No preview available
 /
     
Item 5 - ZA16-100 - PlansWESTERRA SOUTHLAKE ZONED: S-P-2 MIXED USE 58.20 ACRES A-1620 TR1 EXISTING DETENTION BASIN 10' WANDERING TRAIL EASEMENT R=5 4. 0 ' 24 ' F I R E L A N E 24' FIRE LANE 2 4 ' F I R E L A N E 5 0 .0 ' R .O .W . 24' FIRE LANE 24' FIRE LANE 506.3' 4 0 3 .0 ' EX. DUMPSTERS AND 8' SCREENING WALL EX. BUILDING EXPANSION APPROVED DEVELOPMENT PLAN KIRKWOOD HOLLOW PHASE III 300 CONVENT ST. CORPORATION ZONED: R-PUD MEDIUM DENSITY RESIDENTIAL 1.46 ACRES VOLUME 12782, PAGE 110 D.R.T.C.T. A-1134 TR 1E KIRKWOOD HOLLOW PHASE 1 ZONED: R-PUD MEDIUM DENSITY RESIDENTIAL CABINET A, SLIDE 4537 P.R.T.C.T. .069 ACRES KIRKWOOD HOLLOW HOA COMMON AREA NO. 2 J.B. MARTIN SURVEY ABSTRACT NO. 1143 MAGUIRE PARTNERS-SOLANA LIMITED PARTNERSHIP ZONED: NR-PUD MIXED USE 46.50 ACRES VOLUME 14641, PAGE 232 D.R.T.C.T. WEST DOVE STREET S T A T E H I G H W A Y N O . 1 1 4 ( V A R I A B L E W I D T H R . O . W . ) ( C A B I N E T A , S L I D E 4 5 3 7 ) P . R . T . C . T . C O N C R E T E P A V E M E N T (VARIABLE WIDTH R.O.W.) ASPHALT ( V A R I A B L E W I D T H R . O . W . ) C O N C R E T E P A V E M E N T 300 CONVENT ST. CORPORATION ZONED: R-PUD MEDIUM DENSITY RESIDENTIAL R.D. PRICE SURVEY ABSTRACT NO. 1207 24.25 ACRES N89°39'47"W 262.2'N0°35'38"E 7.3' N89°24'23"W 250.0' N78°05'47"W 255.0' N89°24'25"W 153.0' N 2 3 ° 4 8 ' 0 3 " W 8 0 7 . 0 ' N45°22'58"E 25.5' S 0 °2 5 '4 2 "W 2 0 3 .1 ' ∆=33°59'40" R=1778.0' L=1054.9' CB=S16°34'08"W C=1039.5' S33°33'58"E 11.1' N 6 6 °1 0 '5 5 "E 1 0 4 6 .3 ' 1 0 ' B U F F E R Y A R D ( T Y P E - E ) 2 5 ' B U I L D I N G S E T B A C K 10'BUFFER YARD (TYPE-E) 30'BUILDING SETBACK 2 5 ' B U F F E R Y A R D ( T Y P E - I ) 5 0 ' B U I L D I N G S E T B A C K 5' BUFFER YARD (TYPE-A) REVISE LOADING DOCK #4 PROP. ELECTRIC LIFT K I R K W O O D B O U L E V A R D 10' UTILITY EASEMENT R = 5 4.0' R = 30.0' R = 3 0 . 0 ' R=54.0' R =5 4 .0 ' R = 30.0' R =3 0 .0 ' R=45.0' R =5 4 .0 ' R = 3 0 . 0 ' R =3 0 .0' R=6 9. 0 ' EX. RIPRAP R =3 0 .0 ' EX. RIPRAP R =5 4 .0 ' EX. RIPRAP R =3 0 .0'R =5 4 .0 ' EX. RIPRAP R =5 4 .0 ' R =5 4 .0 ' R = 3 0 .0 ' R =3 0 .0 ' 1 7 0 .0 ' 173.6'STACKING R =3 0 .0 ' 24' DRIVE 2 0 2 .2 ' S T A C K I N G 24.0'4.0' 12.0' 2 0 7 .0 ' 2 0 6 . 2 ' 10' UTILITY EASEMENT 10' UTILITY EASEMENT 15' WATER EASEMENT 15' SANITARY SEWER UTILITY EASEMENT VOL. 13218, PG. 346 24' FIRE LANE EX. MASONRY SCREENING WALL 45.0°' APPROXIMATE LOCATION OF SURVEY LINE APPROXIMATE LOCATION OF SURVEY LINE PROP. 10' SCREENING WALL VE R I Z O N - D O C K 4 CI T Y O F S O U T H L A K E , TA R R A N T C O U N T Y , T E X A S © SUMMARY CHART -BUFFER YARD Location/ Direction Length Buffer yard Width/Type Canopy Trees Accent Trees Shrubs SH 114 (WEST) 793'25'-IRequired/ Provided Required/ Provided 24 16 96 96162425'-I793' 120203010'-ERequired/ Provided 970'W. DOVE ST. (SOUTH)970'10'-E 30 20 120 1560263910'-E1300'Required/ Provided KIRKWOOD BLVD. (EAST)156026391300'10'-E PARCEL (NORTH) 841050'2111Required/ Provided 5'-A 8421115'-A1050' 117645,950Required/ Provided 18894 Required/ Provided 75% ShrubsUnder story Trees Landscape Area (SF) % of area in front or side Canopy Trees SUMMARY CHART-INTERIOR LANDSCAPE-EXISTING (1/500 SF) (1/250 SF)(1/40 SF) Ground Cover 7055 Seasonal Color 941 75%552,855 9417055117618894 206252,452Required/ Provided 330185 Required/ Provided 75% ShrubsUnder story Trees Landscape Area (SF) % of area in front or side Canopy Trees SUMMARY CHART-INTERIOR LANDSCAPE-ULTIMATE Ground Cover 12,369 Seasonal Color 1849 75%467,388 184912,3692062330185 --Required/ Provided -- Required/ Provided 75% ShrubsUnder story Trees Landscape Area (SF) % of area in front or side Canopy Trees SUMMARY CHART-INTERIOR LANDSCAPE-PROPOSED Ground Cover - Seasonal Color - 75%------ Required/ Provided Landscape Area (SF) Parking Required Ratio 73714,740 SUMMARY CHART-PARKING LOT LANDSCAPE-EXISTING Required/ Provided 20 SF/ Space 17,445 737 23.67 SF/ Space (15 SF)(2 SF) (1/500 SF) (1/250 SF)(1/40 SF) (15 SF)(2 SF) (1/500 SF) (1/250 SF)(1/40 SF) (15 SF)(2 SF) OV E R A L L S I T E P L A N C003 SITE DATA SUMMARY TABLE GENERAL SITE DATA EXISTING ZONING LAND USE DESIGNATION MIXED USES - "C-3, "O-2", "HC" AND "CS" EXISTING ACREAGE (GROSS/NET)1,089,000 SF / 25 AC EXISTING LOT COVERAGE 16.38% EXISTING AREA OF OPEN SPACE 523,678 SF PERCENTAGE OF EX. IMPERVIOUS COVERAGE 51.91% EXISTING BUILDING AREA 178,404 SF EXISTING FLOOR AREA 350,000 SF EXISTING PROVIDED PARKING REQUIRED LOADING SPACES EXISTING PROVIDED LOADING SPACES 3 NUMBER OF PROPOSED LOTS 1 PERCENTAGE OF EX. OPEN SPACE 48.09% EXISTING AREA OF IMPERVIOUS COVERAGE 565,322 SF NUMBER OF STORIES 4 EXISTING MAXIMUM BUILDING HEIGHT 60' (90' TOWER) STANDARD 722 HANDICAP 12 TOTAL 734 AREA OF OUTSIDE STORAGE NONE DECEMBER 2016 JANUARY 2017 START CONSTRUCTION END CONSTRUCTION OVERALL SITE PLAN VERIZON - DOCK 4 SOLANA ADDITION LOT 1, BLOCK 1 PROJECT # ZA16-100 5750 Genesis Ct. Suite 200 Frisco, TX 75034 Contact: Trey Braswell, P.E. Phone: (972) 335-3580 Fax: (972) 335-3779 CIVIL ENGINEER: BEING ALL OF LOT 1, BLOCK 1 SOLANA ADDITION J.B. MARTIN SURVEY, ABSTRACT NO. 1143 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS DATE OF PREPARATION: 2/3/2017 OWNER: Verizon Corporate Resources 600 Hidden Ridge Irving, Texas 75038 Phone: (972) 718-1623 "NR-P.U.D." - NON RESIDENTIAL PLANNED UNIT DEVELOPMENT DISTRICT SOLANA ADDITION LOT 1, BLOCK 1 3 0 GRAPHIC SCALE 80' 80'160' EXISTING FLOOR AREA BY USE EXISTING OFFICE AREA EXISTING NON-OFFICE AREA 157,500 SF 192,500 SF REQUIRED PARKING STANDARD (1:1,000 FOR NON-OFFICE)193 HANDICAP 9 TOTAL 429 STANDARD (1:300 FOR OFFICE)525 SITE VICINITY MAP LANDSCAPE AREA DETENTION AREA LOADING AREA SIDEWALK CONCRETE PAVEMENT FIRE LANE LEGEND DEDFDG DD DC D7 D7 . 2 D6 . 7 D6 . 1 D1 . 2 D1 . 3 D1 . 4 D1 . 5 D1 . 6 DD . 6 3 : 1 2 R O O F S L O P E 3. 9 5 : 1 2 RO O F S L O P E TO P O F S T E E L LO W P O I N T TO P O F S T E E L LO W P O I N T TO P O F S T E E L HI G H P O I N T TO P O F S T E E L HI G H P O I N T F5 F5 F4 EX I S T I N G R O O F AB O V E T O R E M A I N EX I S T I N G R O O F AB O V E T O R E M A I N C ANOPY WIDTH 1 7' - 4" 1' - 0 " 1 ' - 0"1 ' - 0"1' - 0"14 ' - 7 " 10 ' - 9 " A B O V E LO A D I N G D O C K 18 ' - 4 2 5 / 3 2 " 14 ' - 7 " A B O V E LO A D I N G D O C K 18 ' - 5 1 / 1 6 " TO P O F S T E E L HI G H P O I N T 14 ' - 7 " A B O V E LO A D I N G D O C K 14 ' - 8 " 10 ' - 1 0 " A B O V E LO A D I N G D O C K 14 ' - 7 " TO P O F S T E E L LO W P O I N T 10 ' - 9 " A B O V E LO A D I N G D O C K 17 ' - 1 0 1 3 / 1 6 " 13 ' - 1 0 " A B O V E LO A D I N G D O C K 18 ' - 4 " TO P O F S T E E L HI G H P O I N T VA R I E S A B O V E LO A D I N G D O C K 2 A1 1 2 D7 EX I S T I N G B R I C K M A S O N R Y WA L L T O R E M A I N FI L L R E G L E T S L O T A L L AR O U N D W I T H U R E T H A N E NE W R E G L E T F L A S H I N G PR O V I D E D B Y R O O F P A N E L SY S T E M M A N U F A C T U R E R NE W F L A S H I N G P R O V I D E D BY R O O F P A N E L S Y S T E M MA N U F A C T U R E R MA S O N R Y F A S T E N E R PR O V I D E D B Y R O O F P A N E L SY S T E M M A N U F A C T U R E R PR O V I D E C O N T I N U O U S SE A L A N T A T F L A S H I N G NE W S T A N D I N G S E A M ME T A L R O O F S Y S T E M NE W S T E E L B E A M . RE F E R T O S T R U C T U R A L DR A W I N G S F O R CO O R D I N A T I O N NE W S T E E L C H A N N E L . RE F E R T O S T R U C T U R A L DR A W I N G S F O R CO O R D I N A T I O N 17 ' - 9 " TO P O F S T E E L (H I G H P O I N T ) VA R I E S A . F . F . 8 " M I N I M U M PROJECT NO:CASE NO: -STAMP COPYRIGHT:CHECKED BY:DRAWN BY:DESIGNED BY:CAD DWG FILE:NETWORK COMPLIANCE SUBMITTALS PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90% SUBMISSION 100% SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS)DATE BCD 1 2 3 BC 4 5 DE A 1 2 3 4 A SHEET TITLE SHEET NUMBERTo all plans, specifications and reports to which seal of an architect has been applied, there shall also be applied a stamp with appropriate wording warning that it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter an item in any way.This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden.5 6MSCWEKEY PLANSAC NEC N NOCADMINMEPDC NECNEC 2A BREAK SCOPE OF WORKMPP ENGINEERS LLC 34 S Main St Allentown, NJ 08501 Phone: (609) 489-5511 5750 Genesis Ct. Suite 200 Frisco, TX 75034 Phone: (972) 335-3580 Fax: (972) 335-3779 A112ARCHITECTURALROOF PLAN AND DETAILS1629016290-ARCH Designer Author CheckerSOUTHLAKE DOCK #4 MODIFICATIONS 500 WEST DOVE RD. SOUTHLAKE, TX A1 1 2 SC A L E : 1 / 8 " = 1 ' - 0 " 1 PA R T I A L R O O F P L A N - N E W W O R K A1 1 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " 2 DE T A I L - A T R O O F F L A S H I N G ( T Y P ) 0 41 2 81 6 0 0. 2 5 0 . 7 5 0. 5 1 ZA16-100REV DESCRIPTION DATE D1 . 5 D1 . 6 1 A3 1 0 9 A3 1 0 F1 0 F2F2 F5F3 F3 F5F4 F3 C1 C1 F3 F2 E1 E2 E2 F1 0 A2 A2 14 ' - 9 " 17 ' - 9 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 1 0 " A . F . F . TO P O F S T E E L (H I G H P O I N T ) 13 ' - 1 0 " A . F . F . 18 ' - 6 " TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . 14 ' - 8 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . E3 FIRST FLOOR 3' - 11"EXISTING DOCK GRADE LEVEL 0' - 0"T.O. UPPER PARAPET 29' - 0" D1 . 3 D1 . 4 NEW GRADE LEVEL -2' - 1" 2 A3 1 0 C1 B1 F2 F1 F4 B1 F2 F5 F7 F1 0 F2 F3 F3 F3 E2 14 ' - 8 " 18 ' - 6 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . 17' - 9"TOP OF STEEL (HIGH POINT)13' - 10" A.F.F.14' - 9"TOP OF STEEL (LOW POINT)10' - 9" A.F.F. FI R S T F L O O R 3' - 1 1 " EX I S T I N G D O C K G R A D E L E V E L 0' - 0 " D7 T. O . U P P E R P A R A P E T 29 ' - 0 " T. O . L O W E R P A R A P E T 27 ' - 0 " D1 . 2 NE W G R A D E L E V E L -2 ' - 1 " F4 E2 F5 F3 F3 F3 F3 F3 F2 E2 F1 1 F7 A2 A2 E1 F2 14 ' - 8 " 18 ' - 6 " TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . E3 FIRST FLOOR 3' - 11"EXISTING DOCK GRADE LEVEL 0' - 0"DE DD DC T.O. UPPER PARAPET 29' - 0"T.O. LOWER PARAPET 27' - 0"NEW GRADE LEVEL -2' - 1"8 A310DD.6 2 A112 GUARD RAIL 3' - 6" F4 F3 F3 C1 F1 F1 F2 F2 E2 E1 E2 F5 F7 F1 0 F8 A2 A2 F2 F1 0 F3 F2 14' - 9"17' - 9"TOP OF STEEL (LOW POINT)10' - 10" A.F.F.TOP OF STEEL (HIGH POINT)13' - 10" A.F.F. 18 ' - 6 " 14 ' - 8 " TO P O F S T E E L (H I G H P O I N T ) 14 ' - 7 " A . F . F . TO P O F S T E E L (L O W P O I N T ) 10 ' - 9 " A . F . F . NEW WORK KEYNOTES PROJECT NO:CASE NO: -STAMP COPYRIGHT:CHECKED BY:DRAWN BY:DESIGNED BY:CAD DWG FILE:NETWORK COMPLIANCE SUBMITTALS PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90% SUBMISSION 100% SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS)DATE BCD 1 2 3 BC 4 5 DE A 1 2 3 4 A SHEET TITLE SHEET NUMBERTo all plans, specifications and reports to which seal of an architect has been applied, there shall also be applied a stamp with appropriate wording warning that it is a violation of the law for any person, unless acting under the direction of a licensed architect, to alter an item in any way.This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden.5 6MPP ENGINEERS LLC 34 S Main St Allentown, NJ 08501 Phone: (609) 489-5511 5750 Genesis Ct. Suite 200 Frisco, TX 75034 Phone: (972) 335-3580 Fax: (972) 335-3779 A113ARCHITECTURALBUILDING ELEVATIONS1629016290-ARCH Designer Author CheckerSOUTHLAKE DOCK #4 MODIFICATIONS 500 WEST DOVE RD. SOUTHLAKE, TX REV DESCRIPTION DATE A1 1 3 SC A L E : 1 / 4 " = 1 ' - 0 " 1 EL E V A T I O N - D O C K A N D N E W C A N O P T Y 1A 1C 1B A1 1 3 SC A L E : 1 / 4 " = 1 ' - 0 " 2 PA R T I A L E L E V A T I O N - B U I L D I N G E A S T AF L O O R A1 Infill existing dock leveler pit with new concrete pad to match existing dock elevation. Refer to structural drawings for coordination.A2 Extend existing dock with new concrete slab and foundation. Refer to structural drawings for coordination.A3 New concrete slab on grade. Refer to structural drawings for coordination.B PARTITIONS B1 Infill with new CMU block and brick face to match existing exterior wall thickness.B2 Infill with new metal studs and GWB to match interior wall thickness.B3 C OPENINGS C1 New 96"W x 104"H overhead coiling roll-up door. Basis of Design: Overhead inslulated heavy-duty rolling service door, model No. Stormtite 625 DC E I L I N G S D1 Patch and infill with existing ceiling grid and tile as required.Replace any ceiling grid or tile that is damaged with new as required to match existing type and color.EE Q U I P M E N T E1 Provide new 72"W x 96"D stationary dock lift. Basis of Design: Pentalift Equipment Corp. Quad hydraulic transport scissor lift.E2 Provide 10"W x 18"H x 4" molded dock bumper by Pentalift or approved equal. (Typical for 2)E3 Provide DOK-Guardian lig ht-duty safety barrier.F MISCELLANEOUS F1 New 1 1/2" diameter painted steel hand railing to match existing facility standards.F2 New 1 1/2" diameter painted steel guard railing to match existing facility standards.F3 New steel tube column with Brick cladding. Refer to structural drawings for coordination.F4 New canopy roof system. Basis of Design: Centria SDP 175 structural standing seam metal roof system. Refer to structural drawings for more information.F5 Provide new aluminum gutter with downspout.F6 Existing concrete stairs to remain.F7 Existing concrete dock to remain.F8 Existing concrete retaining wall to remain.F9 New concrete curb. Refer to civil drawings for coordination.F10 New concrete retaining wall. Refer to structural drawings for coordination.F11 New concrete stairs. Refer to structural drawings for coordination.G ELECTRICAL H PLUMBING/FIRE PROTECTION P1 New floor drain in concrete pit. Refer to plumbing drawings for coordination. 0 26 48 026 48 ZA16-100 EXISTING DETENTION BASIN 2 4 ' F I R E L A N E 5 0 .0 ' R .O .W . ANE 24' FIRE LANE 300 CONVENT ST. CORPORATION ZONED: R-PUD MEDIUM DENSITY RESIDENTIAL 1.46 ACRES VOLUME 12782, PAGE 110 D.R.T.C.T. A-1134 TR 1E KIRKWOOD HOLLOW PHASE 1 ZONED: R-PUD MEDIUM DENSITY RESIDENTIAL CABINET A, SLIDE 4537 P.R.T.C.T. .069 ACRES KIRKWOOD HOLLOW HOA COMMON AREA NO. 2 ( V A R I A B L E W I D T H R . O . W . ) ( C A B I N E T A , S L I D E 4 5 3 7 ) P . R . T . C . T . C O N C R E T E P A V E M E N T 300 CONVENT ST. CORPORATION ZONED: R-PUD MEDIUM DENSITY RESIDENTIAL R.D. PRICE SURVEY ABSTRACT NO. 1207 24.25 ACRES 1 0 ' B U F F E R Y A R D ( T Y P E - E ) 2 5 ' B U I L D I N G S E T B A C K REVISE LOADING DOCK #4 PROP. ELECTRIC LIFT K I R K W O O D B O U L E V A R D EX. RIPRAP EX. RIPRAP EX. RIPRAP EX. RIPRAP 173.6'STACKING 24' DRIVE 15' WATER EASEMENT 15' SANITARY SEWER UTILITY EASEMENT VOL. 13218, PG. 346 EX. MASONRY SCREENING WALL APPROXIMATE LOCATION OF SURVEY LINE PROP. 10' SCREENING WALL