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Item 6 - PlansS. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. 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) VILLAGE CENTER DRIVE PROPOSED LOT 2 FUTURE DEVELOPMENT 17,040 SF BUILDING 1.19 AC 0.32 AC R30' R54' EL.= 32'-0" T.O. PANEL EL.= 34'-0" T.O. PANEL 12'-0" 2'-0" 357'-6" 20'-8" 25'-3" 16'-0" 16'-0" 15'-4" 16'-4" 14'-1" 17'-3" 16'-0" 16'-0" 15'-4" 16'-4" 15'-4" 16'-0" 16'-0" 19'-11" 3'-3" 24'-4" 24'-0" 1'-3" 4" 25'-7" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 1'-1" 26'-4" 2'-0" 204'-10" 9" 24'-0" 24'-4" 3'-3" 19'-11" 16'-0" 16'-0" 15'-4" 16'-4" 15'-4" 16'-0" 18'-0" 14'-0" 15'-4" 16'-4" 15'-4" 16'-0" 16'-0" 24'-0" 24'-0" 24'-4" EL.= 13'-10" B.O. CANOPY 351'-4" 3'-6" 26'-0" 1'-1" 25'-0" 2'-0" 21'-0" 25'-0" 2'-0" 204'-2" 25'-0" 2'-0" 21'-0" 2'-0" 25'-0" 26'-0" 1'-1" EIFS ACCENT BAND STONE SPANDREL GLASS PAINTED TILT WALL DARK BRONZE STOREFRONT CLERESTORY W/ INTEGRATED LOUVER METAL CANOPY METAL PANEL WIRE RAILING STONE SPANDREL GLASS EIFS ACCENT BAND DARK BRONZE STOREFRONT METAL CANOPY PAINTED TILT WALL STONE PAINTED TILT WALL METAL PANEL METAL CANOPY WIRE RAILING METAL PANEL 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" WTR 6" WTR 8" WTR 8" WTR 12" WTR 8" WTR 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. MEADOW OAKS DOC. No. D179550021 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 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS 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 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.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. DOC. No. D179550021 MEADOW OAKS 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 DOC. No. D179550021 LOT 2 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 3 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS 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 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" WTR 6" WTR 8" WTR 8" WTR 12" WTR 8" WTR 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. MEADOW OAKS DOC. No. D179550021 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 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS 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 PRELIMINARY DETENTION CALCS C-5 No. DATE REVISION BY DATE: SHEET 8/16/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 POND A - GMI POND POND B - UNDERGROUND POND 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" WTR 6" WTR 8" WTR 8" WTR 12" WTR 8" WTR 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.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. 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 S. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. 6255 6254 6256 6257 6258 6259 6283 6264 6270 6271 6273 6272 6959 6960 6958 6957 6956 6951 9072 9074 9073 9071 6274 6276 6277 6274 6275 6279 6280 6281 6282 6269 6266 6261 6265 6260 6264 6263 6267 6262 6284 6285 6286 6287 6288 6291 6290 6289 6292 6293 6294 9100 9103 9098 9101 9099 9109 9102 9108 9107 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. DOC. No. D179550021 LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 6 MEADOW OAKS 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 No. DATE REVISION BY DATE: SHEET 8/17/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 TREE PRESERVATION PLAN (3 OF 3) TP-3 LO LO LO WM WM WM WM MP AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB CE CE CE BC BC BC BC BC CE CE CE CE TY TY TY TY TY TY TY TY TY CE CE CE CE CE CE CE CR CR CR CR CR CR CR DW DW DW DW DW DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB LO LO LO WM WM WM WM MP AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB AB BC BC BC BC BC TY TY TY TY TY TY TY TY TY TY TY CR CR TY TY TY No. DATE REVISION BY DATE: SHEET 8/25/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM PLOTTED BY: SCOTTFULWILER PLOT DATE: 7/20/2020 4:16 PM LOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWG LAST SAVED: 7/21/2020 1:53 PM TEXAS FIRM #14199 File No: 2020-076 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 H . U H N M O S A J E T S T A 3 O F 9 7 E T X R F P Y L-3 LANDSCAPE DETAILS WATER BASIN SHRUB PLANTING SEE PLAN TRIANGULAR SPACING SCALE: NONE EQUAL MULTI-TRUNK PLANTING PREPARE SOIL MIX AND FERTILIZER PER SPECS. TOP OF BALL OR ROOT CROWN WM LE LE LE LE LE RB CR CR CR CR CR CR CR TY TY TY TY TY WM WM RY RY DY DY DY DY PM PM PM PM DIH DIH DIH DIH DIH SP HD HD HD HD DIH DIH DIH DIH DIH HD HD DY DY DIH DIH DIH DIH DIH 10'- D Landscape Buffer Landscape Buffer 10'-F1 10'-D Landscape Buffer 10'- D 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.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. MEADOW OAKS DOC. No. D179550021 LOT 6 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. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH 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 EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' PROP. ADA RAMP PROP. CONCRETE SIDEWALK PROP. ADA RAMP PROP. ADA RAMP PROP. CONCRETE SIDEWALK PROPOSED STAIRS TO SECOND FLOOR EXISTING DRAINAGE SYSTEM IN PLACE ALONG S NOLEN DRIVE. REQUEST VARIANCE FOR PROPOSED SIDEWALK ALONG S NOLEN DRIVE. No. DATE REVISION BY DATE: SHEET 8/25/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 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 PEDESTRIAN ACCESS PLAN LEGEND PROPOSED CONCRETE SIDEWALK PROPOSED PUBLIC SIDEWALK C-7 Landscape Buffer LO AB AB AB AB 6" Cedar 7" Cedar 6" Cedar 14" Elm 30" Elm 7" Oak 18" Elm 14" Oak 16" Elm 6" Oak 6" Elm 20" Oak 25" Oak 18" Oak 12" Oak 6" Cedar 12" Elm 19" Cedar 11" Elm 7" Elm CORNERSTONE BUSINESS PARK 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. LEN DRIVE CRETE ROADWAY 70' R.O.W. ROW DEDICATION 10' - F1 NORTH EAST 1 10' - D EAST 2 10' - D PHASE 2 PHASE 2 30' BUILDING SETBACK 30' BUILDING SETBACK EL EL EL EL EL EL Shrub Screen Evergeen Shrub Screen Evergeen Shrub Screen Evergeen Phase 2 Planting Phase 1 Planting Phase 2 Planting Phase 1 Planting AB AB AB AB Interior Plantings Interior Plantings Interior Plantings Interior Plantings Bufferyard Plantings Bufferyard Plantings Shrub Screen Evergeen Bufferyard Plantings Bufferyard Plantings Bufferyard Plantings Interior Plantings Interior Plantings Bufferyard Plantings WM 4 No. DATE REVISION BY DATE: SHEET 8/25/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM PLOTTED BY: SCOTTFULWILER PLOT DATE: 7/20/2020 4:16 PM LOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWG LAST SAVED: 7/21/2020 1:53 PM TEXAS FIRM #14199 File No: 2020-076 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 H . U H N M O S A J E T S T A 3 O F 9 7 E T X R F P Y L-4 REMAINDER OF DEVELOPMENT LANDSCAPE PLAN 0 GRAPHIC SCALE 1 inch = 30 ft. 30 15 30 60 LANDSCAPE CALCULATIONS Building Floor Area 58,780 SF Phase 2 - Remainder of Development 11,756 SF 47,668 SF Parking Lot Landscape REQUIRED PROVIDED 70% 427 spaces parking between bldg. and R.O.W. 8,540 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 1,800 SF 1,764 SF 240 SF 236 SF 298 spaces 38 48 294 427 x 20 SF = 8,540 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED 470.19' 10' - F1 15 29 38 F1-Fence PROVIDED 470.19' 10' - F1 15 29 38 F1-Fence EAST 1 REQUIRED 235.37' 10' - D 10 12 43 none PROVIDED 235.37' 10' - D 10 12 43 none EAST 2 REQUIRED 682.02' 10' - D 28 35 123 none PROVIDED 682.02' 10' - D 28 35 123 none WEST REQUIRED N/A N/A N/A N/A N/A none PROVIDED N/A N/A N/A N/A N/A none TOTALS . . . 5 gal. Proposed Zoning I-1 1 per 500 1 per 250 1 per 40 15% 2% City of Southlake, Texas HATCH LEGEND Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) 1" ABOVE FIN. STEEL EDGING SEE PLAN GRADE PLACING PREPARED MIX SCARIFY BOTTOM OF PLANTING BED BEFORE EQUAL PREPARED SOIL MIX AND FERTILIZER (SEE SPECS) 12" 4" MULCH LAYER SCALE: NONE 4" NATIVE SOIL 4" MULCH LAYER 4" MULCH LAYER 12" DEPTH OF PLANTING MIX TRIANGULAR SPACING EQUAL EQUAL SCALE: NONE 2 3 4 GROUNDCOVER PLANTING 8" DETAIL FOR ARBOR-GUY REFER TO ANCHORING STEEL EDGING SEE PLAN CANOPY TREE PLANTING 1 SCALE: NONE 9973 FM 521 ROAD ROSHARON, TX 77583 PHONE: (281) 778-1400 FAX: (281) 778-1425 Solutions www.treestakesolutions.com UNDISTURBED SOIL NAIL STAKE ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE UNDISTURBED SOIL ROOT ANCHOR U-BRACKET ROOTBALL PLANTING HOLE TREE TREE NAIL STAKE PLANTING HOLE TREE U-BRACKET ROOT ANCHOR TREE TRUNK ROOTBALL 1. WITH TREE IN A STRAIGHT & PLUMB POSITION, CENTER THE APPROPRIATE ROOT ANCHOR SAFETY STAKE AROUND THE TRUNK, WITH RINGS LAYING FLAT AGAINST ROOTBALL, U-BRACKETS FACING UP. 2. INSERT 1 OF 3 NAIL STAKES THROUGH EACH OF THE U-BRACKETS. NAILS SHOULD REST IN THE UNDISTURBED SOIL AT THE BOTTOM OF THE TREE PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE OF THE ROOTBALL. (FOR HAND OR MACHINE DUG TREES, IT MAY BE NECESSARY TO PENETRATE 1" - 4" OF OUTER AREA OF THE ROOTBALL WITH THE NAIL.) 3. NAIL STAKES SHOULD BE DRIVEN STRAIGHT DOWN INTO THE UNDISTURBED SOIL BELOW THE ROOTBALL. THE NAILS ARE NOW CAGING THE ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS THE ROOTBALL DOWN. AFTER THE TREE STAKE IS INSTALLED, A LAYER OF MULCH CAN BE ADDED OVER THE STAKE. REMOVE ROOT ANCHOR AFTER TREE IS ESTABLISHED. ITEM # 5 BG 15 BG 30 BG 45/65 BG DESCRIPTION 5 GALLON OR 10" ROOTBALL 10/15 GALLON OR 17" ROOTBALL 20/30 GALLON OR 22" ROOTBALL 45/65 GALLON OR 27-30" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #4 X 24" #4 X 36" #4 X 36" #4 X 48" ITEM # 100 BG 150 BG 200 BG 300 BG DESCRIPTION 95/100 GALLON OR 36" ROOTBALL 150 GALLON OR 42" ROOTBALL 200 GALLON OR 48" ROOTBALL 300 GALLON OR 58" ROOTBALL NAIL LENGTH X 3PC (INCLUDED) #5 X 48" #5 X 60" #5 X 72" #5 X 72" ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART 0 GRAPHIC SCALE 1 inch = 30 ft. 30 15 30 60 Redbud Cercis canedensis 30 gal. 8' ht. 3" cal. Crapemyrtle Lagerstroemia indica 'Tuscarora' 30 gal. 8' ht. 3 trunk 3" cal. min. Elaeagnus Elaeagnus pungens 5 gal. 36" oc Dwarf Burford Holly Ilex cornuta 'Burfordii' nana Chinquapin Oak Quercus muhlenbergii Cedar Elm Ulmus crassifolia RB CR EL DB CO CE 4 ORNAMENTAL TREES SHRUBS & GROUNDCOVERS 39 16 6 96 86 44 13 PLANT LIST CANOPY TREES 7 LO 4 Live Oak Quercus virginiana TY Tree Yaupon Ilex vomitoria 30 gal. 8' ht. multi-trunk 3" cal. min. 4" cal. B&B 15' ht. 8' spread 4" cal. B&B 15' ht. 7' spread 3" cal. B&B 12' ht. 6' spread 7 SO Shumard Oak Quercus shumardi 3" cal. B&B 12' ht. 6' spread 5 gal. 36" oc 15 MP Mexican Plum Prunus mexicana 30 gal. 8' ht. 3" cal. 15 BC 4 Bald Cypress Taxodium distichum 4" cal. B&B 15' ht. 8' spread 6 NR Nellie R. Stevens Holly Ilex 'Nellie R. Stevens' 30 gal. 8' ht. 3" cal. 23 WM Wax Myrtle Myrica cerifera 30 gal. 8' ht. 3" cal. 395 SF SC Seasonal Color To be chosen by owner at time of planting 1 gal. 18" oc Red Yucca Hesperaloe parviflora 5 gal. 36" oc Texas Sage Leucophyllum frutescens 'Silverado' RY 23 TX 34 28 PM Pink Muhly Muhlenbergis capillaris 5 gal. 36" oc 5 gal. 36" oc 13 HD Harbor Dwf. Nandina Nandina ' Harbor Dwarf' 3 GL Giant Liriope Liriope gigantea 5 gal. 36" oc 1 gal. 24" oc 37 DIH Dwf. Indian Hawthorne Raphiolepsis indica 'Pinkie' 6 BA Barberry Berberis sp. 5 gal. 36" oc 5 gal. 36" oc 21 DY Dwarf Yaupon Ilex vomitoria 'nana' 5 gal. 36" oc 61 AB Abelia Abelia grandiflora 5 gal. 36" oc 16 SP Spirea Spirea sp. 5 gal. 36" oc 2,114 SF AJ Asian Jasmine Trachelospermum asiaticum 1 gal. 18" oc 9 DW Desert Willow Chilopsis linearis 'Bubba' 30 gal. 8' ht. 3" cal. 7 LE Lacebark Elm Ulmus parvifolia 3" cal. B&B 12' ht. 6' spread LANDSCAPE CALCULATIONS Building Floor Area 70,000 SF City of Southlake, Texas 10,500 SF 88,412 SF Parking Lot Landscape REQUIRED PROVIDED 49% 195 spaces parking between bldg. and R.O.W. 3,900 sf 7,294 sf 89% 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% 21 42 263 1,837 SF 1,575 SF 240 SF 210 SF 96 spaces 23 42 309 195 x 20 SF = 3,900 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED N/A N/A N/A N/A N/A N/A PROVIDED N/A N/A N/A N/A N/A N/A EAST REQUIRED N/A N/A N/A N/A N/A N/A PROVIDED N/A N/A N/A N/A N/A N/A EAST2 REQUIRED 299.7' 10' - D 12 15 54 N/A PROVIDED 299.7' 10' - D 12 15 54 N/A WEST REQUIRED 625.37' 10' - F1 19 38 50 F1 - Fence PROVIDED 625.37' 10' - F1 19 38 65 F1 - Fence SOUTH REQUIRED 453.1000 10' - F2 19 37 55 N/A PROVIDED 453.1000 10' - F2 19 37 55 N/A 5 gal. Proposed Zoning I-1 1 per 500 1 per 250 1 per 40 15% 2% GMI Development Phase 1 33 GC Green Cloud Sage Leucophyllum frutescens 5 gal. 36" oc 12 BO Bur Oak Quercus macrocarpa 3" cal. B&B 12' ht. 6' spread 9 LO Live Oak Quercus virginiana 3" cal. B&B 12' ht. 6' spread TY CO CO CO LE LO RB RB CR RB WM WM WM WM EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL RY RY DIH PM PM 320 SF AJ 320 SF AJ 1 0'-F2 Landscape Buffer 10'-D Landscape Buffer 11" Oak 7" Locust 18" Oak 16" Elm 12" Elm 14" Elm LO LO LO LO 8" Hack 13" Elm 10" Pecan 9" Hack BC BC BC TY TY TY TY TY TY TY MP MP MP WM WM WM WM AB AB AB AB AB AB AB AB AB TY TY TY TY BC BC DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB 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. ROW DEDICATION 10' - F2 SOUTH PHASE 2 25' BUILDING SETBACK EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL Shrub Screen Evergeen Phase 2 Planting Phase 1 Planting CE CR CR BC BC BC BC BC MP MP MP MP MP MP MP MP MP MP MP AB AB AB AB AB AB AB AB AB AB AB AB AB AB Bufferyard Plantings Bufferyard Plantings BO BO BO BO BO BO LO LO LO WM WM WM WM WM WM WM WM LO LO LO 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 No. DATE REVISION BY DATE: SHEET 8/25/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM PLOTTED BY: SCOTTFULWILER PLOT DATE: 7/20/2020 4:16 PM LOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWG LAST SAVED: 7/21/2020 1:53 PM TEXAS FIRM #14199 File No: 2020-076 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 H . U H N M O S A J E T S T A 3 O F 9 7 E T X R F P Y L-2 LANDSCAPE PLAN 0 GRAPHIC SCALE 1 inch = 30 ft. 30 15 30 60 TREE LEGEND Canopy Trees Ornamental Trees LO Live Oak SO Shumard Oak CR Crapemyrtle Install 4" steel edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4. Shrub beds to have 8 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities. HATCH LEGEND Desert Willow CO Chinquapin Oak CE Cedar Elm TY Tree Yaupon BC Bald Cypress LE Lacebark Elm DW Redbud RB MP Mexican Plum Nellie R. Stevens Holly NR WM Wax Myrtle MATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN SHRUB LEGEND Asian Jasmine Seasonal Color Elaeagnus Dwarf Burford Holly EL DB SC Seasonal Color Red Yucca Texas Sage RY TX PM Pink Muhly HD Harbor Dwf. Nandina GL Giant Liriope DIH Dwf. Indian Hawthorne BA Barberry DY Dwarf Yaupon AB Abelia SP Spirea AJ Asian Jasmine Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB CO CO CO CO LE LE LE LE LE LE SO SO SO SO SO SO SO LO LO RB RB RB RB CR CR CR CR CR CR CR CR CR CR CR CR TY TY TY TY TY TY TY RB RB RB RB RB RB NR NR NR NR NR NR WM WM WM RY RY RY RY PM DY DY DY DY PM PM PM RY RY RY RY DY DY DY DY PM PM PM PM DIH DIH DIH DIH DIH SP SP SP SP HD HD HD HD DIH DIH DIH DIH DIH HD HD HD HD TX TX TX TX TX DY DY DY DY DIH DIH DIH DIH DIH 395 sf Seasonal Color SP SP SP SP RY RY RY RY RY RY RY TX TX TX TX TX TX PM PM PM PM PM PM DY DY DY DY SP SP SP SP DIH DIH DIH DIH DIH PM PM PM PM PM PM RY RY RY RY RY RY RY RY RY TX TX TX TX TX TX DY DY DY DY DY DIH DIH DIH DIH DIH SP SP SP SP RY HD HD HD HD HD AB AB AB AB AB AB AB BA BA BA BA BA BA TX TX TX TX TX TX GL GL GL RY RY RY RY RY RY RY RY RY DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH PM PM PM PM PM PM PM PM 382 SF AJ 677 SF AJ 415 SF AJ 10'- F1 Landscape Buffer 10'- F1 Landscape Buffer 11" Mesquite 11" Mesquite 18" Mesquite CR CR RB 6" Cedar MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 5' UTILITY EASEMENT 10' - F1 WEST PHASE 1 10' BUILDING SETBACK 15' BUILDING SETBACK Phase 2 Planting Phase 1 Planting CE CE CE CE CE CE CE CE CR CR DB DW DW DW DW CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR Bufferyard Plantings Interior Plantings Interior Plantings BO BO BO TY TY TY BO BO BO TY TY TY 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 No. DATE REVISION BY DATE: SHEET 8/25/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM PLOTTED BY: SCOTTFULWILER PLOT DATE: 7/20/2020 4:16 PM LOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWG LAST SAVED: 7/21/2020 1:53 PM TEXAS FIRM #14199 File No: 2020-076 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 H . U H N M O S A J E T S T A 3 O F 9 7 E T X R F P Y L-1 LANDSCAPE PLAN 0 GRAPHIC SCALE 1 inch = 30 ft. 30 15 30 60 TREE LEGEND Canopy Trees Ornamental Trees LO Live Oak SO Shumard Oak CR Crapemyrtle Install 4" steel edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4. Shrub beds to have 8 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities. HATCH LEGEND Desert Willow CO Chinquapin Oak CE Cedar Elm TY Tree Yaupon BC Bald Cypress LE Lacebark Elm DW RB Redbud MP Mexican Plum Nellie R. Stevens Holly NR WM Wax Myrtle MATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN SHRUB LEGEND Asian Jasmine Seasonal Color Elaeagnus Dwarf Burford Holly EL DB SC Seasonal Color Red Yucca Texas Sage RY TX PM Pink Muhly HD Harbor Dwf. Nandina GL Giant Liriope DIH Dwf. Indian Hawthorne BA Barberry DY Dwarf Yaupon AB Abelia SP Spirea AJ Asian Jasmine Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) TY TY CR CR CR CR CR CR CR CR CR DW DW DW DW DW TY TY TY TY DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB CO CO CO CO CO CO LE LE LE LE LE LE LE SO SO SO SO SO SO SO LO LO LO RB RB RB RB RB CR CR CR CR CR CR CR CR CR CR CR CR TY TY TY TY TY TY TY RB RB RB RB RB RB RB WM WM WM WM NR NR NR NR NR NR WM WM WM RY RY RY RY PM DY DY DY DY PM PM PM RY RY RY RY DY DY DY DY PM PM PM PM DIH DIH DIH DIH DIH SP SP SP SP HD HD HD HD DIH DIH DIH DIH DIH HD HD HD HD TX TX TX TX TX DY DY DY DY DIH DIH DIH DIH DIH 395 sf Seasonal Color EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL SP SP SP SP RY RY RY RY RY RY RY TX TX TX TX TX TX PM PM PM PM PM PM DY DY DY DY SP SP SP SP DIH DIH DIH DIH DIH PM PM PM PM PM PM RY RY RY RY RY RY RY RY RY TX TX TX TX TX TX DY DY DY DY DY DIH DIH DIH DIH DIH SP SP SP SP RY HD HD HD HD HD AB AB AB AB AB AB AB BA BA BA BA BA BA TX TX TX TX TX TX GL GL GL RY RY RY RY RY RY RY RY RY DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH DIH PM PM PM PM PM PM PM PM 382 SF AJ 677 SF AJ 320 SF AJ 320 SF AJ 415 SF AJ 10'-F2 Landscape Buffer 10'- F1 Landscape Buffer 10'-D Landscape Buffer 10'- D Landscape Buffer 10'- F1 Landscape Buffer Landscape Buffer 10'-F1 10'-D Landscape Buffer 10'- D Landscape Buffer 11" Oak 7" Locust 18" Oak 16" Elm 12" Elm 14" Elm LO LO LO LO 8" Hack 13" Elm 10" Pecan 9" Hack BC BC BC TY TY TY TY TY TY TY MP MP MP WM WM WM WM AB AB AB AB AB AB AB AB AB TY TY TY TY 11" Mesquite 11" Mesquite 18" Mesquite CR BC BC DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB DB CR RB 7" Cedar 6" Cedar 6" Cedar 14" Elm 30" Elm 7" Oak 18" Elm 14" Oak 16" Elm 6" Oak 6" Elm 20" Oak 25" Oak 18" Oak 12" Oak 6" Cedar 12" Elm 19" Cedar 11" Elm 7" Elm 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 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. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT ROW DEDICATION ROW DEDICATION 10' - F1 NORTH EAST 1 10' - D EAST 2 10' - D 10' - F2 SOUTH 10' - F1 WEST PHASE 1 PHASE 2 PHASE 2 10' BUILDING SETBACK 15' BUILDING SETBACK 25' BUILDING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL EL Shrub Screen Evergeen Shrub Screen Evergeen Shrub Screen Evergeen Shrub Screen Evergeen Phase 2 Planting Phase 1 Planting Phase 2 Planting Phase 1 Planting CE CE CE CE CE CE CE CE CE CR CR DB DW DW DW DW CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR BC BC BC BC BC MP MP MP MP MP MP MP MP MP MP MP AB AB AB AB AB AB AB AB AB AB AB AB AB AB Bufferyard Plantings Bufferyard Plantings Bufferyard Plantings Interior Plantings Interior Plantings Interior Plantings Interior Plantings Interior Plantings Interior Plantings Bufferyard Plantings Bufferyard Plantings Shrub Screen Evergeen Bufferyard Plantings Bufferyard Plantings Bufferyard Plantings Interior Plantings Interior Plantings Bufferyard Plantings BO BO BO BO BO BO LO LO LO WM WM WM WM WM WM WM WM BO BO BO TY TY TY BO BO BO TY TY TY LO LO LO 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 No. DATE REVISION BY DATE: SHEET 8/25/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM PLOTTED BY: SCOTTFULWILER PLOT DATE: 7/20/2020 4:16 PM LOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWG LAST SAVED: 7/21/2020 1:53 PM TEXAS FIRM #14199 File No: 2020-076 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 H . U H N M O S A J E T S T A 3 O F 9 7 E T X R F P Y L-0 OVERALL LANDSCAPE PLAN TREE LEGEND Canopy Trees Ornamental Trees LO Live Oak SO Shumard Oak CR Crapemyrtle SHRUB LEGEND Install 4" steel edging between all shrub beds and grass areas. Install 4" layer of shredded hardwood mulch to all planting beds. The project will have an undergound automatic irrigation system to water all new plantings. LANDSCAPE NOTES 1. 2. 3. 4. Shrub beds to have 8 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities. HATCH LEGEND Desert Willow Asian Jasmine CO Chinquapin Oak CE Cedar Elm TY Tree Yaupon Seasonal Color 0 GRAPHIC SCALE 1 inch = 50 ft. 50 25 50 100 Elaeagnus Dwarf Burford Holly EL DB SC Seasonal Color Red Yucca Texas Sage RY TX PM Pink Muhly HD Harbor Dwf. Nandina GL Giant Liriope DIH Dwf. Indian Hawthorne BA Barberry DY Dwarf Yaupon AB Abelia SP Spirea AJ Asian Jasmine BC Bald Cypress LE Lacebark Elm DW Redbud RB MP Mexican Plum Nellie R. Stevens Holly NR WM Wax Myrtle Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 6255 6254 6256 6257 6258 6259 6283 6264 6270 6271 6273 6272 6959 6960 6958 6957 6956 6951 9072 9074 9073 9071 6274 6276 6277 6274 6275 6279 6280 6281 6282 6269 6266 6261 6265 6260 6264 6263 6267 6262 6284 6285 6286 6287 6288 6291 6290 6289 6292 6293 6294 9100 9103 9098 9101 9099 9109 9102 9108 9107 9111 9238 6813 9239 9240 9241 9242 9237 9236 6295 6297 6299 6296 6401 6300 6298 6402 6403 9124 9123 9105 9106 9122 9121 644 9118 6405 6406 6407 6408 6826 9006 9064 9066 9067 9068 9070 9125 9163 9162 9164 9161 9177 9243 9244 9246 9256 92609261 9263 9264 9112 9095 9096 9092 9093 9094 9183 9184 9182 9186 9185 9091 9090 9128 9129 9152 9136 9135 9137 9134 9133 9131 9130 9139 9140 9142 9141 9226 9147 9225 9143 9144 9189 9138 9197 9196 9199 9200 9195 9201 9194 92089206 6814 6815 9204 9205 9209 9210 9213 9211 9203 9190 9191 9212 9148 9145 9149 9188 9150 9151 6816 6820 6818 6819 6817 9215 9216 9214 9218 9217 9222 9219 9220 9221 9223 9224 9175 9174 9167 9168 9165 9166 9181 9171 9173 9172 9176 9178 9179 9180 9160 9159 9158 9157 9156 9155 9154 9088 9089 9097 9087 9086 9085 9083 9084 9082 9081 9080 9079 9115 9104 9114 9117 9120 9119 9113 9058 9116 9057 9054 9053 9049 9048 9046 9047 9045 6821 6822 6823 6824 9036 9035 9037 6825 9038 9009 9039 9034 9033 9044 9043 9042 9050 9051 9052 9056 9055 9020 9027 9025 9026 9024 6994 6993 6992 6990 6988 6987 6989 6986 6991 6982 6981 6979 6980 6984 6985 6828 6827 9005 9004 9003 9002 9001 6978 6977 6975 6976 6968 6971 6974 6983 6966 6967 6964 6963 6926 6973 6962 6961 6912 6917 6916 6914 6913 6911 6915 6910 6909 6908 6906 6907 6905 6902 6903 6904 6833 6830 6831 6832 6848 6849 6850 6852 6851 6853 6855 6834 6856 6918 6919 6920 6854 9075 9076 9077 9078 9069 6943 6942 6950 6944 6949 6948 6945 6947 6946 6941 6940 6939 6938 6935 6934 6933 6932 6931 6879 6879 6880 6881 6882 6883 6884 6886 6885 6887 6893 6892 6930 6894 6896 6891 6888 6890 6898 6889 6897 6900 6899 6895 6847 6846 6845 6844 6870 6871 6843 6869 6874 6872 6873 6876 6875 6877 6867 6868 6862 6842 6840 6839 6838 6861 6837 6859 6860 6863 6864 6866 6865 6901 6929 6858 6857 6836 6835 9007 9008 9013 6999 6997 7000 6998 6995 6996 9014 9012 9011 9010 9040 9032 9029 9030 9041 9031 9015 9016 9017 9019 9018 9021 9022 9023 9110 9127 9255 9235 9266 9265 9249 9248 9247 9250 9251 9252 9253 9254 9262 9257 9258 9259 9232 9231 9230 9233 9234 9245 6829 6970 6969 6952 6953 6955 6954 6937 6936 9065 6928 6927 9063 6921 6922 6923 6924 6925 9061 9062 9060 9059 6811 9169 9153 9132 9028 9193 9192 9207 1441 1440 1440 AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' No. DATE REVISION BY DATE: SHEET 8/17/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 TREE PRESERVATION PLAN (2 OF 3) TP-2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 9111 9238 6813 9239 9240 9241 9242 9237 9236 6295 6297 6299 6296 6401 6300 6298 6402 6403 9124 9123 9105 9106 9122 9121 644 9118 6405 6406 6407 6408 6826 9006 9064 9066 9067 9068 9070 9125 9163 9162 9164 9161 9177 9243 9244 9246 9256 92609261 9263 9264 9112 9095 9096 9092 9093 9094 9183 9184 9182 9186 9185 9091 9090 9128 9129 9152 9136 9135 9137 9134 9133 9131 9130 9139 9140 9142 9141 9226 9147 9225 9143 9144 9189 9138 9197 9196 9199 9200 9195 9201 9194 92089206 6814 6815 9204 9205 9209 9210 9213 9211 9203 9190 9191 9212 9148 9145 9149 9188 9150 9151 6816 6820 6818 6819 6817 9215 9216 9214 9218 9217 9222 9219 9220 9221 9223 9224 9175 9174 9167 9168 9165 9166 9181 9171 9173 9172 9176 9178 9179 9180 9160 9159 9158 9157 9156 9155 9154 9088 9089 9097 9087 9086 9085 9083 9084 9082 9081 9080 9079 9115 9104 9114 9117 9120 9119 9113 9058 9116 9057 9054 9053 9049 9048 9046 9047 9045 6821 6822 6823 6824 9036 9035 9037 6825 9038 9009 9039 9034 9033 9044 9043 9042 9050 9051 9052 9056 9055 9020 9027 9025 9026 9024 6994 6993 6992 6990 6988 6987 6989 6986 6991 6982 6981 6979 6980 6984 6985 6828 6827 9005 9004 9003 9002 9001 6978 6977 6975 6976 6968 6971 6974 6983 6966 6967 6964 6963 6926 6973 6962 6961 6912 6917 6916 6914 6913 6911 6915 6910 6909 6908 6906 6907 6905 6902 6903 6904 6833 6830 6831 6832 6848 6849 6850 6852 6851 6853 6855 6834 6856 6918 6919 6920 6854 9075 9076 9077 9078 9069 6943 6942 6950 6944 6949 6948 6945 6947 6946 6941 6940 6939 6938 6935 6934 6933 6932 6931 6879 6879 6880 6881 6882 6883 6884 6886 6885 6887 6893 6892 6930 6894 6896 6891 6888 6890 6898 6889 6897 6900 6899 6895 6847 6846 6845 6844 6870 6871 6843 6869 6874 6872 6873 6876 6875 6877 6867 6868 6862 6842 6840 6839 6838 6861 6837 6859 6860 6863 6864 6866 6865 6901 6929 6858 6857 6836 6835 9007 9008 9013 6999 6997 7000 6998 6995 6996 9014 9012 9011 9010 9040 9032 9029 9030 9041 9031 9015 9016 9017 9019 9018 9021 9022 9023 9110 9127 9255 9235 9266 9265 9249 9248 9247 9250 9251 9252 9253 9254 9262 9257 9258 9259 9232 9231 9230 9233 9234 9245 6829 6970 6969 6952 6953 6955 6954 6937 6936 9065 6928 6927 9063 6921 6922 6923 6924 6925 9061 9062 9060 9059 6811 9169 9153 9132 9028 9193 9192 9207 1441 1440 1440 681 685 684 682 685 682 683 684 685 681 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 672 673 674 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 669 670 671 672 673 674 675 676 658 659 660 661 662 663 664 666 685 684 683 680 681 682 677 678 679 670 671 672 673 674 675 670 669 669 668 667 666 668 667 AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. FFE = 670.00 FFE = 671.00 FFE = 668.00 FFE = 678.00 678.30 680.01 678.78 681.03 679.50 683.76 682.20 685.36± ME ???± ME 680.94 681.54 675.00 675.18 675.30 675.24 674.82 676.01 676.85 677.13 677.73 677.73 676.89 676.73 676.36 676.12 676.43 676.77 676.41 676.53 676.16 675.81 675.57 676.05 676.53 677.27 676.51 676.77 677.85 677.60 677.84 678.37 678.29 677.55 677.86 678.11 674.22 673.70 670.96 671.16 669.96 670.67 669.28 670.24 669.76 669.25 669.01 669.28 668.77 669.01 668.83 668.59 668.68 668.50 668.80 669.24 669.45 669.21 667.06 666.82 666.73 666.43 668.41 667.17 668.45 668.50 667.39 668.52 667.39 668.19 667.95 667.65 667.89 666.79 667.09 667.27 661.90 662.56 661.89 661.78 662.40 662.58 666.97 659.68 659.92 659.62 659.38 653.58± ME 653.34± ME 653.11± ME 653.75± ME 658.70 659.00 658.70 658.41 660.18 659.71 659.90 664.08 664.07 665.44 669.38 669.34 669.42 669.42 669.42 669.42 669.24 669.24 669.41 669.42 668.78 668.69 668.69 668.78 667.87 667.94 667.94 677.55 677.55 677.74 677.74 677.27 677.45 677.27 677.45 PROP. RIDGE 675.39 675.34 675.52 675.76 676.00 675.76 675.81 677.07 677.25 677.25 677.07 677.26 677.08 677.26 677.08 678.00 678.00 678.00 678.00 671.00 671.00 670.00 670.00 670.00 670.00 671.00 671.00 668.00 668.00 668.00 668.00 668.00 667.12 668.00 664.89 672.54 667.92 668.10 No. DATE REVISION BY DATE: SHEET 8/17/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 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 TP-1 TREE PRESERVATION PLAN (1 OF 3) N.T.S. VICINITY MAP FM 1709 - SOUTHLAKE BLVD S. KIMBALL AVE. NOLEN DRIVE SILICON DR. KIMBALL HILL CT EASTWOOD DR. MANCHESTER CT N.T.S. ENGINEER CLAYMOORE ENGINEERING 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM ARCHITECT O'BRIEN 5310 HARVEST HILL RD. STE. 136 DALLAS, TX 75230 972.788.1010 CONTACT: SEAN O'BRIEN OWNER ZADA M WHITE ESTATE TRUCST 425 RIDGE DR. GRAPEVING, TX 76051 ANDREW JAMES N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED TREE PRESERVATION SUMMARY GROSS SITE AREA 573,412 SF EXISTING CANOPY TREE TOTAL AREA 244,826 SF EXISTING TREE CANOPY TO BE REMOVED EXISTING TREE CANOPY TO REMAIN **NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY TREE REPLACEMENT & PROTECTION PROCEDURES FOR THE CITY OF SOUTHLAKE - SEE SEC. 9.5.379 - TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. 182,104 SF 62,722 SF SEE TREE SURVEY FOR SIZE AND SPECIES 74.4% 25.6% 42.7% MARGINAL TREES LIMITS OF PROPOSED GRADING SITE CROOKED LN 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. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. SSMH-RIM=676.65 FL-PVC=665.20 (E) FL-PVC=665.12 (N) SSMH-RIM=676.67 FL-PVC=664.88 (E) FL-PVC=664.77 (W) 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 EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' N52°27'12"W 453.10' N0°34'40"W 625.37' INSTALL: 1 - 45° BEND CONNECT TO EX. WATER STUB INSTALL: 1 - 8" GATE VALVE INSTALL: 1 - 45° BEND INSTALL: 1 - 45° BEND INSTALL: 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 25 LF OF 6" FIRE LINE INSTALL: 1 - 45° BEND INSTALL: 1 - 45° BEND INSTALL: 1 - 45° BEND INSTALL: 1 - 2" CORP. STOP. 14 LF OF 2" IRR. LINE 1 - 2" IRR. METER PER CITY STANDARD DETAILS INSTALL: 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 31 LF OF 6" FIRE LINE 1 - 6" PLUG INSTALL: 1 - 2" CORP. STOP 74 LF OF 2" DOM. LINE 1 - 2" DOM. METER PER CITY STANDARD DETAILS 1 - 2" PLUG. INSTALL: 1 - 8"X6" TEE 14 LF OF 6" FIRE LINE 1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS INSTALL: 1 - 2" CORP. STOP 46 LF OF 2" DOM. LINE 1 - 2" DOM. METER PER CITY STANDARD DETAILS INSTALL: 1 - 2" CORP. STOP 46 LF OF 2" IRR. LINE 1 - 2" IRR. METER PER CITY STANDARD DETAILS INSTALL: 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 52 LF OF 6" FIRE LINE 1 - 6" PLUG INSTALL: 1 - 8"X6" TEE 1 - 6" GATE VALVE 16 LF OF 6" FIRE LINE 1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS PROP. FHYD. INSTALL: 1 - 45° BEND PROP. FHYD. CONNECT TO EX. 8" WATER STUB INSTALL: 1 - 8" GATE VALVE INSTALL: 1 - 90° BEND INSTALL: 1 - 22.5° BEND INSTALL: 8" WATER PIPE BEND INSTALL: 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 5 LF OF 6" FIRE LINE 1 - FHYD. ASSEMBLY PER INSTALL: CITY STANDARD DETAILS 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 32 LF OF 6" FIRE LINE 1 - 6" PLUG INSTALL: 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 97 LF OF 6" FIRE LINE 1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS INSTALL: 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 19 LF OF 6" FIRE LINE 1 - 6" PLUG INSTALL: 1 - 2" CORP. STOP 19 LF OF 2" DOM. LINE 1 - 2" DOM. METER PER CITY STANDARD DETAILS INSTALL: 1 - 8"X8" TEE 2 - 8" GATE VALVES INSTALL: 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 41 LF OF 6" FIRE LINE 1 - 45° BEND 1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS INSTALL: 1 - 45° BEND CONNECT TO EX. 8" WATER STUB INSTALL: 1 - 45° BEND 1 - 8" GATE VALVE INSTALL: 1 - 2" CORP. STOP 32 LF OF 2" DOM. LINE 1 - 2" DOM. METER INSTALL: 1 - 6"X6" TEE 2 - 6 "GATE VALVE 42 LF OF 6" FIRE LINE 1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS INSTALL: 1 - 6"X6" TEE 2 - 6 "GATE VALVE 42 LF OF 6" FIRE LINE 1 - FHYD. ASSEMBLY PER CITY STANDARD DETAILS PROP. FHYD. INSTALL: 1 - 45° BEND PROP. FHYD. PROP. FHYD. 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" PVC 6" PVC 6" PVC 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": 653.18 FL 8": 653.06 CONNECT TO EX. SSWR MANHOLE FL 8": ±645.90 INSTALL: 1 - 45° BEND FL 8": 669.92 INSTALL: 1 - 45° BEND CONNECT TO EX. 8" FL 8": 669.09 SSWR STUB FL 8": ±665.17 END PROP. 8" SSWR SERVICE SEE MEP FOR CONTINUATION FL 8": 672.00 8" SSWR @ 2.93 % 8" SSWR @ 2.86% 8" SSWR @ 2.91% 8" SSWR @ 2.88% 8" SSWR @ 2.92% 8" SSWR @2.92% INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 648.10 FL 8": 647.98 UTILITY PLAN 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 No. DATE REVISION BY DATE: SHEET 7/27/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 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 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. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' INSTALL: 1 - 3'X3' GRATE INLET FL 24": 673.74 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 671.72 INSTALL: 1 - 45° BEND FL 24": 668.46 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 668.00 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 668.00 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 669.74 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 670.72 24" HDPE @ 1.35% 24" HDPE @ 0.66% 24" HDPE @ 0.50% 12" HDPE @ 2.52% 24" HDPE @ 1.28% 24" HDPE @ 4.86% 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 INSTALL: 1 - 45° BEND FL 24": 664.19 INSTALL: 1 - 45° WYE FL 24": 663.33 INSTALL: 1 - 45° BEND FL 24": 663.97 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 668.00 24" HDPE @ 1.35% INSTALL: 1 - 3'X3' GRATE INLET FL 24": 663.94 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 662.63 INSTALL: 1 - 3'X3' GRATE INLET FL 24": 661.31 INSTALL: 1 - 5' MANHOLE W/ LID FL 24": 660.13 INSTALL: 1 - 45° BEND FL 24": 660.93 INSTALL: 1 - SLOPED CONCRETE HEADWALL W/ 5'X5' RIP RAP FL 24": 651.00 24" HDPE @ 0.61% INSTALL: 1 - 3'X3' GRATE INLET FL 24": 672.00 INSTALL: 1 - 45° BEND FL 24": 663.98 INSTALL: 1 - 45° BEND FL 24": 663.91 INSTALL: 1 - 45° WYE FL 24": 665.34 INSTALL: 1 - 45° WYE FL 24": 665.73 INSTALL: 1 - 45° BEND FL 24": 667.24 INSTALL: 1 - 45° BEND FL 24": 671-95 INSTALL: 1 - 45° WYE FL 24": 663.63 INSTALL: 1 - STRIAGHT WING CONCRETE HEADWALL FL 24": 650.02 INSTALL: 1 - STRAIGHT WING CONCRETE HEADWALL FL 24": 652.50 24" RCP @ 7.43% PROPOSED WET POND POND A POND B STORM DRAIN PLAN C-4 LEGEND PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED HEADWALL PROPOSED RIP RAP No. DATE REVISION BY DATE: SHEET 8/16/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 P.R.T.C.T. S. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 681 685 684 682 685 682 683 684 685 681 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 672 673 674 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 669 670 671 672 673 674 675 676 658 659 660 661 662 663 664 666 685 684 683 680 681 682 677 678 679 670 671 672 673 674 675 670 669 669 668 667 666 668 667 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 EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' FFE = 670.00 FFE = 671.00 FFE = 668.00 FFE = 678.00 PROP. EXPOSED GRADE BEAM PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RIDGE 71.81 SF FIRE RISER 5' UTILITY EASEMENT 15' COMMON ACCESS EASEMENT 5' UTILITY EASEMENT INST. NO. D213017713 D.R.T.C.T. 24' PUBLIC ACCESS EASEMENT INST. NO. D213017713 D.R.T.C.T. A 6.53 AC 54.30 CFS D 4.93 AC 35.99 CFS C 0.86 AC 2.38 CFS B 0.84 AC 2.33 CFS PROPOSED DRAINAGE AREA MAP 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 No. DATE REVISION BY DATE: SHEET 8/14/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 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 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. S. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 681 685 684 682 685 682 683 684 685 681 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 672 673 674 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 669 670 671 672 673 674 675 676 658 659 660 661 662 663 664 666 685 684 683 680 681 682 677 678 679 670 671 672 673 674 675 670 669 669 668 667 666 668 667 AREA UNDER CONSTRUCTION TBM X-CUT SET Z=654.51 TBM X-CUT SET Z=655.28 THOMAS EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' EX-2 5.74 AC 13.74 CFS EX. CONCRETE FLUME AND HEADWALL ACCEPTING SITE FLOW EX-1 7.42 AC 17.76 CFS EXISTING DRAINAGE AREA MAP 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 No. DATE REVISION BY DATE: SHEET 8/14/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 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 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. NOLEN DRIVE CONCRETE ROADWAY 70' R.O.W. CROOKED LANE ASPHALT ROADWAY VARIABLE WIDTH R.O.W. 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. 681 685 684 682 685 682 683 684 685 681 680 681 682 679 678 677 678 677 674 676 676 670 671 672 673 674 675 670 671 672 673 674 675 670 671 672 673 674 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 669 670 671 672 673 674 675 676 658 659 660 661 662 663 664 666 685 684 683 680 681 682 677 678 679 670 671 672 673 674 675 670 669 669 668 667 666 668 667 TBM X-CUT SET Z=655.28 THOMAS EASTER SURVEY, ABSTRACT NO. 474 N89°19'39"E 868.70' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41"W 116.52' S54°09'11"W 291.47' S51°17'14"W 75.42' S38°15'03"W 69.13' S33°47'08"W 85.43' S27°53'23"W 243.25' S32°11'15"W 93.08' N52°27'12"W 453.10' N0°34'40"W 625.37' FFE = 670.00 FFE = 671.00 FFE = 668.00 FFE = 678.00 678.30 680.01 678.78 681.03 679.50 683.76 682.20 685.36± ME ???± ME 680.94 681.54 675.00 675.18 675.30 675.24 674.82 676.01 676.85 677.13 677.73 677.73 676.89 676.73 676.36 676.12 676.43 676.77 676.41 676.53 676.16 675.81 675.57 676.05 676.53 677.27 676.51 676.77 677.85 677.60 677.84 678.37 678.29 677.55 677.86 678.11 674.22 673.70 670.96 671.16 669.96 670.67 669.28 670.24 669.76 669.25 669.01 669.28 668.77 669.01 668.83 668.59 668.68 668.50 668.80 669.24 669.45 669.21 667.06 666.82 666.73 666.43 668.41 667.17 668.45 668.50 667.39 668.52 667.39 668.19 667.95 667.65 667.89 666.79 667.09 667.27 661.90 662.56 661.89 661.78 662.40 662.58 666.97 659.68 659.92 659.62 659.38 653.58± ME 653.34± ME 653.11± ME 653.75± ME 659.00 658.70 658.70 658.41 660.18 659.71 659.90 664.08 664.07 665.44 669.38 669.34 669.42 669.42 669.42 669.42 669.24 669.24 669.41 669.42 668.78 668.69 668.69 668.78 667.87 667.94 667.94 PROP. EXPOSED GRADE BEAM PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL 677.55 677.55 677.74 677.74 677.27 677.45 677.27 677.45 PROP. RIDGE 675.39 675.34 675.52 675.76 676.00 675.76 675.81 677.07 677.25 677.25 677.07 677.26 677.08 677.26 677.08 678.00 678.00 678.00 678.00 671.00 671.00 670.00 670.00 670.00 670.00 671.00 671.00 668.00 668.00 668.00 668.00 668.00 667.12 668.00 664.89 672.54 667.92 668.10 GRADING PLAN 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 No. DATE REVISION BY DATE: SHEET 7/27/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP PRELIMINARY CLAYMOORE ENGINEERING File No: 2020-076 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 GMi HEADQUARTERS 2450 CROOKED LANE SOUTHLAKE, TX 76092 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 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 STONE OVERHEAD DOORS LIGHT SCONCE STONE EIFS ACCENT BAND PAINTED TILT WALL CLERESTORY W/ INTEGRATED LOUVER METAL CANOPY OVERHEAD DOORS STONE PAINTED TILT WALL DARK BRONZE STOREFRONT STONE METAL PANEL 5'-1" 2450 CROOKED LANE SOUTHLAKE, TEXAS 76092 GMi HEADQUARTERS Scale: 1/16"= 1'-0" Date:07.27.2020 BUILDING ELEVATIONS 3'-0" STONE STONE STEEL POST STONE CAP STONE CAP METAL GATE STEEL POST WEST ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" EL.= 13'-10" B.O. CANOPY SOUTH ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" EAST ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" NORTH ELEVATION Scale: 1/16"= 1'-0" EL.= 0'-0" EL.= 35'-0" T.O. PANEL EL.= 35'-0" T.O.PANEL EL.= 14'-10" LEVEL 2 EL.= 0'-0" EL.= 10'-0" B.O. CANOPY EL.= 34'-0" T.O. PANEL EL.= 32'-0" T.O. PANEL EL.= 34'-0" T.O. CANOPY EL.= 35'-0" T.O.PANEL EL.= 0'-0" EL.= 35'-0" T.O. PANEL EL.= 34'-0" T.O.PANEL EL.= 10'-0" B.O. CANOPY EL.= 0'-0" EL.= 14'-10" LEVEL 2 EL.= 34'-0" T.O. PANEL EL.= 34'-0" T.O.PANEL EL.= 0'-0" DARK BRONZE STOREFRONT EL.= 10'-0" B.O. CANOPY EL.= 14'-10" LEVEL 2 EL.= 25'-7" B.O. CANOPY DUMPSTER ENCLOSURE Scale: 1/8"= 1'-0" DUMPSTER ENCLOSURE Scale: 1/16"= 1'-0" DUMPSTER ENCLOSURE Scale: 1/16"= 1'-0" EL.= 0'-0" EL.= 8'-0" T.O. ENCLOSURE EL.= 0'-0" EL.= 8'-0" T.O. ENCLOSURE EL.= 0'-0" EL.= 8'-0" T.O. ENCLOSURE 1.6% 1.5% 0.5% SETBACK CROSS-SECTION 08.26.2020 R54' R30' R30' R54' R30' FL R30' R30' R30' R30' R8' R10' R10' R3' TYP. R10' R10' R10' R30' R10' R20' PROP. FH PROP. FH PROP. GRATE INLET PROP. DOM. METER PROP. IRR. PROP. FH METER PROP. FH PROP. GRATE INLET PROP. GRATE INLET EX. FH 65.99' 68.26' PROP. GRATE INLET PROPOSED DETENTION POND AREA R6' 13' 13' 13' 13' 19.23' 33.05' 19.09' 13' R30' R30' R30' R30' R30' PROPOSED LOT 3 FUTURE DEVELOPMENT 17,040 SF BUILDING 1.64 AC PROPOSED LOT 4 FUTURE DEVELOPMENT 24,700 SF BUILDING 2.91 AC EX. SSMH 120' 10.5' 24' 24' FL 20.29' 24' FL 18' 5' 44.29' 26' FL 30' 22' 18' 9' 9' 9' 9' 9' 9' 9' 18' 9' 9' 9' 9' TYP. 6' 19.12' 24' 18' 18' 24' 18' 18' 7.25' 18' 9' TYP. 5.45' 18' TYP. 18' TYP. 9' TYP. 18' TYP. 9' TYP. 9' TYP. 9' TYP. 20' 12' 30' 24' FL 30' 30' FL 24' PROP. STAIRS TO SECOND STORY (SEE ARCH. PLANS FOR DETAILS) 10' 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 = I-1 L.U.D. = MIXED USE LOT 3 BLOCK A PINNACLE POINT EX. ZONING: SP2 L.U.D.: MIXED USE OWNER: SP SOUTHLAKE-KIMBALL II LLC LOT 2 BLOCK A PINNACLE POINT EX. ZONING: SP2 L.U.D.: MIXED USE OWNER: TOULA KIMBALL-SOUTHLAKE INVESTMENTS LLC LOT 4 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: 495 KIMBALL LLC LOT 5 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: CHURCH OF CHRIST OUR KING LOT 6 MEADOW OAKS DOC. No. D179550021 P.R.T.C.T. LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. EX. ZONING: SF1-A L.U.D.: MIXED USE OWNER: TRI DAL REAL ESTATE LTD. 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' FL 10'-D BUFFERYARD 10' LANDSCAPE SETBACK ±145.9' TO INTERSECTION 5' TYP. TYP. TYP. LOT 11 EASTER, THOMAS SURVEY; A474 EX. ZONING: AG L.U.D: MIXED USE OWNER: 2021 PRIMROSE OFFICE II LLC CONNECT TO EX. VILLAGE CENTER DRIVE CROSS ACCESS DRIVE TO VILLAGE CENTER TO BE CONSTRUCTED IN PHASE 1 PHASE 1 TRUCK LOADING ZONE EX. TREES TO REMAIN (TYP.) PROP. CONCRETE HEADWALL PROP. CONCRETE HEADWALL PROP. CONCRETE HEADWALL PROP. GRATE INLET PHASE 2 2 5 9 5 7 6 4 8 5 R10' R10' 2 5 R8' R10' 12.05' 17.95' 18' 2 102.12' 128.73' 10 R30' R30' 1 5.5' 101.39' PROP. 15' UTILITY EASEMENT PROP. 30' ACCESS EASEMENT PROP. 24' ACCESS EASEMENT PROP. 30' ACCESS EASEMENT 54' 18' LOADING LOADING 75' 10' PROP. GRATE INLET PROP. GRATE INLET PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. STORM MANHOLE PROP. UNDERGROUND DETENTION R54' R30' R30' 1 PROP. 10' SSWR EASEMENT PROP. 5' RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL T/E T/E R30' R30' R30' R30' R54' 2 2 PROP. FH PROP. WATER METER PROP. FH EX. SSWR MANHOLE EX. SSWR MANHOLE EX. POWER POLE PROP. WATER METER PROP. GRATE INLET PROP. GRATE INLET 9 9 PROP. 15' UTILITY EASEMENT R10' 30' R10' R10' R10' 4.5' 5.13' 18' 24' 18' 8.5' 24' COMMON ACCESS EASEMENT 20' 181.96' 93.66' 93.66' 181.96' 41.07' 57.5' 75.5' 72.6' 62.56' 130' 103' 100' 75.8' 73.5' 59.65' STACKING DEPTH INSUFFICIENT, VARIANCE REQUESTED CENTERLINE SPACING INSUFFICIENT, VARIANCE REQUESTED ±193.7' TO DRIVEWAY DRIVEWAY SPACING INSUFFICENT, VARIANCE REQUESTED EX. CONCRETE DRIVE (MIXED USE) ±321.39' TO DRIVEWAY EX. CONCRETE DRIVE (VACANT LOT) PROP. WALL MOUNT FDC (64 LF TO PROP. FHYD) 8.62' 18' 24' 18' 5.5' PROP. 6'X6' RISER ROOM PROP. 8' MASONRY SCREENING WALL AND 5' RETAINING WALL PROP. 7' RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL EXISTING PUBLIC SIDEWALK 30' BUILDING SETBACK 10'-D BUFFERYARD 30' BUILDING SETBACK 10'-F1 BUFFERYARD 30' BUILDING SETBACK 10' ROW DEDICATION 10' WIDE ROW DEDICATION PROP. 6' PUBLIC SIDEWALK (PHASE 2) PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 1 PHASE 2 ACCESS DRIVE TO S NOLAN DRIVE TO BE CONSTRUCTED IN PHASE 1 128.73' 187.08' 50' 10' 10' 50' LOADING ZONE SPACE 25' 25' 25' 10' 10' 10' LOADING ZONE SPACE 10'-F1 BUFFERYARD 30' BUILDING SETBACK 10'-F1 BUFFERYARD 10'-F2 BUFFERYARD 40' BUILDING SETBACK 6' PUBLIC SIDEWALK (PHASE 1) 4:1 HEIGHT SETBACK 30' BUILDING SETBACK PROPOSED MONUMENT SIGN 10'-D BUFFERYARD 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 SITE PLAN COUNTY SURVEY: ABSTRACT NO. SP-1 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 LANDSCAPE CALCULATIONS Building Floor Area 70,000 SF GMI Development Phase 1 10,500 SF 88,412 SF Parking Lot Landscape REQUIRED PROVIDED 49% 195 spaces parking between bldg. and R.O.W. 3,900 sf 7,294 sf 89% SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq.ft.) % of area in front or side Accent Trees 1 per 250 Ground Cover (Sq. Ft.) 15% Seasonal Color 2% Required Provided 75% 21 42 263 1,837 SF 1,575 SF 240 SF 210 SF 96 spaces 42 309 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED / PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE / SCREENING NORTH REQUIRED PROVIDED EAST N/A N/A N/A N/A EAST 2 REQUIRED 299.7' 10' - D 12 15 54 PROVIDED 12 15 54 WEST REQUIRED 625.37' 10' - F1 38 50 PROVIDED 10' - F1 38 65 N/A N/A 299.7' 10' - D 625.37' 23 195 x 20 SF = 3,900 PRELIMINARY CLAYMOORE ENGINEERING No. DATE REVISION BY DATE: SHEET 8/26/2020 CHECKED: CLC DRAWN: CWP DESIGN: CWP GMi HEADQUARTERS S. NOLAN DRIVE SOUTHLAKE, TX 76092 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM TEXAS FIRM #14199 File No: 2020-076 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. KIMBALL AVE. CROOKED LN NOLEN DRIVE SILICON DR. KIMBALL HILL CT EASTWOOD DR. MANCHESTER CT Canopy Trees 1 per 500 Shrubs 5 gal. 1 per 40 N/A N/A N/A N/A N/A N/A CITY CASE NO.: ZA20-0040 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 SOUTH REQUIRED 453.10' 10' - F2 19 37 55 PROVIDED 453.10' 10' - F2 City of Southlake, Texas Proposed Zoning I-1 REQUIRED PROVIDED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A F1 - FENCE F1 - FENCE N/A 19 37 55 N/A 19 19