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Item 6A - PlansfJHART GAUGLER +ASSOCIATES November 4, 2019 Mr. Dennis Killough City of Southlake, Texas Planning and Development Services 1400 Main Street, Suite 310 Southlake, Texas 76092 Re: Carroll Independent School District Dragon Stadium Addition HGA Project Number 219312 Dear Dennis: Carroll ISD desires to add two restrooms to the home side of Dragon Stadium at 1085 S. Kimball Avenue, Southlake, Texas. I Irilirioc Water and Sanitary Sewer service: Water and sanitary sewer will be extended to the new facility from existing lines on site. No additional meters will be required. Electric, Telephone, and Gas: Franchise utilities exist on -site. Landscape: The tree removed for the building addition will not be mitigated per variance request. Please contact me with any questions or comments you may have. Sincerely, Hart, Gaugler + Associates, Inc. John D. Blacker, P.E. Principal F:\2019\219312\Civil\Submittals\City Submittals\2019-11-04 Site Plan DRAGON 12801 N. Central Expressway, Suite 1400, Dallas, TX 75243 hartgaugler.com c M � V X z Q LL J w D- Of W X II T U) C o 0) x own U J D- O M W X N �z N Q O J C)d � = N d,af� o N `- N X J N ww� � (D O X Q N �LLir6; O F N NX 0� mw 0 w�I-z F �Xd� !'�� GARY & DIANA CHAMBERLAIN INST. NO. D209054829 C, D.R.T. C.T. /EX. CHAIN EX. BARBED 3� uN MALL 89•52'55"E 1085.46' N85°16'32'�E� LINK FENCE WIRE FENCE 48.81' r �/ / -rno I L h �n � I - L----_------ .I h, fS89°43'47"W 332.55' I �h 2 _ 10' U.E. FROM PLAT 62.3' qp 52 EX. CHAIN LINK FENCE 48 INSTALL 36 L.F. SCREENING WALL TO MATCH EX. PLANT -PRECAST ARCHITECTURAL CONCRETE FENCING a I I n �l I PA T I � I r � J 24' 24' 24' 24' DO 9 II I I I I S IN IGH II M z T O 0 50 50 0 5 g' 52 52 52 52 52 cam, 2 - - N I I o q�" 0 10' m I S� 37 2 Ld z_ I U' ,z STORM � I % o INLET J J I m 1 O'x25' OFF STIR T R ENI I I LOADING SPACE Ln EXISTING POND N EX. 8' CHAIN LINK FENCE FIRE HYDRANT I � 10 1E� s _ 16 N88.46'20"W 261.3 LOUIS EST & AMERICA KAPOSTA VOL. 6478, PAGE 898 D.R.T.C.T. ZONED AG LUD - INDUSTRIAL MICKY D. ETUX ROSE M. KENDRICK D OF EX. THOMAS FAMILY PARTNERSHIP LLLP INST. NO. D207134227 D.R.T.C.T. ZONED SP2 LUD - INDUSTRIAL 10' U.E. z 0I 0 NII rill I FIRE HYDRANT `4 co w II STORM INLET! I EX. TRASH DUMPSTER WITH `- 6' HIGH MASONRY SCREENING WALL - - - 11.2 10' U.E. PROPOSED CONCRETE PARKING 8' CHAIN LINK SECURITY FENCE RELOCATED CHANDRACO BROADGATE GROUP INST. NO. D207280472 D.R.T.C.T. ZONED SF 1A LUD - LOW DENSITY RESIDENTIAL BOBBY & IVA DARLEN STRUEMPLER INST. NO. D208306900 D.R.T.C.T. FROM PLAT - 51.1 GRASS ❑Hp ❑HP OHP DHP ❑HP -Ec 10' TYPE C LAND t WITH 1338 L.F. EX. SCREENING DEVICE %�Z/?i' ?5' BUILDING LINE ZONED 01 LUD - OFFICE COMMERCIAL OFFER CHARLESTON COURT LP H INST. NO. D205158792 D.R.T.C.T. S89°26'47"E 252.80' FROM PtAl _ _ 1n' II rJ HDIVESA DS SC R A D F 0 FB NL SPE K R P L FI L 8' MASONRY S R E I G WALL ZONED 11 LUD -INDUSTRIAL ss ss ss 6' CONCRETE A=23°34'57" CAPITAL ONE S L J CONTINENTAL PLAZA LTD x� G INST. NO. D209179594 GREEN MEADOW SUBDIVISION SIDE -WALK R=753.00' D.R. T.C.T. LOT 3R5R CL=307.75' 1 nl 55 / 10' TYPE A LANDSCAPE BUFFER STORAGE BUILDING LOCATION 24'X50' A & B PROPERTIES INC ETAL INST. NO. D207391683 D.R.T.C.T. ZONED 11 LUD - INDUSTRIAL I I II \ I 5' CONCRETE SIDEWALK S89.26'47" 104.37- 6 - - R W --�---------- I ' I I I II I I II III I I S+M INLETI I I I �J I n � I 1 t0 I III I I II III BFR I I 1 I 10D.E.1 -RJ CL III I� � I I IL I I I I I ONED SP1 IL - PUBLIC/ S�MI-PUBLIC I CARROLL ISD I O. LOCKDIITION1 I LOT 1 5' CONCRETE SIDEWALK ISTgRM INLET I PT II flliRIII A & B PROPERTIES INC. ETAL INST. NO. D207391683 D.R.T.C.T. A & B PROPERTIES INC. ETAL INST. N0. D207391683 D.R.T.C.T. II I I I I II I I III I I L---- / ss -r A--6°30'26" I R=68199' CL=77.41' /A=10°49' 10"I R=681.99' RM INLET CL=128.59' I I I I I I II I I I I I I I I Li SITE DATA SUMMARY EXISTING PROPOSED ZONING SP-1 SIP-1 LAND USED DESIGNATION PUBLIC/ SEMI-PUBLIC PUBLIC/ SEMI-PUBLIC GROSS ACREAGE 35.801 35.801 NET ACREAGE 35.801 35.801 NUMBER OF PROPOSED LOTS 1 1 AREA OF OPEN SPACE 11.01 ACRES 11 ACRES AREA OF IMPERVIOUS COVERAGE 24.79 ACRES 24.80 ACRES PERCENTAGE OF OPEN SPACE 30.75% 30.73% PERCENTAGE OF IMPERVIOUS COVERAGE 69.25% 69.27% BUILDING AREA (BUILDING FOOTPRINT) STADIUM HOME 44,780 44,995 STADIUM VISITOR 21,540 21,540 FIELD HOUSE 11,590 11,590 MAINTENANCE BUILDING 11,535 11,535 NUMBER OF STORIES 3 3 MAXIMUM BUILDING HEIGHT 80'-0" 80'-0" PROPOSED FLOOR AREA STADIUM SEATING 10,700 10,700 HOME 7,683 7,683 VISITOR 3,017 3,017 FLOOR AREA BY USE STADIUM BUILDING: CONCESSION 3,500 3,500 STORAGE 400 400 OFFICE 1,500 1,500 RESTROOMS 4,875 5,090 PRESS BOX 3,379 3,379 D.R. C 1,700 1,700 FLOOR AREA BY USE MAINTENANCE BUILDING: SHOP 5,825 5,825 OFFICE 1,750 1,750 STORAGE 2,057 2,057 REQUIRED PARKING/GAME 2,096 2,096 PROVIDED PARKING/GAME STANDARD 2,052 2,052 HANDICAP 44 44 TOTAL 2,096 2,096 BUSES 44 44 PROVIDED PARKING/NON-GAME STANDARD 1,911 1,911 HANDICAP 44 44 TOTAL 1,955 1,955 BUSES 94 94 LOADING SPACES: REQUIRED/PROVIDED TWO/TWO TWO/TWO AREA OF OUTSIDE STORAGE 108,150 108,150 PERCENTAGE OF OUTSIDE STORAGE 7.00% 7.00% START CONSTRUCTION MONTH/YEAR FEBRUARY 2020 END CONSTRUCTION MONTH/YEAR JULY 2020 0.8 a ° Q m o INWOODFo 14 a F NO KNO��S B1L4 a Ou��gk£ e0w 1709 1 WALL B w z a o m m Q Y •�� U IY W o� D Z G� SITE U Z 6 26 Z o m R 2 G` BUFFERYARD SUMMARY BLOCK 1 - LOT 1 LOCATION LENGTH (ft.) BUFFERYARD CANOPY TREES ACCENT SHRUBS FENCING/SCREENING WIDTH -TYPE TREES HEIGHT & MATERIAL NORTH REQUIRED 1338' 10'-C 40 53 160 8' HIGH SCREENING DEVICE PROVIDED 1338' 10'-C 40 53 160 8' HIGH SCREENING DEVICE EAST SILICON REQUIRED NONE NONE NONE NONE NONE NONE DR. PROVIDED NONE NONE NONE NONE NONE NONE SOUTH REQUIRED 800' a 1O'-E 8 16 64 NONE KIMBALL AVE. PROVIDED 800' a 10'-E 8 16 64 NONE WEST REQUIRED NONE NONE NONE NONE NONE NONE PROVIDED NONE NONE NONE NONE NONE NONE INTERIOR LANDSCAPE SUMMARY REQUIRED/ LANDSCAPE % AREA CANOPY ACCENT GROUND PROVIDED AREA (sq.ft.) FRONT SIDE TREES TREES SHRUBS COVER (sq.ft.) 20 REQUIRED SQ.FT/SPACE 50% NONE 1 PER ISLAND NONE NONE 30,000 SQ.FT. 20 PROVIDED SQ.FT/SPACE 50% NONE 1 PER ISLAND NONE NONE 32,000 SQ.FT. *NOTE ANY CREDITS USE IN CALCULATIONS: A. REQUIRED PLANT MATERIAL HAS BEEN REDUCED BY 20% FOR AN INCREASE IN BUFFERYARD WIDTH. B. BUFFERYARD LENGTH HAS BEEN REDUCED TO ACCOMMODATE THE SHOWN DRIVES. NOTES: 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE BUILDING PERMIT APPLICATION PROCESS. CREDITS FOR A REDUCTION IN REQUIRED PLANT MATERIALS AS SPECIFIED BY CITY ORDINANCE WILL BE DETERMINED DURING T HIS BUILDING PERMIT PROCESS. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2" IN CALIPER AND 50% MUST BE 4" INCALIPER. THIS INCLUDES PLANTINGS IN BUFERYARDS AS WELL AS INTERIOR TO THE SITE. 3. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN PLANTED. 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY. VICINITY MAP N.T.S. N W 'IS� E S 0 100, 200' GRAPHIC SCALE 100' LEGEND PROPERTY LINE EXISTING FIRE LANE EXISTING LIGHT POLE * PROPOSED LIGHT POLE s? V J Q W co o � Q a� o � 00 X LL � ���0o� �(�^•L�N v U O J Lr) O Q N ~ N i C N O LU w � LL J C (� co Ll1 L 7C) U UCo L0 o N 0 O ( U CID f` .J L_ N O to z Q) ~ Q 2 REVISED SITE PLAN CARROLL ISD No. 6 ADDITION LOT 1, BLOCKS 1 AND 2 41.347 ACRES (1,709,4770) A.A. McDONALD SURVEY ABSTRACT No. 1013 TARRANT COUNTY, TEXAS CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CITY OF SOUTHLAKE CASE No. ZA19-0067 OWNER ENGINEER CARROLL ISD BOARD OF TRUSTEES HART GAUGLER + ASSOCIATES, INC. 2400 N. CARROLL AVENUE 12801 N. CENTRAL EXPWY. SUITE 1400 SOUTHLAKE, TEXAS 76092 DALLAS, TEXAS 75243 817-949-8228 972-239-5111 / 972-239-5055 (FAX) JOHN HAUGEN TEXAS REGISTERED ENGINEERING FIRM #F-5053 JOHN. HAUGEN@SOUTHLAKECARROLL.EDU JOHN D. BLACKER JBLACKER@HARTGAUGLER.COM SURVEYOR ARCHITECT BRITTAIN AND CRAWFORD GLENNIPARTNERS 3908 SOUTH FREEWAY 5646 MILTON STREET, SUITE 426 FORT WORTH, TEXAS 76110 DALLAS, TEXAS 75206 817-926-0211 469-930-7655 CHRIS BLEVINS PATRICK GLENN CLB@BRITTAIN-CRAWFORD.COM PATRICK.GLENN@GLENN-PARTNERS.COM NOVEMBER 4, 2019 z O - CO ,X 0w Q ~ �M O z} C) N Q � C) C) Q�amz OY>_O� O > Q 0��coy 00 m W V J O 0 J Z = p O 0 N 00 LL I..L 2 O a Q � U � rn 0 N z 3: 10 Lu Ill 0 g N_ CO Q Q 2 Q M i Z M N T O _0 z U (ME 0 O N (Q cA D U d SHEET C0.01 101 EXTERIOR MATERIAL LEGEND C� JrF> 1 �l GALVANIZED STEEL CANOPY, COLOR TO MATCH ADJACENT EXISTING EIFS, COLOR TO MATCH EXISTING `r 'REFERENCE 02/AO1 FOR MATERIAL DESIGNATIONS 04 EXTERIOR ELEVATION - EAST SCALE: 1/8" = 1'-0" TOP OF CANOPY 162'-0" _PRESS BOX - LEVEL 01 152'-8" TOP OF LOW ROOF gL 135'-0" CONCOURSE 118' - 6" 'REFERENCE 02/A01 FOR MATERIAL DESIGNATIONS 03 EXTERIOR ELEVATION - WEST SCALE: 1/8" =1'-0" 15 14 13 12 11 10 I I I I I I I GALVANIZED STEEL CANOPY, COLOR TO MATCH ADJACENT EXISTING ALL METAL COPING, COLOR TO MATCH EXISTING M PREFINISHED METAL OPEN FASICA, COLOR TO MATCH EXISTING — c 11114 SPLIT FACE, CMU-3 METAL FENCE AND GATE, BRICK-1, MODULAR COLOR TO MATCH EXISTING SPLIT FACE, CMU-2 02 EXTERIOR ELEVATION - NORTH SCALE: 1/8" = 1'-0" METAL COPING, COLOR TO MATCH EXISTING EIFS, COLOR TO MATCH EXISTING PREFINISHED METAL FASICA, COLOR TO MATCH EXISTING BRICK-1, MODULAR BRICK-2, MODULAR IL _ PAIN ED CONCRETE STR C I TO MATCH EXISTING SPLIT FACE, CMU-1 BRICK-1, MODULAR HOLLOW METAL DOOR, PAINTED TO MATCH ADJACENT F- TOP OF LOW ROOF 135' - 0" CONCOURSE 118- - 6" TOP OF CANOPY 162' - 0" PRESS BOX - LEVEL 01 152' - 8" TOP OF LOW ROOF 135'-0" CONCOURSE 118' - 6" 12 13 0 14 20' - 0" a RESTROOM RESTROOM, 01 ENLARGED PLAN - RESTROOM ADDITION SCALE. 1/8 - 1'-0' NOTE: ALL PROPOSED MATERIALS TO MATCH EXISTING BUILDING 5 i ALL METAL COPING, COLOR TO MATCH EXISTING EIFS, COLOR TO MATCH EXISTING BRICK-2, MODULAR CMU-1, SPLIT FACE PAINTED CONCRETE STRUCTURE BRICK-1, MODULAR CMU-3, SPLIT FACE CMU-2, SPLIT FACE o T 5646 MILTON STREET, SUITE 426 DALLAS, TEXAS 75206 WWW.GLENN-PARTNERS.COM COPYRIGHT © 2018 GLENN I PARTNERS y J O O ci � Z W W a o z N W �o < C-0 y a W m cz oc 0 o c �� T v J NO REVISION DATE GLENN PARTNERS PROJECT NO. 19-005 A01 BUILDING ADDITION ELEVATIONS CASE NO. ZA19-0067 SITE PLAN SUBMITTAL 11 /04/2019 z 9 9 5L-�b9 O \ \ 1 i 0-) 1 d N N SSMH �O O O \ O F LA \E- Q0 Q \ U 07 \\ U \\ \\ 00 O-LL N \ \ \ — — — — — — — — — — — — — — — — — — — — — — — — — — -- --------------- -- ----------------------------- --- ----- I I rl-\ -�'v \ w w w w w w w w w w w w w �\ w w In —-----------� —------- \\— --————————------�— — — ��— 44----- �-- —------------ i� — 2g� cell I— �--- ------------- -� - a --�- --�--------- - -- ------ -- - ---�\� ---- -- / (O x x LL w ry x x w x LL w x C O 0) (6 I 0 U LL w X U) x LL w Of x 2 LL 06 0 0 LL w 06 N 2 a o x o x Q W � U o x o O LL oLL �U J LL x M W v=�Q O COOJ x LL LL N m W f o x N ' J N co w co (D M —7Z 6] X Q N LL mow= Q� �-� O X 0 N } m 5 W � H z � x 0- W E S 0 10' 20' GRAPHIC SCALE - I "=10' LEGEND PROPERTY LINE FLOW DIRECTION -600- — — - EXISTING CONTOURS ----601---- 600 PROPOSED CONTOURS 601 R R HIGH POINT 621.42 TOP OF PAVEMENT OR TIP PROPOSED GRADE 622.19 TOP OF SIDEWALK TS 622.19 MATCH EXISTING ELEVATION ME NOTES: 1. CONTRACTOR TO ENSURE SIDEWALKS DRAIN AWAY FROM BUILDING. 2. SIDEWALK TO HAVE A MAX. 5% GRADE AND 2% CROSS SLOPE. 3. THE CONTRACTOR MUST REFER TO CITY OF CITY OF SOUTHLAKE ENGINEERING DEPARTMENT SUPPLEMENTAL DESIGN STANDARDS. 4. PROPOSED GRADES SHALL MATCH EXISTING GRADES AT PROPERTY LINE. 5. THE MAXIMUM SLOPE MUST BE 4:1. 6. CONTRACTOR MUST COORDINATE WITH ARCHITECTURAL, MEP, LANDSCAPE, AND IRRIGATION PLANS. MONUMENT 47 WGS 84 POSITION LATITUDE: 325751.93708 LONGITUDE: 970704.98605 ELLIP HGHT: 563.67 MONUMENT 48 WGS 84 POSITION LATITUDE: 325537.08572 LONGITUDE: 970626.94263 ELLIP HGHT: 540.45 a a vJ Q W co o � Q a� o � 00 X LL Q, Ln E U) LO ��^^•LU) v 0 O J L!) 0)i Q N ~ N c co ~ 0) Xo + cW 0) W � O � c w �~� C U) coLl1 70 U UCU Lq 0 O Z N + 0 O 0) fr1 U f` t.J co N O z N Q CITY PROJECT No.: ZA19-0067 'JOHN.D.•BLACKER ........... ........... 68300 I z 0 CO ,X 0 Q W �M O z� } C) Q N Q E) O C, Q�amz U)zo�Q 0U) OmD - cl)y w J _j= o J Z O Op O 0 N 00 LL L.L ry 2 Q O a Q � � U c) 0 N >ZLu m 7- w cf) Q Q 2 Q 2 i Z M N T z U 0 N L (Q cA 1 D 10 U0 1 d SHEET C3.00 H LL W J X j o 0 oLLU J>.N F > c� U) z o 000a LL N 6 0�L�3 Exo N W N MU` c'') '* z X Q N LL �W= O X ~ N NX�� � LL r 0a � 0 WLu U) LL r �Xao NI W — --11a — t W rE S 0 20' 40' GRAPHIC SCALE - 1 "=20' LEGEND PROPOSED WATER LINE w EXISTING WATER LINE PROPOSED SANITARY SEWER LINE ss EXISTING SANITARY SEWER LINE UGE EXISTING UNDERGROUND ELECTRIC UGT EXISTING UNDERGROUND TELEPHONE GAS EXISTING UNDERGROUND GAS PROPOSED SANITARY SEWER MANHOLE PROPOSED BACKFLOW PREVENTER PROPOSED WATER METER N EXISTING WATER METER PROPOSED VALVE EXISTING VALVE ♦ PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT NOTES 1. ANY WATER OR SANITARY SEWER SERVICE LOCATED OUTSIDE OF A STREET, ALLEY OR EASEMENT SHALL BE INSTALLED BY A PLUMBER AND BE INSPECTED BY BUILDING INSPECTIONS. 2. FIRE SPRINKLER LINE SHALL BE SIZED AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR 3. PROVIDE WATER STOP 5 FEET FROM BUILDING ON ALL UTILITY CONNECTIONS GOING INTO BUILDING 4. MINIMUM WATER MAIN COVER MEASURED FROM BOTTOM OF PAVEMENT: 6" — 54" 8" — 60" 12" — 72 CAUTION GAS LINE IN VICINITY EXISTING FRANCHISE UTILITIES IN THE AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRANCHISE UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. MONUMENT 47 WGS 84 POSITION LATITUDE: 325751.93708 LONGITUDE: 970704.98605 ELLIP HGHT: 563.67 MONUMENT 48 WGS 84 POSITION LATITUDE: 325537.08572 LONGITUDE: 970626.94263 ELLIP HGHT: 540.45 Q Q. v r n , Q W M o Q � U O LO X LL C�5�0oLL N 0) L LO 0')U a)3: ~ N L cn cn + cW X~ o W caH�� 0)0) c LL w c (n JnnUa)M (aW + C) f6 Q) V 6 N Z N 0 (r1 co N U)� U) Z � N ~ Q 2 CITY PROJECT No.: ZA19-0067 ............................:: •JOHN D. BLACKER .../ ........... 68300 �r••:ss ,c/STE'i G I Z cn O MQ , X 0 W r— C Q O } Z � D L)::) OQ��U CV Q(.0 z Q m Z �z�jQ 0'. �. 00mLL OU cnY V a 0 � _ _j Z 0 O Q O U U) I..L 2 LL O Q Q Q � U u rn 0 N Z m O W (n Q Q 2 Q 2 m > Z M rn N � � o z 0 M � D D U d SHEET C4.00