The URL can be used to link to this page

Item 8 - Approved Plans (ZA20-0040) September 30, 2020 Mr. Dennis Killough Department of Planning & Development Services City of Southlake 1400 Main Street, Suite 310 Southlake, TX 76092 Re: Zoning Change / Site Plan – 2450 Crooked Lane Dear Mr. Killough: GMI Commercial Contractors have plans to develop a 13.16-acre site located at 2450 Crooked Lane. The site is currently zoned as AG. The Project would rezone the property to an SP-2 for phase 1 and phase 2 of the project. The first phase (Lot 1) of the project will have a base zoning of I-1 and will include an 80,000 sf facility that GMI will using for light manufacturing and their corporate headquarters. The second phase (Lot 2) of the project will consist of a mixed- use flex space and have a base zoning of I-1. REQUEST DETAILS: The applicant is requesting approval of a Zoning Change to S-P-2 Detailed Site Plan District with I-1 Light Industrial uses for the development of an 80,000 square foot facility for GMi Commercial Contractors. This first phase will consist of 7.42 acres and will have access through phase 2 to Nolan Dr. as shown on the site plan. It is also requested for approval of a Zoning Change to S-P-2 Concept approval with I-1 Light Industrial uses for the Phase 2 portion of the project. The Phase 2 portion will consist of 5.74 Acres. The development will consist four (4) lots which will include multiple office buildings along the front portion of the site, and the GMi Commercial contractors headquarter facility in the rear as well as all other components as shown on the submitted site plan. Parking has been dispersed around the site. Additional parking has been provided to allow for flexibility for uses in the future. The site has been oriented to try and maintain as much of the existing vegetation along Crooked Lane. Trees preservation along this corridor was emphasized to preserve the character of Crooked Lane. The S-P-2 Generalized Site Plan District zoning is proposed to allow any use permitted in the I-1 Light Industrial District with exception and addition to the uses listed in the submitted zoning document. Specific development details for the property is listed in the proposed S-P-2 zoning document which is included in Attachment ‘A’, pages 2-5 of this document. Thank you and please call if you have any comments or need additional information. Sincerely, Clay Cristy, PE Zoning Document GMi Commercial Contractors Proposed Permitted Uses and Development Regulations for “SP‐2” Zoning ZA20‐0040 August 17, 2020 Permitted Uses: PHASE 1 This property is proposed to be divided into 1 lot all of which would include permitted uses as found in the I‐1 Light Industrial District as described in Section 18 of the Comprehensive Zoning Ordinance. Permitted I‐1 uses relative to this application consist of any use permitted in the I‐1 Light Industrial District with the following exceptions: 1. Blacksmithing or horse shoeing 2. Creamery and Diary Product Processing 3. Compounding of Cosmetics and Toiletries 4. Farrier 5. Feed Stores 6. Glass Blowing 7. Mattress Manufacturing or Mattress Renovation 8. Mini‐Warehouses 9. Monument Manufacture 10. Ornamental Iron Works 11. Pest Control Businesses 12. Plastic Fabrication 13. Spray Painting Shop PHASE 2 This property is proposed to be divided into 3 lots all of which would include permitted uses as found in the I‐1 Light Industrial District as described in Section 18 of the Comprehensive Zoning Ordinance. Permitted I‐1 uses relative to this application consist of any use permitted in the I‐1 Light Industrial District with the following exceptions: 1. Blacksmithing or horse shoeing 2. Creamery and Diary Product Processing 3. Compounding of Cosmetics and Toiletries 4. Farrier 5. Feed Stores 6. Glass Blowing 7. Mattress Manufacturing or Mattress Renovation 8. Mini‐Warehouses 9. Monument Manufacture 10. Ornamental Iron Works 11. Pest Control Businesses 12. Plastic Fabrication 13. Spray Painting Shop Uses that will be allowed in addition to the I‐1 Light Industrial District: 1. Administrative, executive and editorial offices for industrial organizations. 2. Computer manufacture and research. 3. Electronic manufacture, research and assembly. 4. Lithograph, engraving, printing and publishing. 5. Manufacture of medical and dental equipment. 6. Manufacture of musical instruments. 7. Medical clinics. 8. Optical instrument and lenses manufacturing. 9. Scientific and professional instrument manufacturing. 10. Small parts manufacturing and assembly. 11. Janitorial or cleaning services. 12. Pest control services. 13. Store fixtures sales facility. DEVELOPMENT REGULATIONS (ALL PHASES): This property shall be subject to the development regulations for the I‐1 Light Industrial District, and all other applicable regulations with the following exceptions:  To facilitate a contiguous development, buffer yards and building setbacks will not be required along internal boundary lines.  Allow for the impervious coverage to be calculated for the entire development as opposed to individual lots.  Future developments will provide architectural design similar in nature to phase 1 of the development.  Zoning Section 42.4.f establishes a F‐2 Buffer yard requires a masonry fence. A Masonry Fence will not be provided for the F‐2 Buffer.  Zoning Section 42.4.f establishes a F‐1 Buffer yard requires an 8’ opaque fence. A screen fence will only be provided along the property line to screen the truck docks. This will be a minimum 8’ masonry fence.  Zoning Section 42 Table One establishes a F‐1 Buffer yard will be required along the northwest corner of the site. For a distance of 380’ along the northern property line due east from the northwest corner will not provide a buffer yard.  Tree Preservation Ordinance & Tree Technical Manual Ordinance 585‐E 7.2.a Specifies that 50% of the existing tree canopy shall be preserved. 25.5% of existing tree canopy will be preserved. Coverage is approximately 42.7% and is predominantly located along the eastern and southern boundary of the site. Variance Requests:  Driveway Ordinance 634 requires that driveways maintain a minimum 250’ spacing between driveway entrances. Driveway Spacing between driveways will be reduced to a minimum of 193’ along Nolan Drive.  Driveway Ordinance 634 requires that driveways maintain a minimum 200’ spacing between driveways and intersections. Driveway Spacing between intersections will be reduced to a minimum of 145’ spacing along Nolan Drive from Crooked Lane.  Driveway Ordinance 634 requires a minimum driveway stacking of 100’. Stacking for the Driveway to Nolan Dr. will be reduced to 59.7’. Attachment A S. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41" W 116.52'S54° 0 9' 1 1" W 291. 4 7' S51°17'14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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'R54'R30'R3 0 ' R 5 4 'R30'FLR30' R3 0 'R30'R 3 0 ' R8' R1 0 'R10'R3'TYP.R1 0 'R10'R1 0 'R30'R10'R2 0 ' PROP. FH PROP. FH PROP. GRATE INLET PROP. DOM. METER PROP. IRR. METERPROP. FH PROP. FH PROP. GRATE INLET PROP. GRATE INLET EX. FH 65.99' 68.26' PROP. GRATE INLET PROPOSED DETENTION POND AREA R6'13'13'13'13'13' 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.6'19.12'24'18'18'24'18'7.25'18'9' TYP.5.45'18' TYP. 18' TYP.9'TYP.18' TYP.9'TYP.9'TYP.9'TYP.20'12'3 0 ' 24' FL 30'30' FL24' 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 = SP-2 L.U.D. = MIXED USE LOT 3 BLOCK APINNACLE POINTEX. ZONING: SP2L.U.D.: MIXED USEOWNER: SP SOUTHLAKE-KIMBALL II LLCLOT 2 BLOCK APINNACLE POINTEX. ZONING: SP2L.U.D.: MIXED USEOWNER: TOULA KIMBALL-SOUTHLAKEINVESTMENTS LLCLOT 4MEADOW OAKSDOC. No. D179550021P.R.T.C.T.EX. ZONING: SP1L.U.D.: MIXED USEOWNER: 495 KIMBALL LLCLOT 5MEADOW OAKSDOC. No. D179550021P.R.T.C.T.EX. ZONING: SP1L.U.D.: MIXED USEOWNER: CHURCH OF CHRIST OUR KINGLOT 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 1 0 ' -D BUFFERYARD 10' LANDSCAPE SETBACK ± 1 4 5 . 9 ' TO INTERSECT ION5'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 5R8' R10'12.05'17.95'18'2102.12'128.73' 10 R3 0 'R30'1 5.5'101.39'PROP. 15' UTILITY EASEMENTPROP. 30' ACCESS EASEMENT PROP. 24' ACCESSEASEMENTPROP. 30' ACCESS EASEMENT LOA DI N G LOADING 75'10'PROP. GRATE INLET PROP. GRATE INLET PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. SSWR MANHOLE PROP. STORM MANHOLE PRO P. U N D E R G R O U N D D E T E N TI O N R30' 1 PROP. 10' SSWR EASEMENT PROP. 5' RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL T/ET/E R30'R30'R54' 2 2 PROP. FH PROP. WATER METER PROP. FH EX. SSWR MANHOLE EX. SSWR MH EX. PP PROP. WATER METER PROP. GRATE INLET PROP. GRATE INLET 9 9 PROP. 15' UTILITY EASEMENT R10'30'R10' R10'R1 0 ' 4.5' 5.13' 18'24'18'8.5' 24' COMMON ACCESS EASEMENT 20'181.96'93.66' 93.66'181.96'64'82'62.56'130'103'100'100. 72'73.5'59.65' STACKING DEPTH INSUFFICIENT, VARIANCE REQUESTED CENTERLINE SPACING INSUFFICIENT, VARIANCE REQUESTED ± 1 9 3 . 7 ' TO DR IVEWAY DRIVEWAY SPACING INSUFFICENT, VARIANCE REQUESTEDEX. CONCRETEDRIVE (M IXED USE ) ± 3 2 1 . 3 9 ' TO DR IVEWAY 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. 4' RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL PROP. VAR. HEIGHT RETAINING WALL EXISTING PUBLIC SIDEWALK 30' BUILDING SETBACK10'-D BUFFERYARD (20' PROVIDED)30' BUILDING SETBACK 10'-F1 BUFFERYARD 30' BUILDING SETBACK10' ROW DEDICATION 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 PHASE 1PHASE 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 SPACE10'-F1 BUFFERYARD30' BUILDING SETBACK10'-F1 BUFFERYARD1 0 ' - F 2 B U F F E R Y A R D 4 0 ' B U I L D I N G S E T B A C K 6' PUBLIC SIDEWALK (PHASE 1) 4: 1 H E I G H T S E T B A C K 30' BUILDING SETBACK PROPOSED MONUMENT SIGN 10'-D BUFFERYARD (20' PROVIDED) 8' SCREENING FENCE R30' R3 0 'R30'R 3 0 ' 5 3 . 8 5 ' 54'18'80.24 ' PROP. FH SSWR MH SSWR MH 20'20' PROP. 5' PUBLIC SIDEWALK (PHASE 1) PROP. 5' PUBLIC SIDEWALK (PHASE 1) 13' 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 PLANSP-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 LANDSCAPE CALCULATIONS GMI Development Phase 1 10,500 SF 88,994 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 42 309 PHASE 1 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' 22 PRELIMINARY CLAYMOORE ENGINEERING DATENo.REVISIONBYDATE: SHEET 9/30/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWPGMi HEADQUARTERSS. NOLAN DRIVESOUTHLAKE, TX 760921903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS 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 LNNOLEN DRIVESILICON DR.KIMBALL HILL CTEASTWOOD DR.MANCHESTER CTCanopy 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 10' - F2453.10' REQUIRED PROVIDED N/A N/A N/A N/A N/AN/A N/A N/A N/A N/A N/A N/A N/A N/A F1 - FENCE F1 - FENCE** N/A N/A193755 19 19 PHASE 2 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 35 123 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 ** SCREENING FENCE SURROUNDING PROPOSED TRUCK LOADING ZONG EL.= 32'-0" T.O. PANEL EL.= 34'-0" T.O. PANEL 12'-0" 357'-6"2'-0" 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 EIFS ACCENT BANDSPANDREL GLASS DARK BRONZE STOREFRONT METAL CANOPY PAINTED TILT WALL STONE PAINTED TILT WALL METAL PANEL METAL CANOPY WIRE RAILING METAL PANEL STONE OVERHEAD DOORSLIGHT 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 Date:07.27.2020Scale: 1/16"= 1'-0" BUILDING ELEVATIONS3'-0"STONE STONE STONE CAPSTONE CAPSTEEL POST 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"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 8" PVC 8 " PVC 8 " PVC 8" P V C 8" P V C 6" WTR6" W T R 8" WTR 8" WTR 1 2 " WTR 8 " WTR71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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 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. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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.6816856846826 8 5 682683684685681680 681 682 679 678 677 678677 674 676 676 670671672 673 674 675 670 671 672673 674675 670671672673674 66967067167 26736746756766776 7 8 6 7 9 6 8 0 6816826836846856696706716726736746 7 5 6 7 6 6 5 8 6 5 9 6 6 0 6616626636 6 4 6 6 6 685684 683680681682677678679670671672673674675 670669669668 667666 668667TBM 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' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41" W 116.52'S54° 0 9' 1 1" W 291. 4 7' S51°17' 14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'FFE = 670.00 FFE = 671.00 FFE = 668.00 FFE = 678.00678.30680.01678.78681.03679.50683.76682.20685.36±ME???±ME680.94681.54675.18675.00675.30675.24674.82676.01676.85677.13677.73677.73676.89676.73676.36676.12676.43676.77676.41676.53676.16675.81676.05675.57676.53677.27676.51676.77677.85677.60677.84678.37678.29677.55677.86678.11674.22673.70670.96671.16669.96670.67669.28670.24669.76669.25669.01669.28668.77669.01668.83668.59668.68668.50668.80669.24669.45669.21667.06666.82666.73666.43668.41667.17668.45668.50667.39668.52667.39668.19667.95667.65667.89666.79667.09667.27661.90662.56661.89661.78662.40662.58666.97659.68659.92659.62659.38653.58±ME 653.34±ME 653.11±ME653.75±ME 658.70659.00658.41658.70659.71660.18659.90664.08664.07665.44669.38669.34669.42669.42669.42669.42669.24669.24669.41669.42668.78668.69668.69668.78667.87667.94667.94PROP. EXPOSED GRADE BEAM PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL PROP. RETAINING WALL677.55677.55677.74677.74677.27677.45677.27677.45PROP. RIDGE 675.39675.34675.52675.76676.00675.76675.81677.07677.25677.25677.07677.26677.08677.26677.08678.00678.00678.00678.00671.00671.00670.00670.00670.00670.00671.00671.00668.00668.00668.00668.00668.00667.12668.00664.89672.54667.92668.10GRADING PLANC-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 DATENo.REVISIONBYDATE: SHEET 7/27/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 760920 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 71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T.S. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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.6816856846826 8 5 682683684685681680 681 682 679 678 677 678677 674 676 676 670671672 673 674 675 670 671 672673 674675 670671672673674 66967067167 26736746756766776 7 8 6 7 9 6 8 0 6816826836846856696706716726736 7 4 6 7 5 6 7 6 6 5 8 6 5 9 6 6 0 6616626636 6 4 6 6 6 685684 683680681682677678679670671672673674675 670669669668 667666 668667AREA 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' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41" W 116.52'S54° 0 9' 1 1" W 291. 4 7' S51°17'14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'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 MAPC-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 DATENo.REVISIONBYDATE: SHEET 8/14/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 760920 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 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 P.R.T.C.T.S. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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.6816856846826 8 5 682683684685681680 681 682 679 678 677 678677 674 676 676 670671672 673 674 675 670 671 672673 674675 670671672673674 66967067167 26736746756766776 7 8 6 7 9 6 8 0 6816826836846856696706716726736 7 4 6 7 5 6 7 6 6 5 8 6 5 9 66 0 6616626636 6 4 6 6 6 685684 683680681682677678679670671672673674675 670669669668 667666 668667SD-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' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41" W 116.52'S54° 0 9' 1 1" W 291. 4 7' S51°17'14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'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. RIDGE71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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 MAPC-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 DATENo.REVISIONBYDATE: SHEET 8/14/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 760920 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 8" PVC 8 " PVC 8 " PVC 8" P V C 8" P V C 6" WTR6" W T R 8" WTR 8" WTR 1 2 " WTR 8 " WTR71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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 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. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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. 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' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41" W 116.52'S54° 0 9' 1 1" W 291. 4 7' S51°17'14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'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" H D P E @ 4. 8 6 % 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 PON D B STORM DRAIN PLANC-4 LEGEND PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED HEADWALL PROPOSED RIP RAP DATENo.REVISIONBYDATE: SHEET 8/16/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092 PRELIMINARY DETENTION CALCSC-5 DATENo.REVISIONBYDATE: SHEET 8/16/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092POND A - GMI POND POND B - UNDERGROUND POND 8" PVC 8 " PVC 8 " PVC 8" P V C 8" P V C 6" WTR6" W T R 8" WTR 8" WTR 1 2 " WTR 8 " WTR71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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 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. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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=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 E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 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° 0 9' 1 1" W 291. 4 7' S51°17'14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'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 CITY STANDARD DETAILSINSTALL: 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" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" 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 FL 8": 669.09CONNECT TO EX. 8" 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 " S SW R@ 2 . 8 8% 8" SS W R @ 2. 9 2 % 8" S S W R @ 2. 9 2 % INSTALL: 1 - 4' MANHOLE W/ LID FL 8": 648.10 FL 8": 647.98 UTILITY PLANC-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 DATENo.REVISIONBYDATE: SHEET 7/27/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 760920 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 S. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI D T H R. O. W. 6255 6254 6256 6257 6258 6259 6283 6264 6270 6271 6273 6272 69606959 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 91029109 91079108 9111 9238 6813 9239 9240 9241 9242 9237 9236 6295 62996297 6296 6401 6300 6298 6402 6403 9124 9123 9105 9106 9122 9121 9118644 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 91479226 9225 9143 9144 9189 9138 9197 9196 91999200 9195 9201 9194 92089206 6814 6815 9204 9205 9209 9210 9213 92119203 9190 9191 9212 9148 9145 9149 9188 9150 9151 6816 6820 6818 6819 6817 9215 92149216 9218 9217 9222 9219 9220 9221 9223 9224 9175 9174 91679168 9165 9166 9181 917191729173 9176 9178 9179 9180 9160 9159 9158 9157 9156 91559154 90899088 9097 9087 9086 9085 90849083 9082 9081 9080 9079 9115 9104 9114 9117 9120 9119 90589113 9116 9057 9054 9053 9049 9048 9046 9047 9045 68216822 6823 6824 9036 9035 68259037 9038 90399009 9034 9033 9044 9043 9042 9050 9051 9052 9056 90209055 9027 90269025 9024 699369946992 6990 69876988 6989 6986 6991 6982 6981 6979 6980 6984 6985 6828 6827 90059004 9003 9002 9001 6978 6977 6975 6976 6968 6971 6974 6983 6966 6967 69646963 6926 6973 6962 6961 6912 69176916 69136914 69156911 6910 6909 6908 69076906 6905 69036902 6904 6833 6830 6831 6832 6848 6849 6850 68516852 6853 6855 6834 6856 6918 6919 6920 6854 9075 9076 9077 9078 9069 6943 6942 69446950 6949 6948 6945 6947 6946 6941 6940 6939 6938 6935 6934 6933 6932 6931 6879 6879 6880 6881 6882 68836884 6886 68876885 68926893 6930 6894 6896 6891 6888 6890 68896898 6897 6900 6899 6895 6847684668456844 6870 6871 6843 6869 6874 68726873 6876 6875 6877 6867 6868 6862 6842 6840 68396838 68376861 6859 6860 6863 6864 6866 6865 6901 6929 6858 6857 6836 6835 9007 9008 9013 6999 700069976998 6995 6996 901490129011 9010 9040 9032 9029 9030 9041 9031 9015 9016 9017 90189019 9021 90239022 9110 9127 9255 9235 9266 9265 9249 9248 9247 92519250 9252 9253 9254 9262 9257 9258 9259 92349233923092319232 9245 6829 69696970 6952 6953 6955 6954 6937 6936 9065 69286927 9063 6921 69226923 6924 6925 90619062 90609059 6811 9169 9153 9132 9028 9193 9192 9207 1441 1440 14406816856846826 8 5 682683684685681680 681 682 679 678 677 678677 674 676 676 670671672 673 674 675 670 671 672673 674675 670671672673674 66967067167 26736746756766776 7 8 6 7 9 6 8 0 6816826836846856696706716726736746 7 5 6 7 6 6 5 8 6 5 9 6 6 0 6616626636 6 4 6 6 6 685684 683680681682677678679670671672673674675 670669669668 667666 668667AREA 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' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41" W 116.52'S54° 0 9' 1 1" W 291. 4 7' S51°17'14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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 = 678.00678.30680.01678.78681.03679.50683.76682.20685.36±ME???±ME 680.94681.54675.18675.00675.30675.24674.82676.01676.85677.13677.73677.73676.89676.73676.36676.12676.43676.77676.41676.53676.16675.81676.05675.57676.53677.27676.51676.77677.85677.60677.84678.37678.29677.55677.86678.11674.22673.70670.96671.16669.96670.67669.28670.24669.76669.25669.01669.28668.77669.01668.83668.59668.68668.50668.80669.24669.45669.21667.06666.82666.73666.43668.41667.17668.45668.50667.39668.52667.39668.19667.95667.65667.89666.79667.09667.27661.90662.56661.89661.78662.40662.58666.97659.68659.92659.62659.38653.58±ME 653.34±ME 653.11±ME653.75±ME 658.70659.00658.41658.70659.71660.18659.90664.08664.07665.44669.38669.34669.42669.42669.42669.42669.24669.24669.41669.42668.78668.69668.69668.78667.87667.94667.94677.55677.55677.74677.74677.27677.45677.27677.45PROP. RIDGE 675.39675.34675.52675.76676.00675.76675.81677.07677.25677.25677.07677.26677.08677.26677.08678.00678.00678.00678.00671.00671.00670.00670.00670.00670.00671.00671.00668.00668.00668.00668.00668.00667.12668.00664.89672.54667.92668.10DATENo.REVISIONBYDATE: SHEET 8/17/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 760920 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-1TREE PRESERVATIONPLAN (1 OF 3)N.T.S. VICINITY MAP FM 1709 - SOUTHLAKE BLVD S. KIMBALL AVE.NOLEN DRIVESILICON DR.KIMBALL HILL CTEASTWOOD DR.MANCHESTER CTN.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 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 P.R.T.C.T. LOT 2-R1, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T.S. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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. 6255 6254 6256 6257 6258 6259 6283 6264 6270 6271 6273 6272 69606959 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 91029109 91079108 9111 9238 6813 9239 9240 9241 9242 9237 9236 6295 62996297 6296 6401 6300 6298 6402 6403 9124 9123 9105 9106 9122 9121 9118644 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 91479226 9225 9143 9144 9189 9138 9197 9196 91999200 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 92149216 9218 9217 9222 9219 9220 9221 9223 9224 9175 9174 91679168 9165 9166 9181 9171 91729173 9176 9178 9179 9180 9160 9159 9158 9157 9156 91559154 90899088 9097 9087 9086 9085 90849083 9082 9081 9080 9079 9115 9104 9114 9117 9120 9119 90589113 9116 9057 9054 9053 9049 9048 9046 9047 9045 68216822 6823 6824 9036 9035 68259037 9038 90399009 9034 9033 9044 9043 9042 9050 9051 9052 9056 90209055 9027 90269025 9024 699369946992 6990 69876988 6989 6986 6991 6982 6981 6979 6980 6984 6985 6828 6827 90059004 9003 9002 9001 6978 6977 6975 6976 6968 6971 6974 6983 6966 6967 69646963 6926 6973 6962 6961 6912 6917 6916 69136914 69156911 6910 6909 6908 69076906 6905 69036902 6904 6833 6830 6831 6832 6848 6849 6850 68516852 6853 6855 6834 6856 6918 6919 6920 6854 9075 9076 9077 9078 9069 6943 6942 69446950 6949 6948 6945 6947 6946 6941 6940 6939 6938 6935 6934 6933 6932 6931 6879 6879 6880 6881 6882 68836884 6886 68876885 68926893 6930 6894 6896 6891 6888 6890 68896898 6897 6900 6899 6895 6847684668456844 6870 6871 6843 6869 6874 68726873 6876 6875 6877 6867 6868 6862 6842 6840 68396838 68376861 6859 6860 6863 6864 6866 6865 6901 6929 6858 6857 6836 6835 9007 9008 9013 6999 700069976998 6995 6996 901490129011 9010 9040 9032 9029 9030 9041 9031 9015 9016 9017 90189019 9021 90239022 9110 9127 9255 9235 9266 9265 9249 9248 9247 92519250 9252 9253 9254 9262 9257 9258 9259 92349233923092319232 9245 6829 69696970 6952 6953 6955 6954 6937 6936 9065 69286927 9063 6921 69226923 6924 6925 9061 9062 90609059 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 E A S T E R S U R V E Y , ABSTRACT N O . 4 7 4 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° 0 9' 1 1" W 291. 4 7' S51°17' 14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'DATENo.REVISIONBYDATE: SHEET 8/17/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092TREE PRESERVATIONPLAN (2 OF 3)TP-2 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DATENo.REVISIONBYDATE: SHEET 8/17/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092TREE PRESERVATIONPLAN (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 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 COCO 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 DIHSPSP SPSP 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 ELELEL SP SP SP SP RY RY RY RY RY RY RY TX TX TX TX TX TX PM PM PM PM PM PM DYDY DYDY SP SPSP SPDIHDIH 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 DIHDIH DIH SPSP SP SP RY HD HD HD HD HD AB AB AB AB AB AB AB BA BA BA BA BA BA TX TXTX TX TX TXGLGLGL 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 10'-F1Landscape Buffer 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" Cedar6" Cedar6" Cedar 30" Elm14" 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. NO LEN DR IVECONCRETE ROADWAY 7 0 ' R .O .W . 13.16 AC CALLED 22.90 ACRES ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T.5' UTILITY EASEMENT15' COMMON ACCESSEASEMENTROW DEDICATION ROW DEDICATION 10' - F1 NORTH EAST 1 1 0 ' - D EAS T 210' - D 1 0 ' - F 2 S O U T H10' - F1WESTPHASE 1 PHASE 2 PH A S E 2 10' BUILDING SETBACK 15' BUILDING SETBACK2 5 ' B U I L D I N G S E T B A C K 30' BUIL DI N G S E T B A C K 3 0 ' BU I LD ING SETBACK EL EL EL ELELELELELELELELEL EL EL EL EL EL EL EL Shrub Screen Evergeen Shrub Screen Evergeen Shrub Screen Evergeen Shrub Screen Evergeen Phase 2 Planting Phase 1 PlantingPhase 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 PlantingsB u f f e r y a r d P l a n t i n g sBufferyard PlantingsInterior Plantings Interior Plantings Interior Plantings Interior Plantings Interior Plantings Interior PlantingsBu f f e r ya r d P l a n t i n g sBu f f e r y a r d P l a n t i n g s Shrub Screen Evergeen Bufferyard Plantings Buffer y ar d Pl a nti n g s Bufferyard PlantingsInterior 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 DATENo.REVISIONBYDATE: SHEET 8/25/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY: SCOTTFULWILERPLOT DATE: 7/20/2020 4:16 PMLOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWGLAST SAVED: 7/21/2020 1:53 PMTEXAS FIRM #14199 File No:2020-076GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092H.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YL-0OVERALL LANDSCAPE PLANTREE 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. 25 1005050 Elaeagnus Dwarf Burford Holly EL DB Seasonal ColorSC Red Yucca Texas Sage RY TX Pink MuhlyPM Harbor Dwf. NandinaHD Giant LiriopeGL Dwf. Indian HawthorneDIH BarberryBA Dwarf YauponDY AbeliaAB SpireaSP Asian JasmineAJ BC Bald Cypress LE Lacebark Elm DW RedbudRB MP Mexican Plum Nellie R. Stevens Holly NR WM Wax Myrtle Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) 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 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 DIHSPSP SPSP 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 DYDY DYDY SP SPSP SPDIHDIH 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 DIHDIH DIH SPSP SP SP RY HD HD HD HD HD AB AB AB AB AB AB AB BA BA BA BA BA BA TX TXTX 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 EASEMENT10' - F1WESTPHASE 1 10' BUILDING SETBACK 15' BUILDING SETBACKPhase 2 Planting Phase 1 PlantingCE 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 PlantingsInterior 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 DATENo.REVISIONBYDATE: SHEET 8/25/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY: SCOTTFULWILERPLOT DATE: 7/20/2020 4:16 PMLOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWGLAST SAVED: 7/21/2020 1:53 PMTEXAS FIRM #14199 File No:2020-076GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092H.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YL-1LANDSCAPE PLAN0 GRAPHIC SCALE 1 inch = 30 ft. 15 603030 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 RedbudRB 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 Seasonal ColorSC Red Yucca Texas Sage RY TX Pink MuhlyPM Harbor Dwf. NandinaHD Giant LiriopeGL Dwf. Indian HawthorneDIH BarberryBA Dwarf YauponDY AbeliaAB SpireaSP Asian JasmineAJ Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) 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 TY CO COCOLE 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 ELELEL RY RYDIH PM PM 320 SF AJ 320 SF AJ 10'-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 1 0 ' - F 2 S O U T H P H A S E 2 2 5 ' B U I L D I N G S E T B A C K EL EL EL ELELELELELELELELEL 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 PlantingsB u f f e r y a r d P l a n t i n g s 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 DATENo.REVISIONBYDATE: SHEET 8/25/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY: SCOTTFULWILERPLOT DATE: 7/20/2020 4:16 PMLOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWGLAST SAVED: 7/21/2020 1:53 PMTEXAS FIRM #14199 File No:2020-076GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092H.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YL-2LANDSCAPE PLAN0 GRAPHIC SCALE 1 inch = 30 ft. 15 603030 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 RedbudRB 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 Seasonal ColorSC Red Yucca Texas Sage RY TX Pink MuhlyPM Harbor Dwf. NandinaHD Giant LiriopeGL Dwf. Indian HawthorneDIH BarberryBA Dwarf YauponDY AbeliaAB SpireaSP Asian JasmineAJ Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) DATENo.REVISIONBYDATE: SHEET 8/25/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY: SCOTTFULWILERPLOT DATE: 7/20/2020 4:16 PMLOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWGLAST SAVED: 7/21/2020 1:53 PMTEXAS FIRM #14199 File No:2020-076GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092H.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YL-3LANDSCAPE DETAILSWATER BASIN SHRUB PLANTING SEE PLAN TRIANGULAR SPACING SCALE: NONE EQUAL MULTI-TRUNK PLANTING PREPARE SOIL MIX AND FERTILIZER PER SPECS. TOP OF BALL OR ROOT CROWN 1" ABOVE FIN. STEEL EDGING SEE PLAN GRADE PLACING PREPARED MIX SCARIFY BOTTOM OF PLANTING BED BEFORE EQUALPREPARED SOIL MIX AND FERTILIZER (SEE SPECS) 12" 4" MULCH LAYER SCALE: NONE4"NATIVE SOIL 4" MULCH LAYER 4" MULCH LAYER 12" DEPTH OF PLANTING MIX TRIANGULAR SPACING EQUALEQUAL SCALE: NONE GROUNDCOVER PLANTING234 8" DETAIL FOR ARBOR-GUY REFER TO ANCHORING STEEL EDGING SEE PLAN CANOPY TREE PLANTING SCALE: NONE1 9973 FM 521 ROAD ROSHARON, TX 77583 PHONE: (281) 778-1400 FAX: (281) 778-1425 www.treestakesolutions.comSolutions 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. 15 603030 Redbud Cercis canedensis 30 gal. 8' ht. 3" cal. 30 gal. 8' ht. 3 trunk 3" cal. min.Lagerstroemia indica 'Tuscarora' Crapemyrtle 5 gal. 36" ocElaeagnus pungensElaeagnus Ilex cornuta 'Burfordii' nanaDwarf Burford Holly 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 Live Oak Quercus virginianaLO 47 Ilex vomitoriaTree YauponTY 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 Shumard Oak Quercus shumardiSO7 3" cal. B&B 12' ht. 6' spread 5 gal. 36" oc Mexican Plum Prunus mexicana 30 gal. 8' ht. 3" cal. MP15 Bald Cypress Taxodium distichumBC 415 4" cal. B&B 15' ht. 8' spread Nellie R. Stevens Holly Ilex 'Nellie R. Stevens' 30 gal. 8' ht. 3" cal. NR6 Wax Myrtle Myrica cerifera 30 gal. 8' ht. 3" cal. WM23 To be chosen by owner at time of plantingSeasonal ColorSC395 SF 1 gal. 18" oc 5 gal. 36" ocHesperaloe parvifloraRed Yucca Leucophyllum frutescens 'Silverado'Texas Sage RY TX23 34 5 gal. 36" ocMuhlenbergis capillarisPink MuhlyPM28 5 gal. 36" oc Nandina ' Harbor Dwarf'Harbor Dwf. NandinaHD13 5 gal. 36" ocLiriope giganteaGiant LiriopeGL3 1 gal. 24" oc Raphiolepsis indica 'Pinkie'Dwf. Indian HawthorneDIH37 5 gal. 36" ocBerberis sp.BarberryBA6 5 gal. 36" oc 5 gal. 36" ocIlex vomitoria 'nana'Dwarf YauponDY21 Abelia grandifloraAbeliaAB61 5 gal. 36" oc 5 gal. 36" ocSpirea sp.SpireaSP16 1 gal. 18" ocTrachelospermum asiaticumAsian JasmineAJ2,114 SF Desert Willow Chilopsis linearis 'Bubba'30 gal. 8' ht. 3" cal. DW9 Lacebark Elm Ulmus parvifoliaLE7 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 PROVIDEDREQUIRED 49% parking between bldg. and R.O.W.195 spaces 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 Leucophyllum frutescensGreen Cloud SageGC33 5 gal. 36" oc Bur Oak Quercus macrocarpaBO12 3" cal. B&B 12' ht. 6' spread Live Oak Quercus virginianaLO9 3" cal. B&B 12' ht. 6' spread 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 DIHSP HD HD HD HD DIH DIH DIH DIH DIH HD HD DY DY DIH DIH DIH DIH DIH 10'- D Landscape Buffer 10'-F1Landscape Buffer 10'-D Landscape Buffer 10'- D Landscape Buffer LO AB AB AB AB 7" Cedar6" Cedar 6" Cedar 30" Elm14" 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.S. NOLEN DR IVECONCRETE ROADWAY 7 0 ' R .O .W . ROW DEDICATION 10' - F1 NORTH EAST 1 1 0 ' - D EAS T 210' - D PHASE 2 P H A S E 2 30' BUIL DI N G S E T B A C K 3 0 ' BU I LD ING SETBACK EL EL EL EL EL EL Shrub Screen Evergeen Shrub Screen Evergeen Shrub Screen Evergeen Phase 2 Planting Phase 1 PlantingPhase 2 Planting Phase 1 Planting AB AB AB AB Interior Plantings Interior Plantings Interior Plantings Interior PlantingsBu f f e r y a r d P l a n t i n g sBu f f e r y a r d P l a n t i n g s Shrub Screen Evergeen Bufferyard Plantings Buffer y ar d Pl a nti n g s Bufferyard PlantingsInterior Plantings Interior Plantings Bufferyard Plantings WM 4 DATENo.REVISIONBYDATE: SHEET 8/25/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPLOTTED BY: SCOTTFULWILERPLOT DATE: 7/20/2020 4:16 PMLOCATION: C:\USERS\SCOTTFULWILER\DOCUMENTS\AUTOCAD_LRD\GMI SOUTHLAKE\2020-07-20_DARDEN SOUTHLAKE_CAD BASE.DWGLAST SAVED: 7/21/2020 1:53 PMTEXAS FIRM #14199 File No:2020-076GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 76092H.U HN M OSAJETSTA 3 O F 9 7 ET XR F P YL-4REMAINDER OFDEVELOPMENTLANDSCAPE PLAN0 GRAPHIC SCALE 1 inch = 30 ft. 15 603030 LANDSCAPE CALCULATIONS Building Floor Area 58,780 SF Phase 2 - Remainder of Development 11,756 SF 47,668 SF Parking Lot Landscape PROVIDEDREQUIRED 70% parking between bldg. and R.O.W.427 spaces 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) 71.81 SFFIRE RISER5' UTILITY EASEMENT15' COMMON ACCESSEASEMENT5' 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. NO LEN DR IVECONCRETE ROADWAY 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 VARI A B L E WI 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' S37°55'31"E 227.97' S4°38'46"W 14.75' S49°26'41" W 116.52'S54° 0 9' 1 1" W 291. 4 7' S51°17'14" W 75.42'S38°15'03"W 69.13'S33°47'08"W85.43'S27°53'23"W243.25'S32°11'15"W93.08'N 5 2 ° 2 7 ' 1 2 " W 4 5 3 . 1 0 'N0°34'40"W625.37'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.DATENo.REVISIONBYDATE: SHEET 8/25/2020 CHECKED:CLC DRAWN:CWP DESIGN:CWP PRELIMINARY CLAYMOORE ENGINEERING File No:2020-0761903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS FIRM #14199 GMi HEADQUARTERS2450 CROOKED LANESOUTHLAKE, TX 760920 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 PLANLEGEND PROPOSED CONCRETE SIDEWALK PROPOSED PUBLIC SIDEWALK C-7