LONCY LEAKE BASEBALL FIELD RENOVATION MESQUITE, TX PROJECT NO ISSUED FOR PROPOSALS

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1 MESQUITE, T PROJECT NO NOVEMBER 13, 2018 CLIENT PRIME CONSULTANT GENERAL NOTES INDE of SHEETS CITY OF MESQUITE 1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS INCLUDING ALL NOTES AND THE TECHNICAL SPECIFICATIONS. FAILURE ON THE PART OF THE CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND SPECIFICATION PERTAINING TO THE WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. LA1.0 LA2.0 COVER SHEET EISTING CONDITIONS AND REMOVAL PLAN CONSTRUCTION LAYOUT PLAN ADDRESS: 1515 N. Galloway CONTACT: Robert Blankenship, Park Planning Manager Mesquite, T PHONE: THE LOCATIONS OF EISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTORS SHALL VERIFY THAT NECESSARY CROSSING CLEARANCES BETWEEN EISTING AND PROPOSED UTILITIES EIST PRIOR TO CONSTRUCTION OF ANY SUCH CROSSING. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. LA2.1 LA3.0 LA4.0 ENLARGEMENT PLAN GRADING AND EROSION CONTROL PLAN STORM DRAIN PLAN 3. MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN ORDERLY CONDITION, FREE OF DEBRIS AND WASTE; UPON COMPLETION OF CONSTRUCTION CLEAN UP THE PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE CONDITION, AS NOTED IN THE GENERAL CONDITIONS. LA5.0 DT1.0 PLANTING PLAN DETAILS SHEET 4. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES EITHER SHOWN OR NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND STRUCTURES DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE LINE LOCATION WITH FRANCHISE & CITY UTILITIES, THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND EISTING SITE CONDITIONS. 5. ANY TREE TRIMMING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ARBORIST, AND SHOULD BE PERFORMED BY CREWS WHO SPECIALIZE IN ARBORICULTURE DT2.0 DT3.0 IR.1 IR.3 DETAILS SHEET DETAILS SHEET IRIGATION LPAN IRRIGATION DETAILS LOCATION MAP SUB-CONSULTANTS E.1 ELECTRICAL PLAN E.2 ELECTRICAL DETAILS & SCHEDULES Studio 16:19 - Irrigation Consultant 1717 North IH35, Suite 308 Round Rock, T Metropolitan Infrastructure - Civil Engineer, Surveyor 1413 East IH30, Suite 3 Garland, T Yaggi Engineering, Inc. - Electrical Engineer 5840 W. I-20, Suite 270 Arlington, T NOTE: CALL DIG-TESS PRIOR TO CONDUCTING AND DIGGING OR UNDERGROUND DEMOLITION WORK.

2 TOC=459.61' GUT=459.18' TOC=460.33' GUT=459.97' TOC=460.85' GUT=460.38' BLACK OUT EIST. PARKING STRIPES TOC=461.04' GUT=460.64' TOC= GUT=461.29' ' REMOVE EIST. CONC. PAVING REMOVE EIST. RAMP BLACK OUT EIST. ACCESSIBLE PARKING STRIPES & SYMBOLS TOC=462.37' GUT=461.98' TOC=462.78' GUT=462.28' 20'-0" TOC=467.14' GUT=466.22' TOC=464.65' GUT=463.73' TOC=465.63' GUT=465.24' TOC=472.45' GUT=472.00' TOC=471.42' TOC=469.27' GUT=470.99' GUT=468.79' TOC=469.31' GUT=468.99' TOC=472.86' GUT=472.44' TOC=471.34' GUT=470.95' TOC=472.97' GUT=472.59' MESQUITE, T REMOVE ACCESSIBLE PARKING SIGN TOC=461.18' GUT=460.70' TOC=462.20' GUT=461.76' TOC=464.30' GUT=463.80' TOC=458.85' GUT=458.47' TOC=459.31' GUT=458.88' TOC=459.85' GUT=459.44' TOC=460.41' GUT=460.00' UTILITY BO TOC=458.71' GUT=458.29' EIST. CONC. PAVING TO REMAIN TOC=462.04' GUT=461.76' TOC=465.19' GUT=464.79' INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES REMOVE EIST. DUGOUT REMOVE EIST. BACKSTOP REMOVE EIST. UTILITY BO REMOVE EIST. PAVING TOC=464.82' GUT=464.36' September 13, 2018 no. date revision REMOVE EIST. FOUL LINE AND OUTFIELD FENCING REMOVE ACCESSIBLE PARKING SIGNS REMOVE EIST. DUGOUT EIST. TREE TO REMAIN (TYP.) TOC=463.27' GUT=462.83' TOC=462.87' GUT=462.41' TOC=462.45' GUT=462.00' TOC=463.31' GUT=462.82' BLACK OUT EIST. ACCESSIBLE PARKING STRIPES & SYMBOLS EIST. CONC. PAVING TO REMAIN TOC=463.98' GUT=463.43' LEGEND 469' TOC GUT EISTING CONTOUR LINE TOP OF CURB ELEVATION GUTTER ELEVATION SPORTS LIGHT POLE TREE drawn by: JH TOC=462.24' GUT=461.79' GRATE DRAIN W/ 18" REINFORCED CONC. PIPE TOC=462.76' GUT=463.31' OVERHEAD ELEC. LINE ACCESSIBLE PARKING SIGN WATER VALVE TOC=462.60' GUT=462.11' FIRE HYDRANT TOC=463.72' GUT=463.18' REMOVE EIST. FOUL LINE AND OUTFIELD FENCING TOC=463.45' GUT=462.96' TOC=463.68' GUT=463.21' TOC=464.33' GUT=463.82' TOC=463.34' GUT=462.99' TOC=463.84' GUT=463.33' HEADWALL SCALE 1" = 20' NORTH The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. EISTING CONDITIONS AND REMOVAL PLAN LA1.0 SHEET 1 OF 5

3 130'-0" FOUL LINE 4" WIDE WHITE PAINT STRIPE (TYP.) 9'-0" TYP. SEE ENLARGEMENT PLAN LA2.1 24'-0" 6" CONC. PAVING REF. DET. 7/DT1.0 W/ MONOLITHIC CURB 15' R DOWELED EP. JT. (TYP.), REF. DET. 5/DT1.0 MESQUITE, T 6' CHAIN LINK FENCE, REF. DET. 2/DT1.0 20' MAINTENANCE GATE, REF. DET. 3/DT1.0 10'-0" 5'-0" WARM UP AREA 20'-0" 50'-0" FOUL LINE 5'-0" 25'-0" 20'-0" 46'-0" 44'-0" 35'-0" 10'-0" 10'-0" 20'-0" 18'-0" 5' R CONTROL JOINT (TYP.), REF. DET. 5/DT1.0 INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES September 13, 2018 no. date revision 3'-0" 130'-0" FOUL POLE, REF. DET. 60' BASE PATH 70'-0" 6'-0" ALT. BID GRASS INFIELD R9'-0" R10'-0" TYP. R50'-0" CLAY INFIELD AS SPEC.'D. 60' BASE PATH drawn by: JH 20'-0" 30'-0" 50'-0" WARM UP AREA 6' CHAIN LINK FENCE, REF. DET. 2/DT1.0 R130'-0" (BASE BID)6' OUTFIELD FENCE, REF. DET. 4/DT2.0 (ALT BID)6' OUTFIELD FENCE, REF. DET. 5/DT2.0 5'-0" 3'-0" 20' MAINTENANCE GATE, REF. DET. 3/DT1.0 10'-0" FOUL POLE, REF. DET. SCALE 1" = 20' NORTH CONSTRUCTION LAYOUT PLAN LA2.0 SHEET 2 OF 5 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws.

4 25'-0" 5" CONC. PAVING REF. DET. 6/DT1.0 12'-0" MESQUITE, T BRICK COLUMN (TYP.) REF. DET. 3/DT2.0 BRICK HONOR WALL REF. DET. 3/DT2.0 4" DIAGONAL WHIT O.C. 8'-0" DOWELED EP. JT. (TYP.), REF. DET. 5/DT1.0 5'-0" 8'-0" 8'-0" 5'-0" 11'-0" 7'-6" INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES ACCESSIBLE PARKING SYMBOL, 5' R 7'-10" 7'-6" 12'-0" STAINED CONC. BAND September 13, 2018 ACCESSIBLE RAMP (TYP.), REF. DET. 2/DT2.0 R16'-0" ACCESSIBLE PARKING SIGN (TYP.), REF. DET. 1/DT2.0 DOWELED EP. JT. (TYP.), REF. DET. 8/DT1.0 DUGOUT, REF. DET. 1/DT3.0 6' CHAIN LINK FENCE, REF. DET. 2/DT1.0 4' PEDESTRIAN GATE, REF. DET. 4/DT1.0 5'-0" 25'-0" 3'-0" 35'-0" (BASE BID) CHAIN LINK BACKSTOP, REF. DET. 3/DT3.0 UTILITY BO 1 30'-0" 2 6'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 30'-0" R10'-0" R25'-0" 10' R 14'-6" 2'-0" CONTROL JOINT (TYP.) REF. DET. 5/DT1.0 R10'-6" 8'-6" R10'-0" 4' R 20'-0" 4'-6" COORDINATE PT. TABLE NUMBER NORTHING EASTING no. date revision drawn by: JH (ALT. BID) CHAIN LINK BACKSTOP W/ BRICK BACKSTOP WALL BELOW, REF. DET. 4'-0" 35'-0" 5'-0" 16'-0" 5' R 5' R 4" WIDE WHITE PAINT STRIPE DUGOUT, REF. DET. 1/DT3.0 DOWELED EP. JT. (TYP.), REF. DET. 8/DT " 7'-0" 5'-0" 25' ' PEDESTRIAN GATE, REF. DET. 4/DT1.0 SCALE 1" = 10' NORTH The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. ENLARGEMENT PLAN LA2.1 SHEET 3 OF 5

5 TOC=472.45' GUT=472.00' TOC=460.33' GUT=459.97' TOC= GUT=461.29' ' TOC=461.04' GUT=460.64' TOC=460.85' GUT=460.38' TOC=462.37' GUT=461.98' TC T TOC=464.65' GUT=463.73' TOC=462.78' GUT=462.28' TC TC TP TP TP TP TP TP TP TP INLET PROTECTION REF. DET TC TC TOC=464.82' GUT=464.36' TC TP TP TP TP TOC=462.87' GUT=462.41' TOC=463.98' GUT=463.43' TP TP drawn by: JH TOC=462.45' GUT=462.00' RCPD= TOC=462.24' GUT=461.79' TOC=462.76' GUT=463.31' revision date TP TP no TP TOC=463.31' GUT=462.82' TOC=463.27' GUT=462.83' September 13, TP INLET PROTECTION REF. DET TP TP TP TOC=465.19' GUT=464.79' TP TP TOC=462.04' TP GUT=461.76' INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES TC TI TC TC TP TP TP TOC=464.30' GUT=463.80' TC TP TP TOC=458.71' GUT=458.29' TOC=465.63' GUT=465.24' TC TOC=460.41' GUT=460.00' TOC=459.85' GUT=459.44' TOC=462.20' GUT=461.76' TOC=461.18' GUT=460.70' TOC=459.31' GUT=458.88' TC TOC=458.85' GUT=458.47' TOC=469.31' GUT=468.99' TC TOC=471.42' GUT=470.99' TOC=471.34' GUT=470.95' TOC=459.61' GUT=459.18' TC TOC=467.14' GUT=466.22' TP TOC=469.27' GUT=468.79' TC MESQUITE, T TOC=472.86' GUT=472.44' LEGEND TOC=462.60' GUT=462.11' TOC=463.72' GUT=463.18' SILT FENCE REF. DET TOP OF CURB (EIST.) GUT GUTTER ELEVATION 460 PROPOSED CONTOUR LINE PROPOSED SPOT GRADE TOC=463.84' GUT=463.33' TOC=463.34' GUT=462.99' TP TOP OF PAVING TC TOP OF CURB TI TOP OF INLET SWALE CENTER LINE ACCESSIBLE ROUTE TOC=464.33' GUT=463.82' TOC=463.68' GUT=463.21' TOC=463.45' GUT=462.96' TOC EISTING SPOT GRADE EISTING CONTOUR LINE RCPD= RCPD= RCPD= NORTH SCALE 1" = 20' LA3.0 GRADING AND EROSION CONTROL PLAN U OH U OH SHEET 4 OF 5 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws.

6 SOLID SOD TIFWAY 419 SOLID SOD TIFWAY 419 MESQUITE, T INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES APPRO. TURF LIMITS LINE SOLID SOD TIFWAY ~ TEAS RED OAK September 13, 2018 no. date revision APPRO. TURF LIMITS LINE PLANT LIST QUANTITY COMMON NAME BOTANICAL NAME CAL. SHADE TREES 3 TEAS RED OAK QUERCUS TEANA 3' CAL. ALT. BID REMOVE & REUSE EIST. INFIELD SURFACING NOTE: 1. SOLID SOD ALL AREAS DISTURBED BY CONSTRUCTION WITH TIFWAY 419 BERMUDA GRASS drawn by: JH ALT. BID TIFWAY 419 APPRO. TURF LIMITS LINE APPRO. TURF LIMITS LINE EIST. TREE (TYP.) SOLID SOD TIFWAY 419 NORTH PLANTING PLAN LA4.0 SCALE 1" = 20' SHEET 5 OF 5 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws.

7 A POST END CLAMP POST FITTING METHOD WELD RAIL TO END CLAMP IN AT LEAST 4 PLACES RAIL RAIL POST ATTACHMENTS BOLT TOP RAIL BOLT TIGHTNER TRUSS ROD NON-CORROSIVE BOLT RAIL END CLAMP POST END CLAMP METHOD FENCE FABRIC SHALL NOT ETEND MORE THAN 1" ABOVE TOP RAIL #10 VANDAL RESISTANT STAINLESS STEEL SCREW - (TYP.) - 1 PER POST PER STRAP B KNUCKLED SELVAGE END OF FABRIC AT TOP OF FENCE (TYP.) TIE WIRES 2'-0" O.C. - GAUGE TO MATCH FENCE FABRIC. SEE SPECIFICATIONS. CORNER POST FENCE FABRIC CARRIAGE BOLT 1" O.D. BRACE RAIL TYPICAL HORIZONTAL BRACE RAIL ATTACHMENT AT CORNER POST TIE WIRES 2'-0" O.C. - GAUGE TO MATCH FENCE FABRIC. SEE SPECIFICATIONS. TENSION BAR BAND 4" MA. FROM TOP AND BOTTOM RAIL AND 14" O.C. CONCRETE BASE TYPICAL RAIL TIE AT TRUSS CONNECTION DETAIL TYPICAL FENCING AT TOP RAIL INTERMEDIATE FENCE POST D E F G CORNER POST (TYP.) #10 VANDAL RESISTANT STAINLESS STEEL SCREW - (TYP.) - 1 PER POST PER STRAP C FENCE FABRIC STRETCHER BAR CARRIAGE BOLT FENCE FABRIC STRETCH TO ENGAGE EACH FABRIC LINE TYPICAL CORNER POST FENCING TIE WIRES 2'-0" O.C. - GAUGE TO MATCH FENCE FABRIC. SEE SPECIFICATIONS. TYPICAL RAIL TIE AT HORIZONTAL BRACE RAIL GALV. STEEL POST TOP 4'-0" 6" 2'-6" C L 12" DIA. 8'-0" O.C. MA 1/4" x 1/4" STRETCHER BAR W/ 24" O.C. SLOPE TOP OF FOOTING 4" O.D. END, PULL, GATE, & CORNER POST 2" MA FINISH GRADE GALV. TENSION WIRE CONC. EDGING ELEVATION C L LINE POST LOOP CAP WIRE 24" O.C. SCH. 1-5/8" O.D. SCH. 40 GALV. STEEL TOP RAIL TRUSS ROD W/ TIGHTENER AT CORNER AND GATE POST 2-7/8" O.D. SCH. 40 GALV. STEEL LINE POST 4-WIRE TIES/POST 2" SQ., 9 GA CHAIN LINK FABRIC KNUCKLED SELVAGE TOP & BOTTOM CONCRETE FOOTING 4'-0" 6" 14" 10" 6" 9" SECTION FENCE FABRIC ON INSIDE OF FIELD 2-7/8" O.D. SCH. 40 GALV. STEEL LINE POST CONC. MOW EDGE REF. 2/LA04 CONCRETE FOOTING MESQUITE, T INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES 1 MISC FENCE DETAILS NTS 2 CHAIN LINK FENCE 1/2"=1'-0" September 13, 2018 no. date revision 4'-0" 3'-0" C L 3 6" DRILL 1/2" DIA. x 2" HOLE FOR PLUNGER ROD IN CONC. EDGING CONC. EDGING DOUBLE GATE 1/2"=1'-0" 12'-0" 2" SQ. 9 GA. GALV. CHAIN LINK FABRIC W/ KNUCKLED SELVAGE TOP AND BOTTOM TIE CENTERS 2-7/8" O.D. SCH 40 GALV. STEEL FRAME TYP. 3" CLR. MA 1-5/8" SCH 40 GALV. STEEL O.D. MID RAIL 1-3/8" O.D. LOCKABLE PLUNGER ROD C L GALV. STEEL DOME POST CAP TYP. 1/4" x 1/4" STRETCHER BAR W/ BANDS 4" O.D. SCH 40 GALV. STEEL GATE POST GATE HINGE TYP. (180 SWING) 12" DIA. CONC. POST FOOTING 6" 20" 10" 4'-0" 4 C L 2" CLR. MA 4'-0", 6'-0" COMPACTED SUBGRADE CONC. EDGING C L 2" SQ., 9 GA. CHAIN LINK FABRIC WITH KNUCKLED SELVAGE TOP AND BOTTOM 4" 0.D. GATE POSTS 1-5/8" O.D. SCH. 40 GALV, STEEL MID-RAIL 1-7/8" O.D. SCH. 40 GALV, STEEL GATE FRAME, NO WELDED CORNERS GATE HINGE 3 WRAPS OF ROOFING FELT (TYP.) 12" DIA. CONC. POST FOOTING PEDESTRIAN ACCESS GATE 1/2"=1'-0" HEAVY DUTY GALV. STEEL GATE LATCH 5" 5 TYP. SLAB (W/CONTROL JOINT) PEDESTRIAN PAVING 1"=1'-0" TOOLED OR SAWN CONTROL JOINT, 1 4" WIDE x 1" DEEP 3,000 PSI CONCRETE DRY BRUSH FINISH No.4 18" O.C. BOTH WAYS COMPACTED SUBGRADE EPANSION JOINT 18" LONG x 1 2" DIA. SMOOTH DOWEL, GROUT IN PLACE, CAP AND LUBE OPPOSITE END, 18" O.C. 1 2 " FIBER EPANSION JOINT MATERIAL, SEAL TOP 1 2" 3,000 PSI CONCRETE DRY BRUSH FINISH No.4 18" O.C. BOTH WAYS drawn by: JH PROPOSED 6" CONC. VEHICULAR PAVING W/ MONOLITHIC CURB 1/2" DOWELED EP. JT 9" 5" CONC. PAVING FINISH AS SPEC'D NO. 4 BAR CONT. 1/2" DOWELED EPANSION JOINT 6" 6" MATCH SLOPE & RADIUS OF EIST. CURB ONSITE DRY BRUSH CONC. FINISH EIST. ASPHALT PAVING CORE DRILL AS REQUIRED AND GROUT DOWEL IN PLACE EISTING PAVING 1/2" JOINT SEALANT JOINT ABOVE 1/2" FIBER EPANSION MATERIAL NEW PAVING #4 SMOOTH DOWELS 18" 18" O.C MAIMUM (CAP AND LUBE) COMPACTED SUBGRADE PROPOSED CONC. SIDEWALK PAVING 6" NO. 4 24" O.C., B.W. COMPACTED SUBGRADE 9" 9" 6 PED PAVING AT CONC. CURB 1"=1'-0" 7 VEHICULAR PAVING 1"=1'-0" 8 DOWEL JT. AT E. PAVING 1"=1'-0" The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. DETAILS DT1.0 SHEET 1 OF 3

8 60" MIN. GALV. STEEL POST CAP 12"18" REECTIVE ALUMINUM SIGN PANEL 2" DIA., SCH.40 GALV. STL. POST SLOPE TOP OF FOOTING " 12" C L C L C L C L 12" 7'-4" 7'-8" 7'-4" 12" SOLID MASONRY CAP 24" PRECAST CONC. BASEBALLS 4" C B 8" DIA. PIN MOUNTED MEDALLIONS BRUSHED ALUMINUM FINISH GRADE 4" MESQUITE, T 19" 6" 2'-6" CONC.FOOTING 10'-0" 8" 6'-0" 3'-6" R4'-8" A PLAQUE BY OWNER INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES September 13, ACCESSIBLE PARKING SIGN SCALE: 1"=1'-0" 9" DIA. 2 ACCESSIBLE RAMP SCALE: 1"=1'-0" 3 28" 4'-8" 32" 5'-0" 32" 4'-8" 28" HONOR WALL SCALE: 3/8" = 1'-0" ELEVATION 3/8"= 1'-0" no. date revision drawn by: JH 1 7/8" BACKSTOP RAIL 12" 4" BACKSTOP POST 12" FENCE FABRIC 4 OUTFIELD FENCE SCALE: 1/2"=1'-0" 5 OUTFIELD FENCE (ALT. BID) SCALE: 1/2"=1'-0" 6 BALL PASS THRU 1" = 1'-0" 1 7/8" O.D. SCH. 40, GALV. STL. MEMBERS The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. DETAILS DT2.0 SHEET 2 OF 3

9 MESQUITE, T INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES September 13, DUGOUT SCALE: VARIES no. date revision drawn by: JH 2 BACKSTOP THICKENED EDGE SCALE: 1"=1'-0" 3 BACKSTOP SCALE: 1/4"=1'-0" DETAILS DT3.0 SHEET 3 OF 3 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws.

10 GRATE DRAIN PARKVIEW STREET (RIGHT-OF-WAY) MESQUITE, T UTILITY BO no. date revision drawn by: CC EISTING GRATE DRAIN W/ 18" REINFORCED CONC. PIPE 250 Miron Drive Southlake, Texas e: david@dmccaskilldesign.com, t: HEADWALL NORTH E1.1 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. SHEET 1 OF 9

11 24" TREE 26" TREE 34" TREE GRATE DRAIN 24" TREE 18" TREE 20" TREE 12" TREE PARKVIEW STREET (RIGHT-OF-WAY) MESQUITE, T 24" TREE 15" TREE 24" TREE 18" TREE 18" TREE 26" TREE UTILITY BO 26" TREE 24" TREE 9" TREE no. revision date 12" TREE 8" TREE 12" TREE drawn by: CC 8" TREE 28" TREE 12" TREE 9" TREE 15" TREE 22" TREE 250 Miron Drive Southlake, Texas GRATE DRAIN W/ 18" REINFORCED CONC. PIPE 16" TREE 24" TREE 10" TREE 15" TREE 8" TREE 15" TREE 8" TREE 28" TREE 8" TREE 32" TREE 16" TREE SYMBOL LEGEND 38" TREE 15" TREE HEADWALL NORTH 12" TREE 14" TREE 16" TREE 12" TREE 60" TREE 8" TREE 9" TREE 10" TREE 18" TREE U OH 18" TREE 24" TREE 16" TREE 23" TREE 30" TREE U 14" TREE OH 14" TREE 26" TREE E1.2 SHEET 2 OF 9 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. e: david@dmccaskilldesign.com, t: " TREE

12 no. date revision drawn by: CC 250 Miron Drive Southlake, Texas e: t: MESQUITE, T E1.3 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. SHEET 3 OF 9

13 PARKVIEW STREET (RIGHT-OF-WAY) MESQUITE, T GRATE DRAIN UTILITY BO no. revision date drawn by: CC 250 Miron Drive Southlake, Texas GRATE DRAIN W/ 18" REINFORCED CONC. PIPE HEADWALL NORTH U OH E1.4 SHEET 4 OF 9 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. e: david@dmccaskilldesign.com, t:

14 PARKVIEW STREET (RIGHT-OF-WAY) MESQUITE, T GRATE DRAIN UTILITY BO no. revision date drawn by: CC 250 Miron Drive Southlake, Texas GRATE DRAIN W/ 18" REINFORCED CONC. PIPE HEADWALL NORTH U OH E1.5 SHEET 5 OF 9 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. e: david@dmccaskilldesign.com, t:

15 PARKVIEW STREET (RIGHT-OF-WAY) MESQUITE, T GRATE DRAIN UTILITY BO no. revision date drawn by: CC 250 Miron Drive Southlake, Texas GRATE DRAIN W/ 18" REINFORCED CONC. PIPE HEADWALL NORTH U OH E1.6 SHEET 6 OF 9 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. e: david@dmccaskilldesign.com, t:

16 MESQUITE, T no. revision date drawn by: CC E2.1 SHEET 7 OF 9 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. e: david@dmccaskilldesign.com, t: Miron Drive Southlake, Texas

17 Ground level Ground level BALLFIELD SIDE PARKING SIDE SIDE ELEVATION MESQUITE, T no. revision date Ground level BALLFIELD SIDE PARKING SIDE SIDE ELEVATION BALLFIELD SIDE SIDE ELEVATION drawn by: CC Ground level Ground level Ground level BALLFIELD SIDE PARKING SIDE SIDE ELEVATION BALLFIELD SIDE PARKING SIDE SIDE ELEVATION BALLFIELD SIDE SIDE ELEVATION E4.1 SHEET 8 OF 9 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws. e: david@dmccaskilldesign.com, t: Miron Drive Southlake, Texas

18 no. date revision MESQUITE, T 1 EHAUST FAN DETAIL NO SCALE 2 INTAKE AND EHAUST DETAIL NO SCALE 3 TYPICAL ELECTRICAL ENCLOSURE NO SCALE drawn by: CC 4 SPORTS LIGHTING PULL BO 24" x 36" NO SCALE 5 GROUNDING SCHEMATIC AT ENCLOSURE NO. 1 NO SCALE 6 ELECTRICAL ENCLOSURE NO. 1 NO SCALE 250 Miron Drive Southlake, Texas e: david@dmccaskilldesign.com, t: E4.2 SHEET 9 OF 9 The work shown on this is the sole property of the david mccaskill design group. The work shown on this may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this will infringe upon copyright laws.