Floor Area Ratio. Note: Handicap parking is provided in accordance with ADA standards. SITE DATA FIRE LANE STRIPING FIRE HYDRANT PARKING COUNT
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1 FULL PTH: K:\Jobs\vic700_forney\Drawings\0_ENGR\0. - ForneyK:\Jobs\vic700_forney\Drawings\0_ENGR\0. - Forney\SP.0 SITE PLN FILENME: SP.0 SITE PLN.dwg PLOTTED Y: Shawn aldo PLOTTED ITH: _DG To PDF.pc U.S. 80 MRKETPLCE LVD VICINITY MP N.T.S. FM 548 SITE LOCTION Know what's SITE CONRUCTION NOTES CONRUCT 6" INTEGRL CUR EXIING 6" CUR CONRUCT 6" INTEGRL CUR ITH DJCENT SIDELK R M No. N "X" CUT IN OX ON TOP OF ORM DRIN INLET NER THE NORTH CORNER OF THE SUJECT PROPERTY, PPROXIMTELY 7' E ND 4' SOUTH OF SID CORNER. ELEVTION =.69' M No. 2 FIRE LNE RIPING " = 0' 0 GRPHIC SCLE ELEVTION = 469.7' PRKING COUNT Restaurant/Retail LOCK, LOT PD -5 DRN Y: DESIGNED Y: JO NUMER: /06/207 JES VIC700 DEVELOPER/ONER 482 Merlot venue, Suite 20 Grapevine, Texas 7605 Phone: FH C Copyright 207, Kirkman Engineering SP.0 SHEET: SITE PLN FORNEY, TEXS VICTORY SHOPS T FORNEY Kirkman Engineering, LLC Texas Firm No: 5874 DTE: November 4, 207 P.E.# JONTHN E. SCHINDLER P R E L I M I N R Y F O R R E V I E O N L Y THESE DOCUMENTS RE FOR DESIGN REVIE ONLY ND NOT INTENDED FOR THE PURPOSES OF CONRUCTION, IDDING OR PERMIT. THEY ERE PREPRED Y, OR UNDER THE SUPERVISION OF: REV: ISSUE DTE: CHECKED Y: 60 FEET N "X" CUT IN OX ON THE CK OF CUR ITHIN MRKETPLCE OULEVRD PPROXIMTELY 270' E ND 25' SOUTH OF THE SOUTH PROPERTY CORNER. 0 PROPOSED FCE ND CK OF CUR LEGEND PROPOSED PVEMENT CONRUCT SIDELK PINT PRKING LLS PINT CCESSILE CROSSLK EXIING PVEMENT INLL OP SIGN CCESSILE PRKING PINT FIRE LNE RIPE FIRE HYDRNT CONRUCT CCESSILE RMP DUMPER ENCLOSURE.89 c. (82,56 S.F.) CCESSILE ROUTE SITE DT Ex. Zoning,500 Sq. Ft. Total Lot rea uilding rea 0.4: Story, 0' Proposed Use uilding Height.9% Sq. Ft. =46 Spaces,500 Sq. 250 Lot Coverage 2 Racks 2 Racks 82 Spaces (Incl. 4 HC) Parking Required Floor rea Ratio icycle Parking Required icycle Parking Provided 50,640 Sq. Ft. Parking Provided Total Impervious Surface Note: Handicap parking is provided in accordance with D standards. Note: No floodplain exists on the site. Note: There are no existing trees on site. SITE PLN City Project No. _ VICTORY SHOPS T FORNEY FORNEY MRKETPLCE DDITION LOT M, LOCK LNDSCPE RCHITECT Preparation Date: /4/ CRES (82,56 SQ. FT.) OUT OF THE JOHN GREGG SURVEY, RCT NO. 7 CITY OF FORNEY, KUFMN COUNTY, TEXS ONER/PPCNT London Landscapes PO ox 28 Collinsville, TX 762 Telephone (972) Contact: my London SURVEYOR indrose 220 Elm Street, Suite 200 Lewisville, Texas Telephone (972) TFRN No: Contact: Doug rthur Victory Real Estate Group 800 LJ Freeway Suite 400 Dallas, Texas 7525 Telephone (972) Contact: Kris Ramji ENGINEER Kirkman Engineering 482 Merlot ve., Suite 20 Grapevine, Texas 7605 Telephone (87) TPE No Contact: Jonathan Schindler, P.E.
2 TOP OF PRPET TOP OF COLUMN CP ELEV - 6'-0" TOP OF METL CNOPY ELEV - '-2" OTTOM OF GHT FIXTURE ELEV - 7'-0" 45'-6" 24'-8 2 " 2'-0 2 " 49'-" 20'-4 2 " 27'-8 2 " C C C TOP OF HIGH PRPET ELEV - 26'-6" TOP OF PRPET TOP OF HIGH PRPET ELEV - 28'-0" OTTOM OF DECK ELEV - 8'-8" TOP OF FIC CNOPY ELEV - '-2" TOP OF OREFRONT ELEV - 0'-0" OTTOM OF GHT FIXTURE ELEV - 7'-0" TOP OF SL ELEV - 0'-0" F F C C TOP OF HIGH PRPET ELEV - 26'-6" TOP OF HIGH PRPET ELEV - 26'-6" TOP OF PRPET DON SPOUT FROM SCUPPER ND COLLECTOR, DIRECT DS CONNECT TO ORM DRINGE (REF: CIVIL DRINGS) - PINT TO MTCH DJCENT SURFCE TOP OF METL CNOPY SCUPPER ND COLLECTOR - PINT TO MTCH DJCENT RS ELEV - '-2" SURFCE OTTOM OF GHT FIXTURE OS OVER FLO SCUPPER ELEV - 7'-0" TOP OF PRPET OS RS P OS RS OS RS P TOP OF COLUMN CP ELEV - 6'-0" 4. DS '-2" 27'-5" 82'-6" 82'-6" 2 " 5'-2" 6'-0" 5'-2" 56'-" 2'- 2 " 28'-2 5'-2" 6'-0" 5'-2" 2'- 2 " 56'-" 2 " 5'-2" 6'-0" 5'-2" 28'-2 5'-2" 6'-0" 5'-2" 2 " 4'-7" 45'-6" 2 " 5'-2" 8'-7" 5'-2" 20'-" 5'-2" 7'-" 5'-2" 20'-" 5'-2" 8'-7" 5'-2" 25'-0" 2'-5 2 " 2'-5 2 " 2'-5 '- '- 2'-5 7'-0" TYPE-SIX DESIGN ND DEVELOPMENT SERVICES 00 E. M. #50 RNGTON, TX 7600 PROJECT MNGER hayes.hinkle@type-six.com VICTORY T FORNEY UILDING LOT M VICTORY GROUP RCHITECT HYES HINKLE REGIERED D. S OF E S TT GENERL NOTES SEE SHEET.0 FOR DOORS & INDOS SCHEDULES. LNDLORD TO PROVIDE EXTERIOR D SIGNGE ND INLL SIGNS T LOCTIONS ND POSITIONS S INDICTED ON THE EXTERIOR ELEVTION OR S REQUIRED Y LOCL CODES. INLLTION OF ROOFING SHLL E IN CCORDNCE ITH MNUFCTURER'S SPECIFICTIONS ND PER THE DETILS ON THE ROOF PLN. SOUTH ELEVTION /8" = KEYED NOTES P PRPET FSCI: S RGOS (REF: ELEVTIONS) LNDLORD PROVIDED EXTERIOR LL SCONCES, REFERENCE MET SHEETS C METL CNOPY Y CNOPY MNUFCTURER PINT: S7067 CITY SCPE F FIC CNOPY Y CNOPY MNUFCTURER 2 E ELEVTION E ELEVTION /8" = /8" = ME VENEER: ICK - EXTERIOR MODULR ICK - ENDICOTT MNGNESE IRONSPOT SMOOTH, GROUT - CHRCOL VENEER: ONE - NTURL TEXS MEONE SMOOTH MECHNICL EQUIPMENT ZONE. EQUIPMENT INCLUDING CONDUITS, PIPING, ETC. MY NO EXTEND OVE DESIGNED NE PRPET CP ITH LED PINT: S7064 RGOS 4 NORTH ELEVTION /8" = ELEVTION Front (South) Rear (North) East Side est Side RES MTERILS Total Glazing/Doors Net P/,809 SF,4 SF 2,666 SF,88 SF,6 SF 5 SF 52 % 44 % 4 %,476 SF 44 SF,2 SF 0 SF,287 SF 45 SF 0 % 98.6 %.4 % 2,029 SF 68 SF,86 SF 274 SF,546 SF 4 SF 5 % 8 % 2 % 2,029 SF 92 SF.87 SF 274 SF,522 SF 4SF 5 % 8 % 2 %
3 '-5 '-5 '-5 '-5 2 " 2 " TYPE-SIX DESIGN ND DEVELOPMENT SERVICES 00 E. M. #50 RNGTON, TX 7600 PROJECT MNGER hayes.hinkle@type-six.com VICTORY T FORNEY UILDING LOT M VICTORY GROUP RCHITECT HYES HINKLE REGIERED D. S OF E S TT SOUTH ELEVTION /8" = 2 E ELEVTION E ELEVTION /8" = /8" = 4 NORTH ELEVTION /8" =
4 P 4'-0" '-2" 8'-0" 8'-0" 8'-0" 8'-0" P P 4'-0" '-2" PINT DOORS TO MTCH P TYPE-SIX DESIGN ND DEVELOPMENT SERVICES 00 E. M. #50 RNGTON, TX 7600 PROJECT MNGER hayes.hinkle@type-six.com VICTORY T FORNEY UILDING LOT M VICTORY GROUP RCHITECT HYES HINKLE REGIERED D. S OF E S TT SIDE ELEVTION 2 FRONT ELEVTION /2" = /2" = SIDE ELEVTION 4 RER ELEVTION /2" = /2" =
5 SS SS SS SS SS FH N44 00'44"E ' N45 59'6" ' S45 59'6"E ' S44 00'44" ' GRPHIC SCLE (IN FEET) INCH = 0 FEET M No. N "X" CUT IN OX ON TOP OF ORM DRIN INLET NER THE NORTH CORNER OF THE SUJECT PROPERTY, PPROXIMTELY 7' E ND 4' SOUTH OF SID CORNER. ELEVTION =.69' M No. 2 N "X" CUT IN OX ON THE CK OF CUR ITHIN MRKETPLCE OULEVRD PPROXIMTELY 270' E ND 25' SOUTH OF THE SOUTH PROPERTY CORNER. P.O. OX 28 COLNSVILLE, TEXS 762.LONDON-LNDSCPES.NET KEY TREES SHRUS GROUNDCOVER LNDSCPE CLCULTIONS. T LE TENTY PERCENT (20%) OF THE REET YRD SHLL E PERMNENTLY LNDSCPED RE. THE REET YRD SHLL E DEFINED S THE RE ETEEN THE UILDING FRONT ND THE FRONT PROPERTY NE. REQUIRED: YES PROVIDED: YES 2. NONRESIDENTIL PRCEL THT FRONTS ONTO F.M. 548 SHLL PROVIDE MINIMUM EIGHTEEN-FOOT (8') LNDSCPE UFFER/PRKY. ONE () LRGE SHDE TREE SHLL E REQUIRED PER FORTY (40) NER FEET (OR PORTION THEREOF) OF REET FRONTGE. TREES SHOULD E GROUPED OR CLUERED TO FCITTE SITE DESIGN ND TO PROVIDE N EHETICLLY PLESING, NTURL LOOKING PLNTING RRNGEMENT. THE LNDSCPED UFFER RE MY E INCLUDED IN THE REQUIRED REET YRD LNDSCPE RE PERCENTGE. REQUIRED: 288 LF / 40 = 8 TREES PROVIDED: 8 TREES. LNDSCPE RES ITHIN PRKING LOTS SHOULD GENERLLY E T LE ONE PRKING SPCE IN SIZE, ITH NO LNDSCPE RE LESS THN FIFTY (50) SQURE FEET IN RE. LNDSCPE RES SHLL E NO LESS THN FIVE FEET (5') IDE ND SHLL EQUL TOTL OF T LE SIXTEEN (6) SQURE FEET PER PRKING SPCE. THERE SHLL E LNDSCPED RE ITH T LE ONE () TREE ITHIN SIXTY FEET (60') OF EVERY PRKING SPCE. THERE SHLL E MINIMUM OF ONE () TREE PLNTED IN THE PRKING RE FOR EVERY TEN (0) PRKING SPCES FOR PRKING LOTS HVING MORE THN TENTY (20) SPCES. REQUIRED: 95 SPCES = 0 TREES PROVIDED: 2 TREES 4. MINIMUM OF FIFTY PERCENT (50%) OF THE TOTL TREES REQUIRED FOR THE PROPERTY SHLL E LRGE SHDE TREES S SPECIFIED ON THE PPROVED PLNT. ONLY SHRUS ND GROUNDCOVERS (I.E., NO TREES) SHLL E USED UNDER EXIING OR PROPOSED OVERHED UTITY NES. REQUIRED: YES PROVIDED: YES IRRIGTION NOTE 482 Merlot venue, Suite 20 Grapevine, Texas 7605 Phone: DEVELOPER/ONER JO NUMER: VIC700 DESIGNED Y: SL DRN Y: SL CHECKED Y: SL ISSUE DTE: /0/207 REV: /0/7 Kirkman Engineering, LLC Texas Firm No: 5874 VICTORY SHOPS T FORNEY FORNEY, TEXS LNDSCPE PLN SHEET: L.00 Copyright 207 Kirkman Engineering 0 C PE C NDS D L RE C R Y S. E HI LOND M I TECT O N REG S T E S T O F ELEVTION = 469.7'
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