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HomeMy WebLinkAboutItem 04 - CU06-52 Grapevine Mills RetailConditional Use Permit Application CU06-52 O'Brian & Associates Grapevine Mills Retail 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. 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 -1 ", 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). NORTH: "HCO" Hotel/Corporate Office, "R -MF -2," Multifamily& "PI D," Planned Industrial Development - Cross Creek Apartments and Cross Creek RatcWi SOUTH: EAST: WEST: AIRPORT IMPACT: "HCO" Hotel/Corporate Office - Hilton Hotel and Austin Ranch "CC" Community Commercial - Fellowship of Grapevine church (east side of S.H. 121 North) "R -MF -2" Multifamily District — Proposed High -Rise Residenti Condominium i 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. 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) 2867 13500 R -MF -2 2701 2701 •0 — - - ---------- 2 13500 R -MF -2 2701 2701 •0 — - - ---------- '601lew — I 1627 0 1 inch equals 600 feet Ir Co 3421 % ts'? 3200 RS S,�iRTPES-WAY - - ----- ------- `'• -�� , ' L 3130 3100 3120 3(m JJJ 3070 2755 2705 3050 cc 3000 2655 0 N 2605 Nil 3000 Tarrant Cou–nl)--..,. if 2505 0 U, 244 /4� Z2' CO2 2405 2305 14i 0 2250 2255 2225 0 2215 2100 4— cc_ S7WAY— Bp2m 1800 % # zo()l 000 2 3161 2001 2m m 2011 C, 1720 cc m 2501 i 3149 CU06-52 Grapevine Mills Retail 2 2853 72 2725 -P ft�7 GRAPEVINE R2QMF-2 251 Z Q 261 2604 j 103 2240 2009 200 HC® 2M 7--- 2214 I t 2214 '601lew — I 1627 0 1 inch equals 600 feet Ir Co 3421 % ts'? 3200 RS S,�iRTPES-WAY - - ----- ------- `'• -�� , ' L 3130 3100 3120 3(m JJJ 3070 2755 2705 3050 cc 3000 2655 0 N 2605 Nil 3000 Tarrant Cou–nl)--..,. if 2505 0 U, 244 /4� Z2' CO2 2405 2305 14i 0 2250 2255 2225 0 2215 2100 4— cc_ S7WAY— Bp2m 1800 % # zo()l 000 2 3161 2001 2m m 2011 C, 1720 cc m 2501 i 3149 CU06-52 Grapevine Mills Retail CITY OF GRAPEVINE CONDITIONAL USE APPLICATION • A Name of applicant //agent:/company/contact is L uArAn-, tZ�lr&, Street address of applicant/ agent: .�-4 - - City/ State /Zip Code of applicant /agent: LLrA5 -7 3� Telephone number of pplican / agent: Fax number of applicant/agent /o d % 7 2 - -7n -,q E23� e EG PART 2. PROPERTY INFORMATION Street address of subject propert ®� C i� rXe r (x �! Legal description of subject property (metes & bounds must be described on 8 1/2" x 9 J"sheet) Size of subject property Acres Present zoning classification: Proposed use of the property. Square footage C � /maximum district size for conditional use request Minim�-um•' J q Zoning ordinance provision requiring a conditional use: L ®ckam R242C PART 3. PROPERTY OWNER INFORMATION Name of current property owner.- wner.Street Streetaddress of pr perty owner.• 12 C2 A U t9 apc).� City/State /Zip ode of property owner. V Telephone number of propelty owner. Fax number of property owner. O:\ZCU\F®RMS\app.cu.doc wv.ci.grapevine.tx. us 0 ❑ 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 P) C K (ag Al L i, A-zo Print Applicant's Name: The State Of %e KaS County Of /a r r (A n Before Me S (1 k_ X- + i on this day personally appeared C ' y-)Unn (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 ®,dept y h d a® seal of office this CX day of V 40 `! A.D. ® •, >.A `\ry0®®a Nota And For State Of Texas INN Pnnt Property Owners Name: Property Owner's Signature: The State Of ! e K Ck S County Of TQ r f Q n 4 Before Me Sl'i' S A n on this day personally appeared, (notary) pM ofCe VeG (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 consideration therein expressed. (Seal) Given under my hand and seal of office this 3r o(Dc-4-ober { day of A.D. D®® ,04i16t/1®®® SPM ..8,gt ®®ii \ ZPRY P41".F ®®i s gpt r i OAZCU\FORMS\app.cu.doc of 10 www.ci.grapevine.tx.us ®ti 0 i1®`'®® Notary In Arfd For State Of Texas 3 All Conditional Use and Special Use Applications are assumed to be complete when filed and will be placed on the agenda for public hearing at the discretion of the staff. Based on the size • 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 a •„ use permit can only be approved by city council through the public • processi Any application for a change in zoning or for an amendment to the zoning ordinance sha have, from the date of submittal, a period of four months to request and be scheduled on a agenda before the Planning and Zoning Commission and City Council. If after said period four months an application has not been scheduled before the Commission and Council sa' application shall be considered withdrawn, with forfeiture of all filing fees. The applicatio il along with the required filing fee may be resubmitted any time thereafter for reconsideratior J-'elays in scheduling applications before the Planning and Zoning Commission and Cil Council created by city staff shall not be considered a part of the four month period. have read and understand all of the requirements as set forth by the application for " 9nditional use or special use permit and acknowledge that all requirements of this �4plication have been met at the time of :• Date:. /0/"q I/ 0� Date: ( 6 0AZCUTORMS\app.cu.doc www.d.grapevineAx.us E 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. FWA1161 ORD. NO. 4 Lot 2, Block 2 Gr Pcvjne Mills Addition Cob. A, Pg. 3890 BENCH MARK. City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585.76 I A=16°13'27" R=802.00' T=114.31' L®227.10' CB-NO'Ot'33"W 226.34' -- 1. All requirements of Section 25, "CC" Community Commercial Distrlct shall be met. 2. All requirements of Section 53, Landscaping Regulations shall be met. 3. All requlremente of Section 56, Off—street Parking Require— ments shall be met. 4. All signage shall be in accordance with Section 60, Sign Standards. 5. All requirements of the Grapevine Soil Erosion Control Ord— inance shall be met during the period of construction. REVISION I DATE I DESCRIPTION /'1Gtl'i�4:== O 30 100 6;11 61 MMMMMMM09 GRAPHIC SCALE 1"=30' SITE PIAN CITY OF GRAPEVINE APPROVED SHEET 1 OF 1 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE SIITT/E P LA®N� GRAPEVINE MILLS RETAIL Tract A—R1, Black 2 GRAPEVINE MILLS ADDITION Situated In The HEIRS OF JOHN GIBSON SURVEY ABSTRACT No. 586 HENRY SUGGS SURVEY ABSTRACT No. 1415 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS .Omna Green Street Properties 2320 Paseo del Prado Blvd. Suite B20� l Los Vegas, Nevada 69102" Telephone 702 876-5582' -- Pre�aered 9V � RLK Engineering %in¢ 111 West Main Street Alien, Texas 75013 Telephone 972 359-1733 ' goes No. CV06-52 I11 West Main SITE DATA SUMMARY Lot Area 2.874 Ac. (125,191 SF) Building Are. 26,325 Sq. Ft. Floor Area Ratio 0.21 : 1 Building Height 23' (35' 0 Corners) Parking Required So Spaces (19,825 SF Retail 0 1/250) Parking Required 65 Spaces 1(6.500 SF Rest. ® 1/100) Handicap Spaces 6 Spaces Van Accessible Spaces 3 Spaces Standard Spaces 165 Spaces Total Parking Spaces Provided 169 Spaces Landscape Area 21,718 Sq, FL Impervious Area 103,480 Sq, Ft. RLK ENGINEERING, INC. O 30 100 6;11 61 MMMMMMM09 GRAPHIC SCALE 1"=30' SITE PIAN CITY OF GRAPEVINE APPROVED SHEET 1 OF 1 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE SIITT/E P LA®N� GRAPEVINE MILLS RETAIL Tract A—R1, Black 2 GRAPEVINE MILLS ADDITION Situated In The HEIRS OF JOHN GIBSON SURVEY ABSTRACT No. 586 HENRY SUGGS SURVEY ABSTRACT No. 1415 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS .Omna Green Street Properties 2320 Paseo del Prado Blvd. Suite B20� l Los Vegas, Nevada 69102" Telephone 702 876-5582' -- Pre�aered 9V � RLK Engineering %in¢ 111 West Main Street Alien, Texas 75013 Telephone 972 359-1733 ' goes No. CV06-52 I11 West Main GRAPEVINE MILLS RETAIL i ' Allen, Texas 75013 (972) 359-1733 Off (972) 359-1833 Fax CITY OF GRAPEVINE, TEXAS DESIGNED RY: ALR Rq ]ELN REVIEW: DRAWING fl1@ DRAWNiC SCALE: ALK mmxsaa� nbr SlIEEt: 1 1 8 -pull PEPRREVIEW: ORAWRJCDA7E: PRbjECTNI/MBER ALKhI�yvIwA117 ALK !@7695 AL40E(Qi ll AN --M 01 SITE PLAN - GRAPEVINE MILLS Mound/ ville Rim MY SUBMrrrAL - MILLS WE Pl" OR"raNE MILLS RWAM GRAPEVINE MILLS CIRCLE AND GRAPEVINE MILLS PKWY. TRACT A-Rl, BLOCK 2 ITY OF GRAPEVINE, TX - GRAPEVINE Mll CM NO, DAM FME SHEET CUT SUM 0 SUMMALTSPGM l l l II at I i AL I + ❑ l 0 40 i r I 0 �I !II Tract A—R1, Block 2 Grapevine Mills Addition a a � I� (D l� QWIN �I 1, )j o I W }l > r (U 1 I Q ' `OTRIEN do A&WIAM INC GREEN STREET PROPERTIES J i!1 CITY SUBMITTAL • CIRCULATION NORTWGRAPEVINE MILLS RETAIL GRAPEVINE 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.zt.mos crrTsuexi SP-CIRC P WIN RAINA El TILITY PLANS on vim MILL= y I Lm CITY Index Of ©swings Covzr Sheet Plat C 1 Site Plan C 2 4Pavi:nq Plan C 3 ra.d.w�q P- lan C 4 Dr ann.a qe Plan G � Water S 6e_wer Plan C E Frosio.n Con tr of P4an C 7 Erosaon Cant roJ Notr_�e. k w = EWE] -Itm M �&- I I m I m I bi: 01 [ = 10 1 1� I I I I 1� I 1� I � 1, 11 z 11111111 111 Prepared For Green Street Properties ,. ,,, Paseo Del Prado Boulevard Suite • Las Vegas, • . 89102 Telephone 876-5582 Engineer RLKENGINEERING, INC. �a��•' �G... ••?may IIIWestMain :*• �( Nlen,Texas 75013 SE KELLY (972) 359-1733 OR (972) 359-1833 Fax +'Pess!Cews?�G`4 MncgnRn 'y G ip PUBLIC WORKS DEPARTMENT GENERAL NOTES 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 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 OVERTIME CHARGES OF $45.00 PER HOUR TO THE CITY OF GRAPEVINE FOR WORK OUTSIDE THE NORMAL WORK WEEK, (&Do AM. TO 5:00 P.M., MONDAY THROUGH FRIDAY). NO WORK IS ALLOWED ON SUNDAY OR CITY HOLIDAYS WITHOUT WRITTEN APPROVAL FROM THE PUBLIC WORKS DIRECTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A COPY OF THE BID PROPOSAL FOR ALL PUBLIC IMPROVEMENTS TO THE CITY OF GRAPEVINE AT THE PRE - CONSTRUCTION MEETING. THIS PROPOSAL SHALL INCLUDE UNIT COSTS, QUANTITIES AND AMOUNTS. - THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING 5% 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 (2) YEAR, 25% MAINTENANCE BOND TO THE CIN OF GRAPEVINE FOR ALL WATER, SANITARY SEWER, STORM DRAINAGE, PAVEMENT AND EXCAVATION)FILL IMPROVEMENTS W HIN RIGHT-OF- WAYS OR EASEMENTS. - NO WATER JETTING IS ALLOWED FOR WATER, SANITARY SEWER AND STORM DRAINAGE CONSTRUCTION. ALL TRENCHES THAT ARE EXCAVATED TO A DEPTH IN EXCESS OF FIVE (5) FEET SHALL BE EXCAVATED AND MAINTAINED IN A MANNER THAT MEETS ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. PRIOR TO THE EXCAVATION AND CONSTRUCTION OF THE TRENCH(ES), THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TWO (2) TRENCH SAFETY PLANS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH OSHA STANDARDS. - ALL EMBEDMENT AND BACK FILL SHALL BE WETTED TO APPROXIMATE OPTIMUM MOISTURE AND COMPACTED IN TWELVE (12) INCH LIFTS TO 95% STANDARD PROCTOR DENSITY. DENSITY TESTS SHALL BE OBTAINED FOR EACH FIVE (S FEET OF DEPTH AND FOR EACH 100 LINEAL FEET OF TRENCH OR INCREMENT THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING COPY OF ALL GEOTECHNICAL LABORATORY REPORTSRESTS RESULTS TO THE CIN OF GRAPEVINE. - THE CONTRACTOR SHALL BE RESPONS113LE FOR CONTACTING THE CITY OF GRAPVINE BUILDING DEPARTMENT AT (940) 410-3010 TO REQUEST TREE PRESERVATION INSPECTOR PRIOR TO ANY WORK COMMENCING ON THE SITE. - THERE SHALL BE NO FILLING IN FLOODPLAIN OR DUMPING IN THE CITY OF GRAPEVINE WITHOUT AN EXECUTED FILL AGREEMENT. - THE CONTRACTOR SHALL BE RESPONS18LE FOR RECORDING ALL FIELD CHANGES TO THE PLANS. THE PROJECT ENGINEER SHALL INCORPORATE THESE CHANGES INTO AS- BUILT SBUILT DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION CONTROL IN ACCORDANCE WITH THE EROSION CONTROL PLAN PREPARED BY THE ENGINEER AND APPENDIX OF THE CITY OF GRAPEVINE'S CODE OF ORDINANCES. ACCESS EASEMENT DETAIL ACCESS EASEMENT CAB, A, SLIDE 3890 P.R.TC.T. �—.-� / �tt�NOr'44S X3874' 1].43' S R-25.00 GRAPHIC SCALE DRAINAGE EASEMENT L=36.48 CAB. A. SLIDE 3719 CH-Sa695'25-w' 1. o ss a_s3.33 error P.R.LCT. -- saaPXPDO ,i c IN FEE: ) 1 it. = 100 it. -X- WT SET ' rI l P�+' EPSE jTNiO xl an CP G1 , ' aA1N to C" \ ,,l 51-wF Bt i \ t, \ 4. \ ■i \ 1 `\ D=16°13'29" R=802.00 ; L=227.11 , CB=N00401'30'W N C=226.35 as a 1 = i I ! cunt 1 n \DRAINAGE EASEMENT ® i CAB. A. SLIDE 3719 i P.R.T.C.T. Z o F r \ IRF \ \ f' Ic If o� I \ -------'-- v ro 1 N� Amended Plat Lot iRt Block i Grapevine Mills Addition Cab. A Slide 5481 P.R.T.C.T. I ' I I I ' I ' I ' r 1 I ' I i t t I ' r ' t ' I ' I tar sr -X' CUi FNp, 4---GrapevineLot 2 Block 2------ Mills Addition— — — — _ — ACCESS EASEMEN` Cab. A Slide 3890 CAB. A. SLIDE 389G i I j P.R.T.C.T. Nsr46'az-E I ,µ.my. ��' --- --31.47 '�_"' •�•-.S 88°13'18• E 429�58�.•�.a 25' L , I ! N61'a6'a2'E fj' 1 4].65' NOF05'08-w 68.21' --------- i { 6�.56G� DRAINAGE EASEMENT Y I 1 NO3-E a 3,94--�! f ! I , _ n.,6• 31.94' N83VJ'09-E \\ � 14.62' \ ' ! � � 20' DRAINAGE EASEMENT/"' \ \! I ! CAB. A, SLIDE 3890 C" PAJ.C.T. ]6.17' Tract�R1, Block � :°DaR„ 2.874 ACRES 125.1191 SCI. FT. I fit : I ®j , so 746.5' PUBLIC COMMON B 14 & ZONED C®C ACCESS EASEMENT sa ' VOL. 12693 PG, 1305 D.R.T.C.T. 0) 1 s� e s, i J7.3e' S 02 +e SB20.54'-E 352.21-393.07' ( '. f l OS 6.59' 5/8 -IRS �® '^c'•-- ORAfNAGE EASEMENT {. i a sxae CAB. A, SLIDE 3890 i P.R.T.C.T. f ys `Na,3a'46•w LOT 5 BLOCK2 20.52, 2.034 ACRES + '1 88,601 SO. FT. + I ! 25' LANDSCAPE EASEMENT --25' LANDSCAPE EASEMENT CAB. A. SLIDE 3890i, - CAB. A. SLIDE 3890 PA.T.C.T. P.R.T.C.T. a D5.w, `' 20' DRAINAGE EASEMENT .56' f t=793. 58ib2'36�-E CAB. A, SLIDE 3890 P.R.T.C.T. , 1169 SO ' •. E'S8'ar N9r'o2'36'w -"h- C,_, 25 BYCTH3 PLA ENT Sy963..�•ELeI L SD vr•• 49' w 241.86' ew"',w `��\ rY Vt"�}�r. g�.0 vol•® I C5 C4 N61'4T33-w V<�+V "�7-�- em >atiscre• .0836'26-E i3.88” J \\_ - mss,.• 18.04' C21 Lot i Block 22s 1 i Grapevine Mills Addition I CAB CAESE LIp-MINI Cob. A Slide 3763 P.R_ T C E 3763 'I P,R.U.T. I !0' UTILITY EASEMENT CAB. A, SLIDE 3890 P.R.T.C.T. STATE OF TEXAS COUNTY OP TARRANi 0201294121 CITY OF GRAPEVINE WHEREAS GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP s the ownerof a tract oftare out of the lion of James CAwpo Survey, Abstract Na 587 and the Henry Suggs Survey. Abstract No.1415, in the City of Grapevine, Tarrant County, Texas, being part of Tract AR, Bfoa 2, GRAPEVINE MILLS ADDITION, an addaton to the City ofGrapev"ate according to the plat thereof recorded in Cabinet A Slide 3890 of the Plat Records of Tarrald County, Texas and being more Particularly described as follows: BEGINNING at a 518" than rod found in the west rightofivay line of Grapevine Mile Parkway (F.M. 2499 -a vara a width ROW) for the ra raheaat comer of Lot 1, Black 2, GRAPEVINE MILLS ADDITION, an addition to the City of Grapevine Sampling to the plat Meted recorded in Cabinet A. Slide 3763 of the Plat Records of Tarrant County, Texas: THENCE with the north fine of said Lot 1, North 81.0296" West, a distance of 392.59 feet to an "X" cut in concrete found in the east One of Grapevine Miffs Circle, a public access easement recorded in Volume 12693, Page 1305 of the Deed Records of Tarrant Counly, Texas and being in the east One of the AMENDED PLAT, LOT 1R,, BLOCK 1 GRAPEVINE MILLS ADDITION, an addition to the City of Grapevine, according to the plat Owed recorded in Cabinet A, Slide 6481 of Ste Plat Records of Tamant County, Texas; THENCE will, said eras fine, tie RIL— _. muses to wit: Nedh WOO 14^Easl a distance ef225.52 feetto a slit" Lion rbe found with a plastic rap sarnped "KHA" tpr the ixeginni g of a tingeatrx Tim to rte IeAc laving a centzt ang�e of 16`1329, a radius of 802.00 feet and a chord OMAN and distad -be ofNonn g0°0170" Hest, 226.35 feek NorNwestedy, with saw curve, an arc distance 0227.11 feet to a 5l8" iron rod found with a plastic cup stamped "KHA" for comer, North g8°06'15" West a distance of 66-99 feet to an -X" curt in concrete set for the southwest comer of Lot 2, Block 2 of the rapid of LAT 2, BLOCK 2. GRAPEVINE MILLS ADDITION, an addition to the City of Grapevine aobrdirg to the plot thereof —mod in Cabinet A, Slid -;m90 of the Plar Records of Tgrmnl County, Texas: THENCE leaving said east fine of Lot 1 and with the south One of said Lot 2, South 88"13'16" East, a distance of stamped "KHA" in the said west " htofwa line of 429.58 feet m a 518" amn rad (mond with a plastic tap need rn9 y Grapevine Mts Parkway: THENCE with said west rightof-way One, the following courses and distances to wit South81`46'42" West a distance of 130.41 feet to a Point for comer; South 08°1227" Vit"L s distance of 427.86 feet to the POINT OF BEGINNING and containing 4.908 acres of land. Owning system based on the west gk.(-way line ofGrapevine Mies Parkway, according to the plat recorded in Cabinet A. Slide 3890 of the Plat f:p.Cords of Tarrant County, Texas. OWNER'S DEDICATION: NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT GRAPEVINE GULLS RESIDUAL LIMITED PARTNERSHIP does hereby adopt this Plat of Lot S, clack 2 and haat A4tt, stock 2, Grapavi to MUta Addition. an addition to the City of Grapevine, Tarrant County, Tans. The easements shown hereon are hereby reserved for the purpose as indicated, andior as specified by the separate anetmments railed. No buildings or auxiliary structures shall be constructed, reconsWcted, or placed upon. over, or stmcs setve t easements as shown. The City shall hathe full right to remove and keep removed all or pans of any knees, trees, staubs, or otherhnprovemants or growths which in any way endanger or interfere with the construction, m inbrhance, or efficiency of is respective system on the easements and the City shall at all fires have the tail Tight of ingress and egress by and from and upon said easements for the purpose of constructing, reconeWging, inspecting, patrolling. maintaining. and adding to or removing all or parts of its respective system without the necessity at any time of procuring the permission of anyone. GRAPEVINE GULLS RESIDUAL LIMBED PARTNERSHIP hereby declares, create and grant to the City of GnapevOre, Texas, and restive for dxxma Nes = owner of the real property described and depicted in this Plat of Subdivision, a perpetual. Tonexclusive easement in, on, ova, across and through Stack 6 for public access purposes On accordance with the requirements of the Grapevine City Code, AppeMa B - SutdMsion - Section 2 (8)(6)tb); provided, Mho GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP hereby reserve the right, wihmd amending this Pat of Subdivision or obtaining the Cay of Glapavine's prior concent or approval. fo relocate and/or to reconfigure such puflOc Soceas aasamMl parcel, subjectfo the conditon Mat GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP shag grant to the Cay of Grepevme. Texas, an easement in, on, over, across and through such na;OmMd adlor to taconfglae won public comse casement panel for the purposes set forth above. The casements hereby Wa sed shut be Gabled to the terms and provisions of that certain Declaration of E_asomens, Covenant, Conditions am R shictione, as amended, dated Apra 18, 1997, and recorded April 28, 1997, as thsmmasa No. 0197073304 of the Deed Records .1Tarrant County, Texas, as the same may be amended ham time to time, shall maaiaey dampish or impair the Cxy of Grapevine's dominant right to use the easements granted hereby GOT the purpose set froth above. : This plat approved whorl to as platgrrg Ordinances, abs, regulations and resolutions of the City of Grapevine, Texas. 06 Vdtrless my hand this the pr' •� 2601. GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP, a Delaware Limited partnership By: GRAPEVINE AU" RESIDUAL OPERATING COMPANY, L.L.C.., a Delaware Limited Liability Company. es general Partner KNOW ALL MEN BY THESE PRESENTS: I, John Vrain, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that 1 have prepared this platform sn ardual A�g=.dof the land, and that the owner monwnen5 shown therear were cedProperty plaunder my personalsopaith PlatingRules and Regulations of the Storeof Texas and the City of Grapevine1 OF i John VicalinS!i6rEaT4a P RPLS No. 4097 ._....__.._._.::... m SUaw STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority a Nobly Public. con On day personally appeared John Virgin known to the to be the person whose nami e is Subscribed to the foregoing nstruments, and acknowledged to ore that he executed the same for the purpose and wnsideradons therein expressed and in the capacity therein stated. GIVjEN UNDER MY,O AND SEAL OF OFFICE this of Nr a." P,.f{ ,c�`y / oAwN wwPN•v Waf' P b1 df Texas AVIGATION RELEASE STATE OF COUNTY OF WHEREAS, Grapevine Mills Residual Lundell partners" hereinafter are the owners of that certain parcel of land situated in the City of Grapevine. Tenni County, Texas, being more Particularly described as shown on Oils pat. NOW, THEREFORE, M mblideratton of the am of ONE AND 00/100 ($1.00) DOLLAR and other good and valuable consideration, ' The Tempt and suFaenry, of which is hereby fully acknowledged and confessed, Owner does hereby waive, release, remise and quitclaim to the City of Grapevine, Tarrant County, Texas, the DalWsFort Worth Inkmationat Airport Board, the Cities of Dallas, Texas, and Fort Worth, Texas, their successors and assigns, hereinafter railed "CiOas`, for the use and benefit of the public antl its agencies, any and all claims for damages of any kind to persons or property that Owner may suffer by reason of are passage and flight of sit aircraft in the air Space above Owner's property above the height restriction as presently established by On trance No. 7350 of the City of Grapevine, known as the Airport Zoning Ordinance of the Dallas -Fort Worth intemationai Airport to an infinite height above same, whether such damage shall originate two noise, wbration, fumes, dust fuel and lubricant particles, and all other effects that may be caused by The operation of aircraft lending at or taking off horn, Or operating at or on the Dallas form Worth International Airport This instrument does not release the Owners or operators of aircraft from liability for damage or injury to person or property caused by , falling aircraft Or falling physical objects from aNxaft, except se suited herein with respect to noise, fames, dust fuel and lubricant particles. It is agreed that this Release shall be binding upon Said Owners and their respective assigns, and successors in interest to said property; and it is further agreed that this instnrmad shag be a covenant mmring with the land, and shall be recorded in the Deed Records of the county [orr counties, in which the property, s situated. FXECAD aT '"_C this day of , 2001. GRAPEVINE MILLS RESIDUAL LIMITED PARTNERSHIP, a Delaware Limited Partnership By: GRAPEVINE MILLS RESIDUAL OPERATING COMPANY, L,L_C, , a Delaware Limited Liability Company. as general Partner By: MILLSSEFMCES OF GRAPEVINE, INC. a Delaware CwWretion, As Manager B� e BY: ' ' ® NA J A. ITS: STATE OF —=-A COUNTY OF G W T NYAI CT T 'VOLAWAC, BEFORE ME, the undersigned Notary Public in and for said county and state, on this day perstrially appearadMY Wr6*40if known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledge to me that he execut the same for purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the � of s, 2001. By: MILLSSERVICES OF GRAPEVRE, INC. N Public in and fo My. C!' A a Delaware CoMaration, as Manager is Notary Printed name JAAEMRAH•Lpty My Commission Expires I BY: .' ! Note: . trs. r t ®® ® Grapevine Mills Residual Limitetl PaMership reserve unto themselves. the tight k insuiN, constmct, and maintain utilities within all at STATE OF shown as landscape easements hereon. COUNTY OF arLTT' BEFORE ME, the undersigned Notary Public in and for said county and sate, on this day personally aDPeared flP 6LL/AA_[- MpAeTG®Art V known k me to be the person and officer whose name is wbscribed fo t; P the foregoing instrument and acknowledge to me that he executed the Same for purposes and consideration 1 f therein expressed and in the apacibr therein stated. cxrlNrv.:+FTULi.v" GIVEN UNDERMY HAND AND SEAL Ok OFFICE, this the A of V4V A!g"" 2001. r."r:.•.-+4 r,r«:,,,:.,,.s..<F;m c"r: ry Public in and lo&IOAMM trAolnty. C Aft. CURVE TABLE Notary `c: Notary Printed name NwbNPht4x.e'� LM1m'1t,2o]5 _ CURVE LENGTH RADIUS sty Cxnnw+rosfoPfOS ""..'>3'=K C 25.32 65.50 C2 8.71 30.00 C3 18.09 56.23 Ca 7.83 1 5.00 5/8'IRF CS 7.81 5.00 POINT OF BEGINNING X=2416961.12 Y=703791173 My Commission Expires: PLANNING & ZONING COMMISSION: Date APpmvm: CCT'DBLr-l(oP'f.AOI Chaimnart: tLiGnstary, GRAPEVINE CITY COUNCIL: Date Approved: QCiOicrJ lie, 2001 Mayo Ci Sepeury v" T:. r DE C L t ��E uRt,EA6LE UNDER FEDERAL LAM. REPLAT LOT 5, BLOCK 2 AND TRACT A-141, BLOCK 2 GRAPEVINE MILLS ADDITION BEING A REPLAT OF TRACT A -R, BLOCK 2 GRAPEVINE MILLS ADDITION RECORDED IN CABINET A, PAGE 3890. PRTCT BEING 4.908 ACRES OUT OF THE HIERS OF JAMES GIBSON SURVEY, ABST. NO. 586 HENRY SUGGS SURVEY, ABST. NO. 1415 CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ZONED C -C 2 LOTS OVMER: CRAPE ONE MILLS RESIDUAL UNITED PARTNERSHIP 1300 WILSON BLVD. SUITE 400 ARUNGION, NRGINIA SURVEYOR : IGMey-horn and ASsooWe5 Inc. 12700 Park Central Drire, SV1te 1800 Dallas, Texas 75251 lel.No. 972-770-1300 To. Na 972-239-3820 OATS October, 2001 KHA JOB N0, 6302246 SHEET i OF i This Plot Filed In Cabinet _14__, Slide -W-0- Dote: BENCH MARK: City of Grapevine Geodetic Control Mon. No, 7 Elevation: 585.76 1. All requirements of Section 25, "CC" Community Commercial District shall be met. 2. All requirements of Section 53, Landscaping Regulations shall be met. 3. All requirements of Section 56, Off—street Parking Require— ments shall be met. 4. All signage shall be in accordance with Section 60, Sign Standards. 5. All requirements of the Grapevine Soil Erosion Control Ord— inance shall be met during the period of construction. REVISION I DATE I DESCRIPTION SITE DATA SUMMARY Lot Area 2.874 Ac. (125,191 SF) Building Area 26,325 Sq. Ft. Floor Area Ratio 0.21 : 1 Building Height 23' (35' ® Corners) Parking Required 80 Spaces (19,825 SF Retail ® 1/250) Parking Required 65 Spaces (6,500 SF Rest. 0 1/100) Handicap Spaces 6 Spaces Van Accessible Spaces 3 Spaces Standard Spaces 165 Spaces Total Parking Spaces Provided 169 Spaces Landscape Area 21,718 Sq. Ft. Impervious Area 103,480 Sq. Ft. ffWAmAW RLK ENGINEERING, INC. I I IAMain Allen, Texas 75013 (972) 359-1733 Off (972)359.1833 Fax =o= O 30 100 GRAPHIC SCALE 1"=30' SITE PLAN CIT( OF GRAPEVINE APPROVED SHEET 1 OF i APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE S I T E P L A N GRAPEVINE MILLS RETAIL Tract A—R1 , Block 2 GRAPEVINE MILLS ADDITION Situated In The HEIRS OF JOHN GIBSON SURVEY ABSTRACT No. 586 HENRY SUGGS SURVEY ABSTRACT No. 1415 CITY OF GRAPEVINE TARRANT COUNTY, TEXAS Owner Green Street Properties 2320 Paseo del Prado Blvd. Suite 6202 Las Vegas, Nevada 89102 Telephone 702 876-5582 Prepared By RLK Engineering, Inc. 111 West Main Street Allen, Texas 75013 Telephone 972 359-1733 Case No. CV06-52 SITE PLAN GRAPEVINE MILLS RETAIL CITY OF GRAPEVINE, TEXAS W: aRAWMG FlLE: DRAWING SCALE Q5082 SrfHdwe I'=30' T6M: Sowcut & Connect "x" cat m Pavement — To Exist. Pavement. EIaV. 542.84 Const. Longitudinal Butt Joint A" Connect To Exist Barrier Free Ramp til A=16'13'27" N R=802.00' U j T=114.31' L=227.10' V CB=NO'01'33"W 226.34 Const. 5' Sidewalk Adjacent To Curb c(1) G 6" C Const. Barrier •> Free Ramp CL 1 0 t us urcr sxoxx rcs cmlcrc ear m a°�s R�¢�r�oR ram "m+ crry or awaw+c / Sawcut" Connect 1 •Q o Exist. Pavement. Const. Longitudinal Butt Joint. 7 Misc. Lot 2*Bock 2 Grapevine Mitis Addition Cab, A, Pg. 3890 Connect To Exist Pavement. Const, Longitudinal Butt Joint. Adjsut Storm Manholes To Match New Grade (Typ.) 9' HC Ramal �.._ Ramp Lot 5, Block 2 Grapevine Mills Addition Cab, A. Pg. 7080 HC Ramp Connect To Exist. Pavement. Comet. Longitudinal Butt Join TREE ,a 1 Sawcut & Connect To Exist. Pavement. Const. Longitudinal Butt Joint, RLK ENGINEERING, INC. _ Ap' �, rd f 1 t I West Main � • AllAlffAwAW en, Texas 75013 • SETH KELLY (972) 59-1733011 (972) 359-1833 Fax �re.+QsSrcex •. � X Sf •�� Y 1 Sawcut & Connect To Exist. Pavement. Const. Longitudinal Butt Joint, RLK ENGINEERING, INC. _ Ap' �, rd f 1 t I West Main � • AllAlffAwAW en, Texas 75013 • SETH KELLY (972) 59-1733011 (972) 359-1833 Fax �re.+QsSrcex •. � =Q c O 30 100 GRAPHIC SCALE 1 "=30' PAVING NOTES 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 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 as shown on these plans are based on records of the various utility companies, and, where possible, measurements taken in the field. The contractor must call the appropriate utility company at least 48 hours prior to any excavation to request exact field location of utilities. 3. The contractor shall be responsible for protecting all existing improvements in the construction of this project. The contractor is responsible for repairs of damage to any existing Improvements during construction. Repairs shall be equal to or better than condition prior to construction. 4. Ail paving dimensions are to the FACE of curb, where applicable, unless noted otherwise. 5. All curb radii are 3' unless noted otherwise. - 6. All parking spaces are 9' x 18', unless noted otherwise. 7. Fire lanes shall be striped in accordance with the City of Grapevine Standards. 8. Parking stripes shall be 4w wide, spray applied white vinyl acrylic paint Paint shall be applied in two coats to a dean, dry surface using template or striping machine. 9. All paving and earthwork operations shall conform to the recom— mendotions of the geotechnical report. 10. See Site Details for pavement section details. 11. See Architectural Plans for exact building dimensions and related sidewalk dimensions. 12 All existing trees are required to be protected in place. PAVING LEGEND 3600 PSI Relnf. Cone. Pavement With Lime Stabilized Subgrade 6" Canc. ForDrives 5" Conc, For Parking Bays -----E'------ Proposed Expansion Joint BENCH MARK: City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585.76 PAVING PLAN GRAPEVINE MILLS RETAIL CITY OF GRAPEVINE, TEXAS i RENEW: DRAWING EILE: DRAWING SCALE: SHEET: RLK 06082 RAV dw8 2 REVIEW: DRAWING DATE PROJECT NUMBER: r�J RLK 10/16.06 RLK: 05082 /`/•1' V 2 OF R 4 Lot 2, Block 2 Grapevine Mills Addition Cab. A. Pg. 3890 O 30 100 GRAPHIC SCALE 1"=30' GRADING NOTES 1. Aii construction shall be in accordance with these plans and City of Grapevine standards and specifications. 2 Prior to starting construction, the Contractor shall make certain that all required permits and approvals have been obtained. No construction or fabrication shall begin until the Contractor has received and thoroughly reviewed all 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., the City Engineer's decision shall apply. 4. Contractor shall meet O.S.H.A requirements for trench safety. 5. Barricading, traffic control, and project signs shall conform To Texas Department of Transportation. 6. The Contractor shall verify the suitability of ail existing and proposed site conditions, including grades and dimensions before commencement of any construction. In the event of any conflict, and prior to commencement of any construction, immediately notify Engineer. Minor adjustments of finish grade to accomplish spot drainage are acceptable if necessary, upon prior a,pprovat of Engineer. All paving installed shalt "flush out at any juncture with existing paving. 7. The locations of underground utilities shown on this plan are based on field surveys and local utility company records. 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 unities is to be repaired at Contractors expense. 8. Proposed spot elevations are top of pavement elevations. 9. Prior to placing fill, the subgrode shall be scarified to a depth of six inches and recompacted to a minimum of 959' of Standard Proctor, at or slightly above its optimum moisture content as determined by ASTM D-698. Fill material shall be placed in six to nine Inch lifts and comp— acted in a similar manner. 10. All subgrade preparation shall be as directed in accordance with the Geotechnicol Report. 11. All proposed grades in landscaped areas ore finished grade elevations. Contractor to allow for seeding or sodding of these areas. 12. Any damage to adjoining property during construction shall be repaired to pre construction conditions or better at the expense of the Contractor. 13. Erasion control shall be in place prior to the disturbance of any existing surface. 14. All sidewalk slopes shall not exceed the following ADA 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 the owner. 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. 442 Prop. Spot Elevation (444 Proposed Contour -------544,----- Existing Contour — Direction Of Flow . re 1 21 Exist. Spot Elevation BENCH MARK: City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585.76 MISC. INFORMATION REVISION DATE DESCRIPTION y�E •• GFtTF ttr GRADING PLAN RLK ENGINEERING, INC. = . Iq 4r I 11 West Main GRAPEVINE MILLS RETAIL Allen, Texas 75013 �' 'SETH KEiLv _ (972) 359-1733 Off i �`. eiii a^ CITY OF GRAPEVINE, TEXAS p' {���`�^ DESIGnEDBY: TECH REVIEW: DRAWING ME: DRAWING SCALE: SHEET: (972) 359-1833 Fax �j .�'•�tc¢xs�°" � RLKEn i—nig RLK 06022 ADAd 1->30 rft'St'\\\��,'`%`Y.la",j)!1 DMWN BY: PEER REVIEW: DRAWING DATE: PROIBCr NUMBER: '�j RLK Engineering RLK ld'161M RLK 05081 CC 3 OER V Lot 2, Block 2 Grapevine Mills Addition Cab. A, Pg. 3890 "z" Cat in Pavement Elev. 542.84 - 9 ASI _ 1 m 6Curb Inlet .9 TC 5400 1 FL 1 3 Co 2ect 18" Lat. --I i // i I T F7 --1-(-.T -7.'- f--, T ,-r -e-- .-� _ -_ To Ex. 42` RCP _ 1 i p. I 10 1 li 1 m � 1 A=16'13'27" R=802.00' T=114.31' L=227.10' U CB=NO'01'33"W 226.34' I` 0 n i s' tarn Inlet i A TC 541.50 I FL 53C.50 0.30 �� i I 1 Con t 18"Dat 0.32 !&a- Q 'TREE 'o.in Nil 1 I R3 a �' 24" BFF 1.7 / ! 0 16 RD /' I 1.7 24i SFF i 1 l hC f Tract A-11, Block 2 i 6' Garb Inlet I /Grapevine gills Addition FL 539. 535.90 i I i o i nett 18" k t. t z To Ex. 42- Ra 1 1 �' g s o so ry/' i Al 1 r 63 N i( � I Ni 1 b'TR R2 o.2a a i 1 / I R4 1 2.5 I =1i dooms 24" aFF 0.16 Jr 0.16 f 1.7 j 2a eFF 1 - � 1.7 1 Ni 1 j 1 1 1 a so EE I -,Y0 1 ! E � ^0 1 I 6" TRE i rb inlet I 1 1 TREE 39.00 I !j F 5.00 C- ct 18" Lat. II To 42" RCP I i "TREE t 1 qAi�` W .. Ln I 1 ! I i I 1 1 I i Lot 5, Block 2 Grapevine Mi% Addition Cob. A, Pg. 7080 1 I i 1 � r I MISC. INFORMATION REVISION DATE DRAINAGE CRITERIA Q = C I A C = 0.9 ItDo = 6.8 tc = 10 min. $ --- Drainage Area No. x.xx Acres x.x `"0100 (cfs) Drainage Divide Line RLK ENGINEERING, INC. OF £ 11 r-�A,.. • • . f9 I I I West Main 7«� ' .. Allen, Texas 75013 (cfs) Notes (972)359-1733 Off iA: 91858(�j e (972) 359-1833 Fax {[1q} IIj �ICgNS? Y(� 1 E4.'•.... 11 11.6 SlONKL � '1�1 At 0.24 -0- 4 0 30 100 GRAPHIC SCALE 1 "=30' DRAINAGE NOTES 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 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/or elevation of existing utilities as shown on these plans are based on records of the various utility companies, and, where.possible, measurements taken in the field. The contractor must call the appropriate utility company at least 48 hours prior to any excavation to request exact field location of utilities. 3. The contractor shall be responsible for protecting ail existing improvements in the construction of this project. The contractor is responsible for repairs of damage to any existing improvements during construction. Repairs shall be equal to or better than condition prior to construction. 4. All storm sewer pipe 18' and larger shall be Class III RGP. All storm sewer pipe 15" and smaller shall be HDPE drainage pipe or approved equal, except where noted otherwise. 5. Contractor shall be responsible for maintaining trench safety requirements in accordance with the latest standards of O.S.H.A. or any other agency having jurisdiction for excavation and trenching procedures. Contractor shall provide and implement a trench safety plan complying with O.S.H.A. DRAINAGE AREA CALCULATIONS Drainage Area No. Drainage Area(� es) C t, (min) '7h r) (;n/n (cfs) Notes A 0.30 0.9 10 11.6 3.1 At 0.24 0.9 10 11.6 2.5 A2 0.62 0.9 10 11.6 6.5 B 0.60 0.9 10 11.6 6.3 C 0.32 0.9 70 11.6 3.3 Rt 0.16 0.9 10 11.6 1.7 R2 0.16 0.9 10 it.6 1.7 R3 0.16 0.9 10 11.6 1.7 R4 0.16 0.9 10 1 11.6 1.7 Drainage Area No. Drainage ( es) C t.i, (into) On/hr) Q, (cfs) Notes A 0.30 0.9 10 6.8 1.8 A! 0.24 0.9 10 6.8 1.5 A2 0.62 0.9 10 6.8 3.8 8 0.60 0.9 10 6.8 3.7 C 0.32 0.9 10 6.8 2.0 RI 0.16 0.9 10 6.8 1.0 R2 0.16 0.9 10 6.8 1.0 R3 0.16 0.9 10 6.8 1.0 ft4 0.16 0.9 10 6.8 1.0 BENCH MARK: City of Grapevine Geodetic Control Mon. No. 7 Elevation: 585.76 DRAINAGE PLAN GRAPEVINE MILLS RETAIL CITY OF GRAPEVINE, TEXAS ECHREVIEW; DRAWIMI2DRG: DRAWING SCALE: SNEEr: RLK 05062 1111 g i'=30' EER REVIEW: DRAWING DATE: PROIECI'NUMBER R RLK Iwld RLK 05082 4 OF V N Lot 2, Block 2 Grapevine Mills Addition Cab. A, Pg. 3890 Cut in Pavement l l` ' . 542.84 .st 5 Al II J / J pralno9e EgMI. A=16`13'27" 4)R=802.00' noted herein and approved by the City. i T=114.31' Contractor shall be responsible for maintaining trench safety L=227.10' v CB=N(Y01'33"W 226.34' and O.S.H.A. Standards for all excavation in excess of five feet { Install: '�'� t -72'x6" Tapping Sleeve & Valve i w ` 1-6" Detector Check `T E Ci Vault Per City Standards I r Kit 1 las wtn Bypass � (oamestrc) Q. -t-2"Meter With BYpase v (Irtigabon) � aV � xroww crn cxucKa arsr rrzzn rws sxra cs _ er axeaeos o- Kac�r ax fxm war err kr crzmm+c Refer to MEP Plans for locations of gas and electric services to the proposed building. I I 1', 0,91 1 1 n I I IVMp 11 IBM NO Hose bibs and/or trash enclosure drains shall be installed In all service areas and trash enclosures per City standards. Refer MEP and Architectural Plans for details. Tract A—R1, Block 2 Grapevine Mills Addition Fin. Er. 543.0 Ref, MEP Plans For Exact Size, Locution, And Elevations Of Utilities At Building. Fire Sprinkler Line Shall Be Sized And Installed By State Li—ad Fire Sprinkler Contractor, Lot 5, Block 2 Grapevine Mills Addition Cob. A, Pg. 7080 Iii Ji •'"PCo 61 =o= O 30 100 GRAPHIC SCALE 1"=30• WATER & SEWER NOTES 1. All materials and construction shall conform to the City of Grape– vine Standard Construction Details and Specifications, except as noted herein and approved by the City. 7"T7I 2. Contractor shall be responsible for maintaining trench safety 1. I requirements in accordance with City Standards, Texas State Low, and O.S.H.A. Standards for all excavation in excess of five feet { In depth. i w ` I I x i 1 `T E I r existing public records. The exact location and elevation of all I^ 1 ^ public utilities must be determined by the Contractor. it shall O I 1 db 1 6t I I I II i t 1 I , 1 1 l i 4. I E 1 C R w I l a Ic° 1 _ i I � i • 1 1 3 1 1 la la I 1 I 1 v 1 I I I l uH lopr< W 1 1 —[ I t L 6. 0 ! t 7 � I 1 i W 6" TRE 1 I / I i 1 I i I 1 I I I f 1 `TRE 1 1 C i 1 1 ` Q r 1 TRE 1 r / 7 � 1 I I I Evmu 1 I 1 i 1 , 1 1 1 1 i ! i I I I I I 1 j I l 1 =o= O 30 100 GRAPHIC SCALE 1"=30• WATER & SEWER NOTES 1. All materials and construction shall conform to the City of Grape– vine Standard Construction Details and Specifications, except as BENCH MARK: City of Grapevine _ Geodetic Control Mon. No. 7 Elevation: 585.76 MISC. INFORMATION REVISION DATE DESCRIPTION RLK ENGINEERING, INC- ai Ztt9 WA1 R & SEWER PLAN MAwAW iii West Main�¢�:' a* GRAPEVINE MILLS RETAIL Allen, Texas 75013 • seTH 'KELC CITY OF GRAPEVINE, TEXAS (972) 359-1733 Off 4+ �. 91658 y�� I)MGNEDDY: TECH REVIEW: DRAWING FlLE: DRAW WG SCA E: SHEET: (972) 359-1833 Fax bf ��fresxs' RLKEngineering R K o6082W5.dwg r=ao ++it"'Orat �` 1� nRA1 N BYEngineering PEERREVIEW: DRAWaWG DATE: PROTECT NDMBER: c) R RLK: LGOgT J OP V 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, and O.S.H.A. Standards for all excavation in excess of five feet In depth. 3. The location of ail utilities located on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. it shall be the duty of the Contractor to ascertain whether any additional connect To Exist Manh." facilities other than those shown on the plans may be present. FL Ex. 528.3 4. It shall be the responsibility of the Contractor to protect all public utilities In the construction of this project. 5. Any utility installed outside of an easement shall be installed by a plumber and Inspected by Code Enforcement. 6. Backfill for utility lines should be carefully placed so that the utility will be stable. Where utility lines cross the parking lot, the top 6"'should be compacted similarly to the remainder of the lot. Utility ditches should be visually Inspected during the excavation process to ensure that undesirable fill Is not used. 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. 8. All water mains shall be C-900 PVC. Domestic and fire water service lines shall be per City Building Code requirements. 9. All ductile iron fittings shall be of the mechanical joint type or stip joint and shall be Class D. or Class 250 on sizes 12" and smaller in accordance with A.W.W.A. Specification C-110-64 and C-111-64. 10. All water mains shall have a minimum cover of 42", or sufficient cover to clear other utilities as measured from top of pipe to existing ground level or finished grade, whichever is greater. 11. Fire hydrants shall be placed 2'-6' from back of curb located as shown on the plans. 12. Fire hydrants shall be City approved and color coded. 13. Ail gate valves shall be City approved. 14. Sanitary sewer manholes shall be constructed of cast—in—place concrete or precast concrete with cast iron frames and cover per City of Grapevine details. 15. Concrete blocking shalt be provided on water mains at ail tees, fire hydrants, and bends per City of Grapevine standards. Payment for concrete blocking shall be subsidiary to pipe Installation and shall be included In the bid price thereof. 16. The slope for sanitary sewer laterals shall be 22, or 1/4" 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. 20. Fire sprinkler line shall be sized and installed by a State Licensed Fre Sprinkler Contractor. BENCH MARK: City of Grapevine _ Geodetic Control Mon. No. 7 Elevation: 585.76 MISC. INFORMATION REVISION DATE DESCRIPTION RLK ENGINEERING, INC- ai Ztt9 WA1 R & SEWER PLAN MAwAW iii West Main�¢�:' a* GRAPEVINE MILLS RETAIL Allen, Texas 75013 • seTH 'KELC CITY OF GRAPEVINE, TEXAS (972) 359-1733 Off 4+ �. 91658 y�� I)MGNEDDY: TECH REVIEW: DRAWING FlLE: DRAW WG SCA E: SHEET: (972) 359-1833 Fax bf ��fresxs' RLKEngineering R K o6082W5.dwg r=ao ++it"'Orat �` 1� nRA1 N BYEngineering PEERREVIEW: DRAWaWG DATE: PROTECT NDMBER: c) R RLK: LGOgT J OP V 50' Ran GradLe F=e To Prevente Runoff aving Sit s' Paved Sur/ace Min. Filter Fal Existing Grata PROFILE VIEW Grade To Orain Away from Stabilized And R ht -Of -Wer Sheetave Pd surface ' � bra°Iwatis�ri°eI w �L_�• 1 t Oroinage Must N 1 Flow Away From Entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE Location To Be Determined At Tim. Of Const—tion NOTES 1. stoneshah be 3 to 5 inch diameter crushed rock or accept able pushed Portland Cement Concrete. 2. when rrocessary, vehIdes, mail be aeon.d to remove sediment prior to entrance ant. a public roadway. When washing is "oked, it .half be does on an— stabilized with pushed stone, with drainage flowing away from both the street and the stabilized entrance. Ali sediment shall be prevented from entering any storm drain, ditch, or waercourse using approved method. 3. The entrance shit maintained In a condition which will prevent tracking or flowing of sediment to payed surfaces. This toy require periodic top dressing with additional stone as conditions demand. All wediment spilled, dropped, washed• - tracked onto payed .f.— must be removed immediately. 4. The entrance must be properly graded - incorporate a drainage swore to prevent runoff from teasing the construction site. CURB INLET CONCRETE BLOCK CONCRETE 811 RE SCREE GRAVEL FILTER - CURB INLET P BLOCK AND GRAVEL PROTECTION Lot Z 81ock 2 Grapevine Mills Addition Cab. A, Pg. 3890 Drop Inlet Curb Inlet Protection Protection concrete blacks are to be placed m their sides in a single row around the perimeter of the inlet, with ends molting. Opening m the blacks should face outward, not upward. Wee mssh shall then be placed aver the outside face of the blocks covering the holes. Filter stone shall then be plied against the cube mesh to the top of the blocks with the base of the stone being a of 18 hes from the blocks. Periodically, when the stone filter becomes ds clogged, the stone must inc emoved and deaned In a proper manner or replaced with new stone and pled back against the wire mesh. Lot 5, Block 2 Grapevine Mills Addition Cab. A. Pg. 7080 Fence O 30 100 GRAPHIC SCALE 1"=30' EROSION CONTROL NOTES 1. All construction and materials shall conform to the City of Grapevine Standards and Specifications for erosion and sedi- ment control. 2. Contractor shall install silt fences as shown and as required by Owner's engineer or City of Grapevine if additional erosion protection is needed. 3. Contractor shall control mud accumulation on oil streets surrounding the project. No mud accumulation will be allowed in public streets. 4. Maintain all filters during construction to prevent any blockages from accumulated sediment. Additional silt fences may be required during construction as specified- by engineer or City Inspector. 5. All proposed parking areas are to be paved as soon as possible after subgrade is prepared. 6. Contractor shall remove all temporary erosion and sediment controls only when there is a sufficient growth of ground cover to prevent erosion. so• Fraome LeavlPng Ste Runoff 8" \ i- - -- Surface �.S�Sa. !•aY��`5� Grade ToDrain AZ* y From Stabilized And R' ht -Of -Wer Street Paved Surface o Tronait' d Paved �bvrfa 1-�-50' 1 Ff.. Away from �o Entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE Location To 8e Determined At Time Of Construction NOTES 1. Stone shall be 3 to 5 inch diameter crushed rock or -cop able pushed Portland Cement Concrete. 2. when necessary, vwhidee sh.fl be cleaned to rem. - sediment prior to entrance onto a public roadway. When washing is reined, it shall be done an an stabilized with crushed stone, with drainage flowingaway from both the street and the stabilized 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 wfli prevent tracking or flowing of sediment onto paved surface. This may require periodic top dressing with additional stone as conditions demand. All sediment spilled, dropped. washed, or tracked onto paved surfaces most be remb,ad immediately. 4 The entrance must be properly graded err incorporate a drainage swsle to prevent runoff from leaving the construction sits. NOTE: Owner and Contractor to be responsible for submitting N.0.1. (Notice Of Intent) prior to beginning any construction. Owner and Contractor also to submit N.O.T. (Notice Of Termination). "EROSION CONTROL PLAN . OF T� tf xy'+r * ` 1:p;'; I GRAPEVINE MILLS RETAIL Ru I obos2 EC.dwg 1 f>ao• z REVIEW_ DRAWING DATE: PR0IECTNUMBER: RLK 1011"6 RLK: otge2 OF V RLK ENGINEERING, INC - 1 I i West Main WWAwAft Allen, Texas 75013 INA -0-11 I _AIF (972)359-1733 Off (972)359-1833 Fax O 30 100 GRAPHIC SCALE 1"=30' EROSION CONTROL NOTES 1. All construction and materials shall conform to the City of Grapevine Standards and Specifications for erosion and sedi- ment control. 2. Contractor shall install silt fences as shown and as required by Owner's engineer or City of Grapevine if additional erosion protection is needed. 3. Contractor shall control mud accumulation on oil streets surrounding the project. No mud accumulation will be allowed in public streets. 4. Maintain all filters during construction to prevent any blockages from accumulated sediment. Additional silt fences may be required during construction as specified- by engineer or City Inspector. 5. All proposed parking areas are to be paved as soon as possible after subgrade is prepared. 6. Contractor shall remove all temporary erosion and sediment controls only when there is a sufficient growth of ground cover to prevent erosion. so• Fraome LeavlPng Ste Runoff 8" \ i- - -- Surface �.S�Sa. !•aY��`5� Grade ToDrain AZ* y From Stabilized And R' ht -Of -Wer Street Paved Surface o Tronait' d Paved �bvrfa 1-�-50' 1 Ff.. Away from �o Entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE Location To 8e Determined At Time Of Construction NOTES 1. Stone shall be 3 to 5 inch diameter crushed rock or -cop able pushed Portland Cement Concrete. 2. when necessary, vwhidee sh.fl be cleaned to rem. - sediment prior to entrance onto a public roadway. When washing is reined, it shall be done an an stabilized with crushed stone, with drainage flowingaway from both the street and the stabilized 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 wfli prevent tracking or flowing of sediment onto paved surface. This may require periodic top dressing with additional stone as conditions demand. All sediment spilled, dropped. washed, or tracked onto paved surfaces most be remb,ad immediately. 4 The entrance must be properly graded err incorporate a drainage swsle to prevent runoff from leaving the construction sits. NOTE: Owner and Contractor to be responsible for submitting N.0.1. (Notice Of Intent) prior to beginning any construction. Owner and Contractor also to submit N.O.T. (Notice Of Termination). "EROSION CONTROL PLAN . OF T� tf xy'+r * ` 1:p;'; I GRAPEVINE MILLS RETAIL Ru I obos2 EC.dwg 1 f>ao• z REVIEW_ DRAWING DATE: PR0IECTNUMBER: RLK 1011"6 RLK: otge2 OF V SANDBLASTING WASTE MANAGEMENT DESCRIPTION The objective of the management program is to minimize the potential of stain water quality degradotioa from sandblasting activities at construction sites. The key issues in this program we prudent handling and storage of sandblast media, dust suppression, and proper collection and disposal of spent media. It is net the intent of this program to outline all of the worker safety issues pertinent to this practice. Safety issues shoo d be addressed by construction safety programs as well as local, state, and and federal regulations utilized at sites in which Sandblasting waste is Present INSTALLATION/APPLICATION CRITERIA Since the media consists of fine abrasive granules, it can be easily transportedby running water. Sandblasting activities typically create a signtfcont dust problem which must be contained and collected to prevent off–site migration problem which must be contained and collected to to prevent oft–site migration or fines. Operational Procedures Use only inert, non–degradable sandblast media. Use appropriate equipment fa the job, do not over–blast. More— possible, blast In a downward direction. Install a wind sock or other wind direction instrument. Cease blasting. activities in high winds or If wind direction could transport grit to drainage facilities. install dust shielding aound sandblasting areas. Collect and dispose of all spent sandblast grit, use dust containment fabrics and dust collection hoppers and barrels. Non–hazardous sandblast grit may be disposed in permitted construction debris landfills or permitted sanitary landfills, if sandblast media cannot be fully contained, construct sediment traps downstream from blasting area where appropriate. Use sand fencing where appropriate in areas where blast media cannot be fully contained. if necessary, Install misting equipment to remove sandblast grit from the air – prevent runoff from misting operations from entering drainage systems. Use vacuum grit collection systems where possible. Keep records of sandblasting materials, procedures, and weather conditions on a dally basis. Take all reasonable precautions to ensure that sandblasting grit is contained and kept away from drainage structures. Educational Issues Educate oil on–site employees of potential dangers to humors and the environment from sandblast grit. Instruct all on–site employees of the potential hazardous nature of sandblast grit and possible symptoms of overexposure to sandblast grit. Instruct operators of sandblasting equipment on safety procedures and personal protection equipment. Instruct operators on proper procedures regarding storage, handling, and containment of sandblast grit Instruct operators to recognize unfavorable weather conditions regarding sandblasting activities. Instruct operators and supervisors on current local, state, and federal regulations regarding fugitive dust and hazardous waste from sandblast grit. Have weekly meetings with operators to discuss and reinforce proper operational procedures. Establish a continuing education program to indoctrinate new employees. Material Handling Recommendations Sandblast media should always be stored under cover away from drainage structures. Ensure that stored media or grit is not subject to transport by wind, Ensure that all sandblasting equipment as well as storage containers comply with local, state, and federal regulations. Refer to Hazardous Waste BMP fact sheet if sandblast grit is known or or suspected to contain hazardous components Capture and treat runoff which comes Into contact with sandblasting material or waste. Foreman and/or construction supervisor should monitor all sandblasting activities and safety procedures. Quality Assurance Educate, and if necessary, discipline workers who violate procedures. Take all reasonable precautions to ensure that sandblast grit is not transported off–site or Into drainage facilities. Requirements Education and awareness program far all employees regarding control of sandblasting and potential dangers to humans and the environment. Operator and supervisor education program for those directly Involved in sandblasting activities – instructions on materioi handling, proper equipment operation, personal protective equipment, fugitive dust control, record keeping and reporting. Proper sandblast equipment far the job. Site–specific fugitive dust control and containment equipment. Site–specific fugitive dust control procedure. Compliance by superWsors and workers. Costs Minimal cost for training and monitoring. Potential fa significant cost fa containment procedures on large jobs. Potential far significant costs associated with cleanup, connection and remediation if containment occurs. LIMITATIONS Site specific solutions to sandblasting problems may be required. Sandblasting operations on structures known to contain hazardous materials require special procedures act specifically outlined above including professional hazardous waste specialists. Where hazardous materials ore known or suspected, a site assessment and remediation pian may be necessary. MISC. HAZARDOUS WASTE MANAGEMENT DESCRIPTION The hazardous waste management BMP addresses the problem of storm wafer polluted with hazardous waste through spills or other forms of contact, The objective of the Management Program is to minimize the potential of storm water contamination from common construction site hazardous wastes through appropriate recognition, handling, storage, and disposal practices. It is not the intent of this Management Program to supersede or replace normal site assessment and remediation procedures. Significant spills and/or contamination worrant immediate response by trained professionals. Suspected job–site contamination should be immediately reported to regulatory authorities and protective actions taken. The General Permit requires reporting Of significant spills to the National Response Center (NRC) at (800)424-8802- PRIMARY 800)424-8802 PRIMARY USE These management practices along with applicable OSHA and EPA guidelines should be incorporated at all construction sites which use or generate hazardous wastes. Many wastes such as fuel, oil grease, fertilizer, and pesticide are present at most construction sites. INSTALLATION, APPLICATION AND DISPOSAL CRITERIA The hazardous waste management techniques presented here are based on proper recognition, handling, and disposal practices by construction workers and supervisors, Key elements of the management program are education, proper disposal practices, as well as provisions for safe storage and disposal. Following are lists describing the targeted materials and recommended procedures Targeted Hazardous Waste Materiols Paints Solvents Stains Wood preservatives Cutting oils Greasas Reofing tar Pesticides Fuel and lube oils Lead based points (Demolition) Storage Procedures Wherever possible, minimize use of hazardous materials, Minimize generation of hazardous wastes oa the job–site. Segregate potentially hazardous waste from non–hazardous construction site debris. Designate a foreman or supervisor to oversee hazardous materials handling procedures. Keep liquid or semi–liquid hazardous waste in appropriate containers (closed drums or similar) and under cover. Store waste materials away from drainage ditches, swalas, and catch basins. Use containment berms in fueling and maintenance areas and where the potential far spills is high. Ensure that adequate hazardous waste storage volume is available, Ensure that hazardous waste collection containers are conveniently located. Do not allow potentially hazardous waste materials to accumulate on the ground. Enforce hazardous waste handling and storage procedures. Clearly mark on all hazardous waste containers which materials ore acceptable for the container, Disposal Procedures Regularly schedule hazardous waste removal to minimize on–site storage. Use only reputable, licensed hazardous waste haulers, Education Instruct workers in identification of hazardous waste. Educate workers of potential dangers to humans and the environment from hazardous wastes. Instruct workers on safety procedures for common construction site hazardous wastes. Educate all workers on hazardous waste storage and disposal procedures. Have regular meetings to discuss and reinforce identification, handling and disposal procedures (incorporate in regular safety seminars). Establish a continuing education program to indoctrinate new employees. Quality Assurance Foreman and/or construction supervisor shall monitor on–site hazardous waste storage and disposal procedures. Educate, and if necessary, discipline workers who violate procedures. Ensure that the hazardous waste disposal contractor is reputable and licensed. Requirements Job–site waste handling and disposal education and awareness program. Commitment by mm onageent to implement hazardous waste management practices. Compliance by workers. Sufficient and appropriate hazardous waste storage containers. Timely rsmowl of stored hazardous waste materials. Costs Pastime modest cost impact for additional hazardous storage containers. Small cost impact for training and monitoring. Potential cost impact for hazardous waste collection and disposal by licensed hauler – actual cost depends on type of material and volume. LIMITATIONS This practice is not intended to address site–ossessments and pre–existing contamination. Major contamination, large spills and other serious hazardous waste incidents require immediate response from specialists, Demolition activities and potential pre–existing materials, such as asbestos, ore not addressed by this program, Site specific information on plans is necessary. Contaminated soils are not addressed. One part of a comprehensive construction site waste management program. DATE SOLID WASTE MANAGEMENT DESCRIPTION Large volumes of solid waste are often generated at construction sites including packaging, pallets, wood waste, concrete waste. soil, electrical wiring, cuttings, and a variety of other materials. The solid waste management practice lists techniques to minimize the potential of storm water contamination from solid waste through appropriate storage and disposal practices. PRIMARY USE These practices should be a pat of all construction practices. By limiting the trash and debris an site, storm water quality is improved along with reduced clean up requirements at the completion of the project APPLICATIONS - The solid waste management practice for construction sites is based on proper storage and disposal practices by construction workers and supervisors. Key elements of the program are education and modification of improper disposal habits. Cooperation and vigilance is required on the part of supervisors and workers to ensure that the recommendations and procedures are followed. Following are lists describing the targeted materials and recommended procedures: Targeted Solid Waste Materials Paper and cardboard containers Plastic packaging Styrofoom pocking and forms Insulation materials (non–hazardous) Wood pallets Wood cuttings Pipe and electrical cuttings Concrete, trick, and mortar waste Shingle cuttings and waste Roofing tar Steel (cuttings, nails, rust residue) Gypsum board cuttings and waste Sheathing cuttings and waste Miscellaneous cutting and waste Food waste Demolition waste Storage Procedures Wherever possible, minimize production of solid waste materials. Designate a foreman or supervisor to oversee end enforce proper solid este procedures, Instruct construction workers in proper solid waste procedures. Segregate potentially hazardous waste from non–hazardous construction site debris. Keep solid waste materials under cover in either o closed dumpster or other enclosed trash container that limits contact with roin and runoff. Store waste materials away from drainage ditches, swalas and catch basins. Do not allow trash containers to overflow. Do not allow waste materials to accumulate on the ground. Prohibit littering by workers and visitors. Police site daily for litter and debris. Enforce solid waste handling and storage procedures, Disposal Procedures If feasible, segregate recyclable wastes from non–recyclable waste materials and dispose of properly, General construction debris may be hauled to a licensed construction debris landfill (typically less expensive than a sanitary landfill). Use waste facilities approved by local jurisdiction. Runoff which canes into contact with unprotected waste shall be directed into structural treatment such as silt fence to remove debris. Education Educate all workers on solid waste storage and disposal procedures. Instruct workers in identification of solid waste and hazardous waste. Have regular meetings to discuss and reinforce disposal procedures (incorporate in regular safety seminars). Clearly mark on all solid waste containers which materials are acceptable, Quality Control Foreman and/or construction supervisor shall monitor ou–site solid waste storage and disposal procedures. Discipline workers who repeatedly violate procedures, Requirements Jobsite waste handling and disposal education and awareness program. Commitment by management to implement and enforce Solid Waste Management Program. Compliance by workers, Sufficient and appropriate waste storage containers. Timely removal of stored solid waste material. Possible modest cost impact far additional waste storage containers Small cost Impact for training and monitoring. Minimal overall cost impact. LIMITATIONS Only addresses non–hazardous solid waste. One part of a comprehensive construction site monagement program. RLK ENGINEERING, INC. I i I West Main Allen, Texas 75013 (972)359-1733 Off (972)359-1833 Fax CONCRETE WASTE MANAGEMENT DESCRIPTION Concrete waste at construction sites comes in two forms; 1) excess fresh concrete mix including truck and equipment washing, and 2) concrete dust and concrete debris resulting from demolition and sawing. Both forms hove the potential I. impact water quality through storm water runoff contact with the waste. PRIMARY USE Concrete waste is present at most construction sites. This BMP should be utAized at sites in which concrete waste is present. APPLICATIONS A number of water quality parameters can be affected by introduction or concrete –especially fresh concrete. Concrete effects the pH of runoff, causing significant chemical changes in water bodies and hwming aquatic life. Suspended solids in the form of both cement and aggregate dust are also Generated from both fresh and demolished concrete waste: Current Unacceptable Waste Concrete Disposal Practices Dumping in vacant areas on the job–site. Illicit dumping off–job.ite. Dumping into ditches or drainage facilities. Recommended Disposal Practices Avoid unacceptable dumping practices listed above. Develop predetermined, sofa concrete disposal areas. Provide a washout area with a minimum of 6 cubic feet of containment area volume for every 10 cubic yards of concrete poured. Never dump waste concrete illicitly ar without property owners knowledge orad consent. Treat runoff from storage area through the use of structural controls as required. Education Drivers and equipment operators should be instructed on proper disposal and equipment washing practices (see above). Supervisors must be made aware of the potential environmental consequences of improperly handling concrete waste. Enforcement The construction site manager or foreman must ensure that employees and pre–mix companies follow proper procedures for concrete disposaland equipment washing. Employees violating disposal or equipment cleaning directives must be reeducoted or disciplined if necessary. Damoiltion Practices Monitor weather and wind direction to ensure concrete dust is not entering drainage structures and surface waters. Where appropriate, construct sediment traps or other types of sediment detention devices downstream of demolition activities Requirements Use predetermined disposal for waste concrete. Prohibit dumping waste concrete anywhere but predetermined areas. Assign predetermined truck and equipment washing areas. Educate drivers and operators on proper disposal and equipment cleaning procedures. Costs Minimal cost impact for training and monitoring. Concrete disposal cost depends on availability and distance to suitable disposal Additional costs involved in equipment washing could be significanL LIMITATIONS This concrete waste management program is one part of a comprehensive construction site management program. EROSION CONTROL GRAPEVINE MILLS RETAIL RIX 1 06562 EC2.d 8 NA Z REVIEW: DRAWING DATE: PROJECT NUMBER: 7 R RLK 10,1696 RLK: 06082 f OF 8 RESERVED PARKING i COLORS: LETTERS AND BORDER - GREEN SYMBOL ON BLUE BACKGROUND SIGN .BACKGROUND - WHITE NOTES: 1. SPACING BETWEEN LETTERS, COLORS, AND PROCESSES SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS 2. INSTALL WHERE INDICATED ON PLANS. 3. VAN -ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. Irj TYPE I N.T.S. 3/4" WIDE x 1/4" DEEP SAWED OR TOOLED GROOVES SPACED 2" APART (TYP.) STAINED CONCRETE WITH CONTRASTING COLOR AS PER T.A.S. STANDARDS. STAIN COLOR TO BE DETERMINED BY ARCHITECT &/OR OWNER. RESERVED PARKING j COLORS: LETTERS AND BORDER - GREEN SYMBOL ON BLUE BACKGROUND SIGN BACKGROUND - WHITE 'EE -ACCESSIBLE NOTES: 1. SPACING BETWEEN LETTERS, COLORS. AND PROCESSES SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS. 2. INSTALL WHERE INDICATED ON PLANS. 3. VAN -ACCESSIBLE SIGNAGE ON VAN SPACES ONLY, TYPICAL SIGNAGE DETAIL TYPE II N.T.S. TC TZ. GUTTER "" t T2:1 6" 12:1 Private HANDICAP RAMP DETAILS N.T.S. MOUNT W/ CORROSION RESISTANT 3/4" WIDE x 1/4" DEEP 5" 3600 SAWED OR TOOLED GROOVES SPACED 2" APART (TYP.) AFTER INSYALL.ATION) STAINED CONCRETE WITH REFER TO GEOTECHNICAL EXPLORATION CONTRASTING COLOR AS PER SEE DETAIL T.A.S. STANDARDS. STAIN COLOR PAVEMENT INSTALLATION, AND ALL TO BE DETERMINED BY ARCHITECT TYPICAL ALUMINUM &jOR OWNER. Z SECTION SPACE (TYP) SIGN PLAN W1 0:' 11 �I 1I 111 II a 111 111 a N (TYP.) v �1 Z � TC PROPOSED I PAVEMENT 2500 PSI GUTTER TRANS. CURB 20' MIN. IN DROP CONCRETE - FROM 6" TO 0" OFF naEA 3•� 6' VARIES 6' (36" IN TC TZ. GUTTER "" t T2:1 6" 12:1 Private HANDICAP RAMP DETAILS N.T.S. MOUNT W/ CORROSION RESISTANT 6 INCH, 6% LIME STABUZED SUBGRADE 5" 3600 STOVEBOLT (DEFORM THREADS 1:3 SA AFTER INSYALL.ATION) HANDICAP SYMBOL REFER TO GEOTECHNICAL EXPLORATION ABOVE MOISTURE CONTENT. SEE DETAIL PAVEMENT INSTALLATION, AND ALL TYPICAL ALUMINUM ;FE PLAN�SEEISEE�AN _ SECTION SPACE (TYP) SIGN PLAN 0:' a GALVANIZED STEEL POST a (TYP.) v Z � PROPOSED PAVEMENT 2500 PSI ' CONCRETE - 3•� t ---I TYPICAL SIGNAGE MOUNTING DETAIL N.T.S, MISC. INFORMATION SAWCUT FULL DEPTH & REMOVE CURB & GUTTER 24" LUBRICATED SMOOTH VERTICAL SAW No. 6 DOWEL BAR CUT 3/8" MIN.— 1 POLYURETHANE JOINT SEALING COMPOUND rREF. SIGN DETAIL g Q LT WHEELSTOP HANDICAP STRIPING DETAIL N.T.S. SIDEWALK CURB PROPOSEOJ 1 V-3' MIN.—EXISTING PAVEMENT PAVEMENT DOWEL SPACED ON ONE (1) FOOT CENTER TO CENTER. 6 INCHES OFF TIE BARS. NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. NOTES: 1. No. 6 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3, DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 4. DRILLED BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. LONGITUDINAL BUTT JOINT N.T.S. DATE DESCRIPTION PAINT i HANDICAP SYMBOL DETAIL N.T.S. VARIES SEE PLAN _ 3500 PSI CONC. REINF. WITH No. 3 BARS 0 18" CTRS. —2% MAX. TYR. �� SUBGRADE COMPACTED TO IN, 95% STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT BETWEEN 0% to +3% OF OPTIMUM Private SITE SIDEWALK DETAIL N.T.S T- PAVEMENT THICKNESS VERTICAL SAWCUT 3/8" WOE MIN. POLYURETHANE TOP 1/4` NO JOINT SEALING COMPOUND SEALING COMPOUN6 \ 1 t POUR t 1T3` 1 1/2 2nd POUR 1 1/27-•!:2 No.3 BARS ON 18" CTRS. EA. WAY LAP BARS 30 DIA. & TIE CONSTRUCTION JOINT N.T.S. T- PAVEMENT THICKNESS VERTICAL SAWCUT 3/8" WIDE MIN. POLYURETHANE TOP 1/4" NOJOINT SEAUNG COMPOUND SEALING COMPOUN� No. 3 BARS ON 18" CTRS. EA_ WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING 15 15• CTRS. (TYP.) 3600 PSI REINFORCED CONCRETE PAVEMENT. REFERENCE PAVING AND HORIZONTAL CONTROL PLAN FOR THICKNESS AND STRENGTH 3/8"R 1:3 BATTER�- 1 NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. 2" MIN. POLYURETHANE JOINT SEAUNG COMPOUND 3/4" F' 1 i/4" MIN. CLEARANCE t11.1 DOWELSIFEVE(CLOSEDEND) TO FIT DOWEL AND BESECURED TO BE INSTALLED 2' C -C REDWOOD EXPANSION JOINT FILLER R41N I"CTR& EA. WAY EXPANSION JOINT N.T.S. rirN 6 INCH, 6% LIME STABUZED SUBGRADE 5" 3600 6 STRIPES 1:3 SA NOTE HANDICAP SYMBOL REFER TO GEOTECHNICAL EXPLORATION ABOVE MOISTURE CONTENT. SEE DETAIL PAVEMENT INSTALLATION, AND ALL ..ENTER IN PARKING ;FE PLAN�SEEISEE�AN CONCRETE PAVEMENT SECTION SPACE (TYP) PLAN HANDICAP STRIPING DETAIL N.T.S. SIDEWALK CURB PROPOSEOJ 1 V-3' MIN.—EXISTING PAVEMENT PAVEMENT DOWEL SPACED ON ONE (1) FOOT CENTER TO CENTER. 6 INCHES OFF TIE BARS. NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. NOTES: 1. No. 6 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3, DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 4. DRILLED BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. LONGITUDINAL BUTT JOINT N.T.S. DATE DESCRIPTION PAINT i HANDICAP SYMBOL DETAIL N.T.S. VARIES SEE PLAN _ 3500 PSI CONC. REINF. WITH No. 3 BARS 0 18" CTRS. —2% MAX. TYR. �� SUBGRADE COMPACTED TO IN, 95% STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT BETWEEN 0% to +3% OF OPTIMUM Private SITE SIDEWALK DETAIL N.T.S T- PAVEMENT THICKNESS VERTICAL SAWCUT 3/8" WOE MIN. POLYURETHANE TOP 1/4` NO JOINT SEALING COMPOUND SEALING COMPOUN6 \ 1 t POUR t 1T3` 1 1/2 2nd POUR 1 1/27-•!:2 No.3 BARS ON 18" CTRS. EA. WAY LAP BARS 30 DIA. & TIE CONSTRUCTION JOINT N.T.S. T- PAVEMENT THICKNESS VERTICAL SAWCUT 3/8" WIDE MIN. POLYURETHANE TOP 1/4" NOJOINT SEAUNG COMPOUND SEALING COMPOUN� No. 3 BARS ON 18" CTRS. EA_ WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING 15 15• CTRS. (TYP.) 3600 PSI REINFORCED CONCRETE PAVEMENT. REFERENCE PAVING AND HORIZONTAL CONTROL PLAN FOR THICKNESS AND STRENGTH 3/8"R 1:3 BATTER�- 1 NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. 2" MIN. POLYURETHANE JOINT SEAUNG COMPOUND 3/4" F' 1 i/4" MIN. CLEARANCE t11.1 DOWELSIFEVE(CLOSEDEND) TO FIT DOWEL AND BESECURED TO BE INSTALLED 2' C -C REDWOOD EXPANSION JOINT FILLER R41N I"CTR& EA. WAY EXPANSION JOINT N.T.S. rirN 6 INCH, 6% LIME STABUZED SUBGRADE 5" 3600 psi CONC. 1:3 SA NOTE 1 1/2"R . . BARS 0 24" CTRS. FLUME DETAIL N.T.S. L No. 3 BARS 0 18" CTRS. 6 INCH, 6% LIME STABUZED SUBGRADE UNLESS NOTED OTHERWISE COMPACTED A MINIMUM TO 95% STANDARD PROCTOR AT OPTIMUM TO NOTE PLUS 3 PERCENTAGE POINTS REFER TO GEOTECHNICAL EXPLORATION ABOVE MOISTURE CONTENT. FOR FILL COMPACTION REQUIREMENTS, PAVEMENT INSTALLATION, AND ALL EARTHWORK OPERATIONS. CONCRETE PAVEMENT SECTION N.T.S RLK ENGINEERING, INC. I I I West Main Allen, Texas 75013 SETH KELL F (972) 359-1733 Off .� �: ste���� •�„�, (972) 359.1833 Fax �i�a•trceRs?"1e�'� NOTE: CITY DETAILS TAKE PRECEDENCE IN CITY R.O.W. SITE D GRAPEVINE MILLS RETAIL CITY OF GRAPEVINE, TEXAS i REVIEW: DRAWING FILE: DRAWING SCALE SHEET: RLK 01O82 DETAILS.dwg NA RREVI£W: DRAWING DATE: PROIRCTNUM6ER: R R RLK IW16KK RLK 06082 V OF V =16°i3'2T R=602. T=114.31' V L=227. -W roraaw 2zs.a4' r�rJ: r CITY OF GRAPEVINE, TEXAS LANDSCAPING REGULATIONS SECTION 53 TOTAL SITE AREA =125.203 S.F. (2.87 ACRES) , PERIMETER LANDSCAPE REQUIRED PROVIDED 1. SCREENING OF OFF-STREET 3'-0' HT. HEDGE, 3'-W HT. HEDGE PARKING AND VEHICULAR WALL, FENCE, PROVIDED AREAS. OR BERM 2. 154' WIDE PERIMETER LANDSCAPE AREA ALONG ALL PUBLIC STREET R.O.W. GRAPEVINE MILLS PKWY. 15-0" REQUIRED 24'-6' PROVIDED GRAPEVINE MILLS CIRCLE 1S-0' REQUIRED 24'-0' PROVIDED 3. 1 TREE, 3" CALIPER PER 50 LF. OF PERIMETER GRAPEVINE MILLS PKWY. (333 LFJ5D= 7 TREES REQUIRED 7 TREES PROVIDED GRAPEVINE MILLS CIR. (284 L.FI50=6) 6 TREES REQUIRED 6 TREES PROVIDED INTERIOR LANDSCAPE REQUIRED PROVIDED GROSS PARKING AREA =64,000 S.F. 6,400 S.F. (10%) 6,700 S.F. (10.5%) 1. 10% GROSS PARKING AREAS MUST BE PLANTED 2. 1 TREE, 3' CALIPER, PER 400 S.F. 16 TREES 18 TREES OF REQUIRED INTERIOR LANDSCAPE AREA 3. PARKING ISLANDS (9X18' MIN.) REQUIRED PROVIDED EVERY 12 PARKING SPACES UNLESS PARKING AREA IS LESS THAN 35,000 S.F. NON -VEHICULAR OPEN REQUIRED PROVIDED SPACE TOTAL NON -VEHICULAR OPEN SPACE = 29,200 S.F. (23% SITE AREA) 12 TREES 19 TREES 1. 1 TREE, 3' CALIPER PER 2,590 S.F. OF NON -VEHICULAR OPEN SPACE - 29,200 S.F. 12.5W S.F. =12 TREES 2. 15% OF TOTAL SITE AREA TO BE REQUIRED (15%) PROVIDED (19%) LANDSCAPED. 18,780 S.F. 23,800 S.F. 3. 50% OF TOTAL REQ. LANDSCAPE REQUIRED (50%) PROVIDED (58%) AREA TO BE LOCATED IN REQUIRED 9,390 S.F. 10,900 S.F. FRONTYARD. 4. ALL OPEN SPACE WITHIN 20'-0' REQUIRED PROVIDED OF PAVED AREA OR BUILDING MUST BE PLANTED. TYPICAL EXISTING TREE TO REMAIN, PROTECTIVE TREE FENCING MUST BE PROVIDED, REFERENCE DETAIL #4, SHEET LS -2 TYPICAL 4" CALIPER SHADE TREE, 100 GALLON TYPICAL 3" CALIPER ORNAMENTAL TREE, 65 GALLON TYPICAL SCREENING SHRUBS, 5 GALLON, SPACED 2'-6" O.C. TYPICAL GROUND COVER, 4' POTS, SPACED 9' O.C. TYPICAL SOLID SOD BERMUDA TURF PERMANENT AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED. ,+ 11411 1 O-bVI Expressway GRAPHIC SCALE g??` °' 'LIND\ Suue v a a s A - r DaOas,Taxas 75243 LANDSCAPE DEVELOPMENT PLAN (214)750-1210 LA (214)36111727 -Fax SCALE:1"=16'-0" &ASSOCIATES 'BRIEN ASSOCIATES, INC. GRAPVEVINE MILLS PKWY/ GRAPEVINE MILLS CI LCE L-1 y SCALE: ' = 80'.0". CASE #:CV06-52 .ISSUE DATE 10/27/06 ARCHITECTURE ■ INTERIORS ■ PLANNING GRAPEVINE, TEXAS APPROVED BY: DATE: 5310 HARVEST MU ROAD SWTE136 DabAS.TEfAS75M (912)78900/0 FAX(9n)7M464 GREEN STREET PROPERTIES 9RANCHING BY 20% IF NEEDED :EfAIN NATURAL FORM OF TREE 2 PLY FABRIC BEARING HOSE INSIDE DIA OF NO LESS THAN 112" TO ENCASE WIRE 2'x 7' CEDAR STAKES DRIVE AT ANGLE THEN DRAW PLUMB, STAKES SHALL BE STRAIGHT SOUND, AND CONSTRUCTION GRADE CEDAR DOUBLE STRAND 10 GAUGE GALV WIRE TWISTED INTO HOSE ROOTBALL CROWN A ABOVE EXISTING GRADE 2' MULCH CONSTRUCT EARTH SAUCER WITH 4- HIGH BERM, FLOOD SAUCER AREA WITH WATER TWICE IN FIRST 24 HOURS EXISTING GRADE REMOVE TOP 1/4 OF BURLAP FROM BALL BACKFILL IN 9' LIFTS WITH TOPSOIL WATER EACHLAYER SCARIFY SIDES AND BOTTOM OF TREE PIT NATIVE SOIL nTREE STAKING/PLANTING PROCEDURE 1 SCALE: NTS NOTE: THIS DETAIL FOR ALL ORNAMENTALS AND TREES 4" CALIPER AND LESS. PLANTING PROCEDURE UTILIZED FOR ALL TREES. TYPICAL ON CENTER SPACING EQ TYPICAL SHRUB PLANTING DETAIL c SCALE: NTS TREES 11411 North C -W EW."W p W DaUa%Taxas 75243 TWHER (214)750-1210 (214)361 -8727 -Fax KI -6019& ASSOCIATES LANDSCAPE DETAILS SCALE: PER DETAIL 'BRIEN ASSOCIATES, INC. BOTANICAL NAME AGINIANA L— SIZE SPACING COMMENTS SCALE: r = 80'-0'. CASE A: CV06-52 < ISSUE DATE: 10/27/06 APPROVED BY: DATE QUERCUS LIVE OAK 100 GAL. 4' CAL, FULL TREE, FULL BRANCHING QUERCUS SHUMARDII RED OAK 100 GAL PER PLAN 4' CAL ,FULLTREE, FULL BRANCHING ULMUS PARVIFOUA SEMPERVIRENS LACEBARK ELM 65 GAL PER PLAN T CAL., FULL TREE, FULL NOWHING LAGERSTROEMIA INDICA WATERMELON WATERMELON RED CRAPEMYRTLE 65 GAL PER PLAN 17-14' HT., FULL TREE, FULL BRANCHING PYRUS CALLERYANA BRADFORD PEAR 65GAL. T CAL, FULL TREE, FULL HING ILEX VOMITORIA TREE YAUPON 8' HT. BO, FULL TREE, FULL BRANCHING PERENNIALS/SHRUBS BOTANICAL NAME COMMON NAME SIZE I SPACING COMMENTS UGUSTRUM JAPONICA WAX LEAF UGUSTRUM 5 GAL. 74i' O.C. FULL PLANT 36° HT. MIN. ILEX CORNUTA BURFORDI NAVA DWARF BURFORD HOLLY 5 GAL. 12° O.C. FULL PLANT, 24'-36' HT. MIN. SALVIA FARINACEA MEALY BLUE SALVIA 1 GAL I IT O.C. I FULL PLANT ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS MISCANTHUS' MORNING LIGHT MAIDEN GRASS IMORNING LIGHT MAL 7.6' O.C. FULL PLANT MUHLENBERGIA CAPILLARIS'REGAL MIST REGAL MIST MUHLY GRASS 5 GAL 7B" O.C. FULL PLANT GROUND COVER BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS LIRIOPEMUSCARI GREENtIWOPE 4'POTS 12 O.C. FULLPLANT TRACHELOSPERMUM ASIATICUM ASIAN JASMINE 4' POTS 9° O.C. FULL PLANT SEASONAL COLOR BOTANICAL NAM I SIS ISPACING COMMENTS SEASONAL COLOR SEASONAL COLOR 4' POTS fi' O.C. FULL PLANT NOTE: ALL TURF TO BE SOLID SOD. NOTE: LANDSCAPE TO BE WATERED BY A FULLY AUTOMATIC IRRIGATION SYSTEM. TYPICAL GROUND COVER PLANTING DETAIL v SCALE: NTS 7-0' MIN FROM DRIPLINE OF TREE.FERENCE APPENDIX C D, AND OF OF THE CITY TREE PRESERVATION ORDINANCE. EXISTING TREES TO BE SAVED LEAVE EXISTING NATIVE COVER, WITHIN FENCING LIMITS UNDISTURBED PROTECTION /—' . STE13 ORANGE PROTECTION FENCING TIE WIRE NOTE: THIS TEMPORARY FENCING SHALL • gayra,r PROJECT AND REMAIN UNTIL FINAL LANDSCAPE INSTALLATION COMMENGES. ..oy o .yBE PLACED AT THE BEGINNING OF THE ....o.;,❖.o€:::•:: THREE EACH ■ 4 TREE PROTECTION DETAIL �t NOTE: FENCES 7HAT REQUIRE ADJUSTMENT SCALE:NTS SHALL REMAIN AS FAR AS POSSIBLE FROM EXISTING TREES. CONTRACTOR NOTES • CONTRACTOR TO LOCATE ALL UTILITIES. • CONTRACTOR TO NOTIFY OWNER OF ANY CONFLICTS. • CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS. • ALL PROPOSED LAWN TO BE SOLID SOD. • A FULLY AUTOMATIC IRRIGATION SYSTEM IS TO BE INSTALLED PRIOR TO LANDSCAPE INSTALLATION BY A LICENSED IRRIGATOR. • ALL BED AREAS TO BE SEPARATED FROM LAWN BY PRO STEEL EDGING. • CONTRACTOR RESPONSIBLE FOR MAINTAINING A 2% SLOPE FOR A MINIMUM OF 10'-G" AWAY FROM BUILDINGS. • ALL WALKS SHALL HAVE A CROSS SLOPE NO GREATER THAN 2% AND SHALL HAVE A LONGITUDINAL SLOPE NO GREATER THAN 5% WITHOUT HANDRAILS. • NO WALKS TO EXCEED 8.33% LONGITUDINAL SLOPE. • CONTRACTOR TO SEND LANDSCAPE ARCHITECT A DIGITAL PHOTO OF REPRESENTATIVE SAMPLES OF ALL TREES AND SHRUBS FOR APPROVAL PRIOR TO INSTALLATION. 11411 North C -W EW."W p W DaUa%Taxas 75243 TWHER (214)750-1210 (214)361 -8727 -Fax KI -6019& ASSOCIATES LANDSCAPE DETAILS SCALE: PER DETAIL 'BRIEN ASSOCIATES, INC. EVI ILLS P / VIN ILLS CILC L— ARCHITECTURE • INTERIORS ■ PLANNING 5a,0HARVFSTH ROAD awTEIM 09AAS.TEXAS 1SZ10Ian)7a8,(010 FAXffn)7W'im GRAPEVINE, TEXAS GREEN STREET PROPERTIES SCALE: r = 80'-0'. CASE A: CV06-52 < ISSUE DATE: 10/27/06 APPROVED BY: DATE