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18-107 - O1/2" IRF609 610611612609BM2 MAG NAIL Z=609.64A PART OF A TRACT OFLAND DESCRIBED IN A DEEDTO PROSPER CJDR LLCCCF# 2014-29725R.P.R.D.C.T.75' PIPELINE EASEMENT PROBATE CAUSE # ED-2000-06222 15' WATER LINE EASEMENT CCF # 2012-123503 R.P.R.D.C.T. 50' TEMP. CONSTRUCTION EASEMENT PROBATE CAUSE # ED-2000-06222 75'15'50'6 0 8 T.B.M.#2 MAG NAIL SET Z=609.64 CAP/IRF "SPIARS"609A TRACT OFLAND DESCRIBED IN A DEED TOFORD LENDING DEVELOPMENT COMPANY LLC.CCF# 20150803000965480R.P.R.C.C.T.COLLIN CO U N T Y SCHOOL L A N D S U R V E Y , ABSTRACT # 1 4 7 COLLIN CO U N T Y , T E X A S 15' WATER LINE EASEMENT TOWN OF PROSPER CCF# 2012030001379470 & CCF# 2012-12350315.0'U.S. HIGHWAY 380 84' CONCRETE VARIABLE R.O.W. PER PLAT EX. LAND USE:UNDEVELOPED PROP. LAND USE: AUTOMOBILE SALES/LEASING EX. ZONING:SF / PD-65 PROP. ZONING:C / PD-65 EX. LAND USE:UNDEVELOPED EX. ZONING:SF / PD-65 EX. LAND USE:UNDEVELOPEDEX. ZONING:CC / PD-4330' LANDSCAPEEASEMENT5' LANDSCAPE SETBACK 15' LANDSCAPESETBACK1,605' TO LEGACY DR 3,390' TO CR26EX. LAND USE: AUTOMOBILE SALES/LEASINGEX. ZONING:C / PD-85REMAINDER OF TRACT 2 BLOCK D, LOT 1R PROSPER CENTER DOC # 2016-2248 P.R.D.C.T. S 87°27'46" W 53.43' N 85°57'20" E 56.37' N 85°48'19" E 55.01' N 85°48'43" E 55.00' N 85°17'07" E 55.00' S 89°57'41" W 792.71'S 00°01'59" E 439.67'S 89°58'01" W 557.59'N 01°22'27" W 440.00'POB N 88°44'07" E 9.93' S 89°34'20" W 108.83'S 88°35'49" W 206.94' S 89°02'58" W 166.57'N 00°02'28" W 297.62'5' LANDSCAPE SETBACK L. NETHER L Y S U R V E Y , ABSTRACT # 9 6 2 DENTON C O U N T Y , T E X A S DATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 PRELIMINARY CLAYMOORE ENGINEERING MAM 9/25/2018EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASEXHIBIT ASP-1 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY LINE EASEMENT LINE ACCORDING TO MAP NO. 48121C0430G, DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF DENTON COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X" (UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. FLOODPLAIN NOTE PROJECT BENCHMARK #1: MAG NAIL SET ON NORTH EDGE OF PAVEMENT OF US HIGHWAY 380. ELEVATION = 607.02' PROJECT BENCHMARK #1: MAG NAIL SET ON NORTH EDGE OF PAVEMENT OF US HIGHWAY 380. ELEVATION = 609.64' NOTE: THE THOROUGHFARE ALIGNMENT(S) SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DOES NOT SET THE ALIGNMENT. THE ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. VICINITY MAP N.T.S. U.S. HIGHWAY 380 C.R. 26LEGACY DRFISHTRAP RD SITE COUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY Ordinance No. 18-107, Page 4 EXHIBIT B STATEMENT OF INTENT AND PURPOSE A portion of the subject tract is currently zoned Planned Development-65-Commercial (PD-65-C) which requires a Specific Use Permit for automobile sales. The remaining portion of the tract is zoned Planned Development-65-Single Family Residential (PD-65-SF), which does not permit any type of commercial uses. This rezoning will combine the two tracts into one Planned Development-Commercial zoning district which will allow new automobile sales and leasing as a permitted use. There are two proposed automobile dealerships which are shown conceptually as a 50,000 square feet building and a 40,000 square feet building. The specific development standards requested as part of this submittal are further detailed in the attached Exhibit C. Ordinance No. 18-107, Page 5 EXHIBIT C PLANNED DEVELOPMENT STANDARDS The proposed development will conform to the development standards of the Commercial (C) District of the Town of Prosper’s Zoning Ordinance, as it exists or may be amended, and Subdivision Ordinance, as it exists or may be amended, except as otherwise set forth in these Development Standards. 1.Except as noted below, the Tract shall develop in accordance with the Commercial (C) District requirements of the Town of Prosper’s Zoning Ordinance, as it exists or may be amended. 2.Development Plans a.Site Plan: The tract shall be developed in general accordance with the attached concept plan, set forth in Exhibit D. b.Elevations: The tract shall be developed in general accordance with the attached elevations, set forth in Exhibits F. c.Landscape Plan: The tract shall be developed in general accordance with the attached landscape plan, set forth in Exhibit G. 3.Uses. Uses shall be permitted in accordance with the Commercial (C) District exception a as follows a.New Automobile Sales and Leasing shall be permitted on the subject property. b.The primary use of each building on the subject property shall be New Automobile Sales/Leasing. Used Automobile Sales shall only be permitted as a secondary, incidental use within each building on the subject property. 4.Regulations: a.The requirement for a Wet Pond/Retention Pond found in Subsection 6.09, C. “Wet/Retention Pond Criteria,” of Section 6, “Drainage System Design Requirements,” of the Town of Prosper Engineering Design Standards, shall not apply to this development. All other requirements of Section 6 and the Engineering Design Standards shall apply to this development. b.Outdoor intercoms, speakers, or sound amplification devices shall not be permitted. c.All garage bay doors shall have electric motors for automatic closing. d.All exterior lighting shall be reduced to a ten (10) percent level at the daily close of business. e.At such time the acquisition of additional right-of-way within the subject property is required by TxDOT for roadway improvements along US 380, the proposed landscape berms and buffer shall be reestablished and located outside of the proposed right-of-way dedication area in order to maintain the character of the landscaping provided in the attached exhibits. f.Site plans, façade elevations, and landscape plans shall be required to be approved by the Planning & Zoning Commission and Town Council. 5.Parking: Required parking shall be as follows: a.Inventory parking shall be permitted to provide three consecutive rows. Ordinance No. 18-107, Page 6 XXXXXXXXXX X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XINVENTORYXXXXXXXINVENTORYINVENTORYINVENTORYINVENTORYINVENTORY4 10 10 6 10 13INVENTORY10 DISPLAY AREA 1/2" IRF609 61061161260975' PIPELINE EASEMENT PROBATE CAUSE # ED-2000-06222 15' WATER LINE EASEMENT CCF # 2012-123503 R.P.R.D.C.T. 50' TEMP. CONSTRUCTION EASEMENT PROBATE CAUSE # ED-2000-06222 75'15'50'6 0 8 T.B.M.#2 MAG NAIL SET Z=609.64 CAP/IRF "SPIARS"60915' WATER LINE EASEMENT TOWN OF PROSPER CCF# 2012030001379470 & CCF# 2012-12350315.0'U.S. HIGHWAY 380 84' CONCRETE VARIABLE R.O.W. PER PLAT PROPOSED USE: AUTOMOTIVE DEALERSHIP BUILDING SIZE: 50,307 SQ.FT. (1 - STORY) PROPOSED USE: AUTOMOTIVE DEALERSHIP BUILDING SIZE: 40,198 SQ.FT. (1 - STORY)20'24'20'20'24'20'20'24'20'20'24'20'20'24'20' 20'20'24'20'20'24'20' DRY DETENTION POND RIGHT TURN LANE EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT FIRE LANE AND ACCESS EASMENT FIRE LANE AND ACCESS EASMENT FIRE LANE AND ACCESS EASMENT FIRE LANEAND ACCESS EASMENTFIRE LANEAND ACCESS EASMENT1'-6" PIPE RAIL FENCE 6' PIPE RAIL FENCE FH FH FHFH FH FH FH FH FH FH 8' MASONRY SCREEN WALL 6' PIPE RAIL FENCE 6' PIPE RAIL FENCE REMAINDER OF TRACT 2 BLOCK D, LOT 1R PROSPER CENTER DOC # 2016-2248 P.R.D.C.T.15.5'9'9'9' 9' 9' 9'9'9'285.3'27" HIGH BERM27" HIGH BERM 30'20'59.9'54.1'30'24' 30'9'24'20'20'24'20'20'24' 9.5' 19.5' 9.5' 9'9'9'9'20'24'20'30'30'20'20'24'20'36.1'24'47.8'20'38.9'24'47.8'24'20'20'30'20'10'24' 20'24'13.5' 24' 24'24'15' LANDSCAPESETBACK5' LANDSCAPE SETBACK 30'LANDSCAPEEASEMENT5' LANDSCAPE SETBACK 9' FH 11'11'11'11'11'9'11' 11' 11'11'11'11'FIRE LANE BFR 5' BFR BFR 13'36.5'20'R= 3 0 .0'R=30.0 'R = 3 0.0'R=30.0'R =30.0'R=30.0'R=30.0'R=30.0' R =3 0.0'R=30.0'R= 3 0.0'R =30.0'R=30.0'R=30.0'6'6'SIDEWALKSIDEWALK BFR 9' 9' R=10.0'R=3.0' R=10.0' R=3.0' R=10.0'R=3.0' R =2 0.0'R=3.0' R=3.0' R=10.0' R=3.0' R=3.0'R=10.0' R=3.0' R=10.0'R=3.0' R=3.0' R=3.0' R=10.0' 11' 24'20'3.8'27.3'20'30'20'28.8' 20'30'20'8.6'6.5'9'9' ENCLOSED TRASH ENCLOSURE BFR BFR BFRBFR SIDEWALK TO CONNECT TO EX. RAMP 36.2'36.2'20'6.3'R =20. 0 'R= 20.0' DELIVERY AREA DELIVERY AREA INVENTORYINVENTORYINVENTORYINVENTORYINVENTORYINVENTORYINVENTORYINVENTORYINVENTORYINVENTORY INVENTORYINVENTORY INVENTORY INVENTORY INVENTORY INVENTORYINVENTORY INVENTORY INVENTORY INVENTORY INVENTORYINVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORYINVENTORYINVENTORY INVENTORYINVENTORYINVENTORYINVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORYINVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORYINVENTORY INVENTORY INVENTORY INVENTORY INVENTORY INVENTORYINVENTORY INVENTORY INVENTORY INVENTORY INVENTORY EMPLOYEE EMPLOYEE EMPLOYEEINVENTORYINVENTORYEMPLOYEE EMPLOYEE EMPLOYEE EMPLOYEE INVENTORYINVENTORYINVENTORYINVENTORYCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMERCUSTOMEREMPLOYEE11'1'-6" PIPE RAIL FENCE BFR BFR BFR BFR TURN LANE UNDER SEPARATE PLAN DATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 PRELIMINARY CLAYMOORE ENGINEERING MAM 9/25/2018EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASEXHIBIT DSP-1 0 GRAPHIC SCALE 1 inch = ft. 50 0 100 50 25 PROJECT BENCHMARK #1: MAG NAIL SET ON NORTH EDGE OF PAVEMENT OF US HIGHWAY 380. ELEVATION = 607.02' PROJECT BENCHMARK #2: MAG NAIL SET ON NORTH EDGE OF PAVEMENT OF US HIGHWAY 380. ELEVATION = 609.64' COUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS ACCORDING TO MAP NO. 48121C0430G, DATED APRIL 18, 2011 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF DENTON COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X" (UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. FLOODPLAIN NOTE VICINITY MAP N.T.S. U.S. HIGHWAY 380 C.R. 26LEGACY DRFISHTRAP RD SITE NOTE: 1. PARKING OF DISPLAY AND INVENTORY VEHICLES ON LANDSCAPE EASEMENTS AND PARKING ISLANDS IS PROHIBITED. TOWN OF PROSPER SITE PLAN GENERAL NOTES: 1. DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 3. OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE. 4. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN. 5. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE. 6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE DEPARTMENT. 7. FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE DEPARTMENT. 8. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL TIMES. 9. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE. 10. HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. 11. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 12. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND ARE SUBJECT TO BUILDING OFFICIAL APPROVAL. 13. ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN. 14.SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG RESIDENTIAL STREETS, AND BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN STANDARDS. 15. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE APPROVED BY THE ENGINEERING DEPARTMENT. 16. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING RELEASE. 17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED UNDERGROUND. 18. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 19. ALL LANDSCAPE EASEMENTS MUST BE EXCLUSIVE OF ANY OTHER TYPE OF EASEMENT. 20. IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 21. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 22. THE APPROVAL OF A SITE PLAN SHALL BE EFFECTIVE FOR A PERIOD OF EIGHTEEN (18) MONTHS FROM THE DATE OF APPROVAL BY THE PLANNING & ZONING COMMISSION, AT THE END OF WHICH TIME THE APPLICANT MUST HAVE SUBMITTED AND RECEIVED APPROVAL OF ENGINEERING PLANS AND BUILDING PERMITS. IF THE ENGINEERING PLANS AND BUILDING PERMITS ARE NOT APPROVED, THE SITE PLAN APPROVAL, TOGETHER WITH ANY PRELIMINARY SITE PLAN FOR THE PROPERTY, IS NULL AND VOID. PARKING SUMMARY TABLE REQUIRED AUTOMOTIVE SALES/LEASING (1 SPACE PER 500 SF) 90,505 SF 182 (6 ADA) PROVIDED EMPLOYEE / CUSTOMER PARKING PROVIDED 185 (10 ADA) INVENTORY PARKING PARKING PROVIDED 777 TOTAL PARKING PROVIDED 962 LEGEND PROPERTY LINE EASEMENT/SETBACK (AS NOTED) FIRE LANE DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY Ordinance No. 18-107, Page 7 EXHIBIT E DEVELOPMENT SCHEDULE Below is an anticipated project schedule for the proposed Graff El Dorado Motors development. This schedule is conceptual and subject to change based on permitting/entitlements. The proposed developer is working on obtaining the required manufacturer approvals for the subject tract. Once obtained, then the permitting approvals will start with the Town. • Zoning Submittal to Town – June 2018 • Zoning Approval from Town – November 2018 • Final Site Plan Submittal to Town – TBD • Final Site Plan Approval from Town – TBD • Submit Building Permit – TBD • Final Engineering Approval from Town – TBD • TXDOT Permit – TBD • Building Permit Issuance – TBD • Start Construction – TBD • Construction Complete – TBD Ordinance No. 18-107, Page 8 23' - 4"25' - 4"ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" 292' - 0 7/8" 3 OVERHEAD DOORS MANUFACTURED STONE, AUSTIN CREAM MANUFACTURED STONE, AUSTIN CREAM ALUMINUM COMPOSITE PANEL CAST STONE WATER TABLE, ONYX GREY MANUFACTURED STONE, LUEDERS BLUE 25' - 4"16' - 0"ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" ROOF ELEVATION: 15' - 0" OVERHEAD DOORSCOILING DOOR COILING DOOR 75' - 3 1/4"36' - 10 1/8"68' - 9 3/8" MANUFACTURED STONE, AUSTIN CREAM MANUFACTURED STONE, AUSTIN CREAMALUMINUM COMPOSITE PANEL CAST STONE WATER TABLE, ONYX GREY MANUFACTURED STONE, LUEDERS BLUE 16' - 0"ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" ROOF ELEVATION: 15' - 0" OVERHEAD DOORCOILING DOOR 20' - 0"68' - 9 3/8"112' - 1 3/8" MANUFACTURED STONE, AUSTIN CREAM MANUFACTURED STONE, AUSTIN CREAM ALUMINUM COMPOSITE PANEL CAST STONE WATER TABLE, ONYX GREYMANUFACTURED STONE, LUEDERS BLUE ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" ROOF ELEVATION: 15' - 0"16' - 0" 7' - 4" 134' - 2 1/8"100' - 0"72' - 6" MANUFACTURED STONE, AUSTIN CREAM MANUFACTURED STONE, AUSTIN CREAM ALUMINUM COMPOSITE PANEL CAST STONE WATER TABLE, ONYX GREY MANUFACTURED STONE, LUEDERS BLUE ALUMINUM COMPOSITE PANEL, BLACK MANUFACTURED STONE, LUEDERS BLUE MODULAR BRICK, WHITE CAST STONE WATER TABLE, ONYX GREY MANUFACTURED STONE, AUSTIN CREAM 1. This Conceptual Elevation is for conceptual purposes only. All building plans require review and approval from the Building Inspection Division” 2. All mechanical equipment shall be screened from public view in accordance with the Zoning Ordinance" 3. When permitted, exposed utility boxes and conduits shall be painted to match the building” 4. All signage areas and locations are subject to approval by the Building Inspection Department" 5. Windows shall have a maximum exterior visible reflectivity of ten (10) percent.” ELEVATION NOTES FACADE CALCULATIONS Director VLK Architects, Inc. 2821 W 7th Street , Suite 300 SHEET NO. COPYRIGHT © 2018 VLK ARCHITECTS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PRINCIPAL IN CHARGE JAMES A. STEPHENSON TEXAS LICENSE #9475 SHEET TITLE PROJECT NO. REVISIONS ARCHITECT Revision No. Drawn By Designer Quality Control Proj. Arch. Fort Worth, TX 76107 Main Phone: 817.633.1600 www.vlkarchitects.com Claymoore Engineering, Inc. 1903 Central Drive , Suite #406 CIVIL ENGINEER Bedford , TX 76201 Main Phone: 817.281.0572 www.claymooreeng.com CONCEPTUAL ELEVATION STUDIESJAS JAS VLK LMB ELEVATIONS 9/13/2018 1856.00 A3.01 PROSPER, TEXASQC PRELIMINARY DESIGN SCALE:3/32" = 1'-0"1 SOUTH ELEVATION 50,000 SF BUILDING SCALE:3/32" = 1'-0"2 EAST ELEVATION 50,000 SF BUILDING SCALE:3/32" = 1'-0"4 WEST ELEVATION 50,000 SF BUILDING SCALE:3/32" = 1'-0"3 NORTH ELEVATION 50,000 SF BUILDING NORTH (SF) NORTH (%) SOUTH (SF) SOUTH (%) EAST (SF) EAST (%) WEST (SF) WEST (%) 5555.81 59.94% 296.92 4.48% 1489.46 24.84% 1489.46 25.78% 99.88 1.08% 647.48 9.77% 194.17 3.24% 191.55 3.32% 9268.28 100% 6624.40 100% 5995.65 100% 5777.34 100% FACADE BRICK METAL TOTALSTONE 3612.59 38.97% 5680.03 85.74% 4312.02 71.91% 4096.33 70.90% EXHIBIT F Ordinance No. 18-107, Page 9 ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" 3 OVERHEAD DOORS 186' - 1 5/8"46' - 11"14' - 7 1/4" MANUFACTURED STONE, AUSTIN CREAM MANUFACTURED STONE, AUSTIN CREAM ALUMINUM COMPOSITE PANEL CAST STONE WATER TABLE, ONYX GREY MANUFACTURED STONE, LUEDERS BLUE 16' - 0"ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" ROOF ELEVATION: 15' - 0" OVERHEAD DOOR COILING DOOR 74' - 8"36' - 10 1/2" MANUFACTURED STONE, AUSTIN CREAM MANUFACTURED STONE, AUSTIN CREAM ALUMINUM COMPOSITE PANEL CAST STONE WATER TABLE, ONYX GREYMANUFACTURED STONE, LUEDERS BLUE ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" ROOF ELEVATION: 15' - 0" 75' - 1 7/8"100' - 0"72' - 6" MANUFACTURED STONE, AUSTIN CREAM MANUFACTURED STONE, AUSTIN CREAM CAST STONE WATER TABLE, ONYX GREY MANUFACTURED STONE, LUEDERS BLUE 23' - 4"ROOF ELEVATION: 19' - 0" ROOF ELEVATION: 27' - 0" ROOF ELEVATION: 15' - 0" COILING DOORCOILING DOOR OVERHEAD DOOR 20' - 0"69' - 4 3/8"36' - 3 1/8"75' - 3 1/4"16' - 6 5/8" MANUFACTURED STONE, AUSTIN CREAMMANUFACTURED STONE, AUSTIN CREAM ALUMINUM COMPOSITE PANEL CAST STONE WATER TABLE, ONYX GREYMANUFACTURED STONE, LUEDERS BLUE ALUMINUM COMPOSITE PANEL, BLACK MANUFACTURED STONE, LUEDERS BLUE MODULAR BRICK, WHITE CAST STONE WATER TABLE, ONYX GREY MANUFACTURED STONE, AUSTIN CREAM 1. This Conceptual Elevation is for conceptual purposes only. All building plans require review and approval from the Building Inspection Division” 2. All mechanical equipment shall be screened from public view in accordance with the Zoning Ordinance" 3. When permitted, exposed utility boxes and conduits shall be painted to match the building” 4. All signage areas and locations are subject to approval by the Building Inspection Department" 5. Windows shall have a maximum exterior visible reflectivity of ten (10) percent.” ELEVATION NOTES FACADE CALCULATIONS Director VLK Architects, Inc. 2821 W 7th Street , Suite 300 SHEET NO. COPYRIGHT © 2018 VLK ARCHITECTS NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION. PRINCIPAL IN CHARGE JAMES A. STEPHENSON TEXAS LICENSE #9475 SHEET TITLE PROJECT NO. REVISIONS ARCHITECT Revision No. Drawn By Designer Quality Control Proj. Arch. Fort Worth, TX 76107 Main Phone: 817.633.1600 www.vlkarchitects.com Claymoore Engineering, Inc. 1903 Central Drive , Suite #406 CIVIL ENGINEER Bedford , TX 76201 Main Phone: 817.281.0572 www.claymooreeng.com CONCEPTUAL ELEVATION STUDIESJAS JAS VLK LMB ELEVATIONS 9/13/2018 1856.00 A3.02 PROSPER, TEXASQC PRELIMINARY DESIGN SCALE:3/32" = 1'-0"1 SOUTH ELEVATION 40,000 SF BUILDING SCALE:3/32" = 1'-0"2 EAST ELEVATION 40,000 SF BUILDING SCALE:3/32" = 1'-0"3 NORTH ELEVATION 40,000 SF BUILDING SCALE:3/32" = 1'-0"4 WEST ELEVATION 40,000 SF BUILDING NORTH (SF) NORTH (%) SOUTH (SF) SOUTH (%) EAST (SF) EAST (%) WEST (SF) WEST (%) 4507.57 61.42% 296.92 5.73% 1478.52 24.93% 1478.52 25.10% 0 0% 440.78 8.51% 102.88 1.73% 104.59 1.78% 7338.49 100% 5177.87 100% 5931.80 100% 5890.51 100% FACADE BRICK METAL TOTALSTONE 2830.92 38.57% 4440.17 85.75% 4350.40 73.34% 4307.40 73.12% EXHIBIT F Ordinance No. 18-107, Page 10 CR CR CR CR CR CR CR CR CR TY TY TY TY TY TY TY TY CR CR CR CR CR CR CR CR CR TY TY TY TY TY TY TY TY TY TY TY TY TY TY TY CO CO CO CO CO CO SO SO SO SO SO SO SO SO SO SO SO SO CE CE CE CE CE CE CE CE CE CE SO SO SO SO SO SO SO SO DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB ACACACACACACACACACACACACACACACACAC LO LO LE LE LE LE LE LE CE CE CE CE LE CE CE CE CE CE CE DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB CE CE LE LE LE LE AC ACACACACACACACACACACACACACACAC AC Hydromulch Sahara Bermuda Hydromulch Sahara Bermuda 5/8" CIRF "KHA" POINT A PART OF A TRACT OF LAND DESCRIBED IN A DEED TO FORD LEASING DEVELOPMENT COMPANY, LLC CCF# 20150803000965480 R.P.R.D.C.T.XXXXXXXXXXXXXXXXXXXXXDATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY DATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY L-2LANDSCAPE PLANH.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YMATCHLINE - REFER TO SHEET L-1 FOR CONTINUATION OF PLANMATCHLINE - REFER TO SHEET L-4 FOR CONTINUATION OF PLAN CR Crapemyrtle TREE LEGEND Canopy Trees Ornamental Trees LO Live Oak SO Shumard Oak CE Cedar Elm CR Pink Crapemyrtle SHRUB LEGEND Install 4" Benda Board edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4.Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand. 5.Shredded hardwood mulch must be contain long strands along with double shred finer material obtained from a local source. 6.Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7.Hydromulch or solid sod all areas disturbed by construction TY Tree Yaupon HATCH LEGEND activities as shown on plan. CO Chinquapin Oak Dwarf Burford Holly Dwarf Abelia Compact Nandina Barberry Red Yucca Dwarf Indian Hawthorne DB DA CN BA RY DIH Chinese Fringe ShrubLP Texas SageTX Giant LiriopeGL Dwarf YauponDY LE Lacebark Elm AC Arizona Cypress LA Lacey Oak p WM Wax Myrtle VICINITY MAP N.T.S. U.S. HIGHWAY 380 C.R. 26LEGACY DRFISHTRAP RD SITE 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 TA Texas Ash Solid Sod Bermuda Grass Decomposed granite EXHIBIT G Ordinance No. 18-107, Page 12 LE LE LE LE LE LE LE LE TATATATATA TA TA TA TA TA TA TA CR CR CR CR CR CR CR CR WM LA LA LA LA LA LA LA LA SO SO SO SO LA CO CO CO COCO CO CO CE DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA TX DA DA DA DADADADADADADADADADADADADADADADADADADADADADADADA DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL BA BA BA BA BA BA BA BA BA BA BA BA BA BA BA BA BA BA BA BA DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY DY TXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTX CN CN CN CN CN CN CN CN DIH DIHDIHDIHDIHDIHDIHDIHDIHDIHDIHDIHDIHDIHDIH DB DB DB DB DB DB DB DB DB DB P P P P P P P P TA TALE DA DA DA BA BA BA DA DA DA BA BA BA DY DY DY TXTXTX DY DY DY TXTXTX DY DY TXTXTXDADA BA BA DA BA BM2 MAG NAIL Z=609.64 T.B.M.#2 MAG NAIL SET Z=609.64 BM2 MAG NAIL Z=609.64 XXXXXXXXXXXXXXXXXX X X XXXXXDATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY DATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY L-3LANDSCAPE PLANH.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YMATCHLINE - REFER TO SHEET L-4 FOR CONTINUATION OF PLANMATCHLINE - REFER TO SHEET L-1 FOR CONTINUATION OF PLAN CR Crapemyrtle TREE LEGEND Canopy Trees Ornamental Trees LO Live Oak SO Shumard Oak CE Cedar Elm CR Pink Crapemyrtle SHRUB LEGEND Install 4" Benda Board edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4.Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand. 5.Shredded hardwood mulch must be contain long strands along with double shred finer material obtained from a local source. 6.Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7.Hydromulch or solid sod all areas disturbed by construction TY Tree Yaupon HATCH LEGEND activities as shown on plan. CO Chinquapin Oak Dwarf Burford Holly Dwarf Abelia Compact Nandina Barberry Red Yucca Dwarf Indian Hawthorne DB DA CN BA RY DIH Chinese Fringe ShrubLP Texas SageTX Giant LiriopeGL Dwarf YauponDY LE Lacebark Elm AC Arizona Cypress LA Lacey Oak p WM Wax Myrtle VICINITY MAP N.T.S. U.S. HIGHWAY 380 C.R. 26LEGACY DRFISHTRAP RD SITE 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 TA Texas Ash Solid Sod Bermuda Grass Decomposed granite EXHIBIT G Ordinance No. 18-107, Page 13 CR CR CR CR TY TY TY CR CR DB DB DB DB DB DB DB DB DB DB LE LE LE LE LE LE LE LE LE TA TA TA TA TA TA TA TA LA LA LA LA LA LA LA CO COCOCO DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY RY LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP GL GL GL GL GL GL GL GL BA BA BA BA BA BA BA BA BAGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGLGL BA BA BA BA BA BA BA BA BA BA BA BA BA BA BA CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN CN DA DA DA DA DA DA DA DADADADADADADA CN CN CN CN CN CN CN CN DA CE CE CO CO LP LP LP LP CN CN CN CN DIH DIH DIH GL GL GLCN LP DIHRYRY CN CN RY RY CN CN LE X X X X X X X X X X X X X X X XXXDATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY DATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY L-4LANDSCAPE PLANH.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YCR Crapemyrtle TREE LEGEND Canopy Trees Ornamental Trees LO Live Oak SO Shumard Oak CE Cedar Elm CR Pink Crapemyrtle SHRUB LEGEND Install 4" Benda Board edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4.Shrub beds to have 12 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand. 5.Shredded hardwood mulch must be contain long strands along with double shred finer material obtained from a local source. 6.Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7.Hydromulch or solid sod all areas disturbed by construction TY Tree Yaupon HATCH LEGEND activities as shown on plan. CO Chinquapin Oak MATCHLINE - REFER TO SHEET L-3 FOR CONTINUATION OF PLANMATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN Dwarf Burford Holly Dwarf Abelia Compact Nandina Barberry Red Yucca Dwarf Indian Hawthorne DB DA CN BA RY DIH Chinese Fringe ShrubLP Texas SageTX Giant LiriopeGL Dwarf YauponDY LE Lacebark Elm AC Arizona Cypress LA Lacey Oak p WM Wax Myrtle VICINITY MAP N.T.S. U.S. HIGHWAY 380 C.R. 26LEGACY DRFISHTRAP RD SITE 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 TA Texas Ash Solid Sod Bermuda Grass Decomposed granite EXHIBIT G Ordinance No. 18-107, Page 14 DATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY Landscape Plan is conceptual in nature. Must meet all required Zoning requirements Landscape Calculations Town of Prosper, Texas 35 trees Interior Landscape Area Provided 1 tree per 15 spaces Required 963 spaces 1 tree per 30 LF 1039.93 LF 36 trees 65 trees ProvidedRequired 126 trees Street Landscape Area US Hwy 380 At least 1 tree within 150' of each parking space. 15 shrubs per 30 LF 520 shrubs 556 shrubs 15 sf area for each parking space 14,445 SF 27,725 SF Tree Yaupon Cedar Elm Ilex vomitoria Ulmus crassifolia 30 gal. 8' ht. 3" cal. multi-trunk female 30 gal. 8' ht. 3 trunk 3" cal. min.Lagerstroemia indica 'Basham Pink' Pink Crapemyrtle 5 gal. 36" ocIlex chinensis burfordi 'Nana'Dwarf Burford Holly 5 gal. 36" ocAbelia x grandiflora 'Ed. Goucher' Dwarf Abelia 5 gal. 36" ocNandina domestica 'Compacta'Compact Nandina 5 gal. 36" ocBerberis thunbergii 'Atropurpurea' Barberry 5 gal. 36" ocHesperaloe parvifloraRed Yucca Chinquapin Oak Quercus muhlenbergii Shumard Oak Quercus shumardii 5 gal. 36" ocRaphiolepis indica 'Clara' Dwarf Indian Hawthorne TY CE CR DB DA CN BA RY CO SO DIH 10 gal. 36" htLoropetalum 'Ruby'Chinese Fringe ShrubLP ORNAMENTAL TREES SHRUBS & GROUNDCOVERS PLANT LIST CANOPY TREES Perimeter Landscape ProvidedRequired 1 tree and 1 shrub per 15 LF 49 orn. trees 49 shrubs West property line 49 orn. trees East property line 50 shrubs 50 trees 50 shrubs 727.44 LF 737.48 LF 50 trees 54 shrubs 30 gal. 8' ht. 3" cal. min.Myrica ceriferaWax MyrtleWM Live Oak Quercus virginianaLO 3" cal. B&B 11' ht. 5' spread 3" cal. B&B 11' ht. 5' spread 3" cal. B&B 11' ht. 5' spread 3" cal. B&B 11' ht. 5' spread 72 orn. trees 72 shrubs North property line 25 canopy trees 72 shrubs 1067.33LF 30 gal. 8' ht. 3 trunk 3" cal. min.Lagerstroemia indica 'Dynamite' Red CrapemyrtleCR 5 gal. 36" ocLeucophyllum frutescens 'silverado'Texas SageTX Lacey Oak Quercus shumardiiLA Arizona Cypress Quercus virginianaAC 3" cal. B&B 11' ht. 5' spread 3" cal. B&B 11' ht. 5' spread Lacebark Elm Ulmus parvifolia LE 3" cal. B&B 11' ht. 5' spread P 5 gal. 36" ocLIriope giganteaGiant LiriopeGL 5 gal. 36" ocIlex vomitoria 'Nana'Dwarf YauponDY DATENo.REVISIONBYDATE: SHEET File No. CHECKED: ASD/HCV DRAWN:ASD/HCV DESIGN:1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.05729/26/2018 MAM TEXAS REGISTRATION #14199 EL DORADO MOTORSUS HIGHWAY 380PROSPER, TEXASCOUNTY SURVEY:ABSTRACT NO. L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY 962, 147 CITY:STATE: TOWN OF PROSPER BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING 210 S. ELM STREET, SUITE: 104 DENTON, TEXAS 76201 PH: 940.222.3009 STAN GRAFF 8901 GOVERNOR'S ROW DALLAS, TX 75254 CASE #: Z18-0011 EL DORADO MOTORS CONTACT NAME: STAN GRAFF CONTACT NAME: MATT MOORE CONTACT NAME: KIRK ROSS DENTON & COLLIN BEING A 17.79 AC TRACT OF LAND SITUATED IN THE L. NETHERLY SURVEY, ABSTRACT NUMBER 962, TOWN OF PROSPER, DENTON COUNTY TEXAS, AND BEING A PORTION OF TRACT 2, LOT 1R, BLOCK D, PROSPER CENTER, AS SHOWN BY THE REVISED CONVEYANCE PLAT THEREOF RECORDED IN DOCUMENT NO. 2016-2248 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. PORTION OF SITE ALSO LOCATED WITHIN COLLIN COUNTY, L. NETHERLY COLLIN COUNTY SCHOOL LAND SURVEY L-5LANDSCAPE DETAILSH.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YWATER BASIN SHRUB PLANTING SEE PLAN TRIANGULAR SPACING SCALE: NONE EQUAL MULTI-TRUNK PLANTING PREPARE SOIL MIX AND FERTILIZER PER SPECS. TOP OF BALL OR ROOT CROWN 1" ABOVE FIN. STEEL EDGING SEE PLAN GRADE PLACING PREPARED MIX SCARIFY BOTTOM OF PLANTING BED BEFORE EQUALPREPARED SOIL MIX AND FERTILIZER (SEE SPECS) 12" 4" MULCH LAYER SCALE: NONE4"NATIVE SOIL 4" MULCH LAYER 4" MULCH LAYER 12" DEPTH OF PLANTING MIX TRIANGULAR SPACING EQUALEQUAL SCALE: NONE GROUNDCOVER PLANTING234 8" DETAIL FOR ARBOR-GUY REFER TO ANCHORING STEEL EDGING SEE PLAN CANOPY TREE PLANTING SCALE: NONE1 TREE STAKE SOLUTIONS LLC 9973 FM 521 ROAD ROSHARON, TX 77583 PHONE: (281) 778-1400 FAX: (281) 778-1425 www.treestakesolutions.comŒSolutions UNDISTURBED SOIL NAIL STAKE ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE UNDISTURBED SOIL ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE TREE TREE NAIL STAKE PLANTING HOLE TREE U-BRACKET ROOT ANCHOR TREE TRUNK ROOTBALL 1. WITH TREE IN A STRAIGHT & PLUMB POSITION, CENTER THE APPROPRIATE ROOT ANCHOR SAFETY STAKE AROUND THE TRUNK, WITH RINGS LAYING FLAT AGAINST ROOTBALL, U-BRACKETS FACING UP. 2. INSERT 1 OF 3 NAIL STAKES THROUGH EACH OF THE U-BRACKETS. NAILS SHOULD REST IN THE UNDISTURBED SOIL AT THE BOTTOM OF THE TREE PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE OF THE ROOTBALL. (FOR HAND OR MACHINE DUG TREES, IT MAY BE NECESSARY TO PENETRATE 1" - 4" OF OUTER AREA OF THE ROOTBALL WITH THE NAIL.) 3. NAIL STAKES SHOULD BE DRIVEN STRAIGHT DOWN INTO THE UNDISTURBED SOIL BELOW THE ROOTBALL. THE NAILS ARE NOW CAGING THE ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS THE ROOTBALL DOWN. AFTER THE TREE STAKE IS INSTALLED, A LAYER OF MULCH CAN BE ADDED OVER THE STAKE. REMOVE ROOT ANCHOR AFTER TREE IS ESTABLISHED. ITEM # 5 BG 15 BG 30 BG 45/65 BG DESCRIPTION 5 GALLON OR 10" ROOTBALL 10/15 GALLON OR 17" ROOTBALL 20/30 GALLON OR 22" ROOTBALL 45/65 GALLON OR 27-30" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #4 X 24" #4 X 36" #4 X 36" #4 X 48" ITEM # 100 BG 150 BG 200 BG 300 BG DESCRIPTION 95/100 GALLON OR 36" ROOTBALL 150 GALLON OR 42" ROOTBALL 200 GALLON OR 48" ROOTBALL 300 GALLON OR 58" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #5 X 48" #5 X 60" #5 X 72" #5 X 72" ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART 26 42 21 176 96 84 53 35 25 24 69 33 27 19 45 53 16 49 39 54 79 Town of Prosper Notes Texas Ash Fraxinus texensisTA 3" cal. B&B 11' ht. 5' spread22 EXHIBIT G Ordinance No. 18-107, Page 15