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Item 15 - PlansS . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' PROPOSED LOT 1 GMi HEADQUARTERS 57,500 SF INDUSTRIAL 22,500 SF OFFICE (2-STORY) 7.11 AC FFE = 678.00 195 PARKING SPACES PROVIDED (6 ADA SPACES) PHASE 2 LOT 2 PROPOSED DEVELOPMENT 17,040 SF BUILDING 1.19 AC FFE = 671.00 R30' R3 0 ' R 3 0 ' R3 0 ' R30 ' PHASE 2 LOT 3 PROPOSED DEVELOPMENT 17,040 SF BUILDING 1.64 AC FFE = 670.50 PHASE 2 LOT 4 PROPOSED DEVELOPMENT 24,700 SF BUILDING 2.91 AC FFE = 668.00 26' FL 3 0 ' 13.16 AC (TOTAL) CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. EX. ZONING = AG PROPOSED ZONING = SP-2 L.U.D. = MIXED USE LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. EX. ZONING: SF1-A L.U.D.: LOW DENSITY RESIDENTIAL OWNER: HARMAN COURTNEY J LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: SILICON TEXAS PROPERTIES LLC LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: CCW-516 SILICON LLC LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: FATCAT LLC LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: LIMC REAL ESTATE LLC LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: MPA SOUTHLAKE MOB LLC LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. EX. ZONING: SP2 L.U.D.: OFFICE COMMERCIAL OWNER: HARBOR TOWN PARTNERS LP LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: CAVU EQUITY GROUP LLC 30' F L 1 0 ' - D B U F F E R Y A R D 10' LANDSCAPE SETBACK ± 1 4 5 . 9 ' T O I N T E R S E C T I O N CROSS ACCESS DRIVE TO VILLAGE CENTER TO BE CONSTRUCTED IN PHASE 1 PHASE 1 P R O P . 2 4 ' A C C E S S E A S E M E N T PROP. 30' ACCESS EASEMENT LOA D I N G LOADING 75' 1 0 ' PROP. GRATE INLET PROP. GRATE INLET PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. STORM MANHOLE R30' 1 PROP. RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL T/ET/E R30' R 3 0 ' R 5 4 ' PROP. FH PROP. WATER METER PROP. FH EX. SSWR MANHOLE EX. SSWR MH EX. PP PROP. WATER METER PROP. GRATE INLET PROP. GRATE INLET R10' R 1 0 ' 5.13' 18'24'18' 2 0 ' 59.6 5 ' STACKING DEPTH INSUFFICIENT, VARIANCE REQUESTED CENTERLINE SPACING INSUFFICIENT, VARIANCE REQUESTED ± 1 9 3 . 7 ' T O D R I V E W A Y DRIVEWAY SPACING INSUFFICENT, VARIANCE REQUESTED E X . C O N C R E T E D R I V E ( M I X E D U S E ) ± 3 2 1 . 3 9 ' T O D R I V E W A Y EX. CONCRETE DRIVE (VACANT LOT) 8.62'18'24' 18' PROP. VAR. HEIGHT RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL EXISTING PUBLIC SIDEWALK 30' BUILDING SETBACK 10'-F1 BUFFERYARD 10' WIDE ROW DEDICATION PROP. 6' PUBLIC SIDEWALK (PHASE 2) P H A S E 2 P H A S E 1 PHASE 2 PHASE 1 P H A S E 1 P H A S E 2 ACCESS DRIVE TO S NOLAN DRIVE TO BE CONSTRUCTED IN PHASE 1 (SEE CITY PROJECT NO. 30' BUILDING SETBACK 10'-D BUFFERYARD (20' PROVIDED) 8' WOOD SCREENING FENCE R30' R3 0 ' R3 0 ' R 3 0 ' 54'1 8 ' PROP. FH SSWR MH SSWR MH 2 0 ' PROP. 5' PUBLIC SIDEWALK (PHASE 1) PROP. 5' PUBLIC SIDEWALK (PHASE 1) 6 7 . 2 9 ' 42.65' 1 2 . 7 9 ' 1 3 . 7 9 ' 8 6 . 8 1 ' 105 . 6 1 ' PROP. GRATE INLET 5 9 . 1 ' 1 3 4 . 0 4 ' SSWR MH 10 10 10 8 10 8 10 2 7 11 7 10 11 10 5 2 4 10 11 9 6 6 3 11 6 10 10 10 10 10 3 2 PROP. GRATE INLET PROP. CURB INLET 8 6 . 9 8 ' 38.2' 42.83' 1 2 . 7 9 ' 1 3 . 7 9 ' 42.85'77.35' 77.3' 9.39' 77.63' 1 2 1 . 3 8 ' 8 5 . 8 ' 1 1 8 . 2 1 ' 54' 5.62' PROP. WATER METERS R 1 0 ' 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 TYP. 5TYP. 5TYP. 6 6 6 6 6 6 7 7 7 7 7 8 TYP. 8 TYP. 7 8 7 8 7 8 9 9 9 9 9 9 9 9 9 9 PRO P . U N D E R G R O U N D STO R A G E A R E A PROP. DETENTION AREA EASEMENT 30' B U I L D I N G S E T B A C K 30' B U I L D I N G S E T B A C K PROP. PEDESTRIAN ACCESS EASEMENT PROP. PEDESTRIAN ACCESS EASEMENT PROP. PEDESTRIAN ACCESS EASEMENT LEGEND LIGHT DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT DUMPSTER AREA CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK BUFFERYARD LANDSCAPE AREA PUBLIC CONCRETE SIDEWALK PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT FULL-DEPTH SAWCUT PROPOSED FIRE LANE STRIPPING PROPOSED PHASING LINE SITE SI T E P L A N SP-1COUNTYSURVEY:ABSTRACT NO. TARRANT EASTER 474 CITY:STATE: SOUTHLAKE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 ZADA M WHITE ESTATE TRUST 425 RIDGE ROAD GRAPEVINE, TX 76051 CONTACT NAME: CLAY CRISTY EASTER, THOMAS SURVEY ABSTRACT 474 TRACT 11E AG VICINITY MAP N.T.S. NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.REFER TO ARCHITECTURAL PLANS FOR FENCE AND GATE DETAILS. 4.REFER TO ARCHITECTURAL PLANS FOR PROPOSED LIGHTING AND PHOTOMETRICS CONSTRUCTION SCHEDULE SAW CUT FULL DEPTH EXISTING PAVEMENT 4" PARKING STALL STRIPING COLOR: WHITE (TYP) CURB & GUTTER PROPOSED PEDESTRIAN RAMP HANDICAP SYMBOL PAVEMENT STRIPING HANDICAP SIGN CURB STOP PER DETAIL PROPOSED SIDEWALK 1 2 3 4 5 6 7 8 9 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 N FM 1709 - SOUTHLAKE BLVD S. K I M B A L L A V E . CR O O K E D L N NO L E N D R I V E SI L I C O N D R . KIMBALL HILL CTEA S T W O O D D R . MA N C H E S T E R C T CITY CASE NO. ZA21-0018 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED PROVIDED EAST 1 235.37'10' - D N/A N/A EAST 2 REQUIRED 682.02'10' - D 28 35 123 PROVIDED 28 35 137 WEST REQUIRED N/A N/A PROVIDED N/A 235.37'10' - D 682.02'10' - D N/A 10 12 43 10 12 43 REQUIRED PROVIDED 470.19' 470.19' 10' - F1 F1 - FENCE F1 - FENCE10' - F1 15 29 38 15 29 38 N/A N/A N/A N/A N/A N/A N/A N/AN/AN/A PRELIMINARY CLAYMOORE ENGINEERING DA T E No . RE V I S I O N BY DATE: SHEET 3/18/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP GM i H E A D Q U A R T E R S PH A S E I I S. N O L A N D R I V E SO U T H L A K E , T X 7 6 0 9 2 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 File No:ZA21-0018 LANDSCAPE CALCULATIONS Building Floor Area 58,780 SF City of Southlake, Texas 11,756 SF 47,668 SF Parking Lot Landscape PROVIDEDREQUIRED 34% parking between bldg. and R.O.W.258 spaces 5,160 sf 13,344 sf 81% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq. ft.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (Sq. Ft.) Seasonal Color Required Provided 75%24 48 294 1,848 SF 1,764 SF 236 SF 236 SF 87 spaces 38 48 311 258 x 20 SF = 5,160 5 gal. Proposed Zoning B-2 1 per 500 1 per 250 1 per 40 15%2% GMI Development Phase 2 # S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . C R O O K E D L A N E A S P H A L T R O A D W A Y V A R I A B L E W I D T H R . O . W . 6 2 5 5 6 2 5 4 6256625762586259 6283626462706271627362726960695969586957695669519072907490739071627462766277627462756279628062816282626962666261626562606264626362676262 62846285628662876288 6 2 9 1 6 2 9 0 6 2 8 9 6 2 9 2 6 2 9 3 6 2 9 4 9 1 0 0 9 1 0 3 9 0 9 8 9 1 0 1 9 0 9 9 9 1 0 2 9 1 0 9 9 1 0 7 9 1 0 8 9 1 1 1 9 2 3 8 6 8 1 3 9 2 3 9 9 2 4 0 9 2 4 1 9 2 4 2 9 2 3 7 9 2 3 6 6 2 9 5 6 2 9 9 6 2 9 7 6 2 9 6 6 4 0 1 6 3 0 0 6 2 9 8 6 4 0 2 6 4 0 3 9 1 2 4 9 1 2 3 9 1 0 5 9 1 0 6 9 1 2 2 9 1 2 1 9 1 1 8 6 4 4 6 4 0 5 6 4 0 6 6 4 0 7 6 4 0 8 6 8 2 6 9 0 0 6 9 0 6 4 9066906790689070 9 1 2 5 9 1 6 3 9 1 6 2 9 1 6 4 9 1 6 1 9 1 7 7 9 2 4 3 9 2 4 4 9 2 4 6 9 2 5 6 9 2 6 0 9 2 6 1 9 2 6 3 9 2 6 4 9 1 1 2 9 0 9 5 9 0 9 6 9 0 9 2 9 0 9 3 9 0 9 4 9 1 8 3 9 1 8 4 9 1 8 2 9 1 8 6 9 1 8 5 9 0 9 1 9 0 9 0 9 1 2 8 9 1 2 9 9 1 5 2 9 1 3 6 9 1 3 5 9 1 3 7 9 1 3 4 9 1 3 3 9 1 3 1 9 1 3 0 9 1 3 9 9 1 4 0 9 1 4 2 9 1 4 1 9 1 4 7 9 2 2 6 9 2 2 5 9 1 4 3 9 1 4 4 9 1 8 9 9 1 3 8 9 1 9 7 9 1 9 6 9 1 9 9 9 2 0 0 9 1 9 5 9 2 0 1 9 1 9 4 9 2 0 8 9 2 0 6 6 8 1 4 6 8 1 5 9 2 0 4 9 2 0 5 9 2 0 9 9 2 1 0 9 2 1 3 9 2 1 1 9 2 0 3 9 1 9 0 9 1 9 1 9 2 1 2 9 1 4 8 9 1 4 5 9 1 4 9 9 1 8 8 9 1 5 0 9 1 5 1 6 8 1 6 6 8 2 0 6 8 1 8 6 8 1 9 6 8 1 7 9 2 1 5 9 2 1 4 9 2 1 6 9 2 1 8 9 2 1 7 9 2 2 2 9 2 1 9 9 2 2 0 9 2 2 1 9 2 2 3 9 2 2 4 9 1 7 5 9 1 7 4 9 1 6 7 9 1 6 8 9 1 6 5 9 1 6 6 9 1 8 1 9 1 7 1 9 1 7 2 9 1 7 3 9 1 7 6 9 1 7 8 9 1 7 9 9 1 8 0 9 1 6 0 9 1 5 9 9 1 5 8 9 1 5 7 9 1 5 6 9 1 5 5 9 1 5 4 9 0 8 9 9 0 8 8 9 0 9 7 9 0 8 7 9 0 8 6 9 0 8 5 9 0 8 4 9 0 8 3 9 0 8 2 9 0 8 1 9 0 8 0 9 0 7 9 9 1 1 5 9 1 0 4 9 1 1 4 9 1 1 7 9 1 2 0 9 1 1 9 9 0 5 8 9 1 1 3 9 1 1 6 9 0 5 7 9 0 5 4 9 0 5 3 9 0 4 9 9 0 4 8 9 0 4 6 9 0 4 7 9 0 4 5 6 8 2 1 6 8 2 2 6 8 2 3 6 8 2 4 9 0 3 6 9 0 3 5 6 8 2 5 9 0 3 7 9 0 3 8 9 0 3 9 9 0 0 9 9 0 3 4 9 0 3 3 9 0 4 4 9 0 4 3 9 0 4 2 9 0 5 0 9 0 5 1 9 0 5 2 9 0 5 6 9 0 2 0 9 0 5 5 9 0 2 7 9 0 2 6 9 0 2 5 9 0 2 4 6 9 9 3 6 9 9 4 6 9 9 2 6 9 9 0 6 9 8 7 6 9 8 8 6 9 8 9 6 9 8 6 6 9 9 1 6 9 8 2 6 9 8 1 6 9 7 9 6 9 8 0 6 9 8 4 6 9 8 5 6 8 2 8 6 8 2 7 9 0 0 5 9 0 0 4 9 0 0 3 9 0 0 2 9 0 0 1 6 9 7 8 6 9 7 7 6 9 7 5 6 9 7 6 6 9 6 8 6 9 7 1 6 9 7 4 6 9 8 3 6 9 6 6 6 9 6 7 6 9 6 4 6 9 6 3 6 9 2 6 6 9 7 3 6 9 6 2 6 9 6 1 6 9 1 2 6 9 1 7 6 9 1 6 6 9 1 3 6 9 1 4 6 9 1 5 6 9 1 1 6 9 1 0 6 9 0 9 6 9 0 8 6 9 0 7 6 9 0 6 6 9 0 5 6 9 0 3 6 9 0 2 6 9 0 4 6 8 3 3 6 8 3 0 6 8 3 1 6 8 3 2 6 8 4 8 6 8 4 9 6 8 5 0 6 8 5 1 6 8 5 2 6 8 5 3 6 8 5 5 6 8 3 4 6 8 5 6 6 9 1 8 6 9 1 9 692 0 6 8 5 4 90759076907790789069694369426944695069496948694569476946694169406939693869356934693369326931687968796880688168826883688468866887688568926893693068946896689168 8 8 689068 8 9 6898 6897690068996895 6 8 4 7 6 8 4 6 6 8 4 5 6 8 4 4 6 8 7 0 6 8 7 1 6 8 4 3 6 8 6 9 6 8 7 4 68726873 6876 6 8 7 5 6877 686 7 6 8 6 8 6 8 6 2 6 8 4 2 6 8 4 0 6 8 3 9 6 8 3 8 6 8 3 7 6 8 6 1 6 8 5 9 6 8 6 0 6 8 6 3 686468666865 6901 69 2 9 6 8 5 8 6 8 5 7 6 8 3 6 6 8 3 5 9 0 0 7 9 0 0 8 9 0 1 3 6 9 9 9 7 0 0 0 6 9 9 7 6 9 9 8 6 9 9 5 6 9 9 6 9 0 1 4 9 0 1 2 9 0 1 1 9 0 1 0 9 0 4 0 9 0 3 2 9 0 2 9 9 0 3 0 9 0 4 1 9 0 3 1 9 0 1 5 9 0 1 6 9 0 1 7 9 0 1 8 9 0 1 9 9 0 2 1 9 0 2 3 9 0 2 2 9 1 1 0 9 1 2 7 9 2 5 5 9 2 3 5 9 2 6 6 9 2 6 5 9 2 4 9 9 2 4 8 9 2 4 7 9 2 5 1 9 2 5 0 9 2 5 2 9 2 5 3 9 2 5 4 9 2 6 2 9 2 5 7 9 2 5 8 9 2 5 9 9 2 3 4 9 2 3 3 9 2 3 0 9 2 3 1 9 2 3 2 9 2 4 5 6 8 2 9 6 9 6 9 6 9 7 0 6952 6953 6955695469376936 9065 69286927 9 0 6 3 6 9 2 1 6 9 2 2 6 9 2 3 6 9 2 4 6 9 2 5 9 0 6 1 9062906 0 90 5 9 6 8 1 1 9 1 6 9 9 1 5 3 9 1 3 2 9 0 2 8 9 1 9 3 9 1 9 2 9 2 0 7 1 4 4 1 1 4 4 0 1 4 4 0 681685684682685682683684685681680681682679678677678677674676676670671672673674675670671672673674675 6 7 0 6 7 1 67 2 673 674 6 6 9 670 6 7 1 6 7 2 673 674 675 6 7 6 677 678679680681682683684685 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 675 676 6 5 8 6 5 9 6 6 0 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 685684683680681682677678679 6 7 0 671 672 6 7 3 6 7 4 6 7 5 670 66 9 6 6 9 6 6 8 667 6 6 6 668 667 S 5 4 ° 0 9 ' 1 1 " W 2 9 1 . 4 7 ' S 4 9 ° 2 6 ' 4 1 " W 1 1 6 . 5 2 ' S 5 1 ° 1 7 ' 1 4 " W 7 5 . 4 2 ' S 3 8 ° 1 5 ' 0 3 " W 6 9 . 1 3 ' S 3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' S32°1 1 ' 1 5 " W 93 . 0 8 ' S 4 6 ° 3 2 ' 1 7 " W 6 . 4 8 ' S 4 ° 3 8 ' 4 6 " W 1 4 . 7 5 ' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' N 8 9 ° 1 9 ' 3 9 " E 8 6 8 . 7 0 ' N0°34'40"W 625.37'N52°27'12"W453.10'AREA UNDERCONSTRUCTION T B M X - C U T S E T Z = 6 5 4 . 5 1 T B M X - C U T S E T Z = 6 5 5 . 2 8 THOMAS EASTER SURVE Y , ABSTRACT NO. 474 71.81 SF FIRE RISER F F E = 6 7 0 . 0 0 F F E = 6 7 1 . 0 0 F F E = 6 6 8 . 0 0 FFE = 678.00 678.30 680.01678.78 681.03679.50683.76682.20685.36±ME ???±ME680.94681.54675.18675.00 675.30675.24674.82676.01676.85677.13677.73677.73676.89676.73676.36676.12 676.4 3 676.77676.41 676.53676.16675.81676.05675.57 676.53677.27676.51676.77 677.85 677.60677.84678.37 678.29677.55677.86 678.11 674.22673.70 6 7 0 . 9 6 6 7 1 . 1 6 6 6 9 . 9 6 6 7 0 . 6 7 6 6 9 . 2 8 6 7 0 . 2 4 6 6 9 . 7 6 6 6 9 . 2 5 6 6 9 . 0 1 6 6 9 . 2 8 6 6 8 . 7 7 6 6 9 . 0 1 6 6 8 . 8 3 6 6 8 . 5 9 6 6 8 . 6 8 6 6 8 . 5 0 6 6 8 . 8 0 6 6 9 . 2 4 6 6 9 . 4 5 6 6 9 . 2 1 6 6 7 . 0 6 6 6 6 . 8 2 6 6 6 . 7 3 6 6 6 . 4 3 6 6 8 . 4 1 6 6 7 . 1 7 6 6 8 . 4 5 6 6 8 . 5 0 6 6 7 . 3 9 6 6 8 . 5 2 6 6 7 . 3 9 6 6 8 . 1 9 6 6 7 . 9 5 6 6 7 . 6 5 6 6 7 . 8 9 6 6 6 . 7 9 6 6 7 . 0 9 6 6 7 . 2 7 6 6 1 . 9 0 6 6 2 . 5 6 6 6 1 . 8 9 6 6 1 . 7 8 6 6 2 . 4 0 6 6 2 . 5 8 6 6 6 . 9 7 6 5 9 . 6 8 6 5 9 . 9 2 6 5 9 . 6 2 6 5 9 . 3 8 6 5 3 . 5 8 ± M E 6 5 3 . 3 4 ± M E 6 5 3 . 1 1 ± M E 6 5 3 . 7 5 ± M E 6 5 8 . 7 0 6 5 9 . 0 0 6 5 8 . 4 1 6 5 8 . 7 0 6 5 9 . 7 1 6 6 0 . 1 8 6 5 9 . 9 0 6 6 4 . 0 8 6 6 4 . 0 7 6 6 5 . 4 4 6 6 9 . 3 8 6 6 9 . 3 4 6 6 9 . 4 2 6 6 9 . 4 2 6 6 9 . 4 2 6 6 9 . 4 2 6 6 9 . 2 4 6 6 9 . 2 4 6 6 9 . 4 1 6 6 9 . 4 2 6 6 8 . 7 8 6 6 8 . 6 9 6 6 8 . 6 9 6 6 8 . 7 8 6 6 7 . 8 8 6 6 7 . 9 4 6 6 7 . 9 4 677.55677.55677.74 677.74 677.27677.45 677.27677.45 P R O P . R I D G E 675.39675.34 675.52675.76 676.00675.76675.81 677.07 677.25677.25677.07 677.26677.08 677.26677.08 678.00678.00 678.00678.00 6 7 1 . 0 0 6 7 1 . 0 0 6 7 0 . 0 0 6 7 0 . 0 0 6 7 0 . 0 0 6 7 0 . 0 0 6 7 1 . 0 0 6 7 1 . 0 0 6 6 8 . 0 0 6 6 8 . 0 0 6 6 8 . 0 0 6 6 8 . 0 0 6 6 8 . 0 0 6 6 7 . 1 2 6 6 8 . 0 0 6 6 4 . 8 9 6 7 2 . 5 4 6 6 7 . 9 2 6 6 8 . 1 0 DATENo.REVISION BY D A T E : S H E E T 7 / 2 7 / 2 0 2 0 C H E C K E D : C L C D R A W N : C W P D E S I G N : C W P P R E L I M I N A R Y C L A Y M O O R E E N G I N E E R I N G F i l e N o : 2 0 2 0 - 0 7 6 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM T E X A S F I R M # 1 4 1 9 9 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 0 G R A P H I C S C A L E 1 i n c h = f t . 5 0 5 0 1 0 0 5 0 2 5 B E N C H M A R K : - T B M # 1 : A N " X " C U T F O U N D I N C O N C R E T E O N S N O L A N D R I V E , A P P R O X I M A T E L Y 9 2 ' N O R T H A N D 1 1 ' E A S T O F T H E N O R T H E A S T P R O P E R T Y C O R N E R . E L E V A T I O N : 6 5 5 . 2 8 - T B M # 2 : A N " X " C U T F O U N D I N C O N C R E T E O N S N O L A N D R I V E , A P P R O X I M A T E L Y 1 0 ' N O R T H A N D 8 7 ' E A S T O F T H E S O U T H E A S T P R O P E R T Y C O R N E R E L E V A T I O N : 6 5 4 . 5 1 - C I T Y B E N C H M A R K : M O N U M E N T 4 8 G E O D E T I C D A T A L A T I T U D E : 3 2 ° 5 5 ' 3 7 . 0 8 5 7 2 " L O N G I T U D E : 9 7 ° 0 6 ' 2 6 . 9 4 2 6 3 " E L L I P H G H T : 5 4 0 . 4 5 C - 1 0 TREE PRESERVATION PLAN N . T . S . V I C I N I T Y M A P F M 1 7 0 9 - S O U T H L A K E B L V D S. KIMBALL AVE. NOL E N D R I V E SILICON DR. K I M B A L L H I L L C T EASTWOOD DR. MANCHESTER CT N . T . S . E N G I N E E R C L A Y M O O R E E N G I N E E R I N G 1 9 0 3 C E N T R A L D R I V E S U I T E # 4 0 6 B E D F O R D , T X 7 6 0 3 4 P H . 8 1 7 . 2 8 1 . 0 5 7 2 C O N T A C T : C L A Y C R I S T Y , P E E M A I L : C L A Y @ C L A Y M O O R E E N G . C O M A R C H I T E C T O ' B R I E N 5 3 1 0 H A R V E S T H I L L R D . S T E . 1 3 6 D A L L A S , T X 7 5 2 3 0 9 7 2 . 7 8 8 . 1 0 1 0 C O N T A C T : S E A N O ' B R I E N O W N E R Z A D A M W H I T E E S T A T E T R U C S T 4 2 5 R I D G E D R . G R A P E V I N G , T X 7 6 0 5 1 A N D R E W J A M E S N . T . S . L E G E N D T R E E S T O B E P R E S E R V E D T R E E S T O B E R E M O V E D T R E E P R E S E R V A T I O N S U M M A R Y G R O S S S I T E A R E A 5 7 3 , 4 1 2 S F E X I S T I N G C A N O P Y T R E E T O T A L A R E A 2 4 4 , 8 2 6 S F E X I S T I N G T R E E C A N O P Y T O B E R E M O V E D E X I S T I N G T R E E C A N O P Y T O R E M A I N * * N O T E : T R E S S C A N O P Y C A L C U L A T I O N S A R E A P P R O X I M A T E B A S E D O N T H E L O C A T I O N S F R O M T R E E L O C A T I O N S F R O M T R E E S U R V E Y C O M B I N E D W I T H A R I A L I M A G E R Y T R E E R E P L A C E M E N T & P R O T E C T I O N P R O C E D U R E S F O R T H E C I T Y O F S O U T H L A K E - S E E S E C . 9 . 5 . 3 7 9 - T R E E R E P L A C E M E N T A N D T R E E P R O T E C T I O N S T A N D A R D S I N T H E C I T Y O F S O U T H L A K E C O D E O F O R D I N A N C E S . 1 8 2 , 1 0 4 S F 6 2 , 7 2 2 S F S E E T R E E S U R V E Y F O R S I Z E A N D S P E C I E S 7 4 . 4 % 2 5 . 6 % 4 2 . 7 % M A R G I N A L T R E E S L I M I T S O F P R O P O S E D G R A D I N G S I T E C R O O K E D L N CANOPY TREESCODEQTYBOTANICAL / COMMON NAMECONTCALSIZESPRBC4 9TAXODIUM DISTICHUMB & B 4" CAL. 15` HT 8` SPRBALD CYPRESSCE4 9ULMUS CRASSIFOLIAB & B 4" CAL. 15` HT 7` SPRCEDAR ELMCO 12QUERCUS MUEHLENBERGIIB & B 3" CAL. 12` HT 6` SPRCHINKAPIN OAKLE 7ULMUS PARVIFOLIAB & B 3" CAL. 12` HT 6` SPRLACEBARK ELMLO 7QUERCUS VIRGINIANAB & B 3" CAL. 12` HT 6` SPRSOUTHERN LIVE OAKLO4 15QUERCUS VIRGINIANAB & B 4" CAL. 15` HT 8` SPRSOUTHERN LIVE OAKSO 13QUERCUS SHUMARDIIB & B 3" CAL. 12` HT 6` SPRSHUMARD RED OAKORNAMENTAL TREESCODEQTYBOTANICAL / COMMON NAMECONTCALSIZESPRCR 30 LAGERSTROEMIA INDICA X FAURIEI `TUSCARORA` 30 GAL. 3" CAL. 8` HT.TUSCARORA CRAPE MYRTLEMULTI-TRUNK (3-STEM)DW 11CHILOPSIS LINEARIS `BUBBA`30 GAL. 3" CAL. 8` HT.BUBBA DESERT WILLOWMP 20 PRUNUS MEXICANA30 GAL. 3" CAL. 8` HT.MEXICAN PLUMNR 22 ILEX X `NELLIE R. STEVENS`30 GAL. 3" CAL. 8` HT.NELLIE R. STEVENS HOLLYRB 6CERCIS CANADENSIS30 GAL. 3" CAL. 8` HT.EASTERN REDBUDTY 21 ILEX VOMITORIA30 GAL. 3" CAL. 8` HT.TREE YAUPONMULTI-TRUNK (3-STEM)WM 15 MYRICA CERIFERA30 GAL. 3" CAL. 8` HT.WAX MYRTLE BC4CE4COLELOLO4SOCRDWMPNRRBTYWM PLANT SCHEDULE S H R U B S C O D E Q T Y B O T A N I C A L / C O M M O N N A M E C O N T S P A C I N G A B 4 3 A B E L I A X G R A N D I F L O R A 5 G A L 3 6 " O C G L O S S Y A B E L I A D B 1 9 7 I L E X C O R N U T A ` B U R F O R D I I N A N A ` 5 G A L 3 6 " O C D W A R F B U R F O R D H O L L Y D H 4 6 R H A P H I O L E P I S I N D I C A ` P I N K I E ` 5 G A L 3 6 " O C P I N K I E I N D I A N H A W T H O R N D Y 3 8 I L E X V O M I T O R I A ` N A N A ` 5 G A L 3 6 " O C D W A R F Y A U P O N H O L L Y E L 5 3 E L A E A G N U S P U N G E N S 5 G A L 3 6 " O C E L E A G N U S S P 3 0 S P I R A E A X ` B A I L C A R O L ` T M 5 G A L 3 6 " O C S U N D R O P S P I R E A T X 6 L E U C O P H Y L L U M F R U T E S C E N S ` S I L V E R A D O ` 5 G A L 3 6 " O C T E X A S S A G E S H R U B A R E A S C O D E Q T Y B O T A N I C A L / C O M M O N N A M E C O N T S P A C I N G A J 2 , 4 4 1 S F T R A C H E L O S P E R M U M A S I A T I C U M 1 G A L 1 8 " O C A S I A N J A S M I N E S C 2 3 6 S F S E A S O N A L C O L O R 1 G A L 1 8 " O C S E L E C T E D B Y O W N E R A B D B D H D Y E L S P T X S O D / S E E D C O D E B O T A N I C A L / C O M M O N N A M E C O N T C D C Y N O D O N D A C T Y L O N ` T I F 4 1 9 ` S O D T I F 4 1 9 B E R M U D A G R A S S S O L I D S O D A L L D I S T U R B E D A R E A S N O T D E S I G N A T E D A S S H R U B O R G R O U N D C O V E R P L A N T I N G B E D S P L A N T S C H E D U L E T H E C O N T R A C T O R S H A L L I N S T A L L R O O T B A R R I E R S N E A R A L L N E W L Y - P L A N T E D T R E E S T H A T A R E L O C A T E D W I T H I N F I V E ( 5 ) F E E T O F P A V I N G O R C U R B S . R O O T B A R R I E R S S H A L L B E " C E N T U R Y " O R " D E E P - R O O T " 2 4 " D E E P P A N E L S ( O R E Q U A L ) . B A R R I E R S S H A L L B E L O C A T E D I M M E D I A T E L Y A D J A C E N T T O H A R D S C A P E . I N S T A L L P A N E L S P E R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . U N D E R N O C I R C U M S T A N C E S S H A L L T H E C O N T R A C T O R U S E R O O T B A R R I E R S O F A T Y P E T H A T C O M P L E T E L Y E N C I R C L E T H E R O O T B A L L . A F T E R A L L P L A N T I N G I S C O M P L E T E , C O N T R A C T O R S H A L L I N S T A L L 3 " T H I C K L A Y E R O F 1 - 1 / 2 " S H R E D D E D W O O D M U L C H I N A L L P L A N T I N G A R E A S ( E X C E P T F O R T U R F A R E A S ) . C O N T R A C T O R S H A L L S U B M I T S A M P L E S O F A L L M U L C H E S T O L A N D S C A P E A R C H I T E C T A N D O W N E R F O R A P P R O V A L P R I O R T O C O N S T R U C T I O N . A B S O L U T E L Y N O E X P O S E D G R O U N D S H A L L B E L E F T S H O W I N G A N Y W H E R E O N T H E P R O J E C T A F T E R M U L C H H A S B E E N I N S T A L L E D . 1 . B Y S U B M I T T I N G A P R O P O S A L F O R T H E L A N D S C A P E P L A N T I N G S C O P E O F W O R K , T H E C O N T R A C T O R C O N F I R M S T H A T H E H A S R E A D , A N D W I L L C O M P L Y W I T H , T H E A S S O C I A T E D N O T E S , S P E C I F I C A T I O N S , A N D D E T A I L S W I T H T H I S P R O J E C T . 2 . T H E G E N E R A L C O N T R A C T O R I S R E S P O N S I B L E F O R R E M O V I N G A L L E X I S T I N G V E G E T A T I O N ( E X C E P T W H E R E N O T E D T O R E M A I N ) . 3 . I N T H E C O N T E X T O F T H E S E P L A N S , N O T E S , A N D S P E C I F I C A T I O N S , " F I N I S H G R A D E " R E F E R S T O T H E F I N A L E L E V A T I O N O F T H E S O I L S U R F A C E ( N O T T O P O F M U L C H ) A S I N D I C A T E D O N T H E G R A D I N G P L A N S . a . B E F O R E S T A R T I N G W O R K , T H E L A N D S C A P E C O N T R A C T O R S H A L L V E R I F Y T H A T T H E R O U G H G R A D E S O F A L L L A N D S C A P E A R E A S A R E W I T H I N + / - 0 . 1 ' O F F I N I S H G R A D E . S E E S P E C I F I C A T I O N S F O R M O R E D E T A I L E D I N S T R U C T I O N O N T U R F A R E A A N D P L A N T I N G B E D P R E P A R A T I O N . b . C O N S T R U C T A N D M A I N T A I N F I N I S H G R A D E S A S S H O W N O N G R A D I N G P L A N S , A N D C O N S T R U C T A N D M A I N T A I N S L O P E S A S R E C O M M E N D E D B Y T H E G E O T E C H N I C A L R E P O R T . A L L L A N D S C A P E A R E A S S H A L L H A V E P O S I T I V E D R A I N A G E A W A Y F R O M S T R U C T U R E S A T T H E M I N I M U M S L O P E S P E C I F I E D I N T H E R E P O R T A N D O N T H E G R A D I N G P L A N S , A N D A R E A S O F P O T E N T I A L P O N D I N G S H A L L B E R E G R A D E D T O B L E N D I N W I T H T H E S U R R O U N D I N G G R A D E S A N D E L I M I N A T E P O N D I N G P O T E N T I A L . c . T H E L A N D S C A P E C O N T R A C T O R S H A L L D E T E R M I N E W H E T H E R O R N O T T H E E X P O R T O F A N Y S O I L W I L L B E N E E D E D , T A K I N G I N T O A C C O U N T T H E R O U G H G R A D E P R O V I D E D , T H E A M O U N T O F S O I L A M E N D M E N T S T O B E A D D E D ( B A S E D O N A S O I L T E S T , P E R S P E C I F I C A T I O N S ) , A N D T H E F I N I S H G R A D E S T O B E E S T A B L I S H E D . d . A F T E R I N S T A L L I N G S O I L A M E N D M E N T S I N S H R U B A R E A S , A N D I N O R D E R T O A L L O W F O R P R O P E R M U L C H D E P T H , E N S U R E T H A T T H E F I N I S H G R A D E I M M E D I A T E L Y A D J A C E N T T O W A L K S A N D O T H E R W A L K I N G S U R F A C E S I S 3 " B E L O W F I N I S H G R A D E , T A P E R I N G T O M E E T F I N I S H G R A D E A T A P P R O X I M A T E L Y 1 8 " A W A Y F R O M T H E S U R F A C E . e . A F T E R I N S T A L L I N G S O I L A M E N D M E N T S I N T U R F A R E A S , E N S U R E T H A T T H E F I N I S H G R A D E I N T U R F A R E A S I M M E D I A T E L Y A D J A C E N T T O W A L K S A N D O T H E R W A L K I N G S U R F A C E S I S 1 " B E L O W F I N I S H G R A D E , T A P E R I N G T O M E E T F I N I S H G R A D E A T A P P R O X I M A T E L Y 1 8 " A W A Y F R O M T H E S U R F A C E . f . S H O U L D A N Y C O N F L I C T S A N D / O R D I S C R E P A N C I E S A R I S E B E T W E E N T H E G R A D I N G P L A N S , G E O T E C H N I C A L R E P O R T , T H E S E N O T E S A N D P L A N S , A N D A C T U A L C O N D I T I O N S , T H E C O N T R A C T O R S H A L L I M M E D I A T E L Y B R I N G S U C H I T E M S T O T H E A T T E N T I O N O F T H E L A N D S C A P E A R C H I T E C T , G E N E R A L C O N T R A C T O R , A N D O W N E R . 4 . A L L P L A N T L O C A T I O N S A R E D I A G R A M M A T I C . A C T U A L L O C A T I O N S S H A L L B E V E R I F I E D W I T H T H E L A N D S C A P E A R C H I T E C T O R D E S I G N E R P R I O R T O P L A N T I N G . T H E L A N D S C A P E C O N T R A C T O R S H A L L E N S U R E T H A T A L L R E Q U I R E M E N T S O F T H E P E R M I T T I N G A U T H O R I T Y A R E M E T ( I . E . , M I N I M U M P L A N T Q U A N T I T I E S , P L A N T I N G M E T H O D S , T R E E P R O T E C T I O N M E T H O D S , E T C . ) . a . T H E L A N D S C A P E C O N T R A C T O R I S R E S P O N S I B L E F O R D E T E R M I N I N G P L A N T Q U A N T I T I E S ; P L A N T Q U A N T I T I E S S H O W N O N L E G E N D S A N D C A L L O U T S A R E F O R G E N E R A L I N F O R M A T I O N O N L Y . I N T H E E V E N T O F A D I S C R E P A N C Y B E T W E E N T H E P L A N A N D T H E P L A N T L E G E N D , T H E P L A N T Q U A N T I T Y A S S H O W N O N T H E P L A N ( F O R I N D I V I D U A L S Y M B O L S ) O R C A L L O U T ( F O R G R O U N D C O V E R P A T T E R N S ) S H A L L T A K E P R E C E D E N C E . b . N O S U B S T I T U T I O N S O F P L A N T M A T E R I A L S S H A L L B E A L L O W E D W I T H O U T T H E W R I T T E N P E R M I S S I O N O F T H E L A N D S C A P E A R C H I T E C T . I F S O M E O F T H E P L A N T S A R E N O T A V A I L A B L E , T H E L A N D S C A P E C O N T R A C T O R S H A L L N O T I F Y T H E L A N D S C A P E A R C H I T E C T I N W R I T I N G ( V I A P R O P E R C H A N N E L S ) . c . T H E C O N T R A C T O R S H A L L , A T A M I N I M U M , P R O V I D E R E P R E S E N T A T I V E P H O T O S O F A L L P L A N T S P R O P O S E D F O R T H E P R O J E C T . T H E C O N T R A C T O R S H A L L A L L O W T H E L A N D S C A P E A R C H I T E C T A N D T H E O W N E R / O W N E R ' S R E P R E S E N T A T I V E T O I N S P E C T , A N D A P P R O V E O R R E J E C T , A L L P L A N T S D E L I V E R E D T O T H E J O B S I T E . R E F E R T O S P E C I F I C A T I O N S F O R A D D I T I O N A L R E Q U I R E M E N T S F O R S U B M I T T A L S . 5 . T H E C O N T R A C T O R S H A L L M A I N T A I N T H E L A N D S C A P E I N A H E A L T H Y C O N D I T I O N F O R 9 0 D A Y S A F T E R A C C E P T A N C E B Y T H E O W N E R . R E F E R T O S P E C I F I C A T I O N S F O R C O N D I T I O N S O F A C C E P T A N C E F O R T H E S T A R T O F T H E M A I N T E N A N C E P E R I O D , A N D F O R F I N A L A C C E P T A N C E A T T H E E N D O F T H E M A I N T E N A N C E P E R I O D . 6 . S E E S P E C I F I C A T I O N S A N D D E T A I L S F O R F U R T H E R R E Q U I R E M E N T S . T H E L A N D S C A P E C O N T R A C T O R S H A L L G U A R A N T E E T H A T A L L N E W L Y I N S T A L L E D A N D E X I S T I N G P L A N T S S H A L L S U R V I V E F O R O N E Y E A R A F T E R F I N A L O W N E R A C C E P T A N C E O F T H E I N S T A L L A T I O N W O R K . T H E C O N T R A C T O R S H A L L A L S O B E R E S P O N S I B L E F O R A P P R O P R I A T E W A T E R I N G O F T H E L A N D S C A P E T H R O U G H I N S T A L L A T I O N O F A P R O P E R L Y D E S I G N E D I R R I G A T I O N S Y S T E M . T H E O W N E R S H A L L A P P R O V E T H E S Y S T E M D E S I G N B E F O R E I N S T A L L A T I O N O F P L A N T S O R I R R I G A T I O N . R O O T B A R R I E R S M U L C H E S P L A N T I N G A N D I R R I G A T I O N G U A R A N T E E G E N E R A L G R A D I N G A N D P L A N T I N G N O T E S S c a l e 1 " = 6 0 ' 3 0 ' 1 2 0 ' 6 0 ' 0 ' DATENo.REVISION BY D A T E : S H E E T 3 / 1 9 / 2 0 2 1 C H E C K E D : R M D R A W N : C M R D E S I G N : C M R GMi HEADQUARTERS PHASE 2 S. NOLAN DRIVE SOUTHLAKE, TX 76092 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM T E X A S F I R M # 1 4 1 9 9 F i l e N o : 2 0 2 0 - 0 7 6 ( 8 0 0 ) 6 8 0 - 6 6 3 0 1 5 4 5 5 D a l l a s P k w y . , S t e 6 0 0 A d d i s o n , T X 7 5 0 0 1 w w w . E v e r g r e e n D e s i g n G r o u p . c o m E V E R G R E E N D E S I G N G R O U P LANDSCAPE PLANTING OVERALL L P - 0 H I STE C C T T E SA E T S T A IREG 8 3 O F 3 5 E T X R L D R E C A A N D S E P A CHRIS T O P H E R M R O S E CHRIS T O P H E R M R O S E 0 3 - 1 9 - 2 0 2 1 L A N D S C A P E C A L C U L A T I O N S B u i l d i n g F l o o r A r e a 5 8 , 7 8 0 S F P h a s e 2 - R e m a i n d e r o f D e v e l o p m e n t 1 1 , 7 5 6 S F 4 7 , 6 6 8 S F P a r k i n g L o t L a n d s c a p e P R O V I D E D R E Q U I R E D 3 4 % p a r k i n g b e t w e e n b l d g . a n d R . O . W . 2 5 8 s p a c e s ( P h a s e 2 ) 5 , 1 6 0 s f 1 3 , 3 4 4 s f 8 1 % S U M M A R Y C H A R T - I N T E R I O R L A N D S C A P E R e q u i r e d o r P r o v i d e d L a n d s c a p e A r e a ( S q . f t . ) % o f a r e a i n f r o n t o r s i d e C a n o p y T r e e s A c c e n t T r e e s S h r u b s G r o u n d C o v e r ( S q . F t . ) S e a s o n a l C o l o r R e q u i r e d P r o v i d e d 7 5 % 2 4 4 8 2 9 4 2 , 4 4 1 S F 1 , 7 6 4 S F 2 3 6 S F 2 3 6 S F 8 7 s p a c e s 3 8 4 8 4 0 1 2 5 8 x 2 0 S F = 5 , 1 6 0 S U M M A R Y C H A R T - B U F F E R Y A R D S L O C A T I O N R E Q U I R E D / P R O V I D E D L E N G T H B U F F E R Y A R D W I D T H - T Y P E C A N O P Y T R E E S A C C E N T T R E E S S H R U B S F E N C E / S C R E E N I N G N O R T H R E Q U I R E D 4 7 0 . 1 9 ' 1 0 ' - F 1 1 5 2 9 3 8 F 1 - F e n c e P R O V I D E D 4 7 0 . 1 9 ' 1 0 ' - F 1 1 5 2 9 3 8 F 1 - F e n c e E A S T 1 R E Q U I R E D 2 3 5 . 3 7 ' 1 0 ' - D 1 0 1 2 4 3 n o n e P R O V I D E D 2 3 5 . 3 7 ' 1 0 ' - D 1 0 1 2 4 3 n o n e E A S T 2 R E Q U I R E D 6 8 2 . 0 2 ' 1 0 ' - D 2 8 3 5 1 2 3 n o n e P R O V I D E D 6 8 2 . 0 2 ' 1 0 ' - D 2 8 3 5 1 3 7 n o n e W E S T R E Q U I R E D N / A N / A N / A N / A N / A n o n e P R O V I D E D N / A N / A N / A N / A N / A n o n e 5 g a l . P r o p o s e d Z o n i n g B - 2 1 p e r 5 0 0 1 p e r 2 5 0 1 p e r 4 0 1 5 % 2 % C i t y o f S o u t h l a k e , T e x a s S . N O L E N D R I V E C R O O K E D L A N E L P - 1 L P - 2 LP-3 PHASE 1 PHASE 1PHASE 2PHASE 2 PHASE 1 1 0 . 1 G E N E R A L : T H E O W N E R S H A L L B E R E S P O N S I B L E F O R T H E C O N T I N U E D M A I N T E N A N C E I N P E R P E T U I T Y O F A L L L A N D S C A P I N G A N D I R R I G A T I O N . A L L R E Q U I R E D L A N D S C A P I N G S H A L L B E M A I N T A I N E D I N A N E A T A N D O R D E R L Y M A N N E R A T A L L T I M E S . T H I S S H A L L I N C L U D E M O W I N G , E D G I N G , P R U N I N G , F E R T I L I Z I N G , W A T E R I N G , W E E D I N G , K E E P I N G B E D S M U L C H E D I N A C C O R D A N C E W I T H S T A N D A R D H O R T I C U L T U R A L P R A C T I C E S O R A S R E C O M M E N D E D B Y T H E L A N D S C A P E A D M I N I S T R A T O R A N D O T H E R S U C H A C T I V I T I E S C O M M O N T O T H E M A I N T E N A N C E O F L A N D S C A P I N G . L A N D S C A P E D A R E A S S H A L L B E K E P T F R E E O F T R A S H , L I T T E R ; W E E D S A N D O T H E R S U C H M A T E R I A L O R P L A N T S N O T A P A R T O F T H E L A N D S C A P I N G . A L L P L A N T M A T E R I A L S S H A L L B E M A I N T A I N E D I N A H E A L T H Y A N D G R O W I N G C O N D I T I O N A S I S A P P R O P R I A T E F O R T H E S E A S O N O F T H E Y E A R . A L L I R R I G A T I O N H E A D S O R L I N E S W H I C H A R E B R O K E N A N D F L O W W A T E R S H A L L B E R E P L A C E D / R E P A I R E D I M M E D I A T E L Y T O P R E V E N T T H E W A S T E O F W A T E R . M A I N T E N A N C E N O T E M E T R O P L E X A C O U S T I C A L I N C 2 0 2 0 E C O N T I N E N T L B L V D S O U T H L A K E , T X 7 6 0 9 2 - 9 7 6 8 O W N E R SOSOSOLELESOSO S O CRCRCRCRCR S O S O S O S O L O L O C O CO L E L E L E L E TXDHDYDYDYDYTXTXDHDHDHDHDHDYDYSPSPSPSPDHDHDHDH SPDHDYDYDYDYSPSPDHDHDHDH W M N R M P T Y T Y M P C R C R T Y T Y C R C R T Y D W D W D W C R C R C R D W D W D W D W C R C R C R C R DWDWDWNRNRNRNRNR C R SO BC4 BC4BC4BC4BC4 B C 4 B C 4 L O 4 L E D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B AJ - 213 sfAJ - 213 sf 4 6 8 s f - A J 2 1 3 s f - A J 2 1 3 s f - A J 3 1 3 s f - A J ABABABABABAB D B D B D B D B D B D B D B D B D B A B A B A B A B A B A B A B A B A B A B A B A B A B A B A B D B D B D B A B A B SP DYDYDYDY DHDHDH DHDHSPSP C O S P D Y D Y D Y D Y D H D H D H D H D H S P S P D H D Y D Y D Y S P S P S P D Y A J - 2 1 3 s f A J - 1 9 1 s f A J - 1 8 9 s f S c a l e 1 " = 2 0 ' 1 0 ' 4 0 ' 2 0 ' 0 ' MATCHLINE - S E E S H E E T L P - 3 MATCHLINE - SEE SHEET LP-2 DATENo.REVISION BY D A T E : S H E E T 3 / 1 9 / 2 0 2 1 C H E C K E D : R M D R A W N : C M R D E S I G N : C M R GMi HEADQUARTERS PHASE 2 S. NOLAN DRIVE SOUTHLAKE, TX 76092 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM T E X A S F I R M # 1 4 1 9 9 F i l e N o : 2 0 2 0 - 0 7 6 ( 8 0 0 ) 6 8 0 - 6 6 3 0 1 5 4 5 5 D a l l a s P k w y . , S t e 6 0 0 A d d i s o n , T X 7 5 0 0 1 w w w . E v e r g r e e n D e s i g n G r o u p . c o m E V E R G R E E N D E S I G N G R O U P LANDSCAPE PLANTING 1 OF 3 L P - 1 H I STE C C T T E SA E T S T A IREG 8 3 O F 3 5 E T X R L D R E C A A N D S E P A CHRIS T O P H E R M R O S E CHRIS T O P H E R M R O S E 0 3 - 1 9 - 2 0 2 1 C A N O P Y T R E E S C O D E B O T A N I C A L / C O M M O N N A M E B C 4 T A X O D I U M D I S T I C H U M B A L D C Y P R E S S C E 4 U L M U S C R A S S I F O L I A C E D A R E L M C O Q U E R C U S M U E H L E N B E R G I I C H I N K A P I N O A K L E U L M U S P A R V I F O L I A L A C E B A R K E L M L O Q U E R C U S V I R G I N I A N A S O U T H E R N L I V E O A K L O 4 Q U E R C U S V I R G I N I A N A S O U T H E R N L I V E O A K S O Q U E R C U S S H U M A R D I I S H U M A R D R E D O A K O R N A M E N T A L T R E E S C O D E B O T A N I C A L / C O M M O N N A M E C R L A G E R S T R O E M I A I N D I C A X F A U R I E I ` T U S C A R O R A ` T U S C A R O R A C R A P E M Y R T L E D W C H I L O P S I S L I N E A R I S ` B U B B A ` B U B B A D E S E R T W I L L O W M P P R U N U S M E X I C A N A M E X I C A N P L U M N R I L E X X ` N E L L I E R . S T E V E N S ` N E L L I E R . S T E V E N S H O L L Y R B C E R C I S C A N A D E N S I S E A S T E R N R E D B U D T Y I L E X V O M I T O R I A T R E E Y A U P O N W M M Y R I C A C E R I F E R A W A X M Y R T L E P H A S E 1 T R E E S C O D E B O T A N I C A L / C O M M O N N A M E P 1 P H A S E I T R E E I N S T A L L E D W I T H P H A S E I S H R U B S C O D E B O T A N I C A L / C O M M O N N A M E A B A B E L I A X G R A N D I F L O R A G L O S S Y A B E L I A D B I L E X C O R N U T A ` B U R F O R D I I N A N A ` D W A R F B U R F O R D H O L L Y D H R H A P H I O L E P I S I N D I C A ` P I N K I E ` P I N K I E I N D I A N H A W T H O R N D Y I L E X V O M I T O R I A ` N A N A ` D W A R F Y A U P O N H O L L Y E L E L A E A G N U S P U N G E N S E L E A G N U S S P S P I R A E A X ` B A I L C A R O L ` T M S U N D R O P S P I R E A T X L E U C O P H Y L L U M F R U T E S C E N S ` S I L V E R A D O ` T E X A S S A G E S H R U B A R E A S C O D E B O T A N I C A L / C O M M O N N A M E A J T R A C H E L O S P E R M U M A S I A T I C U M A S I A N J A S M I N E S C S E A S O N A L C O L O R S E L E C T E D B Y O W N E R S O D / S E E D C O D E B O T A N I C A L / C O M M O N N A M E C D C Y N O D O N D A C T Y L O N ` T I F 4 1 9 ` T I F 4 1 9 B E R M U D A G R A S S B C 4 C E 4 C O L E L O L O 4 S O C R D W M P N R R B T Y W M A B D B D H D Y E L S P T X P L A N T S C H E D U L E PHASE 1PHASE 2 PHASE 1PHASE 2 E X I S T I N G T R E E T O R E M A I N , T Y P . P R O P O S E D F E N C E PHASE I TREE, TYP.PROPOSED RETAININGWALL, TYP. P R O P O S E D R E T A I N I N G W A L L , T Y P . P R O P O S E D R E T A I N I N G W A L L , T Y P . E V E R G R E E N S H R U B H E D G E C R O O K E D L A N E BUFFERYARD TYPE F115'-0"WATER EASEMENT 1 0 ' - 0 " S E W E R E A S E M E N T 1 0 ' - 0 " W A T E R E A S E M E N T 1 0 ' - 0 " W A T E R E A S E M E N T 1 5 ' - 0 " W A T E R E A S E M E N T 1 0 ' - 0 " W A T E R E A S E M E N T 5 ' - 0 " W A T E R E A S E M E N T 5'-0"WATEREASEMENT 1 0 ' - 0 " S E W E R E A S E M E N T CO C O SOLOLOLOCOCO C O COWMWMTYTY W M C R M P M P M P M P M P M P M P M P TY CR CRCRTYNRMPMPNRMPMPTY CR CR CR CR TYTYMPMP MP MPDWDWBC4BC4CE4CE4CE4CO C E 4 C E 4 C E 4 C E 4 C E 4 C E 4 L O 4 L O 4 LO4LO4DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B DB DB DB DB DB DB DB DB DB DB D B SC - 118 sfSC - 118 sf DB DB DB D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B ABABABABDHDHDHDHDHDHDHDHDHDHDHDHDHDHDHDYDYDYDYDYDYDYDYDYDYDYDYSPSPSPSPSPSPTXTXTXABABABABABABABABABABABABABABABABABDYDYDYDYSPSPSPSPSPSPSPSPDHDHDHDHDH S c a l e 1 " = 2 0 ' 1 0 ' 4 0 ' 2 0 ' 0 ' MATCHLINE - SEE SHEET LP-2 DATENo.REVISION BY D A T E : S H E E T 3 / 1 9 / 2 0 2 1 C H E C K E D : R M D R A W N : C M R D E S I G N : C M R GMi HEADQUARTERS PHASE 2 S. NOLAN DRIVE SOUTHLAKE, TX 76092 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM T E X A S F I R M # 1 4 1 9 9 F i l e N o : 2 0 2 0 - 0 7 6 ( 8 0 0 ) 6 8 0 - 6 6 3 0 1 5 4 5 5 D a l l a s P k w y . , S t e 6 0 0 A d d i s o n , T X 7 5 0 0 1 w w w . E v e r g r e e n D e s i g n G r o u p . c o m E V E R G R E E N D E S I G N G R O U P LANDSCAPE PLANTING 2 OF 3 L P - 2 H I STE C C T T E SA E T S T A IREG 8 3 O F 3 5 E T X R L D R E C A A N D S E P A CHRIS T O P H E R M R O S E CHRIS T O P H E R M R O S E 0 3 - 1 9 - 2 0 2 1 C A N O P Y T R E E S C O D E B O T A N I C A L / C O M M O N N A M E B C 4 T A X O D I U M D I S T I C H U M B A L D C Y P R E S S C E 4 U L M U S C R A S S I F O L I A C E D A R E L M C O Q U E R C U S M U E H L E N B E R G I I C H I N K A P I N O A K L E U L M U S P A R V I F O L I A L A C E B A R K E L M L O Q U E R C U S V I R G I N I A N A S O U T H E R N L I V E O A K L O 4 Q U E R C U S V I R G I N I A N A S O U T H E R N L I V E O A K S O Q U E R C U S S H U M A R D I I S H U M A R D R E D O A K O R N A M E N T A L T R E E S C O D E B O T A N I C A L / C O M M O N N A M E C R L A G E R S T R O E M I A I N D I C A X F A U R I E I ` T U S C A R O R A ` T U S C A R O R A C R A P E M Y R T L E D W C H I L O P S I S L I N E A R I S ` B U B B A ` B U B B A D E S E R T W I L L O W M P P R U N U S M E X I C A N A M E X I C A N P L U M N R I L E X X ` N E L L I E R . S T E V E N S ` N E L L I E R . S T E V E N S H O L L Y R B C E R C I S C A N A D E N S I S E A S T E R N R E D B U D T Y I L E X V O M I T O R I A T R E E Y A U P O N W M M Y R I C A C E R I F E R A W A X M Y R T L E P H A S E 1 T R E E S C O D E B O T A N I C A L / C O M M O N N A M E P 1 P H A S E I T R E E I N S T A L L E D W I T H P H A S E I S H R U B S C O D E B O T A N I C A L / C O M M O N N A M E A B A B E L I A X G R A N D I F L O R A G L O S S Y A B E L I A D B I L E X C O R N U T A ` B U R F O R D I I N A N A ` D W A R F B U R F O R D H O L L Y D H R H A P H I O L E P I S I N D I C A ` P I N K I E ` P I N K I E I N D I A N H A W T H O R N D Y I L E X V O M I T O R I A ` N A N A ` D W A R F Y A U P O N H O L L Y E L E L A E A G N U S P U N G E N S E L E A G N U S S P S P I R A E A X ` B A I L C A R O L ` T M S U N D R O P S P I R E A T X L E U C O P H Y L L U M F R U T E S C E N S ` S I L V E R A D O ` T E X A S S A G E S H R U B A R E A S C O D E B O T A N I C A L / C O M M O N N A M E A J T R A C H E L O S P E R M U M A S I A T I C U M A S I A N J A S M I N E S C S E A S O N A L C O L O R S E L E C T E D B Y O W N E R S O D / S E E D C O D E B O T A N I C A L / C O M M O N N A M E C D C Y N O D O N D A C T Y L O N ` T I F 4 1 9 ` T I F 4 1 9 B E R M U D A G R A S S B C 4 C E 4 C O L E L O L O 4 S O C R D W M P N R R B T Y W M A B D B D H D Y E L S P T X P L A N T S C H E D U L E S . N O L E N D R I V E C R O O K E D L A N E 1 0 ' L A N D S C A P E B U F F E R 15'-0"WATER EASEMENTUNDERGROUNDSTORM STRUCTURE10'-0"SEWEREASEMENT E X I S T I N G T R E E T O R E M A I N , T Y P . PROPOSED FENCEPROPOSED RETAININGWALL, TYP.PROPOSED RETAININGWALL, TYP. 1 0 ' - 0 " W A T E R E A S E M E N T EVERGREEN SHRUB HEDGE EVERG R E E N S H R U B H E D G E EVERGREEN SHRUB HEDGE S T E E L E D G E B E T W E E N A L L S H R U B B E D S A N D G R A S S A R E A S STEEL E D G E B E T W E E N A L L SHRUB B E D S A N D G R A S S A R E A S 1 0 ' L A N D S C A P E B U F F E R BUFFERYARD TYPE D B U F F E R Y A R D T Y P E D BUFFERYARD TYPE F1 B U F F E R Y A R D T Y P E D CO D B L O LO SO C O NR NRWM WM NR NRWMNR NR NRWMWMMP MP NRMP WM WM NRNR TY T Y TY R B R B R B W M W M R B R B W M W M W M RB C R L O 4 L O 4 L O 4 L O 4 L O 4 L O 4 LO4LO4LO4LO4 NR TY NR TYTYTYTYCRCRCRCRTYNRNR D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B D B ELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELEL EL EL EL EL EL ELELEL S c a l e 1 " = 2 0 ' 1 0 ' 4 0 ' 2 0 ' 0 ' MATCHLIN E - S E E S H E E T L P - 1 DATENo.REVISION BY D A T E : S H E E T 3 / 1 9 / 2 0 2 1 C H E C K E D : R M D R A W N : C M R D E S I G N : C M R GMi HEADQUARTERS PHASE 2 S. NOLAN DRIVE SOUTHLAKE, TX 76092 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM T E X A S F I R M # 1 4 1 9 9 F i l e N o : 2 0 2 0 - 0 7 6 ( 8 0 0 ) 6 8 0 - 6 6 3 0 1 5 4 5 5 D a l l a s P k w y . , S t e 6 0 0 A d d i s o n , T X 7 5 0 0 1 w w w . E v e r g r e e n D e s i g n G r o u p . c o m E V E R G R E E N D E S I G N G R O U P LANDSCAPE PLANTING 3 OF 3 L P - 3 H I STE C C T T E SA E T S T A IREG 8 3 O F 3 5 E T X R L D R E C A A N D S E P A CHRIS T O P H E R M R O S E CHRIS T O P H E R M R O S E 0 3 - 1 9 - 2 0 2 1 C A N O P Y T R E E S C O D E B O T A N I C A L / C O M M O N N A M E B C 4 T A X O D I U M D I S T I C H U M B A L D C Y P R E S S C E 4 U L M U S C R A S S I F O L I A C E D A R E L M C O Q U E R C U S M U E H L E N B E R G I I C H I N K A P I N O A K L E U L M U S P A R V I F O L I A L A C E B A R K E L M L O Q U E R C U S V I R G I N I A N A S O U T H E R N L I V E O A K L O 4 Q U E R C U S V I R G I N I A N A S O U T H E R N L I V E O A K S O Q U E R C U S S H U M A R D I I S H U M A R D R E D O A K O R N A M E N T A L T R E E S C O D E B O T A N I C A L / C O M M O N N A M E C R L A G E R S T R O E M I A I N D I C A X F A U R I E I ` T U S C A R O R A ` T U S C A R O R A C R A P E M Y R T L E D W C H I L O P S I S L I N E A R I S ` B U B B A ` B U B B A D E S E R T W I L L O W M P P R U N U S M E X I C A N A M E X I C A N P L U M N R I L E X X ` N E L L I E R . S T E V E N S ` N E L L I E R . S T E V E N S H O L L Y R B C E R C I S C A N A D E N S I S E A S T E R N R E D B U D T Y I L E X V O M I T O R I A T R E E Y A U P O N W M M Y R I C A C E R I F E R A W A X M Y R T L E P H A S E 1 T R E E S C O D E B O T A N I C A L / C O M M O N N A M E P 1 P H A S E I T R E E I N S T A L L E D W I T H P H A S E I S H R U B S C O D E B O T A N I C A L / C O M M O N N A M E A B A B E L I A X G R A N D I F L O R A G L O S S Y A B E L I A D B I L E X C O R N U T A ` B U R F O R D I I N A N A ` D W A R F B U R F O R D H O L L Y D H R H A P H I O L E P I S I N D I C A ` P I N K I E ` P I N K I E I N D I A N H A W T H O R N D Y I L E X V O M I T O R I A ` N A N A ` D W A R F Y A U P O N H O L L Y E L E L A E A G N U S P U N G E N S E L E A G N U S S P S P I R A E A X ` B A I L C A R O L ` T M S U N D R O P S P I R E A T X L E U C O P H Y L L U M F R U T E S C E N S ` S I L V E R A D O ` T E X A S S A G E S H R U B A R E A S C O D E B O T A N I C A L / C O M M O N N A M E A J T R A C H E L O S P E R M U M A S I A T I C U M A S I A N J A S M I N E S C S E A S O N A L C O L O R S E L E C T E D B Y O W N E R S O D / S E E D C O D E B O T A N I C A L / C O M M O N N A M E C D C Y N O D O N D A C T Y L O N ` T I F 4 1 9 ` T I F 4 1 9 B E R M U D A G R A S S B C 4 C E 4 C O L E L O L O 4 S O C R D W M P N R R B T Y W M A B D B D H D Y E L S P T X P L A N T S C H E D U L E C R O O K E D L A N E PHASE 2 PHASE 1 PHASE 1PHASE 2 PHASE 1PHASE 2 E X I S T I N G T R E E T O R E M A I N , T Y P . PHASE I TREE, TYP. 1 0 ' - 0 " S E W E R E A S E M E N T EVERGREEN SHRUB HEDGE PROPOSED RETAININGWALL, TYP. E V E R G R E E N S H R U B H E D G E PHASE I TREE, TYP. 1 0 ' L A N D S C A P E B U F F E R B U F F E R Y A R D T Y P E D GENERALA.QUALIFICATIONS OF LANDSCAPE CONTRACTOR1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRMSPECIALIZING IN LANDSCAPE PLANTING.2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BEREQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATEISSUED BY THE TEXAS DEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER ACOMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUED BY EITHER THE TEXAS DEPARTMENTOF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD.B. SCOPE OF WORK1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALLMATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THATARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS.2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODESAND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCALAUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUNDUTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.)PRIOR TO THE START OF ANY WORK.PRODUCTSA. ALL MANUFACTURED PRODUCTS SHALL BE NEW.B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS:1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDEWELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS,EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, ANDDISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BEOF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCESWITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS,NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANYOTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).3. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BEIMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLEPLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTSAPPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BEACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TOTHE ACCEPTABILITY OF PLANT MATERIAL.4. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITHCENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNEALL DAMAGED TWIGS AFTER PLANTING.5. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS:SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES INCALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOURINCHES IN CALIPER.6. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROMTHE TOP OF THE ROOT BALL.7. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL,SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUTFROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALLBE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUMPERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED ASINDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THESUPPLIER INDICATING THE COMPOSITION OF THE SEED.E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGNMATTER, PLANTS, ROOTS, AND SEEDS.F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCHSIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERTCONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE ORANIMAL-BASED PRODUCTS SHALL BE USED.G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, ANDOTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOILREPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW).H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS ANDSUITABLE AS A TOP DRESSING OF TREES AND SHRUBS.I. WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPEFABRIC (OR APPROVED EQUAL).J. TREE STAKING AND GUYING1. STAKES: 6' LONG GREEN METAL T-POSTS.2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED,0.106 INCH DIAMETER.3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITHGROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE.M. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORYPAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVEDEQUAL.N. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THATIS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED.PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.METHODSA. SOIL PREPARATION1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADEOF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALLNOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.2. SOIL TESTING:a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOILSAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THEFOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTERCONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORONCONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OFSOIL.b. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORYALONG WITH THE SOIL SAMPLES.c. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAINRECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOILPREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANYOTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZERPROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILSREPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORTRECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THEOWNER WITH THE REPORT.4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THEFOLLOWING:a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BYMEANS OF ROTOTILLING AFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBSPER 1,000 S.F.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEb. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTSINTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEiv. IRON SULPHATE - 2 LBS. PER CU. YD.5. CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISHGRADE BEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUBAREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETEWALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKSAND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THETOP OF WALL.6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURETHAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP6" OF SOIL.B. GENERAL PLANTING1. REMOVE ALL NURSERY TAGS AND STAK E S F R O M P L A N T S . 2. EXCEPT IN AREAS TO BE PLANTED WIT H O R N A M E N T A L G R A S S E S , A P P L Y P R E - E M E R G E N T HERBICIDES AT THE MANUFACTURER'S R E C O M M E N D E D R A T E . 3. TRENCHING NEAR EXISTING TREES:a. CONTRACTOR SHALL NOT DISTUR B R O O T S 1 - 1 / 2 " A N D L A R G E R I N D I A M E T E R W I T H I N THE CRITICAL ROOT ZONE (CRZ) O F E X I S T I N G T R E E S , A N D S H A L L E X E R C I S E A L L POSSIBLE CARE AND PRECAUTION S T O A V O I D I N J U R Y T O T R E E R O O T S , T R U N K S , A N D BRANCHES. THE CRZ IS DEFINED A S A C I R C U L A R A R E A E X T E N D I N G O U T W A R D F R O M THE TREE TRUNK, WITH A RA D I U S E Q U A L T O 1 ' F O R E V E R Y 1 " O F T R U N K DIAMETER-AT-BREAST-HEIGHT (4.5' A B O V E T H E A V E R A G E G R A D E A T T H E T R U N K ) . b. ALL EXCAVATION WITHIN THE CR Z S H A L L B E P E R F O R M E D U S I N G H A N D T O O L S . N O MACHINE EXCAVATION OR TRENC H I N G O F A N Y K I N D S H A L L B E A L L O W E D W I T H I N T H E CRZ.c. ALTER ALIGNMENT OF PIPE TO AV O I D T R E E R O O T S 1 - 1 / 2 " A N D L A R G E R I N D I A M E T E R . WHERE TREE ROOTS 1-1/2" AND L A R G E R I N D I A M E T E R A R E E N C O U N T E R E D I N T H E FIELD, TUNNEL UNDER SUCH ROO T S . W R A P E X P O S E D R O O T S W I T H S E V E R A L L A Y E R S OF BURLAP AND KEEP MOIST. CLO S E A L L T R E N C H E S W I T H I N T H E C A N O P Y D R I P L I N E S WITHIN 24 HOURS.d. ALL SEVERED ROOTS SHALL BE H A N D P R U N E D W I T H S H A R P T O O L S A N D A L L O W E D T O AIR-DRY. DO NOT USE ANY SORT O F S E A L E R S O R W O U N D P A I N T S . C. TREE PLANTING1. TREE PLANTING HOLES SHALL BE EX C A V A T E D T O M I N I M U M W I D T H O F T W O T I M E S T H E WIDTH OF THE ROOTBALL, AND TO A DE P T H E Q U A L T O T H E D E P T H O F T H E R O O T B A L L L E S S TWO TO FOUR INCHES.2. SCARIFY THE SIDES AND BOTTOM OF T H E P L A N T I N G H O L E P R I O R T O T H E P L A C E M E N T O F THE TREE. REMOVE ANY GLAZING THAT M A Y H A V E B E E N C A U S E D D U R I N G T H E E X C A V A T I O N OF THE HOLE.3. FOR CONTAINER AND BOX TREES, TO R E M O V E A N Y P O T E N T I A L L Y G I R D L I N G R O O T S A N D OTHER ROOT DEFECTS, THE CONTRAC T O R S H A L L S H A V E A 1 " L A Y E R O F F O F T H E S I D E S AND BOTTOM OF THE ROOTBALL OF ALL T R E E S J U S T B E F O R E P L A C I N G I N T O T H E P L A N T I N G PIT. DO NOT "TEASE" ROOTS OUT FROM T H E R O O T B A L L . 4. INSTALL THE TREE ON UNDISTURBED S U B G R A D E S O T H A T T H E T O P O F T H E R O O T B A L L I S TWO TO FOUR INCHES ABOVE THE SURR O U N D I N G G R A D E . 5. BACKFILL THE TREE HOLE UTILIZING T H E E X I S T I N G T O P S O I L F R O M O N - S I T E . R O C K S LARGER THAN 1" DIA. AND ALL OTHER D E B R I S S H A L L B E R E M O V E D F R O M T H E S O I L P R I O R TO THE BACKFILL. SHOULD ADDITIONA L S O I L B E R E Q U I R E D T O A C C O M P L I S H T H I S T A S K , USE STORED TOPSOIL FROM ON-SITE O R I M P O R T A D D I T I O N A L T O P S O I L F R O M O F F - S I T E A T NO ADDITIONAL COST TO THE OWN E R . I M P O R T E D T O P S O I L S H A L L B E O F S I M I L A R TEXTURAL CLASS AND COMPOSITION IN T H E O N - S I T E S O I L . 6. THE TOTAL NUMBER OF TREE STAKES ( B E Y O N D T H E M I N I M U M S L I S T E D B E L O W ) W I L L B E LEFT TO THE LANDSCAPE CONTRACTOR' S D I S C R E T I O N . S H O U L D A N Y T R E E S F A L L O R L E A N , THE LANDSCAPE CONTRACTOR SHALL S T R A I G H T E N T H E T R E E , O R R E P L A C E I T S H O U L D I T BECOME DAMAGED. TREE STAKING SHA L L A D H E R E T O T H E F O L L O W I N G G U I D E L I N E S : a. 1"-2" TREESTWO S T A K E S P E R T R E E b. 2-1/2"-4" TREESTHRE E S T A K E S P E R T R E E c. TREES OVER 4" CALIPER GUY A S N E E D E D d. MULTI-TRUNK TREES THRE E S T A K E S P E R T R E E M I N I M U M , Q U A N T I T Y A N D POSITIONS AS NEEDED TO STABILI Z E T H E T R E E 7. UPON COMPLETION OF PLANTING, CON S T R U C T A N E A R T H W A T E R I N G B A S I N A R O U N D T H E TREE. COVER THE INTERIOR OF THE T R E E R I N G W I T H T H E W E E D B A R R I E R C L O T H A N D TOPDRESS WITH MULCH (TYPE AND DEP T H P E R P L A N S ) . D. SHRUB, PERENNIAL, AND GROUNDCOVER PLA N T I N G 1. DIG THE PLANTING HOLES TWICE AS W I D E A N D 2 " L E S S D E E P T H A N E A C H P L A N T ' S ROOTBALL. INSTALL THE PLANT IN TH E H O L E . B A C K F I L L A R O U N D T H E P L A N T W I T H S O I L AMENDED PER SOIL TEST RECOMMEND A T I O N S . 2. INSTALL THE WEED BARRIER CLOTH, O V E R L A P P I N G I T A T T H E E N D S . U T I L I Z E S T E E L STAPLES TO KEEP THE WEED BARRIER C L O T H I N P L A C E . 3. WHEN PLANTING IS COMPLETE, INSTAL L M U L C H ( T Y P E A N D D E P T H P E R P L A N S ) O V E R A L L PLANTING BEDS, COVERING THE ENTIRE P L A N T I N G A R E A . E. SODDING1. SOD VARIETY TO BE AS SPECIFIED ON T H E L A N D S C A P E P L A N . 2. LAY SOD WITHIN 24 HOURS FROM THE T I M E O F S T R I P P I N G . D O N O T L A Y I F T H E G R O U N D I S FROZEN.3. LAY THE SOD TO FORM A SOLID MASS W I T H T I G H T L Y F I T T E D J O I N T S . B U T T E N D S A N D S I D E S OF SOD STRIPS - DO NOT OVERLAP. S T A G G E R S T R I P S T O O F F S E T J O I N T S I N A D J A C E N T COURSES.4. ROLL THE SOD TO ENSURE GOOD CON T A C T O F T H E S O D ' S R O O T S Y S T E M W I T H T H E S O I L UNDERNEATH.5. WATER THE SOD THOROUGHLY WITH A F I N E S P R A Y I M M E D I A T E L Y A F T E R P L A N T I N G T O OBTAIN AT LEAST SIX INCHES OF PENET R A T I O N I N T O T H E S O I L B E L O W T H E S O D . F. CLEAN UP1. DURING LANDSCAPE PREPARATION AN D P L A N T I N G , K E E P A L L P A V E M E N T C L E A N A N D A L L WORK AREAS IN A NEAT, ORDERLY CON D I T I O N . 2. DISPOSED LEGALLY OF ALL EXCAVATED M A T E R I A L S O F F T H E P R O J E C T S I T E . G. INSPECTION AND ACCEPTANCE1. UPON COMPLETION OF THE WORK, TH E L A N D S C A P E C O N T R A C T O R S H A L L P R O V I D E T H E SITE CLEAN, FREE OF DEBRIS AND TR A S H , A N D S U I T A B L E F O R U S E A S I N T E N D E D . T H E LANDSCAPE CONTRACTOR SHALL THE N R E Q U E S T A N I N S P E C T I O N B Y T H E O W N E R T O DETERMINE FINAL ACCEPTABILITY.2. WHEN THE INSPECTED PLANTING W O R K D O E S N O T C O M P L Y W I T H T H E C O N T R A C T DOCUMENTS, THE LANDSCAPE CONT R A C T O R S H A L L R E P L A C E A N D / O R R E P A I R T H E REJECTED WORK TO THE OWNER'S SATI S F A C T I O N W I T H I N 2 4 H O U R S . 3. THE LANDSCAPE MAINTENANCE PERIO D W I L L N O T C O M M E N C E U N T I L T H E L A N D S C A P E WORK HAS BEEN RE-INSPECTED BY THE O W N E R A N D F O U N D T O B E A C C E P T A B L E . A T T H A T TIME, A WRITTEN NOTICE OF FINAL ACC E P T A N C E W I L L B E I S S U E D B Y T H E O W N E R , A N D T H E MAINTENANCE AND GUARANTEE PERIOD S W I L L C O M M E N C E . H. LANDSCAPE MAINTENANCE1. THE LANDSCAPE CONTRACTOR SHALL B E R E S P O N S I B L E F O R T H E M A I N T E N A N C E O F A L L WORK SHOWN ON THESE PLANS FO R 9 0 D A Y S B E Y O N D F I N A L A C C E P T A N C E O F A L L LANDSCAPE WORK BY THE OWNER. L A N D S C A P E M A I N T E N A N C E S H A L L I N C L U D E W E E K L Y SITE VISITS FOR THE FOLLOWING A C T I O N S ( A S A P P R O P R I A T E ) : P R O P E R P R U N I N G , RESTAKING OF TREES, RESETTING O F P L A N T S T H A T H A V E S E T T L E D , M O W I N G A N D AERATION OF LAWNS, WEEDING, RESEE D I N G A R E A S W H I C H H A V E N O T G E R M I N A T E D W E L L , TREATING FOR INSECTS AND DISEASE S , R E P L A C E M E N T O F M U L C H , R E M O V A L O F L I T T E R , REPAIRS TO THE IRRIGATION SYSTEM D U E T O F A U L T Y P A R T S A N D / O R W O R K M A N S H I P , A N D THE APPROPRIATE WATERING OF ALL P L A N T I N G S . T H E L A N D S C A P E C O N T R A C T O R S H A L L MAINTAIN THE IRRIGATION SYSTEM I N P R O P E R W O R K I N G O R D E R , W I T H S C H E D U L I N G ADJUSTMENTS BY SEASON TO MAXIMIZE W A T E R C O N S E R V A T I O N . 2. SHOULD SEEDED AND/OR SODDED ARE A S N O T B E C O V E R E D B Y A N A U T O M A T I C I R R I G A T I O N SYSTEM, THE LANDSCAPE CONTRACTO R S H A L L B E R E S P O N S I B L E F O R W A T E R I N G T H E S E AREAS AND OBTAINING A FULL, HEALT H Y S T A N D O F G R A S S A T N O A D D I T I O N A L C O S T T O THE OWNER.3. TO ACHIEVE FINAL ACCEPTANCE AT TH E E N D O F T H E M A I N T E N A N C E P E R I O D , A L L O F T H E FOLLOWING CONDITIONS MUST OCCUR:a. THE LANDSCAPE SHALL SHOW AC T I V E , H E A L T H Y G R O W T H ( W I T H E X C E P T I O N S M A D E FOR SEASONAL DORMANCY). ALL P L A N T S N O T M E E T I N G T H I S C O N D I T I O N S H A L L B E REJECTED AND REPLACED BY H E A L T H Y P L A N T M A T E R I A L P R I O R T O F I N A L ACCEPTANCE.b. ALL HARDSCAPE SHALL BE CLEAN E D P R I O R T O F I N A L A C C E P T A N C E . c. SODDED AREAS MUST BE ACTIVEL Y G R O W I N G A N D M U S T R E A C H A M I N I M U M H E I G H T OF 1 1/2 INCHES BEFORE FIRST M O W I N G . H Y D R O M U L C H E D A R E A S S H A L L S H O W ACTIVE, HEALTHY GROWTH. BAR E A R E A S L A R G E R T H A N T W E L V E S Q U A R E I N C H E S MUST BE RESODDED OR RE S E E D E D ( A S A P P R O P R I A T E ) P R I O R T O F I N A L ACCEPTANCE. ALL SODDED TURF S H A L L B E N E A T L Y M O W E D . I. WARRANTY PERIOD, PLANT GUARANTEE AND R E P L A C E M E N T S 1. THE LANDSCAPE CONTRACTOR SHALL G U A R A N T E E A L L T R E E S , S H R U B S , P E R E N N I A L S , S O D , SEEDED/HYDROMULCHED AREAS, AND I R R I G A T I O N S Y S T E M S F O R A P E R I O D O F O N E Y E A R FROM THE DATE OF THE OWNER'S FIN A L A C C E P T A N C E ( 9 0 D A Y S F O R A N N U A L P L A N T S ) . THE CONTRACTOR SHALL REPLACE, AT H I S O W N E X P E N S E A N D T O T H E S A T I S F A C T I O N O F THE OWNER, ANY PLANTS WHICH DIE I N T H A T T I M E , O R R E P A I R A N Y P O R T I O N S O F T H E IRRIGATION SYSTEM WHICH OPERATE IM P R O P E R L Y . 2. AFTER THE INITIAL MAINTENANCE PE R I O D A N D D U R I N G T H E G U A R A N T E E P E R I O D , T H E LANDSCAPE CONTRACTOR SHALL ONLY B E R E S P O N S I B L E F O R R E P L A C E M E N T O F P L A N T S WHEN PLANT DEATH CANNOT BE ATT R I B U T E D D I R E C T L Y T O O V E R W A T E R I N G O R O T H E R DAMAGE BY HUMAN ACTIONS.J. PROVIDE A MINIMUM OF (2) COPIES OF RECO R D D R A W I N G S T O T H E O W N E R U P O N C O M P L E T I O N OF WORK. A RECORD DRAWING IS A RECOR D O F A L L C H A N G E S T H A T O C C U R R E D I N T H E F I E L D AND THAT ARE DOCUMENTED TH R O U G H C H A N G E O R D E R S , A D D E N D A , O R CONTRACTOR/CONSULTANT DRAWING MARKU P S . PLANTING SPECIFICATIONS P L A N T I N G A T P A R K I N G A R E A S C A L E : N O T T O S C A L E D D I S T A N C E P E R P L A N 2 4 " M I N . T O E D G E O F M A T U R E C A N O P Y 2 3 4 1 1 C U R B . 2 M U L C H L A Y E R . 3 P L A N T . 4 T U R F ( W H E R E S H O W N O N P L A N ) . S T E E L E D G I N G S C A L E : N O T T O S C A L E C 1 R O L L E D - T O P S T E E L E D G I N G P E R P L A N S . 2 T A P E R E D S T E E L S T A K E S . 3 M U L C H , T Y P E A N D D E P T H P E R P L A N S . N O T E S : 1 ) I N S T A L L E D G I N G S O T H A T S T A K E S W I L L B E O N I N S I D E O F P L A N T I N G B E D . 2 ) B O T T O M O F E D G I N G S H A L L B E B U R I E D A M I N I M U M O F 1 " B E L O W F I N I S H G R A D E . 3 ) T O P O F M U L C H S H A L L B E 1 " L O W E R T H A N T O P O F E D G I N G . 1 2 3 4 4 F I N I S H G R A D E . 4 X 2 X 3 2 1 5 6 7 4 1 2 3 S H R U B , P E R E N N I A L , O R O R N A M E N T A L G R A S S . M U L C H , T Y P E A N D D E P T H P E R P L A N S . P L A C E N O M O R E T H A N 1 " O F M U L C H W I T H I N 6 " O F P L A N T C E N T E R . F I N I S H G R A D E . B A C K F I L L . A M E N D A N D F E R T I L I Z E O N L Y A S R E C O M M E N D E D I N S O I L F E R T I L I T Y A N A L Y S I S . R O O T B A L L . U N D I S T U R B E D N A T I V E S O I L . 3 " H I G H E A R T H E N W A T E R I N G B A S I N . 5 6 7 S H R U B A N D G R O U N D C O V E R P L A N T I N G S C A L E : N T S B T R E E P L A N T I N G S C A L E : N O T T O S C A L E A 5 6 7 4 1 8 9 1 1 1 0 1 2 P R E V A I L I N G W I N D S N O T E S : 1 . S C A R I F Y S I D E S O F P L A N T I N G P I T P R I O R T O S E T T I N G T R E E . 2 . R E M O V E E X C E S S S O I L A P P L I E D O N T O P O F T H E R O O T B A L L T H A T C O V E R S T H E R O O T F L A R E . T H E P L A N T I N G H O L E D E P T H S H A L L B E S U C H T H A T T H E R O O T B A L L R E S T S O N U N D I S T U R B E D S O I L , A N D T H E R O O T F L A R E I S 2 " - 4 " A B O V E F I N I S H G R A D E . 3 . F O R B & B T R E E S , C U T O F F B O T T O M 1 / 3 O F W I R E B A S K E T B E F O R E P L A C I N G T R E E I N H O L E , C U T O F F A N D R E M O V E R E M A I N D E R O F B A S K E T A F T E R T R E E I S S E T I N H O L E , R E M O V E A L L N Y L O N T I E S , T W I N E , R O P E , A N D O T H E R P A C K I N G M A T E R I A L . R E M O V E A S M U C H B U R L A P F R O M A R O U N D R O O T B A L L A S I S P R A C T I C A L . 4 . R E M O V E A L L N U R S E R Y S T A K E S A F T E R P L A N T I N G . 5 . F O R T R E E S 3 6 " B O X / 2 . 5 " C A L . A N D L A R G E R , U S E T H R E E S T A K E S O R D E A D M E N ( A S A P P R O P R I A T E ) , S P A C E D E V E N L Y A R O U N D T R E E . 6 . S T A K I N G S H A L L B E T I G H T E N O U G H T O P R E V E N T T R U N K F R O M B E N D I N G , B U T L O O S E E N O U G H T O A L L O W S O M E T R U N K M O V E M E N T I N W I N D . 1 2 3 T R E E C A N O P Y . C I N C H - T I E S ( 2 4 " B O X / 2 " C A L . T R E E S A N D S M A L L E R ) O R 1 2 G A U G E G A L V A N I Z E D W I R E W I T H N Y L O N T R E E S T R A P S A T T R E E A N D S T A K E ( 3 6 " B O X / 2 . 5 " C A L . T R E E S A N D L A R G E R ) . S E C U R E T I E S O R S T R A P S T O T R U N K J U S T A B O V E L O W E S T M A J O R B R A N C H E S . G R E E N S T E E L T - P O S T S . E X T E N D P O S T S 1 2 " M I N . I N T O U N D I S T U R B E D S O I L . 2 4 " X 3 / 4 " P . V . C . M A R K E R S O V E R W I R E S . P R E S S U R E - T R E A T E D W O O D D E A D M A N , T W O P E R T R E E ( M I N . ) . B U R Y O U T S I D E O F P L A N T I N G P I T A N D 1 8 " M I N . I N T O U N D I S T U R B E D S O I L . M U L C H , T Y P E A N D D E P T H P E R P L A N S . D O N O T P L A C E M U L C H W I T H I N 6 " O F T R U N K . F I N I S H G R A D E . B A C K F I L L . A M E N D A N D F E R T I L I Z E O N L Y A S R E C O M M E N D E D I N S O I L F E R T I L I T Y A N A L Y S I S . R O O T B A L L . U N D I S T U R B E D N A T I V E S O I L . 4 " H I G H E A R T H E N W A T E R I N G B A S I N . T R U N K F L A R E . C O N I F E R O U S T R E E P R E V A I L I N G W I N D S S T A K I N G E X A M P L E S ( P L A N V I E W ) 2 4 6 7 8 9 1 0 1 1 1 4 3 X R O O T B A L L D I A . 5 2 3 5 1 2 N O N - C O N I F E R O U S T R E E 1 3 1 3 F I N I S H G R A D E . R O O T B A R R I E R - P L A N V I E W S C A L E : N O T T O S C A L E E T Y P I C A L C U R B A N D G U T T E R T Y P I C A L P L A N T I N G A R E A L I N E A R R O O T B A R R I E R M A T E R I A L . S E E P L A N T I N G N O T E S F O R T Y P E A N D M A N U F A C T U R E R . I N S T A L L P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S . T R E E C A N O P Y T R E E T R U N K T Y P I C A L W A L K W A Y O R P A V I N G 1 2 3 4 5 6 1 4 2 3 5 6 5'5'5'5' O P E N L A N D S C A P E T O 1 0 ' P A R K W A Y O R I S L A N D N O T E S : 1 ) I N S T A L L R O O T B A R R I E R S N E A R A L L N E W L Y - P L A N T E D T R E E S T H A T A R E L O C A T E D W I T H I N F I V E ( 5 ) F E E T O F P A V I N G O R C U R B S . 2 ) B A R R I E R S S H A L L B E L O C A T E D I M M E D I A T E L Y A D J A C E N T T O H A R D S C A P E . U N D E R N O C I R C U M S T A N C E S S H A L L T H E C O N T R A C T O R U S E R O O T B A R R I E R S O F A T Y P E T H A T C O M P L E T E L Y E N C I R C L E T H E R O O T B A L L . DATENo.REVISION BY D A T E : S H E E T 3 / 1 9 / 2 0 2 1 C H E C K E D : R M D R A W N : C M R D E S I G N : C M R GMi HEADQUARTERS PHASE 2 S. NOLAN DRIVE SOUTHLAKE, TX 76092 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM T E X A S F I R M # 1 4 1 9 9 F i l e N o : 2 0 2 0 - 0 7 6 ( 8 0 0 ) 6 8 0 - 6 6 3 0 1 5 4 5 5 D a l l a s P k w y . , S t e 6 0 0 A d d i s o n , T X 7 5 0 0 1 w w w . E v e r g r e e n D e s i g n G r o u p . c o m E V E R G R E E N D E S I G N G R O U P LANDSCAPE DETAILS AND SPECIFICATIONS L P - 4 H I STE C C T T E SA E T S T A IREG 8 3 O F 3 5 E T X R L D R E C A A N D S E P A CHRIS T O P H E R M R O S E CHRIS T O P H E R M R O S E 0 3 - 1 9 - 2 0 2 1 10 PHASE 02 BUILDING "2" BUILDING "2" BUILDING "2" ELEVATIONS BUILDING "2" DATE: 03/19/2021 BUILDING "2" 10 PHASE 02 BUILDING "3" ELEVATIONS DATE: 03/19/2021 BUILDING "3" BUILDING "3" BUILDING "3"BUILDING "3" C 10 PHASE 02 BUILDING "4" ELEVATIONS DATE: 03/19/2021 BUILDING "4" BUILDING "4" C 10 PHASE 02 BUILDING "4" ELEVATIONS DATE: 03/19/2021 BUILDING "4" BUILDING "4" LOT 1 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 4 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T.LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 68 1 6 8 5 68 4 68 2 6 8 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 67 8 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 67 3 674 669 67 0 6 7 1 67 2 67 3 67 4 67 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 5 8 6 5 9 6 6 0 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 685 684 683 68 0 68 1 68 2 67 7 67 8 6 7 9 670 67 1 67 2 673 674 675 67 0 66 9 669 668 66 7 666 66 8 66 7 TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' S3 2 ° 1 1 ' 1 5 " W 93 . 0 8 ' N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' 8" PVC 8 " P V C 8 " P V C 8" P V C 8" P V C 6" W T R 6" W T R 8" WTR 8" WTR 1 2 " W T R 8 " W T R 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. PROP. BUILDING PHASE II PROP. BUILDING PHASE II PROP. BUILDING PHASE II FFE = 670.50 FFE = 671.00 FFE = 668.00 FFE = 678.00 PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RIDGE PROP. EXPOSED GRADE BEAM PHASE 1 PROPOSED BUILDING GR A D I N G P L A N C-1 LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING 699.50 NOTES: 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2.EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 700 695 GRADING VOLUMES CUT 31,899 CY FILL 12,502 CY NET 19,397 CY DA T E No . RE V I S I O N BY DATE: SHEET 3/18/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:ZA21-0018 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. LOT 1 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 4 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T.LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 68 1 6 8 5 68 4 68 2 6 8 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 67 8 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 67 3 674 669 67 0 6 7 1 67 2 67 3 67 4 67 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 5 8 6 5 9 6 6 0 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 68 5 684 683 68 0 68 1 68 2 67 7 67 8 6 7 9 670 67 1 67 2 673 674 675 67 0 66 9 669 668 66 7 666 66 8 66 7 AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' S3 2 ° 1 1 ' 1 5 " W 93 . 0 8 ' N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' EX-2 5.74 AC 13.80 CFS EX. CONCRETE FLUME AND HEADWALL ACCEPTING SITE FLOW EX-1 7.42 AC 17.84 CFS EX I S T I N G D R A I N A G E A R E A M A P C-2 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 3/18/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:ZA21-0018 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 LOT 1 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 4 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T.LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 68 1 6 8 5 68 4 68 2 6 8 5 6 8 2 6 8 3 6 8 4 6 8 5 68 1 680 681 682 679 678 677 67 8 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 67 2 67 3 674 669 67 0 6 7 1 67 2 67 3 67 4 67 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 6 8 1 6 8 2 68 3 68 4 6 8 5 6 6 9 6 7 0 6 7 1 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 5 8 6 5 9 66 0 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 68 5 684 683 68 0 68 1 68 2 67 7 67 8 6 7 9 670 67 1 67 2 673 674 675 67 0 66 9 669 668 66 7 666 66 8 66 7 SD-INLET-TOP=677.30 FL-HDPE=672.70 (W) SD-INLET-TOP=677.53 FL-HDPE=672.27 (S) SD-INLET-TOP=661.48 FL-RCP=656.28 (E) FL-RCP=564.35 SD-INLET-TOP=653.35 FL-RCP=631.34 (SE) FL-RCP=647.79 FL=RCP=647.72 SD-INLET-TOP=655.21 FL-RCP=651.29 (NW) FL-RCP=647.35 FL-RCP=647.23 SD-INLET-TOP=653.23 FL-RCP=648.73 (SE) AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' S3 2 ° 1 1 ' 1 5 " W 93 . 0 8 ' N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' FFE = 670.50 FFE = 671.00 FFE = 668.00 FFE = 678.00 PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RIDGE PROP. EXPOSED GRADE BEAM 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. C 0.86 AC 2.52 CFS B 0.84 AC 2.46 CFS A 6.53 AC 57.37 CFS D 4.93 AC 43.31 CFS PR O P O S E D D R A I N A G E A R E A M A P C-3 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 3/18/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:ZA21-0018 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 8" PVC 8 " P V C 8 " P V C 8" P V C 8" P V C 6" W T R 6" W T R 1 2 " W T R 8 " W T R 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T.LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' PROPOSED WET POND POND A PON D B PHASE 1 PROPOSED BUILDING 80,000 SF 57,500 SF (1ST FLOOR) 22,500 SF (2ND FLOOR) FFE = 678.00 PROP. DETENTION AREA EASEMENT 24 " H D P E @ 0 . 5 0 % 24 " H D P E @ 1 . 2 8 % INSTALL: 1 - 3'X3' GRATE INLET FL 24": 665.78 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 665.27 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 664.75 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 664.28 INSTALL: 1 - 5' CURB INLET FL 24": 664.92 CONNECT TO PROP. 24" STORM LINE INSTALL: 1 - 45° WYE FL 24": 663.33 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 663.69 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 662.69 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 661.31 CONNECT TO PROP. 5' MANHOLE (PHASE 1) FL 24": 660.13 INSTALL: 1 - 45° BEND FL 24": 660.93 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 650.66 INSTALL: 1 - 45° BEND FL 24": 663.98 INSTALL: 1 - 45° BEND FL 24": 663.91 INSTALL: 1 - 45° WYE FL 24": 663.63 PRO P . U N D E R G R O U N D DET E N T I O N S Y S T E M REMOVE PROP. 4'X4' WYE INLET (PHASE 1) INSTALL: 1 - 10' CURB INLET FL 24": 653.89 ST O R M D R A I N P L A N C-4 LEGEND PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED HEADWALL PROPOSED RIP RAP DA T E No . RE V I S I O N BY DATE: SHEET 3/18/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:ZA21-0018 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 PR E L I M I N A R Y D E T E N T I O N CA L C U L A T I O N S C-5 POND A - GMI POND PHASE 1 POND B - UNDERGROUND POND PHASE 2 DA T E No . RE V I S I O N BY DATE: SHEET 3/22/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:ZA21-0018 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING 8" PVC 8 " P V C 8 " P V C 8" P V C 8" P V C 6" W T R 6" W T R 1 2 " W T R 8 " W T R 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T.LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. SSMH-RIM=665.90 FL-PVC=654.90 (NE) SSMH-RIM=654.19 FL-PVC=645.64 (SE) FL-PVC=645.72 (NE) FL-PVC=645.77 (NW) FL-PVC=645.84 (NW) SSMH-RIM=654.10 FL-PVC=645.79 (SW) FL-PVC=645.75 (SE) SSMH-RIM=655.00 (LOCKED) SSMH-RIM=656.37 FL-PVC=647.52 (SW) FL-PVC=647.42 (NE) SSMH-RIM=653.88 FL-PVC=646.81 (SE) FL-PVC=646.84 (NW) FL-PVC=647.44 (NE) SSMH-RIM=654.28 FL-PVC=648.80 (SW) FL-PVC=647.24 (NE) SSMH-RIM=656.13 FL-PVC=647.84 (NW) FL-PVC=647.77 (SE) SSMH-RIM=672.27 (LOCKED) TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' 24 3 . 2 5 ' PHASE 1 PROPOSED BUILDING 80,000 SF 57,500 SF (1ST FLOOR) 22,500 SF (2ND FLOOR) FFE = 678.00 PROP. 6" FH SERVICE UNCAP 6" WATER LINE INSTALL: 78 LF OF 6" PVC 1 - FH ASSEMBLY PER CITY STANDARDS PROP. 6" FIRE SERVICE INSTALL: 5 LF OF 6" PVC 1 - 6" PLUG PROP. 2" DOM. SERVICE INSTALL: 5 FL OF 2" PVC 1 - 2" DOM. METER INSTALL: 1 - 2" DOM. METER INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 662.87 FL 8": 662.77 INSTALL: 1 - 4' MANHOLE W/ LID FL 8": INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 659.84 FL 8": 659.74 INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 658.44 FL 8": 658.34 INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 655.29 FL 8": 655.19 CONNECT TO EX. SSWR MANHOLE FL 8": ±649.73 8" SSWR @ 2.86% 8" S S W R @ 2 . 9 1 % 8 " S S W R @ 2 . 8 8 % 8" SS W R @ 2 . 0 0 % 8" S S W R @ 2 . 0 0 % INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 651.17 FL 8": 651.07 INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 652.42 FL 8": 652.32 8" SSWR @ 2.00%PROP. FHYD UT I L I T Y P L A N C-6 LEGEND EXISTING FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE AND GATE VALVE EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE S DA T E No . RE V I S I O N BY DATE: SHEET 3/18/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:ZA21-0018 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 PHASE 1 PROPOSED BUILDING 80,000 SF 57,500 SF (1ST FLOOR) 22,500 SF (2ND FLOOR) FFE = 678.00 7 1 . 8 1 S F F I R E R I S E R 5' U T I L I T Y E A S E M E N T 15 ' C O M M O N A C C E S S EA S E M E N T 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. LOT 1 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 4 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS DOC. No. D179550021 LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. LOT 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2R1R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T.LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S . N O L E N D R I V E C O N C R E T E R O A D W A Y 7 0 ' R . O . W . CRO O K E D L A N E ASP H A L T R O A D W A Y VAR I A B L E W I D T H R . O . W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. TBM X-CUT SET Z=654.51 Z=655.28 THOMAS E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 N89°19'39"E 868.70' S 3 7 ° 5 5 ' 3 1 " E 2 2 7 . 9 7 ' S4°38'46"W 14.75' S49 ° 2 6 ' 4 1 " W 116 . 5 2 ' S54 ° 0 9 ' 1 1 " W 291 . 4 7 ' S51 ° 1 7 ' 1 4 " W 75.4 2 ' S38 ° 1 5 ' 0 3 " W 69. 1 3 ' S3 3 ° 4 7 ' 0 8 " W 85 . 4 3 ' S2 7 ° 5 3 ' 2 3 " W 24 3 . 2 5 ' S3 2 ° 1 1 ' 1 5 " W 93 . 0 8 ' N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 ' N0 ° 3 4 ' 4 0 " W 62 5 . 3 7 ' PROP. ADA RAMP PROP. CONCRETE SIDEWALK PROP. ADA RAMP PROP. ADA RAMP PROP. CONCRETE SIDEWALK PROPOSED STAIRS TO SECOND FLOOR PROP. 6' PUBLIC SIDEWALK PROP. ADA RAMP PROP. 5' PUBLIC SIDEWALK PROP. 5' PUBLIC SIDEWALK CONNECT TO EX. 5' SIDEWALK PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK PROP. ADA RAMP PROP. ADA RAMP PROP. ADA RAMP PE D E S T R I A N A C C E S S P L A N LEGEND PROPOSED CONCRETE SIDEWALK PROPOSED PUBLIC SIDEWALK C-7 DA T E No . RE V I S I O N BY DATE: SHEET 3/18/2021 CHECKED:CLC DRAWN:CWP DESIGN:CWP File No:ZA21-0018 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 GM i H E A D Q U A R T E R S PH A S E I I 24 5 0 C R O O K E D L A N E SO U T H L A K E , T X 7 6 0 9 2 BENCHMARK: -TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 -TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 -CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 PRELIMINARY CLAYMOORE ENGINEERING 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20