___ __ +s...,.,.m'�.o' ' �j cx 1. cJ ta.oa 162 fi.z3 .. ZONED C-C { I Q 6 �•� t i ca 7.e3 S.00 ®. .qa' PLANNING COMMISSION: GRAPEVINE CITY COUNCIL: 5/8-IRr cs 7.81 s.oD e' c .-... 2 LOTS Tx, r Date Approved:OCTD13L ib,...�._001 Oale ApProvetl:Ocinla-e It>r 20D1 D._ owNER: SURVEYOR: J L OSE / OFC L 1 'i';'E.,JY:.,FJR.EABLE GRAPE ONE MUS RESIDUAL LIMITED PARTNERSHIP (�g�iL'�-Horn Lot vi i BloA 2 25'ACC �, 1 j 1 r t UNDER FEDERAL LAY';. SU T wt00 BLVD. t2700 Park Central Dme. Svhe 1s,I j r I Grapevine Mills01s Addition I CAB.AE SLIDE 3?,3 1� r POINT OF Chat ma ARUM 4DD and A S,rts 1800 R.T.C. I ' 1 BEGINNING Mayor ARUNGION,NRCiNIA Dailos,Texas 75251 r r Cab. A Slide 3763 P 3763 J 2- 0-t300 I P,R.LC.T. I i �1 � , x=zalssstlz '"� � Tel.Ne.97 n I ' 1 r Y=703791i 73 Ci Seaeb To No.972-239-3820 tI 1 I GATE Ocleher,2001 KHA JOB NO,6302246 SHEET t OF i I t This Plot Filed In Cabinet _14__,Slide-W-0- Dote: \\ Y U\ 4 A Lot 2, Block 2 1 Grapevine Mills Addition Cob. A, Pg. 3890 '-------- all ci°e a +{I 3 I - i W� V° I + i VICINITY MAP 9eEsm\ Z II t l+ • .t .. ,,., /.. „� , -� 2' \ / /I ' GRAPHIC SCALE ^= 63 /: +ati .i' ' 1 t••_30' to lei I i SITE PLAN 9 !I r CITY OF GRAPEVINE I$ pa 9 �2' 9 5= 36 9' P° g 8 a ®s' ` I / it '# APPROVED 2 m t ,� ' i SHEET 1 OF i "TREE APPROVAL DOES NOT AUTHORIZE ANY WORK N J to i ->_\\\� I I / 1 IN CONFLICT WITH ANY CODES OR n ° I 1 1 ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES A=16'13'27" R=802.00' U 1 1', ` ' ❑ a �i 7 d 1 � APPROVED BY T=114.31: L 5' 18' 25' i + +vl i 1 PLANNER L=227.10 Tract A—R7, Block 2 CB=22g 3433"W V /Grapevine Mills Addition ( 1 ,' ' DATE Fin Fir. 543 0 i I ,� n, 6 TR 1 25 EE d ( NOTE All existing trees Shall be protected during construction. ® 1 11 It 1 c 1 I ...' Q . It 1 1 Aa SP I' i, W , 6"THE _.� 2 Spa. 9'= 18' .C� 2 Pa 9' TREE N I +® 1 t! SITE PLAN j9 c 99 (o t IN i� iTREE t c GRAPEVINE MILLS fit ! ' \ n RETAIL CL TR ® Tract A—R1, Block 2 E� j Ca GRAPEVINE MILLS ADDITION 3 Lai 5, Hlaak z ; Situated In The iv Grapevine Mitts Addition v , , Cab. A. Pg. 7080 ' ! i HEIRS OF JOHN GIBSON SURVEY ' ABSTRACT No. 586 w ip l 1 ' w HENRY SUGGS SURVEY J ' ABSTRACT No. 1415 SITE PLAN NOTE SITE DATA SUMMARY CITY OF GRAPEVINE 1. Lot Area Z874 Ac. (125,191 SF) TARRANT COUNTY, TEXAS Di requirements of Section 25, "CC" Community Commercial Building Area 26.325 Sq. Ft.District shalt be met. - Floor Area Ratio 0.21 1 Owner 2. All requirements of Section 53, Landscaping Regulations shall Building Height 23' (35'®Comers) Green Street Properties be met. 2320 Paseo del Parking Required 80 Spaces (19,825 SF Retail ®1/250) as Vegas,P Blvd. B2O2 Nevada 89102 3. All requirements of Section 56, Off-street Parking Require- Parking Required 65 Spaces(6,500 SF Rest. 0 1/100) Telephone 702 876-5582 ments shall be met. Handicap Spaces 6 Spaces Prepared By 4. All signage shall be in accordance with Section 60, Sign Van Accessible Spaces 3 Spaces RLK Engineering, Inc. BENCH MARK: Standards. Standard Spaces 165 Spaces 111 West Main Street City of Grapevine Total Parking Spaces Provided 169 Spaces Allen, Texas 75013 Geodetic Control Mon. No, 7 5. All requirements of the Grapevine Soil Erosion Control Ord- Landscape Area 21,718 Sq. Ft. Telephone 972 359-1733 Elevation: 585.76 inance shall be met during the period of construction. Impervious Area 103,480 S Ft. 4 Case No. CV06-52 MISC.INFORMATION REVISION DATE DESCRIPTION SITE PLAN RLK ENGINEERING,INC. j 111L:, - iII West Main GRAPEVINE MILLS RETAIL wffAwAW Allen,Texas 75013 (972)359-1733 Off CiTY OF GRAPEVINE,TEXAS (972)359.1833Fax DESIGNED BY. TECH REVIEW: DIMING FILE: DRAWING SCALE: SHEEP: RLKEngine mg ALK 06082 SYfEdag 1,-,. DRAWN BY, PEER REVIEW: DRAWING DATE: PROIECTNUMBER: 1 ](�( RLKEnglneedng RLK lwjQ RLK:XIIII, L . V Lot 2,Block 2 Grapevine Mills Addition Cab, A, Pg. 3890 3 TBM: Sawcut&Connect x"cat m Pavement To Exist. Pavement. Elay.5<2sy Connect To Exist Pavement. Const. Longitudinal Butt Joint Const. Longitudinal Butt Joint. =Q= Adjsut Storm Manholes To Match New Grade(Typ.) O 30 100 a d •• ""' Sawcut &Connect Z y4' •' 9 •. •'=-' �•�r. To Exist. Povem nt. GRAPHIC SCALE r -i If Const. Longitudinal Butt Joint. 1'"=30' ' 3'R O Connect To Exist //' o® 9' oP Barrier Free Ramp o�.„ R HC Ramp3ll L�HC Ramp _.TREE PAVING NOTES xA^ 1. All materials and construction shall be in accordance with the City of Grapevine Standard Specifications and Construction Standards, _ and Standard Specifications for Public Works Construction prepared 6' by North Central Texas Council of Governments(Latest Revision). 2. Existing utilities are shorn schematically and are for the contractors guidance only. The location and/or elevation of existing utilities A=16'13*27" as shown on these plans are based on records of the various utility R=802.00' U ❑ companies,and,where possible, measurements taken in the field. T=114.31' L 5' Iv �' The contractor must call the appropriate utility company at least L-227 10' Tract A—R1, Block 2 i 48 hours prior to any excavation to request exact field location CB=NO'01'33"W V i ro Grapevine Mills Addition of utilities. 226.34' Const. 5'Sidewalk _ Adjacent To Curb 3' Rum 3. The contractor shall on responsible for protecting all existing e contractor (1) °' is respements In onsible for the re airs construction damage a town project. exl existing Improvements P P a Y 9 e e _ 6"TR during construction. Repairs shall be equal to or better than condition prior to construction. 25' non anus a 4. Ail paving dimensions are to the FACE of curb, where applicable, 6- unless noted otherwise. 5. All curb radii are 3'unless noted otherwise. - S _ 6. All parking spaces are 9'x 18'.unless noted otherwise. Const. Barcier •> a 6 EE } Free Ramp 0 ® 7.Fire lanes shall be striped in accordance with the City of Grapevine ry P'rc Standards. s' HC Ramp `�+ ,a ': ,� 8. Parking stripes shall be 4"wide,spray applied white Wnyi acrylic L' L paint Paint shall be applied in two coats to a dean,dry surface 9 template F{um 0 machine. 3' - using Pate or striping P 9 v� 9' nn�•�- 9. All paving and earthwork operations shall conform to the recom- HC Ramp 6"THE mendations of the geotechnicai report. S� W 10. See Site Details for pavement section details. n S� OR 11. See Architectural Plans for exact building dimensions and related v \ sidewalk dimensions. pts uxE snOwu rc8 cxucKc - TREE i cxcesr rzz�vovrs sHarra`xFa - �`�"�•„� i' S';�T. -� y �.�- � �. 72 All existing trees are required to be protected in place, sr a>waRos�xaccr oR �,S 9' (� i wm+crry or owaw+c ,r 'TREE 1y� C fSawcut&Connect o Exist. Pavement. 0 Q PAVING LEGEND Const. Longitudinal Q" Butt Joint, n r R s "I L T (,� 3600 PSI Relnf. Cone. Pavement With Lime Stabilized Subgrade ' - 6"Canc. For Drives Connect To Exist. Pavement. 5" Conc,For Parking Bays / Comet. Longitudinal Butt Joint ----- Proposed Expansion Joint Lot 5, Block 2 Grapevine Mills Addition ' Cab. A. Pg.7080 _ BENCH MARK: City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585.76 MISC.INFORMATION REVISION DATE DESCRIPTION \ , OF`F�1, PAVING PLAN " RLK ENGINEERING,INC. AwWAw 111 West Main � ... :.";'•� GRAPEVINE MILLS RETAIL Allen,Texas 75013 sE KELLY i•--••'•-•••••• CITY OF GRAPEVINE,TEXAS (972)359-1733 Off ,.a'• 91858 /ye DESIGNED BY: TECH RENEW: DRAWING nLE: DRAWING SCALE: SHEET: (972j359-1833Fax //oQ•treex- RLKElgf—mg RLx aoe2anVdwg _ta• /�J R D-RLK Engineering PBE ING 1 81KEYIEW: DRA IWI&ATE PROIRLK: JMBEx 05082 C 2 OF U Lot 2, Block 2 Grapevine Mills Addition Cab. A. Pg. 3890 �z Cut In Pavement - �ev. =g0� 0 30 too �.+j y 425 24 41. .. i 11 I Farr oP' 424 GRAPHIC SCALE 41.4 O?.r 4 40.3 t azs 425 a2z 4 a2a Xi' q ! / '/ sF T •Oi 1 a / 41.1 f i i i 41.5 42.0 42.15 42.0 / 40.2 >rQ � M 424 41.3 � 42.0 J/ t GRADING NOTES 41.3 42.f a 9 a 3 5t 1. All construction shall be in accordance with these plans {( R 47 0 42.3 42.3 42 40.2 and City of Grapevine standards and specifications. Y; I az.o 405 2 Prior to starting construction, the Contractor shot[make 42,3 42.4 42.8 42.3 423 [_� 42.3 / certain that all required permits and approvals have been 1 n �,. 41.9 a2.81 y9 obtained. No construction or fabrication shall begin until TREE the Contractor has received and thoroughly reviewed all A J\ 42.9 29 429 420 41-5 4oi5 / I plans and other documents approved by all of the permitting authorities. 3. In the event an item is not covered in the City's specs., ! REE ' fj 1 n _ the City Engineer's decision shall apply. 4. Contractor shall meet O.S.H.A requirements for trench safety. A-16*13*27" IT, 6"T 5. Sarroading,traffic control,and project signs shall conform R=802.00' r.j�t' 41.5 / �r t i To Texas Department of Transportation. T=114.31 \zo 422 // j ❑ '! 1 6. The Contractor shall verify the suitability of all existing and L=227.10� 4 ° 4z96 '' a I proposed site conditions, including grades and dimensions 1 /Tract A-RI, Block 2 ` CB=NO'01'33"W U i ago i \ before commencement prior any construction. n the event 226.34' 1 Grapevine Milts Addition r 42.1 t a,.2 �3 t of any conflict, and prior to commencement of any 425 i a29 , 394 construction,immediately notify Engineer. Minor adjustments I 4YY �� Fin..Fir. .O 1 �, of finish grade to accomplish spot drainage are acceptable if necessary, upon prior a,pproval of Engineer. All paving / 41.2 40.3 { 6"Tit installed shall "flush out at any juncture with existing paving. g. 7. The locations of underground utilities shown on this plan are based an field surveys and local utility company records. i ry It shall be the Contractors full responsibility to contact the various utility companies to locate their utilities prior to starting construction. Any damage to existing utlities is to ,. 422 429 4296` 38.9 ' I! be repaired at Contractors expense. ,� � r 8. Proposed spot elevations are top of pavement elevations. - 42.9 s EE t :, „ 9. Prior to placing fill, the subgrade shall be scarified to a Q- a.3i ? depth of six inches and recompacted to a minimum of e {� s• \ 't 42a �� \ ' u„ r'� 957 of Standard Proctor,at or slightly above its optimum moisture content as determined by ASTM D-698. Fill 421 '; 404 39.5 ` ' ��'j L material shall be placed in six to nine Inch lifts and comp- 4,.3 1 a azs y ats a,.a q acted in a similar manner. //nn \, t t ay, 10. All subgrade preparation shall be as directed in accordance 40.3 394 i i, with the Geotechnicol Report. 6'THE -'-•'�. V C2.o 419 ) i ' 11. All proposed grades in landscaped areas ore finished grade elevations. Contractor to allow for seeding or sodding of f ai.t f these areas. ' 41'0 a 12. Any damage to adjoining property during construction shall Csc"`aiu r,,i`s CN1fis - TeEe 39 9 1 i < be repaired to pre construction conditions or better at the an as aim ��- - 41 3 / - i I o• �`'� r l` expense of the Contractor. 1 3815 C # ,TREE v 13. Erasion control shall be in place prior to the disturbance \.✓ of any existing surface. 0.2 39.0 j 14. All sidewalk slopes shot] not exceed the following ADA ` V •, requirements: 1:20 longitudinal(along the walk) 1:50 transverse(across the walk) 15. it shall be the Contractors responsibility to remove excess �\ earthwork material from the site at no additional cost to ,.p� the owner. „sb f?T Erg ^./ v 16. If additional earthwork material is required to achieve the ' grades indicated, it shall be Imported by the Contractor at no additional cost to the owner. ' rm,r ovc� ' Lot 5. Block 2 Grapevine Mills Addition GRADING LEGEND Cab. A. Pg. 7080 aa.2 Prop. Spot Elevation (444 Proposed Contour ------sae,----- Existing Contour - Direction Of Flow .re 1 2, Exist. Spot Elevation 13ENCH MARK: City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585,76 MISC.INFORMATION REVISION DATE DESCRIPTION y�E 0F3TF tt4 GRADING PLAN RLK ENGINEERING,INC. =�P,.•••• . Iq�r i11 West Main Allen,Texas 75013 GRAPEVINE MILLS RETAIL �'�'SETH KEiw _ Off i�`. ei85e a^ CITY OF GRAPEVINE,TEXAS (972)359-1733 O DESIGNED BY: TECH REVIEW: DRAWING FILE DRAWING SCALE: SHEET: (972)359-1833 Fax �j a'�tc¢xs�°" � RLKEn l..Me RLK oeoezOMDAd >30 f411,70\\"�'`y�Y.lapbb DRAWiJ BY: PEER REVIEW: DRAWINGDATE: RROJECTNUMBER:RLKEngineering RLK la'161M RLK OM81 C 3 OE R V Lot Z Block 2 Grapevine Mills Addition Cab. A, Pg. 3890 IBM; '. Cat in Pavement EI.,542.84 5 a11 6 Cu rb -0 IC 540.90 I r i I 1 0, .0' 0 30 100 GRAPHIC SCALE /'6'Cue inlet 1 A TC 541.50 FL 537.50 Con 18"L.0 T.Ex-M-h.l. C I&a- DRAINAGE NOTES1. All materials and construction shall be in accordance with '9�u I " - 0 32 4 1 . f I the City of Grapevine Standard Specifications and Construction Standards,and Standard Specifications for Public Works TREE Construction prepared by North Central Texas Council of Governments(Latest Revision). 2, Existing utilities are shown schematically and ore for the contractors guidance only. The location and elevation 6' EE R3 of existing utilities as shown on these plans are based on 02 records of the various utility companies,and,where possible, 6 RD 0.16 1 measurements taken In the field. The contractor must call 24 8FF i RD if the appropriate utility company at least 48 hours prior to A-16'13*27* I -i SFF any excavation to request P exact field location of utilities. R=802.00' Tract A-11, Block 2 6'Garb W4 I art T-1 14 31' 539-90 3- The contractor shall be responsible for protecting Gil //GropeVine Ills Addition FL existing improvements In the construction of this project. L=227.1 0' 53190181\l,t. The contractor is responsible for repairs of damage to any CB=NO'01'33"W 226,34* B NO/Iju WA so or no E..42'RG existing Improvements during construction. Repairs shall be equal to or better than condition prior to construction. 0.60 Al 4, All storm sewer pipe 18'and larger shell be Class Ill RGP. 6.3 11 1 1'TR All storm sewer pipe 15 and smaller shall be HDPE drainage pipe or approved equal,except where noted otherwise. R2 R4 6'RD EE 0.16 5. Contractor shall be responsible for maintaining trench 24 _Ei 0.16 B R I safety requirements In accordance with the latest standards 1.7 of O.S.H.A. or any other agency having jurisdiction for 1.7 excavation and trenching procedures. Contractor shall C: provide and implement a trench safety plan complying with O.&H.A. EE so 3 -Y 0 DRAINAGE AREA CALCULATIONS Drainage It C4. Drainage Area C Note. THE Area No. (--a) (-I.) (m/h,) (.f.) A 0430 0.9 10 If's 3.1 Al 0.24 0.9 10 11.6 2.5 0.62 1.inlet 1 t A2 0.62 0.9 10 11.6 6.5 39.00 1 TREE FL 5.00jl tB 0.60 0.9 10 11.6 6,3 _ Co t 18"Lat. I I C 0.32 0-9 10 lix 3.3 42 RI 016 0.9 70 11.6 1.7 jTREE 4) C IL6 1.7 11.6 1-7 > R4 0.16 0.9 1 10 11.6 1.7 i lid Drainage t. L Drainage Area CCtrs) Notes E Are. No. (Acres) A 0M30 09 10 6.8 1.8 I Al 0-24 0.9 10 6.8 1-5 A2 0.62 0.9 10 6.8 18 8 0.60 0.9 10 6,8 3.7 Lot 5, Block 2 1 t DRAINAGE CRITERIA c a32 0'_9 10 6.8 2.0 Grapevine Mills Addition I IIRI GA6 0-9 10 6.8 1.. Cob. A, Pg. 7080 i i Q = C I A RZ 1 0.16 0.9 10 6.8 1.0 C = 0.9 R3 0.16 0.9 10 6.8 1.0 11, 6.8 R4 0A6 0.9 10 tc= 10 min. X -Drainage Area No. Acres _0100(of.) (5 Drainage Divide Line BENCH MARK: City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585.76 MISC.INFORMATION REVISION DATE DESCRIPTION RLK ENGINEERING,INC. OF TFxet - DRAINAGE PLAN I II West Main A"WAwAW Allen,Texas 75013 s,E,T ..,H. ........ GRAPEVINE MILLS RETAIL (972)359-1733 Off CITY OF GRAPEVINE.TEXAS (972)359-1833 Fax GNED IY_RLK �'�.� TECH,',I.EVIEW; 0PA=.11%1 DRA)�N �11 SHEET 711it S'YYONKL ,� DRAWN BV: PEER REVIEW: DRAWING DATE: jPR0IECrNUMBEP_ 4 8 RLK , Lot 2, Block 2 Grapevine Mills Addition Cob. A, Pg. 3890 "`Cut in Pavement .84 'It —————————————— =0 0 30 100 GRAPHIC SCALE 0 Co.. Refer to MEP Plans for locations of gas and electric services to the proposed building, R WATER & SEWER NOTE 1. All materials and construction shall conform to the City of Grope— vine Standard Construction Details and Specifications,except as noted herein and approved by the City. 2. Contractor shall be responsible for maintaining trench safety requirements in accordance With City Standards,Texas State Low, 6' REE NO Hose bibs and/or trash enclosure drains i i and O.S.H.A. Standards for all excavation in excess of five feet shall be installed In all service areas and trash In depth. enclosures per City standards, Refer MEP 1 3. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all A—16*13*27" 4) and Architectural Plans for details. I 6'� public utilities must be determined by the Contractor. it shall R=802.00' V be the duty of the Contract"to ascertain whether any additional T-1 14.31* L_ I Connect To facilities other than those shown on the plans may be present. L=227.1 0 Tract A—R1, Block 2 FL Ex.528.3 4. It shall be the responsibility of the Contractor to protect all public CB=NO*01'33*W 6 Ic Grapevine Mills Addition 6 —a,%'91- 1 11 utilities In the construction of this project. 226.3,V 6"Fir, Fin. Er. 543.0 I 1 i 5. Any utility installed outside of an easement shall be installed by 2" a p,umber and Inspected by Code Enforcement. C R 6. Sockfill for utility lines should be carefully placed so that the R11,MEP F—I- I utility will be stable. Where utility lines crew the parking lot, the 1-12'.6"Ta E...t Size,Location, in S 9—&valveId or top 6"'should be compacted similarly to the remainder of the lot. '—B."...t.r Check Utillti..At R.AdII,g. Utility ditches should be visually Inspected during the excavation I vault Per process to ensure that undesirable fill Is not used. City Standards REE 7* If rock is encountered in the trench,rock spoil shall not be used in the upper 1.5 feet of the trench. The upper 1.5 feet of the ., trench Is to be backfilled only with quality topsoil. 1-2*M.t., is e 8. All water mains shall be C-900 PVC, Domestic and fire water Willyposs serves lines shall be per City Building Code requirements. With Br.- 9. All ductile iron fittings shall be of the mechanical joint type or t I _y slip joint and shall be Clow D. or Class 250 on sizes 12"and c-111 smaller In accordance with A.W.W.A.Specification C-110-64 and C) —64. ro 10. All water mains shall have a minimum cover of 42",or sufficient d' & 6'TRE cover to clear other utilities as measured from top of pipe to existing ground level or finished grade, whichever Is greater. 1 j ll 11. Fire hydrants shall be placed 2*-6' from back of curb located as shown on the plans. 12. Fire hydrants shall be ally approved and color coded. Ail gate wives shall be City approved, Ra—cR xe, 14. Sanitary sewer manholes shall be constructed of cost—In—place concrete or precast concrete with cost iron frames and cover C per City of Grapevine details. 15. Con ate blocking shall be provided an water mains at oil less, > or file hydrants,and bends per City of Grapevine standards. Payment for concrete blocking shall be subsidiary to pipe installation CL and shall be included In the bid price thereof. r I THE L 16. The slope for sanitary sewer laterals shall be 27,or 1/47 per foot or greater. 17. Type"H"Embedment shall be used for PVC water mains, 18. All water meters and fire hydrants shall be protected by curb or bollard, 19. Refer to Mechanical Plans for exact water and sewer service locations. Lot 5, Block 2 Grapevine Mills Addition 20. Fire sprinkler line shall be sized and installed by c State Licensed I Fire Sprinkler Contractor. Cob. A, Pg. 7080 BENCH MARK: City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585.76 MISC.INFORMATION REVISION DATE DESCRIPTION A�lmlr AWAV' RLK ENGINEERING,INC- 4."Y� WATER&SEWER PLAN I I I A West Main ..... GRAPEVINE MILLS RETAIL MAwAW Allen, Texas 75013 •............. I (972)359-1733 Off CITY OF GRAPEVINE,TEXAS GNPD BY (972)359-1833 Fax 1 IA4 DRAWN BY PLICID,91—fi PE ng d C 5 OF 50' e a �F awn°I'.Pr,Site Runoff Lot 2, Block 2 6' paved surface Grapevine Mills Addition Min. Cab. A, Pg. 3890 Filter Fabric U frog wade Drop Inlet Curb Inlet Protection Protection PROFILE VIEW wade To oram away install From Stabilized And Right-Of-W. Silt Fence - She*S1 ' O' O 30 100 Fla.AFlaw a sayFr •• ...® a •. :.: ,.� . l Entrance' PLAN VIEW ec ■rsiirur ■ur-r■arrrr lr ■rr i®r e I GRAPHIC SCALE rr® ra.uora ra \ _ STABILIZED CONSTRUCTION ENTRANCE m - -- - ?® Location To Be Determined At Tint,Of Constructon �' 3 * �' / \C/'Curb InI • Prot on / i / Curb/niet • Protection M® EROSION CONTROL NOTES • 42 NOTES V IV IDi 1. All construction and materials shall conform to the City of Grapevine Standards and Speolricotions for erosion and sedi- 1.stone shah be 3 to 3 inch diameter crushed rock or ■ R . ' I % • ment control. cceptable pushed Portland Cement Concrete. ' 2 when r�aeasary,vehId-span be awned to 2. Contractor shall install silt fences as shown and as required sediment prior to entrance onto a public roadway. ® � \ i t, 4 a/ 3 by Owner's engineer or City of Grapevine if additional erosion When washing Is requked,it aholl be dome on an arw / ff "TREE protection IS needed. stabiized with or stone,with drainage flowing away ■ `r n ■ .d. from both the street and the eta lined enronce. All ■ sediment shell be prevented from entering any atom. ■ > j 1 ■ 3. Contractor shall control mud accumulation on oil streets drain,ditch,or watercourse using approved methods. Instal) m N / _ 1 ■ sumounding the project. No mud accumulation will be allowed 3.The entrance shmi maintained In a condition which t h , in public streets. Silt Fence ® a / :a will prevent tracking or flowing of sediment onto paved 6 REE H surfaces. This may require periodic top greasing with I / �� O N 4. Maintain all filters during construction to prevent any additional stone as condition.demand. All sediment ® , i v ■ as - blockages from accumulated sediment. Additional silt fences spilled,dropped,washed,-tracked onto paved imfoces ® N ■ T may be required during Canstn1et10t1 as specified-by engineer muse b.rem.ed immediately. ® / i •'1 a Curb(In 0 E �• or City Inspector. 4.The entrance must be properly graded or incorporate - ■ i ❑ Protection • a drainage Swale to prevent runoff from leaving the V • 1 1 ® 5. All proposed parking areas are to be paved as soon as construction.It.. !` • i o l / ; possible after subgrade Is prepared. U ® /Tract A-R1a Block 2 \ • ■ %Gra evine Mills Addition i I • 6. Contractor shall remove all temporary erosion and sediment P \ ■ controls only when there is a sufficient growth of ground /jf Fin. Fir. 543.0 i a ® instal cover to prevent erosion. Silt Fence A=18'13'27w R=802.00' ® w M y u �. L=227.10' ■ • emde To P"wrt Runoff CB=ND°01'33"W 6" REE From Lea ng Ste g� b..34 ry ® l i �t 1 6' Paved Surface 22 �' Min. Fabra •� ■ \ , I 6�2EE IN FilterEH stiOd.Q ... CL ) PROFILEMEW ■ '� 'ra i� ■ ! - L - Grode To Drain Away ■ M 1 } From Stabilized And R'ht—Of—le ® \ hry \' `\ ! ■ ,n A Street Paved Surface C, g3 \ d ® r 6"THE y I Pavnssdit�bvnrf cel Curb I et ® Aso Pr • g I ' TREE®�®rrrrlrr ` f. /f M. I.. y F st Entrance rom 9�c i _ 1 0� ® PLAN VIEW •,rr serr 6"iTREE (D STABILIZED CONSTRUCTION ENTRANCE t rl wa ■ _. ®rr Location To Be Determined At Time Of Construction is rCL THE ! NOTES 1 ll �r L 1.Stone shall be 3 to 5 inch diameter crushed rock or Install acceptable pushed Portfand cement concrete. Silt Fence \ l 2-when......y, whiclea shall be cleaned to rem.- sediment prior to entrance onto a public roadway. _ When washing is required,it shall be don.an an a— stabilized with crushed stone,with drainage flowing away from both the street and the at&flized entrance. All sediment shall be prevented from entering any storm drain,ditch,or watercourse using approved methods. 3.The entrance .It maintained M a condition which Lot 5, Block 2 wli prevent tracking or flowing of sediment onto paved CURB INLET Grapevine Mills Addition surfaces. This may require periodic top dressing with CONCRETE BLOCK CONCRETE BLOCK Cab. A. Pg. 7080 spelled nd dropped.washRor track oednontoAll pav d'msur aces RE SCREEN "RE SCREEN - most be remb,od Immediately. AVEL FILTER 4.The entrance must be p,.Wiy graded ar incorporate a drainage swale to prevent runoff from leaving the construction site 191W GRAVEL FILTER _ CONCRETE BLOCK CURB INLET PROTECTION DROP INLET PROTECTION NOTE: Owner and Contractor to be responsible BLOCK AND GRAVEL PROTECTION for submitting N.O.i.(Notice Of Intent)prior conc-t.blacks ore to be placed on their sides in a single row around the perimeter of the inlet, to beginning any construction. Owner and with ends abutting Opening in the blacks should face outward,not upward. Wire mssh anal then be Contractor also to submit N.O.T.(Notice Of placed over the outside face of the blocks coveting the holes. Filter stone shill then be good against Termination). the wk.mes "b h to the top of the blocks with the base of the stone being o of 18 inches from the blocks. Periodically,when the atone Ater becomes dogged,the stone must be"removed and cleaned in a proper manner or replaced with new stone and pled back against the wire mesh. - ....= MISC.INFORMATION REVISION DATE DESCRIPTION RLK ENGINEERING,INC. EROSION CONTROL PLAN OFT 1 :;r,�'�`•-•��'�.�fe Ill West Main sky:_' :�k�; GRAPEVINE MILLS RETAIL Allen,Texas 75013 (972)359-1733 Of{ i A' 9t85 ar. CITY OF GRAPEVINE,TEXAS o'. err DESIGNED BV: TECH REVIEW: DRAWING Fil.E: DRAWING SCALE: SHEET: (972)359-1833Fax0,,rr��' RUEngn..rin8 Ru Bd082EC.dwg f>Tp frtft111L `r• DARN 15n,meertng PEE REVIEW_ DRAWING DATE PROTECT NUM&F.A: Q RLK RLK:a5682 OF V SANDBLASTING WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT SOLID WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT < DESCRIPTION DESCRIPTION DESCRIPTION The objective of the management r The hazardous waste management BMP addresses the problem of storm wafer DESCRIPTION 1a 9 program is to minimize the potential of Large volumes of solid waste are often generated at construction sites Concrete waste at construction sites comes in two forms; 1)excess fresh storm water quality degradation from ewe Pruden activities enes at construction polluted with hazardous waste through spills or other forms to contact. The sites. The key issues In this program are prudent handling and storage of objective a the Management Program o to minimize the potential s inducting packaging,pallets,wood waste,concrete waste.soil,electrical concrete mix inducting truck and equipment washing,and 2)concrete dust and sandblast media,dust suppression,and storm water contamination from common construction site hazardous wastes wiring,cuttings,and a variety of other materials.The solid waste management concrete debris resulting from demolition and sawing. Both forms bare the potential ppr proper collection and disposal of through a practice lists techniques to minimize the potential of storm water to impact water quality through storm water runoff contact with the waste. mh spent media. It is net the intent of this program to outline all of the 9 appropriate recognition,handling,storage.and disposal practices. contamination from solid waste through appropriate storage and disposal worker safety issues pertinent to this practice. Safety issues should be practices. PRIMARY USE addressed by construetia.safety programs as well as local,state,and it is not the intent of this Management Program to supersede or replace normal Concrete waste is present at most construction sites. This 8MP should be and federal regulations utilized at sites in which Sandblasting waste is site assessment and remediation procedures. Significant spills and/or PRIMARY USE utilized at sites in which concrete waste is present. Present. contamination warrant immediate response by trained professionals. These practices should be a pat of all construction practices.By limiting the Suspected job—site contamination should be immediately reported to regulatory trash and debris an site,storm water quality is improved along with reduced APPLICATIONS INSTALLATION/APPLICATION CRITERIA authorities and protective oeVers,taken. The General Permit requires reporting clean up requirements at the completion of the project A number of water quality parameters can be affected by introduction of Since the media consists of fine abrasive granules,it can be easily of significant spills to the National Response Center(NRC)at(800)424-8802 concrete—especially fresh concrete. Concrete effects the PH of runoff,causing transported.by running water. Sandblasting activities typically create a APPLICATIONS- significant chemical changes in water bodies and homing aquatic life. significant dust problem which must be contained and collected to prevent The solid waste management practice far construction sites is based on proper Suspended solids in the form of both cement and aggregate dust are also off—site migration problem which must be contained and collected to PRIMARY USE stage and disposal practices b to Prevent off—site migration or fines. These management practices along with applicable OSHA and EPA guidelines g P P y construction workers and supervisors.Key Generated from both fresh and demolished canaete waste: should be incorporated at all construction sites which use a aerate elements of the Program are education and modification of improper disposal Operational Procedures hazardous wastes. Man wastes such as fuel,ow generate habits. Cooperation and vigilance is required on the part of supervisors and Current Unacceptable Waste Concrete Disposal Practices Y grease,fertilizer,and pesticide workers to ensure that the recommendations and procedures are followed. Dumping in vacant areas on the job—site. Use only inert,non—degradable sandblast media. are present at most construction sites. Following we lists describing the targeted materials and recommended procedures: Illicit dumping off—jobsite. Use appropriate equipment far the job,do not over—blast. Dumping into ditches or drainage facilities. Wherever possible,blast In a downward direction. INSTALLATION, APPLICATION AND DISPOSAL CRITERIA Targeted Solid Waste Materials Install a wind sock or other wind direction instrument. The hazardous waste management techniques presented here are based on Paper and cardboord containers Recommended Disposal Practices Cease blasting.activities in high winds or If wind direction could transport proper recognition,handling,and disposal practices by construction workers Plastic packaging Avoid unacceptable dumping practices listed above. grit to drainage facilities and supervisors, Key elements of the management program are education, Styrofoom packing and forms Develop predetermined,sofa concrete disposal areas. Install dust shielding Or..d sandblasting areas. proper disposal practices,as well as provisions for safe storage and disposal. sp Collect and dispose of all spent sandblast grit,use dust containment Following are lists describing the targeted materials and recommended procedures Insulation materials(non—hazardous) Provide a washout area with i minimum of c eta p feet of containment fabrics and dust collection hoppers and barrels. Wood pollens area volume waste every cr cubic yards without concrete poured. Non—hazardous sandblast it may be disposed in Targeted Hazardous Wastes Materials Wood and ales Never dump waste concrete illicitly or without property owners W y sp permitted construction Pipe and electrical cuttings knowledge and consent debris is media permitted sanitary landfills. Palms Concrete,brick,and mortar waste Treat runoff from storage area through the use of structural controls if sandblastblast media cannot be fully contained,construct sediment traps Solvents os down am stre from bias8ng area where appropriate. Stains Shingle cuttings and waste required. g Reefin tar Use sand fencing where appropriate in areas where blast media cannot be Wood pre—tives Education fully contained. Cutting oils Steel(cuttings,antis,rust residue) if necessary,Install misting equipment to remove sandblast grit from the Greasas Gypsum board cuttings and waste Drivers and equipment operators should be instructed on proper air—prevent runoff from misting operations from entering drainage Renting tar Sheathing cuttings and waste disposal and equipment washing practices(see above). systems. Pesticides Miscellaneous cutting and waste Supervisors must be made aware of the potential environmental Use vacuum grit collection systems where possible. Fuel and lube oils Food waste consequences of improperly handling concrete waste. Keep records of sandblasting materials,procedures,and weather conditions Lead based points(Demolition) Demolition waste on a dolly basis. Enforcement Take all reasonable precautions to ensure that sandblasting grit is Storage Procedures Storage Procedures The construction site manager or foreman must ensure that employees contained and kept away from drainage structures. Wherever possible,minimize use of hazardous materials. Wherever possible,minimize production of solid waste materials. and pre—mix companies follow proper procedures for concrete Minimize possible, in hazardous wastes o the job—site. Designate a foreman or supervisor to oversee end enforce proper solid disposal and equipment washing. Educational Issues Segregate potentially hazardous waste from non—hazardous waste procedures. Employees violating disposal or equipment cleaning directives must Instruct construction workers in proper solid waste procedures. be reeducoted or disciplined if necessary. constru Segregate potentially hazardous waste from non—hazar ction site debris. from Educate all site employees of potential dangers to humans and the Designate a foreman or supervisor to oversee hazardous materials construction site debris. Demolition Practices environment from sandblast grit. handling procedures. Instruct ell on—site employees of the potentiol hazardous nature of Kee liquid or semi—liquid hazardous waste in a Keep solid waste materials under cover in either a closed dumpster or Monitor weather and wind direction to ensure concrete dust is not entering sandblast grit and possible symptoms of overexposure to sandblast grit. D q l appropriate containers other enclosed trash container that limits contact with rain and runoff. drainage structures and surface waters. Instruct operators of sandblastin F g (dosed drums or similar)and under cover. Store waste materials away from drainage ditches,swales and catch Where appropriate,construct sediment traps or other types of op g equipment on safely procedures and Store waste materials away from drainage ditches,swales,and catch basins. basins. sediment detention devices downstream of demolition octivities personal protection equipment. Use containment berms in fueling and maintenance areas and where the potential Do not allow trash containers to.-,flow. Requirements Instruct operators on proper procedures regarding storage,handling,and far spills is high. containment of sandblast grit Do not allow waste materials to accumulate on the ground. Use predetermined disposal for waste concrete. Ensure that adequate hazardous waste stooge volume is available. Prohibit littering by workers and 'sitars.Instruct operators to recognize unfavorable weather conditions regarding Ensure that hazardous waste collection containers are conveniently located. Prohibit dumping waste concrete anywhere but predetermined areas, sandblasting activities. Do not allow potentially hazardous waste materials to accumulate on the ground. Police site daily for litter and debris. Assign predetermined truck and equipment washin areas. Instruct operators and supervisors on current loco,state,and federal Enforce hazardous waste handlingand storage grow Enforce solid waste handling and forage procedures. g ?rg g procedures. Educate drivers and operators on proper disposal and equipment cleaning regulations regarding fugitive dust and hazardous waste from sandblast Clearly mark on of hazardous waste containers which materials ore acceptable for procedures grit. the container, p Disposal Procedures Have weekly meetings with operators to discuss and reinforce proper if feasible,segregate recyclable wastes from non—recyclable waste materials and Costs operational procedures. Disposal Procedures dispose of properly. Minimal cost impact for training and monitoring. Establish a continuing education program to Indoctrinate haw employees. Regularly schedule hazardous waste removal to minimize on—site storage. General construction debris may be hauled to a licensed construction debris landfill Concrete disposal cost depends on availability and distance to suitable disposal Use only reputable,licensed hazardous waste haulers. (typically less expensive than a sanitary landfill). areas. Use waste facilities approved by local jurisdiction. Additional costs involved in equipment washing could be significooL Material Hanciling Recommendations Runoff which canes into contact with unprotected waste shall be directed into Sandblast media should always be stored under cover away from drainage Education structural treatment such as silt fence to remove debris. structures. Instruct workers in identification of hazardous waste. LIMITATIONS Ensure that stored media or grit is not subject to transport by wind, Educate workers of potential dangers to humans and the environment from This concrete waste management program is one part of a comprehensive _. Ensure that all sandblasting equipment as well as storage containers comply hazardous wastes. Education construction site management program. - with local,state,and federal regulations. Instruct workers on safety procedures for common construction site hazardous wastes. Educate all workers on solid waste storage and disposal procedures. Refer to Hazardous Waste BMP fact sheet if sandblast it is known or Educate all workers on hazardous waste storage and disposal Instruct workers in identification of solid waste and hazardous waste. 9r' g p procedures. a suspected to contain hazardous components Have regular meetings to discuss and reinforce identification,handling and disposal Have regular meetings to discuss and reinforce disposal procedures(incorporate in Capture and treat runoff which comes Into contact with sandblasting procedures(incorporate in regular safety seminars). regular safety seminars). material or waste. Establish a continuing education program to indoctrinate new employees. Clearly mark on all solid waste containers which materials are acceptable. Fareman and/or construction supervisor should monitor all sandblasting activities and safety procedures. Quality Assurance Quality Control Quality Assurance Foreman and/or construction supervisor shall monitor on—site hazardous waste Foreman and/or construction supervisor shall monitor on—site solid waste storage storage and disposal procedures. and disposal procedures. Educate,and if necessary,discipline workers who violate procedures. Discipline workers who repeatedly violate procedures. Educate,and if necessary,discipline workers who violate procedures. Ensure that the hazardous waste disposal contractor is reputable and licensed. Take all reasonable precautions to ensure that sandblast grit is at transported off—site or Into drainage facilities. Requirements Requirements Jobsite waste handling and disposal education and awareness program. Requirements Job—site waste handling and disposal education and awareness program. Commitment by management to implement and enforce Solid Waste Management Commitment by monagement to implement hazardous waste management practices. Program. Education and awareness program Ea all employees regarding control of Compliance by workers. Compliance by workers, sandblasting and potential dangers to humans and the environment. Suffcient and appropriate hazardous waste storage containers. Sufficient and appropriate waste storage containers. Operator and supervisor education program for those directly Involved in Timely removal of stored hazardous waste materials. Timely removal of stored solid waste materials. sandblasting activities—instructions on materioi handling,proper equipment Possible modest cost impact far additional waste storage containers operation,personal protective equipment,fugitive dust control,record keeping Casts Smol cast Impact for training and monitoring. and reporting. Minimal overall cost impact. Proper sandblast equipment far the job. Possible modest cost impact for additional hazardous storage containers. Site— Small cost impact for training and monitoring. -specific fugitive dust central and containment equipment Potential cost impact for hazardous waste coilection and disposal by licensed hauler LIMITATIONS Compliance fugitive dust and w procedure. —acted cost depends on type of material and volume.Compliance by supervisors and Akers. � � Only addresses non—hazardous solid waste. LIMITATIONS One part of a comprehensive construction site management program. Coats This practice is not intended to address site—assessments and pre—existing Minimal cost for training and monitoring. contamination. Potential fa significant cost fa containment procedures on large jobs. Major contamination,large spills and other serious hazardous waste incidents Potential far significant costs associated with cleanup,correction and require immediate response from specialists. remediation if containment occurs. Demolition activities and potential pre—existing materials,such as asbestos, ore not addressed by this program. Site specific information on plans is necessary. LIMITATIONS Contaminated soils are not addressed. One part of a comprehensive construction site waste management program. Site specific solutions to sandblasting problems may be required. Sandblasting operations on structures known to contain hazardous materials require special procedures not specifically outlined above including professional hazardous waste specialists. Where hazardous materials are known or suspected,a site assessment and remediation plan may be necessary. ..,:„..x MISC.INFORMATION REVISION DATE DESCRIPTION a�g OF T.}tt EROSION CONTROL NOTES AWIAVII RLK ENGINEERING,INC. —gym•.••••..h'y I II West Main Y `: w, GRAPEVINE MILLS RETAIL Allen,Texas 75013 . •- - _ SETH ke��v 33 O CiTY OF GRAPEVINE,TEXAS ® (972)359-17ff i•e':• 91858 • �. f? DESIGNED By: TECH REWEW: DRAWING FILE: DRAWIN SCALE: SHEET: (972)359-1833 Fax �j�e•�ICgNS f 8y ALX Engineering RLK 06032 EC2.d 8 Nil tIt, MAL%"Oy1� DxAWN RU Engineering PEERRENEW: DRAWINGQDATE: PROIECTNUMEER;RLK:a6081 C f 7 OF 8 REF.SIGN DETAIL RESERVED RESERVED _BLUE PAINT WHITE PAINT PARKING PARKING 3^R (TYP.) (TYP.) Yro i COLORS: COLORS: WHEELSTOP NOTE: LETTERS AND BORDER-GREEN LETTERS AND BORDER-GREEN NOWE1.8 AND REINFORCING BARS SHALL SYMBOL ON BLUE BACKGROUND SYMBOL ON BLUE BACKGROUND BE SUPPORTED BY AN APPROVED DEVICE. SIGN.BACKGROUND-WHITE SIGN BACKGRWNO-WHITE = jL%61 O24"NO.5 SMOOTH DOWEL p�VAN-ACCESSIBLE16 DOWEL COATING ,p� 6 STRIPES ' 2"MIN, POLYURETHANE JOIN SEALNG COMPOUND 3/4" 1' MIN.CLEARANCE NOTES: NOTES: If HANDICAP SYMBOL 1.SPACING BETWEEN LETTERS,COLORS,AND PROCESSES SHALL 1.SPACING BETWEEN LETTERS,COLORS.AND PROCESSES SHALL SEE DETAIL _ CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS. CENTER IN PARKING 4" DOWEL SLEEVE(CLOSED END) 2.INSTALL WHERE INDICATED ON PLANS. 2.INSTALL WHERE INDICATED ON PLANS. I SEE PLAN ! SEE I SEE PLAN i SPACE(TYP) / I y+ 1 1 2" TO FIT DOWEL AND BE 3.VAN-ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. 3.VAN-ACCESSIBLE SIGNAGE ON VAN SPACES ONLY, PLAN SECUREO TO BE INSTALLED 2'C-C CL OF PARKING SPACE REDWOOD EXPANSION JOINT FILLER No.3 BARS ON 78"CTRS_EA.WAY TYPICAL SIGNAGE DETAIL TYPICAL SIGNAGE DETAIL EXPANSION JOINT TYPE 1 TYPE II HANDICAP STRIPING DETAIL HANDICAP SYMBOL DETAIL N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 3/4" WIDE x 1/4"DEEP _ SAWED OR TOOLED GROOVES WITH 3/4" WIDE x 1/4"DEEP STAINED CONCRETE SPACED 2" APART(TYP.) SAWED OR TOOLED GROOVES CONTRASTING COLOR AS PER SPACED 2"APART(TYP.) T.A.S. STANDARDS. STAIN COLOR STAINED CONCRETE WITH TO BE DETERMINED BY ARCHITECT CONTRASTING COLOR AS PER See pi- &/OR OWNER. T.A.S. STANDARDS. STAIN COLOR s" t" t". 5" /OR OWNER. SEE PLAN 6" TO BE DETERMINED BY ARCHITECT VARIES & T-PAVEMENT THICKNESS 3500 PSI CON. IN,. WITH VERTICAL SAWWT 3" No.3 BARS 11 11'CTRS. 3/8"WIDE MIN. 'P _ PROP, SIDEWALK <� —2%MAX. ( TOP 1/4"NO JOINT USEALINGECOMPOUND 360 p CONC. 3/e" 2 .v SEALING COMPOUND 5" 0 s w +II+ 111 O 6"TYP. \ I'i 2A ii/2"--_ -- /"R TC SI 111111 GU 7TER TRANS.CURB 20'MIN.IN DROP SUBGRADE COMPACTED TO MiN. 5' 3' 6' TY FROM 6"TO 0" OFF AREA AT�ASMOISTURE CONTENT BTANDARD PROCTOR ETWEEN 6' VARIES 6' PROP. CURB 0%to+3%OF OPTIMUM No.3 BARS ON I 18"CTRS.EA WAY TC (36"MIN.) /,/...S 024"CTRS. GUTTER 12,1�` 12 12:i 12:1 6" Private SAWED DUMMY (CONTROL) JOINT FLUME DETAIL —�_ Private SITE SIDEWALK DETAIL N.T.S. N.T.S. MAXIMUM SPACING 15 IV CTRS.(TYP.) HANDICAP RAMP DETAILS N.T-S. MOUNT W/CORROSION RESISTANT & STOVE BOLT(DEFORM THREADS SAWCUT FULL DEPTH REMOVE CURB&GUTTER AFTER INSTALLATION) MIN.9' 20.`LUBRICATED SMOOTH TYPICAL ALUMINUM _ VERTICAL SAW No,6 DOWEL BAR SIGN - ¢ CUT 3/8"MIN.— 1 POLYURETHANE 'O' JOINT SEALING COMPOUND 3600 P51 REINFORCED CONCRETE PAVEMENT. T-PAVEMENT THICKNESS REFERENCE PAVING AND HORIZONTAL CONTROL VERTICAL SAWCUT PLAN FDR THICKNESS AND STRENGTH 3/8"WOE MIN. 1.5" NO POLYURETHANE 6' GALVANIZED STEEL POST a -— -- TOP 1/4` �JOINT SEALING COMPOUND =" (TYP.) � Q SEAUNG COMPOUND 11 3•R I}=�3/8"R BATTER F1st POUR i 1/2` 1 1/2,2nd POOR ? PROPOSED EXISTING PAVEMENT e3 1 1n PAVEMENT PROPOSED DOWEL SPACED ON ONE(1)FOOT CENTER PAVEMENT TO CENTER.6 INCHES OFF TIE BARS. _ 1 1/2" ;,. L2 12 NOTE' FNo.3 BARS ON _ DOWELS AND REINFORCING BARS SHALL 18"CTRS.EA.WAY BE SUPPORTED BY AN APPROVED DEVICE. T /� LAP BARS 30 DIA.& AE 2500 PSI NOTES: ZZBAR�S CONCRETE 1.No.6 SMOOTH DOWEL BAR MAY BE USED IN 51NCH AND 6 INCH /'�O0.1CTOi ils�®A1 IOIAITPAVEMENT THCKNE55. SA I VJ I RVl.� i`I U I38 i 18"CTRS. 6 INCH,6%LIME STABUZED SUBGRADE 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTIUZED IN PLACE OF N.T.S. UNLESS NOTED OTHERWISE SOTAMNDATEDRD PA MINIMUM TO CTOR OPTIMUM TO LONGITUDINAL HINGED(KEYWAY)JOINT AT CONTRACTORS OPTION. NOTE PLUS 3 PERCENTAGE POINTS 3^T „"! 3.DOWEL BARS SMALL DRILLED INTO PAVEMENT HORIZONTALLY REFER TO GEOTEC EXPLORATION ABOVE MOISTURE CONTENT. BY USE OF A MECHANICAL RIG. FOR FILL COMPACTIONION REQUIREMENTS, PAVEMENT INSTALLATION,AND ALL 4.DRILLED BY HAND IS NOT ACCEPTABLE,PUSHING DOWEL BARS EARTHWORK OPERATIONS. INTO GREEN CONCRETE NOT ACCEPTABLE. TYPICAL SIGNAGE MOUNTING DETAIL N.T.S. CONCRETE PAVEMENT SECTION S T.. LONGITUDINAL BUTT JOINT N. NOTE: N.7s, CITY DETAILS TAKE PRECEDENCE IN CITY R.O.W. MISC.INFORMATION REVISION DATE DESCRIPTION SITE DETAILS RLK ENGINEERING,INC. :�r�g• •• +9t� III West Main ky:' :�;�; GRAPEVINE MILLS RETAIL Allen,Texas 75013 •' -'se,7-i•HELL y i CITY OF GRAPEVINE,TEXAS _ (972)359-17330ff AAA 818 ��y DESIGNED BY: TECH REV ow: JDRAWING 111E: DRAWING SCALE SHEET: (972)359.1833 Fax �/+.A`p�ttCBxY?"Ip .% RLK En9ffi_-g RLK oGOB2 DbrAll s.d., NA it�'JpI19L Bt�P'''.W DRAWN BY: PEER RENEW: DRAWING DATE: PROIECTNUM6ER: 8 8 Engl.ee g RLK IW16KK RLK 06082 �.J OF CITY OF GRAPEVINE,TEXAS 20'-0"WIDE � j I LANDSCAPING REGULATION S SECTION 53 DRAINAG TOTAL SITE AREA=125,203 S.F.(2.87 ACRES) — o PERIMETER LANDSCAPE REQUIRED PROVID EDESMT. OLI3 S�D UR I '7 - - ,r .,r, SB8°13"78'E 429W382 � ( 1 I 1 SCREEN G OF OFF-STREET 30 HT HEDGE,E HEDGE Fnova PARKIN AND VEHICULAR WALL FEN PROViDE AREAS. OR BERM 2. 154"WIDE PERIMETER LANDSCAPE AREA ALONG .. � I ALL PUBLIC STREET R.O.W. TRASH ENCLOSURE/ I a ., - GRAPEVINE MILLS PKWY. 15-0"REQUIRED 24W PROVIDED ( ;r PARKING SCREEN HEDGE LOT D-2A TYPICAL ALL EXISTING IRE REMAIN, I � GRAPEVINE MILLS CIRCLE ,s o'REQUIRED 2a'a"PROVIDED PROTECTIVE FENCIN BE PROVIDED, 3.1 TREE,3"CALIPER,PER 50 L-F. iOF M N S5 TAIL#A�;'SHEET LS-2 ? GRAPEVINE MILLS PKWY.(333 LFJ50= 7 TREES REQUIRED 7 TREES PROVIDED I I - -9 _ I i III # GRAPEVINE MILLS CIR.(284 L.FI50=6) 6 TREES REQUIRED 6 TREES PROVIDED INTERIOR LANDSCAPE REQUIRED PROVIDED k =18°i3'2T GROSS PARKING AREA=64,000 S.F. R�02 W i- i:ia I 6" i. 10%GROSS PARKING AREAS 6,400 S.F.(10%) 6,700 S.F.(10.6%) roV33-w ) ;: TRANSFOR ER MUST BE PLANTED --SCREEN HE I TYP.4'-0"X 4'-0"WIDE 2. 1 TREE,3"CALIPER.PER aDD S.F. 16 TREES 18 TREES OF REQUIRED INTERIOR s"TREE SAWCUT CONCRETE - �1NDA I TYPICAL PLANTER r 3.PARKING ISLANDS(9X18'MIN.) REQUIRED PROVIDED \ EVERY 12 PARKING SPACES -O"WIDE L RETAIL L - o�� UNLESS PARKING AREA IS LESS LANDSCAPETHAN 35,000 S.F. 12,675 S.F.BUFFER TYPICAL 3"CALIPER _ az NON-VEH CULAR OPEN REQUIRED PROVIDED C I aTREE ORNAMENTAL TREE L 5'-0"WIDEy ' t: SPACE Z I ' LAN®`SOAP ) t TOTAL NON-VEHICULAR OPEN N141� IIII BUFFET____ SPACE=29,200 S.F.(23%SITE AREA) 1. 1 TREE,3"CALIPER,PER 2,500 S.F. 12 TREES 19 TREES -- OF NON-VEHICULAR OPEN SPACE- _ 29,2D0 S.F./2,5W S.F.=12 TREES rREQUIRED) ' - �f �j� 2. OSCAP ED SITE AREA TO BE 18,780 S.(15%) 23,8W S.F.(19%) LANDSCAPED. /V�J 20'-O"WIDE ` ,�i•`,' 3.50%OF TOTAL REQ.LANDSCAPE REQUIRED(50%) PROVIDED(58%) - " I 6" EE RETAIL UTILITY ESMT.) co AREA ETOBELOCATED IN REQUIRED 9,390 S.F. 10,900 S.F. TR _ � I- 13,650 S.F. ' )' 4.ALL OPEN SPACE WITHIN 20'-0' REQUIRED PROVIDED OF PAVED AREA OR BUILDING r _ ) ' MUST BE PLANTED. tT1 i :� — TYPICAL BRICK ENRICHMENT TYPICAL BENCHES GE ESMT. i s4 r y LEGEND w TYPICAL EXISTING TREE TO REMAIN,PROTECTIVE TREE UGUSTRUM,36"HT.MI FENCING MUST BE PROVIDED,REFERENCE DETAIL#4, PARKING SCREEN HEDGE ' I+ Y (� SHEET LS-2 TYPICAL EVERGREEN $I NAGE, 1 GROUND COVER RE RENCE TYPICAL 4 CALIPER T a TYPICAL 4"CALIPER SHADE TREE,100 GALLON A CHI TURAL Q I I " SHADE TREE WAX LIGUSTRUM,36"HT.MIN. ( + L PARKING SCREEN HEDGE TYPICAL 3"CALIPER ORNAMENTAL TREE,65 GALLON ' 0 D 2 r. ( x f a TYPICAL SCREENING SHRUBS,5 GALLON,SPACED 2'-6"O.C. TYPICAL GROUND COVER,4"POTS,SPACED 9"O.G. i i I a a TYPICAL SOLID SOD BERMUDA TURF PERMANENT AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED. ,+ 11411 Nllh 0""h"I E W--" GRAPHIC SCALE g*1` r� LIB LANDSCAPE DEVELOPMENT PL✓1N ie o e ,a az a� Dallas,Texas 75243 (214)750-7210 (214)36."727-Fax SCALE:1"=16'-0" �. &ASSOCIATES 'BRIEN ASSOCIATES, INC. GRAPVEVINE MILLS PKWY / GRAPEVINE MILLS CI LC L -1 y SCALE:I'=80'.0".CASE#:CV06-52.ISSUE DATE 10/27/06 ARCHITECTURE ■ INTERIORS ■ PLANNING GRAPEVINE,TEXAS APPROVED BY: DATE: a11011ARVESTMURQU SWTE136 D"4S.TMS75M(W47aaa0/0 FAXe( )7M4M GREEN STREET PROPERTIES THIN BRANCHING BY 20%IF NEEDED BUT RETAIN NATURAL FORM OF TREE PROPOSED PLANT LIST TREES 2 PLY FABRIC BEARING HOSE BOTANICAL.NAME SIZE SPACING COMMENTS INSIDE DIA OF NO LESS OUERCUS AGINIANA LIVE OAK 100 GAL. PM PON 4'CAL,FULL TREE,FULL BRANCHING THAN 1/2'TO ENCASE WIRE OUERCUS SHUMARDH RED OAK 100 GAL PER PLAN 4'CAL,FULL TREE,FULL BRANCHING 2'x 2'CEDAR STAKES - ULMUS PARVIFOLIA SEMPERVIRENS LACEBARK ELM 65:GAL PER PLAN T CAL.,FULL TREE,FULL RING DRIVE AT ANGLE THEN LAGERSTROEMIA INDICA WATERMELON' WATERMELON RED CRAPEMYRTLE 65 GAL 17-14'HT.,FULL TREE,FULL BRANCHING DRAW PLUMB,STAKES SHALL PYRUS CALLERYANA BRADFORD PEAR 6i5 GAL. YCAL,FULL TREE,FULL HING BE STRAIGHT SOUND,AND CONSTRUCTION GRADE CEDAR ILEX VOMITORIA TREE YAUPON 8'HT. PERPOW BBB,FULL TREE,FULL BRANCHING io DOUBLE STRAND 10 PERENNIALS/SHRUBS GAUGE GALV WIRE I BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS TWISTED INTO HOSE UGUSTRUM JAPONICA WAX LEAF UGUSTRUM 5 GAL. 7�'O.C. FULL PLANT 36 HT.MIN. Z ,� ROOTBALL CROWN A ILEX CORNUTA BURFORDI NANA DWARF BURFORD HOLLY 5 GAL. tY O.C. FULL PLANT,24'-36'HT.MIN. fl ABOVE EXISTING GRADE SALVIA FARINACEA MEALY BLUE SALVIA 1 GAL. IT O.C. FULL PLANT -`? '1 2"MULCH M CONSTRUCT EARTH SAUCER ORNAMENTAL GRASSES WITH 4-HIGH BERM,FLOOD BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS SAUCER AREA WITH WATER MISCANTHUS'MORNING LIGHT MAIDEN GRASS MORNING LIGHT 5 GAL 7.6'O.C. FULL PLANT TWICE IN FIRST 24 HOURS MUHLENBERGA CAPILLARIS'REGAL MIST REGAL MIST MUHLY GRASS 5 GAL 743"O.C. FULL PLANT EXISTING GRADE —�- REMOVE TOP 1/4 OF GROUND COVER z BURLAP FROM BALL BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS ? BACKFILL IN 9'LIFTS LlRIOPEMUSCARI GREEN tIWOPE 4'POTS 12 O.C. FULL PLANT WITH TOPSOIL WATER TRACHELOSPERMUM ASIATICUM ASIAN JASMINE 4'POTS 9°O.C. FULL PLANT EACHLAYER SCARIFY SIDES AND BOTTOM SEASONAL COLOR +r OF TREE PIT I BOTANICAL NAM ICOMMON NAME I SIB ISPACING COMMENTS °• NATIVE SOIL SEASONAL COLOR SEASONAL COLOR 4'POTS fi'O.C. FULL PLANT NOTE:ALL TURF TO BE SOLID SOD. /^�TpCC �+�p1/'A1/+/pl Aplry-rpI/°+ ryp®orC®�pc NOTE:LANDSCAPE TOBE WATERED BYA FULLY AUTOPAAI7CIRRtGATIONSYSTEM. 1 t(EGG a] /1i!IVY f LPilV! 1VV 1`(t 1,G I1G SCALE:NTS NOTE:THIS DETAIL FOR ALL ORNAMENTALS AND TREES 4"CALIPER AND LESS. PLANTING PROCEDURE UTILIZED FOR ALL TREES. CONTRACTOR NOTES •CONTRACTOR TO LOCATE ALL UTILITIES. 7-0`MIN FROM DRIPLINA D1 •CONTRACTOR TO NOTIFY OWNER OF ANY CONFLICTS. " M-E CITY Et P°RESSEERVAATTION ORDINANCE. *CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS. r<,� �Q Do- Fp EXISTING TREES TO BE SAVED •ALL PROPOSED LAWN TO BE SOLID SOD. ,� •A FULLY AUTOMATIC IRRIGATION SYSTEM IS TO BE TYPICAL TYPICAL COVER,WITHIN FENCSTING ING G INSTALLED PRIOR TO LANDSCAPE INSTALLATION ON CENTER SPACING SPACING ON-CENTERING LIMITS UNDISTURBED BY A LICENSED IRRIGATOR. EQ EO ORANGE PROTECTION *ALL BED AREAS TO BE SEPARATED FROM LAWN BY PLAN STEEL FENCING V HT. 8" PREPARED SOIL P� T-POST PRO STEEL EDGING. - MULCH T a Hr.STEEL •CONTRACTOR RESPONSIBLE FOR MAINTAINING A 2% MULCH 7 DEEP DEEP 9 HT. ORANGE PROTECTION PREPARED SOIL SLOPE FOR A MINIMUM OF 10'-0"AWAY FROM BUILDINGS. to TIE WIRE NOTE:THIS TEMPORARY FENCING SHALL •ALL WALKS SHALL HAVE A CROSS SLOPE NO q POST BE PLACED AT THE BEGINNING OF THE GREATER THAN 2%AND SHALL HAVE A LONGITUDINAL 4 PROJECT INST�T��ME SLOPE NO GREATER THAN 5%WITHOUT HANDRAILS. SECTION NATIVE SOIL SECTION NATIVE SOIL THREE *NO WALKS TO EXCEED 8.33%LONGITUDINAL SLOPE. • CONTRACTOR TO SEND LANDSCAPE ARCHITECT A DIGITAL TYPICAL SHRUB PLANTING DETAIL TYPICAL GROUND COVER PLANTING DETAIL ��TREE PROTECTION DETAIL PHOTO OF REPRESENTATIVE SAMPLES OF ALL TREES AND L SCALE:NTS SCALE:NTS NOTE:FENCMSTHATREQUIREADJUSTMENi SCALE NTS SHRUBS FOR APPROVAL PRIOR TO INSTALLATION.. SHALL REMAIN AS FAR AS POSSIBLE FROM EXISTING TREES. 11411 Nmlh C-"Ezpr."" -E - LI�J IN,&. LANDSCAPE DETAILS DaOae,Telma 75243 (214)750-1210 m4)361-8727-Fax SCALE:PER DETAIL u� &ASSOCIATES O 'BRIEN ASSOCIATES, INC. EVI ILLS PKWY / GRAPEVINE MILLS CILC L - GRAPEVINE,TEXAS SCALE:r=80'-0'.CASE A:CV06-52<ISSUE DATE:10/27/06 ARCHITECTURE • INTERIORS ■ PLANNING APPROVED BY: DATE: 5a+0rwaVFSTH ROAD SWTEIM 09AAS.TEXAS 15Z+p I972)7a8,1010 FAXI97Y)7W'im GREEN STREET PROPERTIES