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Item 6H - PlansLOCATION MAP NTS III i BAS�._ J NOQse�! w\ v k,NG� r T✓r � //, sF "1 /� r A T I \ HARBOR XA dO' Pak 11 Park BRIAI!�i ra vr,N I I WHITE g� O r BLUE TEAL EAI. — KIRKWppp � � NA{tB� � � � BURNEY es Y 'wo r m T -PROJECT x3m_ JG.. € O�E TAnM P SITEWH�� _ p ISPERING LN FORESTall w Dom° TT SOUTHLAKE _ BELUOX WILD PaP 7.066 w,>� LAKE 4 CH i GLEM 1KE os s o � GREGG � DI PEGSA SARI Ni / JACINi o N 3 — SOUTHLAKE BLVD, PROJECT LOCATION: 450 W Southlake Blvd, Southlake, TX 76092 SHEET DESCRIPTION SHEET DESCRIPTION COVER SHEET A-3 EXTERIOR ELEVATION C-1 DRAINAGE AREA MAP A-4 EXTERIOR ELEVATION C-2 UTILITY PLAN A-5 EXTERIOR ELEVATION L-1 BICENTENNIAL PARK SITE PLAN A-6 BUILDING SECTIONS L-2 SITE PLAN A-7 PERSPECTIVES L-3 TREE CONSERVATION PLAN E-1 ELECTRICAL SITE PLAN L-4 LANDSCAPE PLAN E-2 PHOTOMETRIC CALCULATIONS L-5 GRADING PLAN E-3 PHOTOMETRIC CALCULATIONS L-6 FENCING PLAN E-4 PHOTOMETRIC CALCULATIONS L-7 DETAILS E-5 PHOTOMETRIC CALCULATIONS L-8 DETAILS E-6 PHOTOMETRIC CALCULATIONS A-1 FLOOR PLAN E-7 PHOTOMETRIC CALCULATIONS A-2 EXTERIOR ELEVATION E-8 PHOTOMETRIC CALCULATIONS Parkhill 255 N Center Street Suite 200 Arlington, Texas 76011 Schrickel Rollins Phone: 817.649.3216 Metro: 817.640.8212 Fax: 817.649.7645 CITY OF SOUTHLAKE CITY OF S(DUTHLAKE SITE PLAN SUBMITTAL MAY 23,2022 Parkhill Job No. 8125.21 Case No. ZA22-0023 THIS DOCUMENT IS RELEASED ON MAY 23, 2022 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 THIS DOCUMENT IS RELEASED ON MAY 23, 2022 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. SOUTHLAKE CITY COUNCIL JOHN HUFFMAN - Mayor SHANA K. YELVERTON - City Manager KATHY TALLEY RANDY ROBBINS CHAD PATTON - Mayor Pro Tern RONELL SMITH AMY TORRES-LEPP RANDY WILLIAMSON - Deputy Mayo Pro Tern SOUTHLAKE PARKS DEVELOPMENT CORPORATION RONELL SMITH CHAD PATTON KATHY TALLEY RANDY WILLIAMSON LORI PALMER TAMARA A. MCMILLAN FRANCES SCHARLI - Secretary SOUTHLAKE PARKS & RECREATION BOARD KEVIN CRADDOCK FRANCES SCHARLI - Chair MAGDALENA BATTLES STACY DRISCOLL CHAD BEDWELL PAUL VENESKY - Vice -Chair CHRIS TRIBBLE - Director of Parks & Recreation ROBERT COHEN - Director of Public Works 1 BASS J 1 F(�INVERNESS KIN 1 HAFBOR HAVEN ] I / Walnut ®RIA116 Pok f WHITE EAIWN,! — B� I ,'I'O I F �' BLUE TEAI. 1 KIRKWO�OD . `' {wed, S GURNEY II/ `/I RAVEL L 1 N �_J PROJECT _ S SLEEPY J PLdHTATION �U3i'l� `rSLq DW 'L�,� SITE a O GAG EN FOREST J i / H'19� a I 75 I D < HIGH — N" \1 w -N CROSS11N3EF SOUTHLAKE TT BELAIPap 7.086 wAY CHU LAKE ( 4 CN GLPHN rc LAKE 5eo J U LO (D 0 z 0 co 0 N L6 N 99 CD N El am •AF W. d i II AsoWO -4 CO1 0 0 dD o O O C! � O O CI (E)O 0 ®O® O O �o �o I� O E) O in la 9 RUNOFF COMPUTATIONS DA # AREA (Area) Runoff Coefficient "C" C X A t� Notes 0.35 0.50 0.90 12 I g o i t o0 Q2 1 o Q100 A 1 1.2 1 1.2 1 1.1 1 10 1 3.9 5.5 8.0 4.2 5.9 8.6 1 AREA DRAINS TO EXISTING IN A BUILDING 131 r a 0 no — r ,■„,�7 25' BUILDING LINE `■■m M10 Xw ww ■ V 0 v f t'+sUl 11 0 © © ws■Mil.rw3tawMu■ � Lss■ � as■Q r■ w 0 - 0 r 0 - ArnMIFIA� �� ♦; ���o���►ri►yam--�a�'� �► ��� � �� - ` s o I 40 4 b I o® �► ••' 4M11 � �► , ♦ `- �► �, �, _ �a �► � � � � III � i1► � _ �f�/ �� � i1► � � � fit* ���'� � � � Q • ��� . _-.wr•�. •. .wEJ , w r i �to10 � z 04 I �o 1 o, _ I rA x I I mp II Nlj l -., es nRe cHnN � I , I NOTF��� �K ��L 45 I E � I ezn III II p I � I III • • �I III 1 , ww1" ,a ,«sss,<,s,<s I L g I I 1 �•••� O . 06 a w„ li.n I w II w•IwwAv! I 4 •------- III LINE .mot 'LI • 1 Rw'6• O p ©° © J I © m I I ®90• I ILDI LINE • ow SOUTHLAKE BOULEVARD EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. NORTH 0 100, 200' CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Parkhill THIS DOCUMENT IS RELEASED ON MAY 23, 2022 FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF LARRY D. STONE, P.E., TEXAS LICENSE #42252. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL SMITH & COOPER, INC. F-560 Parkhill.com mmmm" x E 0 a. M �M fir♦-/ i In CITY Of SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO: 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DA7 DESCRIPTION Bicentennial Park Drainage Area Map ZA22-0023 C=1 U .O U O Y 75 a cM 7t ti O N CV N O N C7 N LO 0 U 0 �,.-- BASS -J / 1 F NVERN�E- /� v 1 KING" g (III1/ OEN I \ HAABOR HA / Walnut \� YsadoY+nen „ Pak BRINtfj yn 1e _ d g P wk f MIME 'MN: a'1O I 7 BLUE TEN. c Ir KIRKK HP BURNEY I \ \ o AVEL L Ir Irc \ OUAIL R(a✓ L ,� I� r - - qz� C� aL3 f DOVE r�-yaw PROJECTHEASARDo PHEASANT I � 2 SNEf / B )SE PLANTATION a SITEis WELL 00 � sEEPY Hauow r PasT o.a TH o I CCCRRMS\ WHISPERING LN UPOREST� I 5 TIM HE GRI HIGHLAND m HIGHLAND ME DOVE - CROSSTIM3EF AscoTr 5 SWTHLAKE d BELMON'�- MIDWOOD pap 7'M I: �Y WAY S pNRCF CH ' u MM-EL ]OWN o MEADOW / TEN O GLENN BAR LODE -HQ„ tY f 4� LAKE N SAB< , I m _ r� GREGG q�D�IAMOND '^ � 1 �--� c UAgNir59 SH& z �G EMERALD /- 1 I C ------------- - / -- -- -----644--"- EXISTING 8" WATER LIN 644, I I LPO + - ' I� \ li I, � I i \\ I n `\ I \ A 642\ ------------------------ , v �o / / / / I / / / / / / / / / / c° I I I I / / \ I / I / I / I / I / I / I / I / , I / I / I / I / \ 04 03 I � , I / , I / I � / / / / i 643_ v �\ •+ \ I I 48--, 11 \ of, ' I / 1 / 6 / / \ \ LEGEND EXISTING 1' CONTOUR ----640--__ EXISTING 5' CONTOUR --639--- I PROPOSED 1' CONTOUR I PROPOSED 5' CONTOUR I I SO j SS EXISTING SANITARY SEWER PROPOSED SANITARY SEWER W EXISTING WATER LINE PROPOSED WATER LINE %\ I I EXISTING STORM DRAIN PROPOSED STORM DRAIN �O '-UNABLE TRH ' COMPLFT 'E t r -(7 i , \ O I , \ I ' I \\' ` � I O ' z � I `--------- ' 0 t _, \\ M C LPF --6 4-- I m � m c? D I 09 I 09 09 I 21 22 18 n l I 18 18 1 23 644 I I - ' I 16 22 17 17 19 20 - I ,- 24 \ 1 \ / -642----------- 643 27 -- `643- �� Wv j N 64� 25 H 1;,i I 29 28 26 , „� 22 I I , \ L EXISTING 24" S,T- RM DRAIN I , ------ v I / I O I \ I ` I I '- � / v- -- i v , (O -?WiEWER %ye;o-, \ D I / I I ' 641 I -� 5 \\ 02 -- - If EXISTING SEWER LINE 57 ,-,,59 0 S HIRM JIVII C M-6 j\ w_d_A ell * . AS INDICATED BY: 00 1. STANDARD 4' DIA. MANHOLE 2. 106 LF - 4" SANITARY SEWER 3. 4"-45' WYE 4. SANITARY SEWER CLEANOUT 5. 76 LF - 4" SANITARY SEWER 6. 50 LF - 4" SANITARY SEWER (BY BORE) 7. 4"-11.25' WYE 8. 2 LF -- 4" SANITARY SEWER 9. 8" DIA. PLANTER AREA DRAIN 10. 42 LF - 12" STORM DRAIN 11. 21 LF - 12" STORM DRAIN 12. 12"x8"-60' WYE 13. 12"-45' BEND 14. 53 LF -- 12" STORM DRAIN 15. 15"x12" REDUCER 16. 159 LF - 15" STORM DRAIN 17. 15"x8"-45' WYE 18. 8" STORM DRAIN 19. 18"x15" REDUCER 20. 18"x8"-45° WYE 21. 18 LF -- 18" STORM DRAIN 22. 18"-45' BEND 23. 4 LF -- 18" STORM DRAIN 24. 68 LF - 18" STORM DRAIN 25. 7 LF - 18" STORM DRAIN 26. 21 LF - 18" STORM DRAIN 27. 18"-11.25' BEND 28. 18 LF - 18" STORM DRAIN 29. CONNECT TO EXISTING GRATE INLET 30. ROOF DOWNSPOUT CONNECTION 31. 8" STORM DRAIN 32. 4" STORM DRAIN 33. 4" SLOT DRAIN 34. CATCH BASIN 40. 19 LF -- 12" STORM DRAIN 35. 2" TAP ON EXISTING 8" WATER LINE 36. 2" WATER METER 37. 51 LF - 2" WATER LINE 38. 2"-11.25' BEND 39. 31 LF - 2" WATER LINE NORTH 0 20' 40' EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Parkhill THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. x E - 0 � ■� is i CITY OF SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Utility Plan ZA22-0023 C=2 BASS gNAhBOR HAVEN �i YldPark BRIAIt5 l a S -'b s MITE WIN; 1' BLUE TEAT. HPR00FT BURNEY rc QUAIL RUN L•na••W D C•IadrN DOVE MOCKINGBIRD PHEASTSP PROJECT x; € w AN P NTATION JHG9 ¢ SITE �� Po i SLEEPY HOLLOW POST O�U( u � TH CYPRESS CREER WHISPERING LN � FOREST TIN' S D•�.• TIME y H HIGHLAND GRIP LAKE`IEW �r� I DOVE 1 cRosrnMa SOU1}ILAKE ASCOTF BELMON'�� NILDWOOD � � 7,D06 d: WAY �CHURC 3 LAKE WOOD 4 MEADOW / TEN A,, CHI )OWN ' GLENN-�Jry/ BAR 1 A i OVE / LOVE -HENRY i 3 i LAKE 1;AN SABA ?Gs B +FRE� SSA'.`. ,, DIAMOND Imo- :zd q ` pf EMERALD / 00 JJ 25.00 O .12' 00 32.1 00 N = 00 it L6 rn Ki N 1 2"A UM DISK LA) Lo 22 .(2' 0 3 z 00 �. M N o Z Z w ~ C.0 ' LOVE HENRY COURT SOUTHLAKE ESTATES VOL. 388-75, PG. 482 9 P.R.T.C.T. 8 MARCUS WAYLAND VOL. 4852, PG. 393 D.R.T.C.T. •• Ii lo � - :: • • ,I�i • .0o� �_ ao BUILDING #CD E o - �I eC,>10 4.21 �a o �y ■ � � � � fi�lti�lti�7 � �+..� w=se s•=s>t II �I MMI111��l�I ;AI11111 IIIH I • • • off;. � tsa n • c' o • •. o 0 0 •; 0 O o • 0 ■ ry • 0 0 � a o • OWEN ADDITION CAB. A, SLIDE 4317 P.R.T.C.T. Z O O �I N +I J LOT 10 FOU L.B.G HALL NO. 686 ADDITION CAB. A, SLIDE 10111 P.R.T.C.T. LOT 11 10' UE (BY PLAT) N89°30' �o' L LOT 1 ABSTRACT NO. 686 ABSTRACT NO. 581 DETENTI( DRANAGE L, L34 z W W (n Q W 0_ 3 - SOUTHLAKE 618, PG. 1326 LR.T.C.T. C J DETENTION POND DRAIL40E EASEIENT 7 25 LIUILUINU LINL IILDING L TRACT " CITY OF S LA P� VOL. 11438, 7 Pc�kO r1°' D. R. T. . 00.4 Ino CCU DO �• VOL 11438, G. 's CED 'UDWIN ko— \ 9 21 GREEN OAKS LANE 6 10 20 15 14 13 12 18 17 16 11 11 19 BLOCK 2 OAK HILL ESTATE �AB. A, SLIDE 68f3 N01'04'44"W N88.4� �F F _. ._ - 8"IRE _-- - v -- -- — -- 22.71' 1.2'CIRS_ _ 5 8"IRF10' UE (BYPLA�T1 ` 25' BUILDING LINE 1 — r I IIIIIIIIIIIIIIIIIIIIIIIIIIIII ©O t .se•arLe.rl■•ru• 1•0• ■w oal■as a� .. w•■L •■r ■Iralw u• ♦ I••• •T •mess FX + �P PAY • � • O-� � 0 P�'�� 4 v 0 0__ 0 0 CITY OF SO L © ;� BLOCK 4 r - 00L.T.G. b ♦© \ Q O o r °j4 BLOCK 1 00 0- • \ r V LLI /� A A Ln _ 0 0 0 • O ♦�.,,, V� w a Z H I cv :2 r © 1 z OD g w J MAIM J W 0 Z I --; 0 00 CITY OF SOUTHLAKE { 0 0 0A 0�- ml 0 O N Z /1 VL. 6931, PG. 94 0 i o Z N � O � D.R.T.C.T. t� ` 0 <O 1 L22 Q i (•1 �j, WATER EASEMENT a O 0 \ V1 10 %3•459„` III SQ. FT. � 0 0 �1 � 0 EMERALD �1 V�* �J� c o o r p�--``�"•b _ I BOULEVARD l A' • 0— Q CITY OF S60�FI �"E t:) V 0 L a867, pG ' 0� BLOCK 6 o 00 D.Q.T. P_yi • ♦ 0 "' `-� © ♦ © • ��' _ 25' BUILDING LINE ^ .00' _ 7 .59'_40 O 00 q �a' ~� •rMeTc �6URY PARTNERS) S89.08'14"W - 535.12' 5 8 IR 1/2"CIR "1 P°- * ♦ �'® 36.5' COMMON ACCESS UTILITY & DRAINAGE EASEMENT \1 2 CAB. T SLIDE 5300 1� .i II • sl�f� �ii 1 •jI �� / .• ■. ■ O �U, . 0 II `! [ II III�■11-1�■I.L�.1■�■I.�.1■� - �� I I III1111 1 ■1:�:1._.1:�:1._ II ol • : • I� • '• ._... I11I444 • .:. ADDITION • rl • • • • O O ° , I oo . ° - nth► • At Q3 25' BUILDING2� 748-4� EASEMENT—fNSTR. NO. D205041596--D.R.T.C.T. 2 3511 — ' 5' UE (BY PLAT HALFIF 1 2"CIR Q9 �� 1 0 I�l - 2��3.62 1 2 IRE N25.12'49" HA FF v 11 U (BY PL ) 1709 SOUTHLP� OAKS ADDITION 29,19 nr,,�o \ u 11 10 N 5' BUILDII CAB. A, I DE 3231 r� 11 11 U U 111NN�P�N LOT 13, BLOCK 1 i0 P. T. 1\ 1\ �crN1N ��6,�0 ��� LITTLEBERRY G. HALL o p S88°06 26 Q a ' LOT 2 o?0w�10rn -lu:�+'oo J P 1/2"CIR bU'QD ''-�P' 1PCIRS NO. 686 ADDITION CAB. A, SLIDE 11896 P.R.T.C.T. N Z 100.00 v�iDo �w 0 _ — o Ls HALFF LL.I U J Ld M I J 0_ o 81 C v 0_ O M /_R M, zSCI� � :0(0 . r-0 �to Z F- D.R.-.C.T. CVO 00M 10 UE (BY PLAT) O I cn 10 UTILITY EASEMENT 15' UE (BY PLAT) ZJ. I cm 1 15' UE 15' UTILITY EASEMENT FOUND N89'30'37"WJ CM 110.13' I u•m NNN"' NOW, F O 95' BUILDING LINE _wj 219.02— O 0 J 1 2"CIR 5 UE BY PLA $$$°03 7"W - 394.68' O ,W/WIL • CD V Z 5 ram• 0 © m - I 0 LOT 2, BLOCK 1 - I FIRST AMERICAN LOT 1, BLOCK 1 ujSAVINGS BANC ADDITION FIRST AMERICAN 3••CIRF -,,) CAB. A, SLIDE 3433 SAVINGS BANC ADDITION IE THAM) DETC-N-i-ION POND N P.R.T.C.T. CAB. A, SLIDE 1325 z DRW,.iE ; EASEIIW P.R.T.C.T. Z 0 m n a �� EMENT PUBLIC �TIOLITDYT.0 T' 2083 INSTR. 15t)E _. SIRE ARS, W NL7 27 39" 5659.5,8 370, , VARD CB = 378.99'05"W NO' 1 %09� F.M. HIGHWAY ABS SO UTHLA T WIDTH RIGHT ABS] (VARIABLE LOT 4R 5�A8'IRE (RI IRV RdR IFRCI NORTH 0 100, 200' �c 1-1 b � b WC~ U U w<0 N Ln _j w � HJCU z�(n~ U � Q 0 Zo C)0Q N Q U 0 LOT 5R CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Parkhill THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. E � O r v v � CITY QF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Bicentennial Park Site Plan ZA22-0023 L=1 INTERIOR LANDSCAPE AREA REQUIREMENTS SUMMARY CHARTS - BUFFERYARDS KEY NOTES BASS RNESS- /` 1 * W HAPBOR VEN / W.1-t ./ 1 Park zw§ 1 \ NHIIE W1N. BLUE TEAAs T. \ NAryO� BURNEY CamNery DOVE PROJECT 'HEABANT , iF � 1 P TARON SITE ODW P T.g + 1L o { + + 1 WHISPERING LN I w DOVE IGH >< n SOUTHLAKE ELEL1/ION'NILDWOOD � yr Pap 7.OW _- CH < NpII.. O LAKE WOOD n LANDSCAPE OF AREACANOPY ACCENT GROUND SEASONAL AREA IN FRONT TREES TREES SHRUBS COVER COLOR OR SIDE 16,905 SF 0% 30 CANOPY 11 ACCENT 489 SHRUBS 491 SF 0 SF *NOTE ANY CREDITS USED IN CALCULATIONS: A. THE PROVIDED GROUNDCOVER IS A MIXTURE OF ORNAMENTAL GRASSES, PERENNIALS AND GROUNDCOVERS OTHER COMMENTS: 1. COMBINED PROPOSED BUILDING FOOTPRINT = 1,885 SF U 0 +r o QUADCASH LOCATION/ LENGTH OF REQUIRED/ BUFFERYARD CANOPY ACCENT FENCING/SCREENING BASE LINE PROVIDED LENGTH WIDTH/ TYPE TREES TREES SHRUBS HEIGHT & MATERIAL NORTH N/A NORTH N/A EAST N/A EAST N/A SOUTH N/A SOUTH N/A WEST N/A WEST N/A *NOTE ANY CREDITS USED IN CALCULATIONS: A. EXISTING TREE CREDITS ADDED TO CANOPY TREES WEST - 23, TO BE REVIEWED FOR CREDIT y R CRM PIPE @ II 21 _x_ eo ADO nv Z MD=3.0 r UNABLE TI S�E COMPLETE IP . z � m C ID n. G L# 6 vow �I 00 0 4 { AS INDICATED BY: 00 1. 5" CONC. PAVING 2. 5" COLORED CONC. PAVING 3. 5" EXPOSED AGGREGATE CONC. PAVING 4. CONC. CURB AND GUTTER 5. CONC. MOWSTRIP 6. 18"x36" CONC. PAVERS 7. ARTIFICIAL TURF 8. CONC. WHEELSTOP 9. ACCESSIBLE PARKING 10. ACCESSIBLE CURB RAMP 11. CONCRETE RETAINING WALL 12. PICKLEBALL COURT LAYOUT 13. CHAMPIONSHIP PICKLEBALL COURT 14. 10 FT TALL CHAIN LINK FENCE w/ WINDSCREEN 15. 4 FT TALL CHAIN LINK FENCE 16. 4 FT WIDE CHAIN LINK GATE 17. 8 FT WIDE DOUBLE SWING CHAIN LINK GATE 18. 8 FT TALL ORNAMENTAL FENCE 19. ORNAMENTAL COMPLEX ENTRY GATE 20. BLEACHER SEATING 21. BLEACHER SHADE STRUCTURE 22. 42" DIA. PICNIC TABLE & CHAIRS 23. 8 FT LONG TABLE AND BENCHES 24. 6 FT LONG BENCH 25. LOUNGE CHAIRS 26. 20' x 40' SHADE STRUCTURE 27. TRASH RECEPTACLE 28. BIKE RACK 29. TREE GRATE 30. ENTRY MONUMENT SIGN 31. PAVILION/RESTROOM BUILDING 32. DRAIN INLET 33. SLOT DRAIN 34. WATER METER 35. CLEANOUT 36. STORM DRAIN JUNCTION BOX 37. LIGHT FIXTURE 38. ELECTRICAL TRANSFORMER 39. ELECTRICAL POWER PANEL PAVING & JOINTING LAYOUT LEGEND DIJ DOWELED ISOLATION JOINT SAWN CONTROL JOINT 5" CONCRETE PAVING ON COMPACTED SUBGRADE 5" EXPOSED AGGREGATE CONCRETE PAVING ON COMPACTED SUBGRADE 5' COLORED CONCRETE PAVING ON COMPACTED SUBGRADE ARTIFICIAL TURF ON FLEX BASE STRUCTURAL CONCRETE PAVING (REF. STRUCTURAL SHEETS) SITE DATA SUMMARY CHART ANTICIPATED SCHEDULE OF DEVELOPMENT CONSTRUCTION START DATE SEPTEMBER 2022 CONSTRUCTION END DATE FEBRUARY 2023 EXISTING ZONING COMMUNITY SERVICES (CS) LAND USE DESIGNATION PUBLIC PARKS / OPEN SPACE GROSS/NET ACREAGE 80.80 ACRES NET ACREAGE OF PROJECT 1.25 ACRES PERCENTAGE OF SITE COVERAGE 1.25 ACRES / 80.80 ACRES =1.55% AREA OF OPEN SPACE 19,364 SF OPEN SPACE AS A PERCENTAGE 19,674 SF / 54,134 = 36% OUTSIDE STORAGE AS A PERCENTAGE 0% TOTAL BUILDING AREA (FOOTPRINT) 1,935 SF (foundation) 1031 Sf (building) NUMBER OF STORIES 1 MAXIMUM BUILDING HEIGHT 19'-9" A.F.F. PROPOSED FLOOR AREA (GROSS) BY USE OFFICE/STORAGE 310 SF WOMENS 325 SF PLUMBING CHASE 92 SF MENS 304 SF OUTDOOR AREA 904 SF TOTAL FLOOR AREA (GROSS) 1,935 SF (foundation) 1031 Sf (building) REQUIRED PARKING (3 spaces / court): 27 PROVIDED PARKING STANDARD 45 ACCESSIBLE 2 TOTAL 47 NUMBER OF PROPOSED LOTS 0 IMPERVIOUS COVERAGE 34,460 SF ID NORTH 0 20' 40' CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Parkhill THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. E O M L a. M i ■MVO ■ � m W (L ++ CITY QF SOUTHLAKE 9 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO, 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Site Plan ZA22-0023 L=2 q BASS ` 1 F((INVERNESS I � j I T I �g � K3N ` ( H��� HAABOR 'r� / Y/dwt Gr• `—I wp m tt Pak BRlal� N2 1 �' ` 'IMIIE N1N. 7 BLUE TEAT. ,a WOO . `, Hp0.0 $ BURNEY 3 It 3 � �r lip L s iers. I-'� L _ f DOVE L r—j— '� MOCKINGBIRD xe"m s o PROJECT PHEASANT I � (LL� -�„ _ ` � S PLANTABON i SLEEPY HOLLOW I/ POST 01K SITE o / 1 OC EEKK(S &MGUN 'FOREST \ I ] ) HIGHLAND— OROSSBM3 00 SOUTHLAKE --j w,.M q: k"qY CH LANE ` MEADOW / 1EN GLENN BAR Tj LAKE Imo- �� _ i + C•7 _ Control Point 1 _ 60d Nail Elev = 643.09 1 a, UL 0 Bore Hole B-1 Elev = 644.99 T� 1 j. I I I 0 + 644 u + 645 �■ T .SEWN ■.WNWu.■ loqqlIv - 43.11 7 '(00 - L P FREE�O 10 + J- _____--------6� P '+ TREE CANOPY CHART EXISTING TREE REQUIRED TREE PROVIDED CANOPY PRIOR TO CANOPY TO BE TREE CONSTRUCTION PRESERVED (70%) CANOPY 1,838.0 SF 1,284.0 SF 1,625.82 SF Bore Hole B-2 Elev = 643.78 J: I I I °!o y LPO 643: LEGEND PRESERVED TREES "F TREES TO BE RELOCATED TREES TO BE REMOVED 6' TALL PROTECTIVE FENCING Apo I I I I I 18» DRAIN—► ® PIPE M�=2 8 Found X-Cut X 642.32 / / -�\ Z! / CP3 COS C-4 -� Control Point 3 'X' Cut in Curb 11100000 9 Elev = 642.03 + QUADCASH1 A" &Z W 0 AQ CONCRETE TREE SURVEY # DBH and SPECIES CONDITION COMMENTS 1 3" POSSUMHAW GOOD SAVE 2 3" CEDAR ELM GOOD SAVE 3 3" CEDAR ELM GOOD SAVE 4 6" CHASTE TREE GOOD RELOCATE 5 3" CEDAR ELM GOOD RELOCATE 6 8" ASH GOOD SAVE 7 5" ALLEE ELM GOOD SAVE 8 3" ALLEE ELM GOOD SAVE 9 3" ALLEE ELM GOOD SAVE 10 3" ALLEE ELM GOOD SAVE 11 2" CHINKAPIN OAK GOOD SAVE 12 2" RED OAK GOOD SAVE 13 2" BURR OAK GOOD SAVE 14 3" ATHENA ELM GOOD SAVE 15 3" ALLEE ELM GOOD SAVE I• . � i I eo I I c n FU `\\\1T R-° �c,Q MD=3.0 NABLE IS E I COMPLETE IIP I I i II I CON i I 00 0 4 NORTH 0 20' 40' CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Pa rkhi11 THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. E p MAMA •� r 0 _V ■E� ■ m CITY QF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Tree Conservation Plan ZA22-0023 L=3 - / 1 D r / NOCKWC9RO �( PHEASANT PLLNTA�3 \ 1 9.EEPY HOLLOW / POST 0. EaESi �' S 7EM ,�� A. r � ,Ir �osmuxF GLOIN war I /Z LAKE � 05 GOO 1 1 6A99 J3 �\ I \ I /. `\( , � �\ NAA80t✓ IIAw' ,1 woIANl tro ( Pak ; I i �� I = wms wNil a 1 _ R \\ ONALL WON Canetarl' PROJECT SITE a (1) Transplanted Cedar Elm Tree (171 sf) Common Periwinkle (12) Thunder Cloud Texas Sage (1) Transplanted Shoal Creek Chaste Tree (6) Red Yucca C+)2:D a (2) Soft -leaf Yucca I (11) Lavender Cotton (10) Texas Lantana (10) Pink Muhly Grass (1) Shoal Creek Chaste Tree (4) Russian Sage _ (2) Pink Muhly Grass (17) German Iris (22 sf) Sunsparkler Firecracker Stonecrop (3) Powis Castle Artemisia — (8) Pink Muhly Grass — (20 sf) Lemon Ball Stonecrop — (19) Texas Lantana — (5) Century Plant — (11) German Iris — 11) Mexican Bush Sage — (3) Russian Sage — Mexican Feathergrass — (20) Lavender Cotton — (1) Soft -leaf Yucca — (1) Century Plant — Mexican Feathergrass — (1) Russian Sage — (8) German Iris — (i !( W LMLE )SE I wNSPLnmc Ln r r € �— M d NNilAMO SoulHLAKE Pap 7JM i s :edar Elm. ed Yucca < Lantana er Cotton (7) Mexican Bush Sage (19) Cast Iron Plant (38 sf) Lemon Ball Stonecrop SUMMARY CHARTS - BUFFERYARDS LOCATION/ LENGTH OF REQUIRED/ BUFFERYARD CANOPY ACCENT FENCING/SCREENING BASE LINE PROVIDED LENGTH WIDTH/ TYPE TREES TREES SHRUBS HEIGHT & MATERIAL NORTH N/A NORTH N/A EAST N/A EAST N/A SOUTH N/A SOUTH N/A WEST N/A WEST N/A *NOTE ANY CREDITS USED IN CALCULATIONS: A. EXISTING TREE CREDITS ADDED TO CANOPY TREES WEST - 23, TO BE REVIEWED FOR CREDIT + w�2 6 sf) Common Periwinkle (1) Cedar Elm (2) Shoal Creek Chaste Tree (4) Burr Oak 1 (2) Desert Willow (2) Texas Redbud (13) Allee Lacebark Elm DO r Stonecrop — (1) Texas Lantana — (3) Twistleaf Yucca (2) Powis Castle Artemisia (3) Red Yucca \. (1) Desert Willow °`•° (12) German Iris (6) Mexican Bush Sage (1) Powis Castle Artemisia (5) Black-eyed Susan (3) Indian Princess Indian Hawthorn / (2) Russian Sage (10) Lavender Cotton (7) Texas Lantana (27 sf) Sunsparkler Firecracker Stonecrop (2) Soft -leaf Yucca (3) Texas Lantana — (1) Russian Sage — (1) Soft-icaf Yucca — 1� (3) Lavender Cotton -- (1) Mexican Bush Sage -- (6) Texas Gold Columbine — (5) Pink Muhly Grass — (1) Texas Redbud — (3) Black-eyed Susan — 1 '4 w� 1 . _ EMPS Imo" "'! .�•��� • • • • 0 (5) Cedar Elm (63 sf) Purple Heart Spiderwort '+ PLANT SCHEDULE GROUND COVERS BOTANICAL / COMMON NAME QTY ROCK MULCH 3,162 SF ROCKY MOUNTAIN COBBLE EXTRA SMALL TURF GRASS BOTANICAL / COMMON NAME QTY W W Y W %Y W W W W y y y W CYNODON DACTYLON 13,587 SF BERMUDA GRASS Y W L W Y INTERIOR LANDSCAPE AREA REQUIREMENTS LANDSCAPE OF AREACANOPY ACCENT GROUND SEASONAL AREA IN FRONT TREES TREES SHRUBS COVER COLOR OR SIDE 16,905 SF 0% 30 CANOPY 11 ACCENT 489 SHRUBS 491 SF 0 SF *NOTE ANY CREDITS USED IN CALCULATIONS: A. THE PROVIDED GROUNDCOVER IS A MIXTURE OF ORNAMENTAL GRASSES, PERENNIALS AND GROUNDCOVERS OTHER COMMENTS: 1. COMBINED PROPOSED BUILDING FOOTPRINT = 1,885 SF C 1 �y W W 1 • �Y W �Y s �W n FULL OF UNABLE COMPLETI n O Z M 41 W ;� JJ� (1) Chinkapin Oak W,o�u� J (68) Texas Gold Columbine (47) Cast Iron Plant (26 sf) Sunsparkler Firecracker (4) Texas Swamp Mallow (1) Cedar Elm r W Y Y Y ❑" W W 41 (1) Chinkapin Oak \ (2) Possumhaw (1) Allee Lacebark Elm SASH PLANT SCHEDULE ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME CONTAINER HEIGHT SPREAD CALIPER • 3 CERCIS CANADENSIS TEXENSIS TEXAS REDBUD 15 GAL 8-10 FT 6-8 FT 1-1/2" rV� 3 CHILOPSIS LINEARIS 15 GAL 8-10 FT 6-8 FT 1-1/2" DESERT WILLOW ILEX DECIDUA 2 POSSUMHAW 15 GAL. 8-10 FT 6-8 FT 1-1/2" MULTI -TRUNK VITEX AGNUS-CASTUS SHOAL CREEK 3 SHOAL CREEK CHASTE TREE 15 GAL 8-10 FT 6-8 FT 1-1/2" MULTI -TRUNK SHADE TREES QTY BOTANICAL / COMMON NAME CONTAINER HEIGHT SPREAD CALIPER • 4 QUERCUS MACROCARPA B & B 12-14 10-12 FT 4" BURR OAK FT • 2 QUERCUS MUEHLENBERGII B & B 12-14 10-12 FT 4" CHINKAPIN OAK FT TRANSPLANTED TREE • 2 EXISTING - (1) CEDAR ELM, (1) SHOAL CREEK CHASTE TREE • 8 ULMUS CRASSIFOLIA CEDAR ELM B & B 14 10-12 FT 4" 10'-12' HT. FT 14 ULMUS PARVIFOLIA'ALLEE' B & B 12-14 10-12 FT 4" ALLEE LACEBARK ELM FT SHRUBS/ORNAMENTAL QTY BOTANICAL / COMMON NAME CONTAINER HEIGHT SPREAD SPACING GRASSES/PERENNIALS AGAVE AMERICANA 6 5 GAL 6 FT 10' 72" o.c. CENTURY PLANT AQUILEGIA CHRYSANTHA HINCKLEYANA'TEXAS GOLD' 74 3 GAL 2 FT 2 FT 24" o.c. TEXAS GOLD COLUMBINE 1 ARTEMISIA X'POWIS CASTLE' `�' 6 1 GAL 3 FT 3 FT 36" o.c. POWIS CASTLE ARTEMISIA ASPIDISTRA ELATIOR 71 #5 3 FT 3 FT 24" o.c. CAST IRON PLANT IRIS X GERMANICA V 48 3 GAL 2 FT 1 FT 24" o.c. GERMAN IRIS 59 LANTANA HORRIDA 1 GAL. 2 FT 4 FT 24" o.c. TEXAS LANTANA 12 LEUCOPHYLLUM CANDIDUM 'THUNDER CLOUD' TM 3 GAL 4 FT 4 FT 48" o.c. THUNDER CLOUD TEXAS SAGE 25 MUHLENBERGIA CAPILLARIS 3 GAL 4 FT 3 FT 42" o.c. PINK MUHLY GRASS NASSELLA TENUISSIMA 'PONY TAILS' 10 56 1 GAL. 30" 2 FT 24" o.c. MEXICAN FEATHERGRASS PAVONIA LASIOPETALA 4 TEXAS SWAMP MALLOW 3 GAL 3 FT 3 FT 48" o.c. PEROVSKIA ATRIPLICIFOLIA 11 3 GAL 4 FT 4 FT 48" o.c. RUSSIAN SAGE RHAPHIOLEPIS INDICA'MONTO' TM 3 5 GAL 3 FT 5 FT 48" o.c. INDIAN PRINCESS INDIAN HAWTHORN RUDBECKIA HIRTA 8 1 GAL. 2 FT 3 FT 36" o.c. BLACK-EYED SUSAN SALVIA LEUCANTHA 15 3 GAL 3 FT 3 FT 36" o.c. MEXICAN BUSH SAGE SANTOLINA CHAMAECYPARISSUS O 69 1 GAL. 18" 3 FT 24" o.c. LAVENDER COTTON YUCCA DESMETIANA 6 5 GAL 8 FT 6 FT 72" o.c. SOFT -LEAF YUCCA YUCCA PALLIDA 3 3 GAL 2 FT 2 FT 36" o.c. TWISTLEAF YUCCA `y YUCCA PARVIFLORA 12 5 GAL 6 FT 4 FT 48" o.c. �i RED YUCCA GROUND COVERS QTY BOTANICAL / COMMON NAME CONTAINER HEIGHT SPREAD SPACING �� 57 SF SEDUM X LEMON BALL 1 GAL 18" 24" 12" o.c. j LEMON BALL STONECROP SEDUM X'FIRECRACKER' TM 104 SF 4" POT 6" 24" 12" o.c. SUNSPARKLER FIRECRACKER STONECROP 63 SF TRADESCANTIA PALLIDA'PURPLE HEART' 1 GAL 12" 24" 12" o.c. PURPLE HEART SPIDERWORT ` 267 SF VINCA MINOR 4" POT 18" 18" 12" o.c. COMMON PERIWINKLE NORTH 0 100, 200' CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Parkhill THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. X 4) 0 E p 0. M F. AMA i 01 . SOUTH LAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Landscape Plan ZA22-0023 L=4 898 EXISTING V CONTOUR ---- 900 --__ EXISTING 5' CONTOUR 898 PROPOSED 1' CONTOUR `900 PROPOSED5'CONTOUR 898.50 PROPOSED SPOT GRADE TP TOP OF PAVEMENT TG TOP OF GRADE TC TOP OF CURB BR BOTTOM OF RAMP TR TOP OF RAMP BW BOTTOM OF WALL TW TOP OF WALL MEG MATCH EXISTING GRADE DIRECTION OF FLOW TI TOP OF INLET/DRAIN LP LOW POINT HP HIGH POINT EOC 646,(3`3 / 7 WV 648:17 Q OC 646.27 S0 647.00 646.48 ' /' NG 646.98 ' _ % EbU646.40 645.77 /t 646.50 % - EOC 646.50 Ramp f % EOC 646.44 DRAIN 646.48 0 EOC 646.49 PIPE `A ` EOC 646.5 �i E0046.60 EOC 646.66 - EOC 646.55 BC 640 ` EOC 646.61 ` G4-1546.52 T 3" Tree EOC 646.50 646.41 EOC 646.59 / 7.01 I O Topes"`. �. �I BC 646.23 i `� /I BC 646. .49.13 ���1� ICV R Gut 645.81 1 BC 646.24 `Gut 6 .08 1l� '/ 647 pco Gut 645.81 J`\� ' Co BC 646.63 `. BC 646.35 "Tree s ��`� Gut 646.22 �\ Gut 645.86 �� ' .�-----648- -,/ 46.91 EOC 2 Tr 645.91 646.32 /' C , '5~ ,�'^ 648.60�, t 646.23BC 645.98 4" PVC w/ Cap 646.05 Gut 645.50 %� '' 646.58 %%6 /�--- - BC 646 - / EO 1 i ICV Toe Gut 6.52/ .43h �y SC / 646.77 646.64 \ TP / BC 645.68 2" Tree / i�.�� `�' i re e M �\ 645.25 TP Gut 645.19 64 / ,, , EOC Top ; / 646 55 // 645.56 6� 648.27, Toe / 4" PVC w/ Cap 645.49 , ; '646.30 '�C i 646.51 BC 645.41 LP 645.19 3.44 4" PVC w/ Cap 644.68 Gut 644.92 OC TW 45.80 --_ 648' Toe 6.18\\ TW46 30------ Tree / ` ; i' BC 645.08 2" Tree 645.92 ; 2.95 BC 643.82 4" PVC w/ Cap 644.98 645.66 BW/TG 45.70 2" Tree Gut 643.37 BC 644.29 BC 644.69 Gut 644.60 645.22 �W --TG 46.00 ,__-_- T�%t% 46.30 643.73 LP 643.90 Gut 643.84 BC 644.46 Gut 644.24 2" Tree 644.77� EOC 1- TP 45.30 -- B TG 46.20 ; 2" Tree 644.34 Gut 643.99 2" Tree 644.77 \ _--- 645.33 TW 45.80 645 NG TW 46:30, \ TP 45.00 Fnc �' TW 46.30 C-A F Q _ i EOC .- /wc: BW/TP 44.80 BW/TP 44.80 5 ---- EOC 644.80 TP`�4.85 �� BW/TP 44.80 TW 46.30 L a TW 45.30 / 644.54 � o BW 44.70 '--------------------------- TP 44.80 L FH 6G---- TW 44.70 ---------- ---- / TW 44.90 644.9 w 644.99 TP 45.00 645 t uae} EQC bad Fn J EOC 644.77 BW 44-80fli BW 44:74 ------ Sta 644.46 ��_ O / O 42T '44.50 -;�� L ICV 644.28 3.86 --- ---- -gg� go-__ n TP 44.5C� L ICV 644.3o TP 44.50 TP 44.75 Gut 64 .35 pst( L ICV 644.32 TP 44.75 Wall 64 /zrM CD �f 64 Dumpster 643.57 Wall 644 i / $ 1`� • • BC 644 6�� ` -'f T 3" Tree ' Gut 64 .05- _ .�`� ; 646.79 BC 644.48 P 44.50 ----- Gut 643.96 , BC 644.50 TP 44.10- TP 44.28 BC 643.73 Gut 643.97 'jIW`�.L 1i� Gut 643.27 I i 4" Tree C i I Tre I 4" Tree 643.72 643.75 r� II,' II i 3.9` BC 643.94 f I Gut 643.43 I Ire, BC 644.01 TP 4 4. 1Q' ;,l� 13 3f TP 44.16 LP Gut 643.49 ' Dumpster /" Tree \Wall 643. P 44.174J = - f �43.07 BC 643.75 LP 643.54 Gut 643.52BC Dumpster Wall, / BC-e*t1-T-- % N ' 64 .80 - 644 ---------- d1b--------------------- - - 44 ------- ---------------- dLl � �--------- TP 44.22 BW/TP 44.80 - 1 TW 46:30 --- -- -- BW 44.60 TW 45.30 0 BW 44.60 TW 4 30 --- (S ---- r t------ L- .. II • Iti �T- , , � • 0 • Am ffimm�fflml MIEN • If li� ��� -11 ®� ����EM�4 , , EWE_' •i0/11 ■.pus � � �.����u ����� tttttllllllllllllll. �� • .. �� Gut 643.68 l N� TP 43.80 TP 43.90 TP 43.90 643. TP 43.90 TP 43.95 TP 43.95 TP 43.90 7 TP 43 82 TP 43.82 TP 44.00 TP 43.90 ,-- --- � �6 LP TI 43.75 'TI 4.80 P 43.80 O BC 64j. t , , �, -- TI 43.80 T Gut 43.27 �. TP 43.9J TPA4.051 TP 43.82 TP 43.80 _ r ; P 44.00 rn TP 44.00 TP 43.70 TP 44.00 T 61 6' TP 43.90 TI 43.75 I v TC 43.54 o -- �- FFE 44.00 TP 43.75 ICV 64 v BC 43.04 re Hole B-1 HP', I -r'C 44.G4 NG TP 43.90 ILF CV V 64 - Elev 644.99 TP 44.10 �� d8n r I of TW 43.75 TP ,\ BC 43 54 - _ TP 44.00 TW 43 73 q BASS _J /` ` ✓ yERNESS I / I > / J_ /� I IS HAFBOR HU`�EN ] I Ora tt Pak Bwa�Ys N2 l yl P't` 7 BL N1N 3 1 BLUE 1FA1' GURNEY r� �•• Ii1 WRAw. L � �1 \ F. - - Fj; � C� l DOVE J rC MOOKINO9IRD PROJECTPHEASANT I g s o �LL� � PLANTABON- SLEEPY OUL SITE i HOLLOW o / 1 I u FOREST POST OC EESS tl I W Hwy ,AK�EW x= w i.ag OROSSTIM3 00 SOUTHLAKE d w TAM LANE MEADOW / TEN GLENN BAR Tj LAKE Imo- `` SH=I, _ i THE EARTHWORK FOR THIS PROJECT IS A NECESSARY AND INCIDENTAL PART OF THE WORK. IN THE CASE THAT THE EARTHWORK DOES NOT BALANCE, THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH HAUL OFF OR IMPORT. THE TOTAL COST SHALL BE INCLUDED IN THE BID PROPOSAL AS A LUMP SUM. PAYMENT WILL NOT BE MADE ON A UNIT PRICE BASIS OR BY ANY OTHER SEPARATE MEASURED PAYMENT METHOD. 1. BASE BID SHALL INCLUDE ALL EARTHWORK NECESSARY TO ESTABLISH THE FINISHED GRADES AS SHOWN ON THIS PLAN. NO SEPARATE PAYMENT WILL BE MADE. 2. REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESS MATERIAL. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD A MINIMUM OF 6" OF TOPSOIL IN ALL DISTURBED AREAS. IN AREAS OF CUT, THE GRADE SHALL BE EXCAVATED TO 6" BELOW FINISH GRADE, THEN TOPSOIL SHALL BE RE -SPREAD ABOVE THE SUB GRADE ELEVATION. NOTES • ALL SPOT GRADES ARE TOP OF PAVING GRADES UNLESS OTHERWISE NOTED. • CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 2.0%. • LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 5.0%. • TURFGRASS SLOPES ARE NOT TO EXCEED 25%. • SLOPES ON ACCESSIBLE ROUTE SHALL NOT EXCEED 4.5% LONGITUDINAL SLOPE AND 1.5% CROSS SLOPE. 4. ALL EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT. 5. THE TOPOGRAPHIC SURVEY FOR THIS PROJECT SHALL BE DONE BY AN INDEPENDENT REGISTERED, LICENSED SURVEYOR APPROVED BY THE OWNER. THE SURVEYS SHALL BE SIGNED AND SEALED BY THE APPROVED SURVEYOR. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND GRADES, NEW OR EXISTING PRIOR TO CONSTRUCTION, NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH EXISTING OR NEW CONDITIONS. THE CONTRACTOR SHALL EMPLOY A LICENSED PUBLIC SURVEYOR TO SET ALL GRADES, SPOT ELEVATIONS, FLOW LINES, ETC. 4" PVC w/ Ca .98 OOSC 646.67 Gut 646.17 - {�} 2" Tree mot' 646.52 - 2" Tree EOC 646.42 646.61 TP 43.90 5 BW 44.40 TW 44 \70 BW 44.40 ire Hole B-2 ev = 643.78 TP 20 TP 44.08 iT1 43.95' TP 44.02 TP 43.90 j; �h C 68 `o Gut 645.65 I 18"RCP I Al I J� v0 M�=2.8 I I I I FU NABLE COMPLE TP 644.63 ; 1 i t i- 3 L I / 1 i 45.37 i Gut k44.8 i � , 3 bC 6`t05.0 i F43ut �44. I nv Q i MD=3.0 C ut9 3" Tree �� � _U ►►�jj---------��-��� Yo 644.89 % C TW 44.70 BW 44.20 out -L----644---'' \ BC 4.61 I 1 I GuPU44.13 0 TP 44.05 `^ Gut 644. 1 - D Z I I I I I C Gut 643.47 i TP ; __q 643.0 TP 4 643.29 I'T1 3 � I 3 ,64 I ' 3. 3 ' J 3 I g43 i I BC 6 It 0 63 Gut 642.31 1 1 , RC 642.40 Back: op in / 'Gut 642.01 / 1 18" ncrete ' j� Found X-Cut j 1 642. 642.32 1 I opin ncrete Tre BC 642.27 ` 643.02 - --�. - ------- 42.26 ' mac_, 7 " -- ---- 3 W 43.30 TW 43 30------- ---- o �� n. Gut 641.74 BC 43.03 , \ --- - --- --- TP C 43.20 TP 43.75 ---642---- --- -- - -- --- __._ �`, - cPz � � TP 43.30 I\ -------- BW 41.80 � 51 � _ /� TC/ 44.00 4 643 - - TP�3 . T 643- - 3 BC 42 70 , BC 643.47 a TP 43.84 644 --_I B - - • - cP�' Gut 641.57 i i BC 642.07 i � � MEG Gut 642 ' ,� _,_L_-_ TS 43.95 TW 43.30 641.88 I 6, BC 642.02 1' {j BS 43.61 `� BW 43.20 `, k N rL - vof.b4 Grate Inlet I I Gut 641.49 i H �l E, MEG , Grate Inlet $ 640.84 �;'� TC 43.45 hn�!_ " reE BC 643.98 BC 6j33.5/ - �� 640.96 BC 42.95 rJ - 64316 - ,6 TC/TR 43.88 I Gut r-^' ^' J � TP43.10 1 ; TW 3.30 BC 642.09 i LP BC 43.48 . 64 .13t 7 Grate Inlet _ Control Point 1 0[� I MEG TP 43.p6 k 542.70 I I BW 2 Gut 641.57 I 60d Nail MEG TP 43.47 '\ 640.85 / ut \ Do Not Enter OCR TP 43.98 MEG / EOC 641.E 641.38 Control Point 3 / St i n TP 43.58 TP 43.17 � �� tXt _, �® 9 Gut 642.98 ---- BR/TP 43.54 TG 43.65 642. 9 ` LP 64 . I I BC 64 .87 Cut in Curb �\ 6 Elev-- 643.09 - TP 43.46 " _--_I ME(-;, TC/TR 44.07 --__1 G_ut 642 9 --------- a E C I I Gut 64 41 �% Elev = 642.03 �\ ' \ BC 641. sC 642.09 / TC! R 43.95 - - L / I ` EO /Gut 64 .50 I I ---"�C 643.35 "' ' ' Q� // - J ,' Gut 641.4� 3ut 641.55 CIP14" TreMEG ro BC +.20 641. 0 I I ® + 6413.11 i '' Gut 642.90 J /*j t3C 43. �5 / BC 642.75 BC 643.59 643. ----- - i BC 643.50 Gut 642.27 J _ 5C B 642.16 - I--- Gut 643.11BC �s BC 643.58 Gut 643.07 F---____ } ____--- ----- 1 BC 643.25 1 ' \\\` �-`= -'-- r -__-' � Gut 643.73 I � Gut 643.07 � � ' Gut 642.61 - t----_ � � I � / - _ EED pM -- - BC 642.18 I I BC 643.35 , , ----- _ Gut 641.71 Gut 642.87 It I 3" Y 3" 4"----------- n/c BC 642.17 Inlet / BC 643.1$ Do Not Enter 6" Tree Multi -Tree - " •` Gut 641.68 Gut 642.46 11 /Stop Sign II I I BC 643.14 LP 643.22 643.02 Gut 642 66 Inlet / BC 643.22 I I 643.57 } , ' ��, Gut 642.55 I Multi -Tree I / / I 643.07------, / ___ _- ``� BC 643.69 BC 643.25 I / BC 642.87 1 Gut 643.23 Gut 642.78 _Fj ` Gut 642.43� _ _ ---- �- ------ Curb Inlet 642.77 qC 643.97 Curb J \ Inlet 43.20 ` G21,t 643.51 643.27 C + NG 64 643. Backs 18" C 642.E Backs r^ 18" Cc 643.2 op in ncrete k Backs 18" C 0 I 00, Sao Q0 I 0 4 CONCRETE CON ILL o. NORTH 0 20' 40' CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 Parkhill THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. x 0 0 E � O a. M •M r ■� ■� MM_V W CITY QF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Grading Plan ZA22-0023 L=5 Parkhill 1\ HARBOR HAVEN / 11 w P"'aek BRIAR QS I _ / ' S P°'k a ` MIME MIN:BURNEY / GUAU. RUNvFL I� ll y DOVE , PROJECT MOCKINGBIRD PHEASANT � � o q 5'hEET G _ P4NTABON IryNs �/'e rc 6 SITE �� G 16 SLEEPY HOLLOW POST 0,1K ' TH r HI — 1. KEENS `, WHISPERING LN N FOREST TIM GRI I i� HIGHLAND EVIEW L/i-I DOVE Aid I CROSSTIM 3EF x g ASCOTT SOUTHLAKE BELMON' MLDWOOD 7 q' 1 Wqy �CHURCF' CH LAKE WOOD IAI 4 MEADOW TEN u CHN'EL DOWN 5� I GLENN BAR yE LOVE -HENRY T I' LAKE IIAN SABA � GREGG DIAMOND SqN EMERALD i; eE`0s ^F UAgNTj ./ + 1L + SOUTHLAKE 0 8'ORNAMENTAL rye FENCE TYPE Oil 0 0 --o � y Q 10' VINYL COATED CHAINLINK FENCE WITH WINDSCREEN (SEE DETAIL ON L-7) 4' VINYL COATED CHAINLINK FENCE & ORNAMENTAL FENCE 4' CHAIN LINK O T O U 10' CHAIN LINK "RCI Q- +18 =2.8 00 C ,no zz MD=3.0 UNABLE S E COMPLETE IP . Z C-) m gyp° n. 0 4 LL ID NORTH 0 100, 200' CONTROL POINT #1 CONTROL POINT #2 CONTROL POINT #3 60d Nail 60d Nail 'X' Cut in Curb N - 7028590.004 N - 7028622.215 N - 7028616.881 E - 2380909.228 E - 2381091.805 E - 2381263.497 ELEV. - 643.09 ELEV. - 643.11 ELEV. - 642.03 THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. x E sm- -a M r— v v m � CITY QF SOUTHLAKE t; CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Fencing Plan ZA22-0023 L=6 9 GA ALUM TIE WIRES 12" OC ON TOP, MID AND BOTTOM RAILS - END, CORNER, AND PULL POST TO BE 6" OD GALV PIPE AT 18.97 LBS/FT 1 3/4", 9 GA WIRE MESH ON INSIDE OF COURTS WINDSCREEN, AS SPEC'D 8'-0" MAX OD RAILS 2.27 LBS/FT GALV PIPE AT 9.11 LBS/FT KNUCKLED SELVAGE ON TOP. FABRIC TOP EVEN W/TOP OF RAIL C� w 0 0 C� w BOTTOM OF FABRIC 1/2" TO 3/4" ABOVE CONIC KNUCKLED NOTES: SELVAGE ON BOTTOM 1. ALL FABRIC, POSTS, RAILS AND GATE FITTINGS SHALL BE GALVANIZED STEEL. 2. NO WELDING ON THE GATE STRUCTURE. 3. GATES POLES AND FITTINGS SHALL BE POWDER COATED BLACK. 4. CHAIN LINK FENCE FABRIC SHALL BE VINYL COATED BLACK. 10 FT HEIGHT CHAIN LINK FENCE @ COURTS 1/4"=1'-0" icy CV 0 o - V (V CV 0 i� 6" 1'-1" 03 V-7 1/2" 6" C co L_PCKL_10'_CHAIN_LINK FENCE_@COURT. DWG 12'-0" 8'-3 1/2" BICENTENNIAL LO PICKLEBALLrl— COMPLEX 0 o 3" 1'-9" PICKLEBALL COMPLEX SIGN 3/4" = 1'-0" 15'-3" V-2" 13'-11 " PICKLEBALL ENTRY MONUMENT SIGN 1/2" = 1'-0" 7" HIGH PERFORATED LETTERING, TIMES NEW ROMAN BOLD FONT ELEVATION 1 7/8" OD FRAME nomm rAP NOTES: 1. NO WELDING SHALL BE ALLOWEDFENCE F GATES. DOUBLE GATE ELEVATION 2. ALL FENCE FABRIC SHALL BE ON THE INSIDE/COURT SIDE. KEY 3. GATES/POSTS/FITTINGS SHALL BE POWDER O LATCH FORK, LOCKKEEPER, LOCK COATED (BLACK) KEEPER GUIDE &GATE LATCH, 4. FABRIC SHALL BE VINYL INDUSTRIAL GRADE COATED (BLACK) O TUBULAR POST HINGE (TOP & BOTTOM) HEAVY PR STEEL 8' DOUBLE SWING CHAIN LINK GATE 1" THK. ALUMINUM PANEL WITH POWERED COAT FINISH. COLOR BLACK r` 1" THK. ALUMINUM PANEL WITH POWERED COAT FINISH. COLOR SILVER L-PCKL-SIGN Lei K/ i �=`W .I, 9. ii V00 - • WE Wx - • vo 1/4"=1'-0" ORNAMENTAL GATE 1/2" = V-0" 4" OD POST SCH 40 1 5/8" O D RAIL (TYP) 1/4" x 3/4" STRETCHER BAR ( TYP ) 1 5/8" OD RAIL (TYP) OPLUNGER ROD CATCH SET IN CONCRETE OPLUNGER ROD L_8_DBL_CHAIN_LINK GATE EQUAL SPACING MAX. 10'-0" on 1" 8„ 4" R. 4" x 4" x 1/4" TUBULAR STEEL POST w/ POST CAP (TYP) — SECTION POWDER COATED ALUMINUM v I. SIGN WITH PERFORATED LETTERING PER DET. --/LD5-- 1" x 1" x 1/8" TUBULAR I' BRICK VENEER AS SPEC'D STEEL BARS, @ 4" OC 8" CMU FILL CELLS W/ I GROUT FULL HT. OF WALL o - 00 #5 BARS @ 16" O.C. bo STD. MASONRY HOR. TRUS-TIE DUR-O-WALL @16" O.C. TYP. 4" 2" I, CAST STONE 6" CONCRETE EDGE c-�l', I STONE VENEER AS SPEC'D PER DET. A2/LD501 °lo 12" CONCRETE — I' 1"x1" CHAMFERED FOOTING AT EACH CORNERS ON CONCRETE POST (TYP) U —� #4 @ 16" O.C. TOP & l BOTTOM CROSS BARLi S —�— ��—�— (5)#5CONT. LONG BARS @ 10" O.C. (1) I- 4'-0" �� TOP & BOTTOM ELEVATION SECTION A 8' ORNAMENTAL FENCE L_ENTR_MNMT_SIGN 1/2" = 1'-0" 6" x 6" SQUARE STEEL POST, NOTES CAP (TYP) 1. GATES AND POSTS ARE TO BE POWDER COATED KNOX BOX, MODEL AND BLACK, NOT PAINTED IN LOCATION TO BE APPROVED THE FIELD. BY FIRE MARSHALL 2.CLOSER AND ADA GUSSET PLATES @ ALL OPENER COMPLIANT WITH CORNERS OF EXT. FRAME A PEDESTAL MOUNTED 6" x 6" x 4' (TYP) BUTTON TO BE MOUNTED TO A 4" x 4" x 4" STEEL 1 3,,X 3" X6" STEEL TUBE. CHANNEL (TYP) 3.PROVIDE MAG LOCKS 1" SQUARE, SOLID STEEL AND TIMERS. BARS, @ 4 z" O.C. HORIZ GATE HINGE (TYP) PER DETAIL --/LD5 2" x 2" x 6' STEEL TUBE GATE FRAME (TYP) CLOSER AND ADA COMPLIANT OPENER, BOTH GATES (TYP) 2" x 3" x 3/16" TUBULAR STEEL RAIL 10 Ire M — (4) - #3 HORIZ TIES, @ 4" OC VERT, TOP OF COLUMN(TYP) 0 "9 icy SECTION 'A' 6'_ORNA_FENC_01.dwg ORNA_GATE_01 Parkhill THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES WILLIAMS, R.L.A., TEXAS LICENSE #2372. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. x E p ■� is 0- AMA W M CITY QF SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Details ZA22-0023 L=7 Parkhill ORLANDO MODEL 20' X 40' SPECIFICATIONS Dimensions: Roof Dimensions Column Dimensions Eave Height Roof Height @ Peak Gable Roof Square Feet Under Roof Date of drawing 203-099x40'-0" 10'-0"x32'-0" 8'-0" ±12'-3" 4:12 pitch 800 April 12, 2022 Columns shall be 12"x12" steel tube, .250 minimum wall thickness. All beams shall be structural steel tube sized according to engineering. All bolts shall be A-307 or A-325 and hidden at all connections. Roofing shall be 24 gauge 16" Medallion-Lok steel pre-cut and pre -finished with ribs running with the slope of the roof. All trim shall be 24 gauge pre -finished to match roofing. Fascia shall be tube steel. Open or welded "C" channel, "S" or "Z" purlins or angle iron shall not be allowed. There shall be provisions for (2) lights and (2) electrical outlets. 11875 E. Berry Dr., Dewey, AZ 86327 Phone: (928) 775-3307 Fax: (928) 772-0858 infoAclassicrecreation.com www.classicrecreation.com rt NOT FOR CONSTRUCTION 20' 24 GA 16" MEDALLION-LOK STEEL ROOF RIDGE BEAM MID BEAM FASCIA BEAM 12"X12"COLU M N RAFTER FRAME EXTENSION BEAM BARGE BEAM PLAN VIEW 20'X40' ORLANDO MODEL NTS NOT FOR CONSTRUCTION 20' 24 GA 16" MEDALLION-LOK STEEL ROOF 12 41 BARGE BEAM CORD BEAM W/ I?RAFTER BEAM VERRADO ORNAMENTATION N ON BOTH ENDS. +I co 12"X12"COLUMN END ELEVATION 20'X40' ORLANDO MODEL NTS D NOT FOR CONSTRUCTION 40' 24 GA 16" MEDALLION-LOK STEEL ROOF Fh N V FASCIA BEAM +I ao 12"X12"COLUMN ELEVATION 20'X40' ORLANDO MODEL NTS x 0 0 E _ 0 MU M i CITY OF SOUTHILAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/02/2022 Site Plan Submittal # DATE DESCRIPTION Details ZA22-0023 L=8 'I T 3 49' - 5° 22'-0" 27'-5" 2' - 10 1 /2" 19' - 1 1 /2" 2' - 10 1 /2" 21' - 6" 2' - 10 1 /2" 6 1/ A-3 5 4 A-6 4,-6 A-6 04 CV CV - - 27'_5" -` - - - A-6 A-6 04 STAINED AND SEALED CONCRETE, ' ROUGH TROWL FINISH ICE MACHINE / DISPENSER v CONCRETE COUNTER B CV N O ' N M 22' - 0" 2 M, o t WOMENS _ " M E S 6'- 0" I 4'- 4" H - 4, - 0" 5, _ 4,�; - - I I I - c e V� ti - - - - - - O (cy)-e e o Q N - o TV e 2, - 8„ O ,. N (o e o \ co V e z 12'-4" 9'-8" e OFFICE / STORAGE 10'-8" A-6 e A-6 ' N O C M M 6 5 4 A-6 A-6 A-6 1 / A-4 3'-0" 18'-10" 3'-0" 21'-6" 3'-0" co FIRST FLOOR - DRC 1 co 1/4" = 1'-0" N N O N co N ill N N �I tY Parkhill THIS DOCUMENT IS RELEASED ON XX-XX-XXXX FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ARCHITECTURE x E - O m AMA a i @ ■M� W � � CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Sout hlake Blvd, Sout hlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN - 05/23/2022 SITE PLAN SUBMITTAL # DATE DESCRIPTION FLOOR PLAN ZA22-0023 Aml Parkhill - - - - - Ax Ax 00000000 000000000000000000 0000000mDa�—mmLm 00000000000 0 000000000000 /X0 -x ROOF RIDGE LINE 119'-91, ASPHALT SHINGLE ROOF GUTTER AND DOWNSPOUT BRICK AND MORTAR, MATCH EXISTING TOW & DIAMETER INDUSTRIAL FAN CAST STONE WATERTABLE WITH SEALER 0 NATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTING 0 00 00 00 0o a� o0 0 0 NATURAL STONE BASE �� oho oho o�oC�O � CEO � OHO �O o0 O a a 1ST FF EL 100, - 0" EAST ELEVATION 0 1/4" = 1'-0" ri N C'7 N N O N N ill N N �I THIS DOCUMENT IS RELEASED ON XX-XX-XXXX FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ARCHITECTURE � O � m ■� AMA W � � CITY OF SOUTHLAKE Q1 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN - 05/23/2022 SITE PLAN SUBMITTAL # DATE DESCRIPTION EXTERIOR ELEVATION ZA22-0023 A=2 Parkhill Ll xx ROOF RIDGE LINE aL 119, - 9" -- ASPHALT SHINGLE ROOF GUTTER AND DOWNSPOUT BRICK AND MORTAR, MATCH EXISTING ICE AND WATER DISPENSER TOW OL 112'-0" ROOM SIGNAGE VIDEO DISPLAY OPERABLE WINDOW 7 5/8" THICK CONCRETE COUNTER, `� �� STAINED AND SEALED � � o �� �' � —CAST STONE WATERTABLE WITH SEALER NATURAL STONE WITH COLOR MATCHING ` MORTAR, MATCH EXISTING O O �� FE] ®�R��NATURAL STONE BASE I��\ 1ST FF EL 100' - 01, NORTH ELEVATION 0 1/4" = 1'-0" ri N C'7 N N O N N ill N N �I THIS DOCUMENT IS RELEASED ON XX-XX-XXXX FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ARCHITECTURE � O � Lm ■� AMA i Im ■M� W � � � � CITY OF SOUTHLAKE Q1 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN - 05/23/2022 SITE PLAN SUBMITTAL # DATE DESCRIPTION EXTERIOR ELEVATION ZA22-0023 A=3 Parkhill SOUTH ELEVATION 1 /4" = 1'-0" VIV ROOF RIDGE LINE ;LE ROOF 119' - 9" DWNSPOUT :TAR, MATCH EXISTING ,ERIES KNOX BOX iR (RECESSED) - AND LOCATION 1ARSHAL TOW OIL 112'-0" . WINDOW FRAME WITH =ETY GLASS I\TERTABLE WITH SEALER E WITH COLOR MATCHING H EXISTING E BASE 1ST FFEL 100, - 0" THIS DOCUMENT IS RELEASED ON XX-XX-XXXX FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ARCHITECTURE x E - O Lm ■� AMA 4) i Im ■M� W � � � � CITY OF SOUTHLAKE Q1 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN - 05/23/2022 SITE PLAN SUBMITTAL # DATE DESCRIPTION EXTERIOR ELEVATION ZA22-0023 A=4 Parkhill 8 / A-201 o - N N 6 / A-201 LO Q I , xx - - � - - � - , - I�000000000000000000000000000000000000000000000000000000 II0100100101 01101001001 II010010110 I01001000000 01�000000000000000 ' 01101001 r 11 / A-201 N rn , 10 / A-201 - ROOF RIDGE LINE OIL 119' - 9" -- ASPHALT SHINGLE ROOF GUTTER AND DOWNSPOUT BRICK AND MORTAR, MATCH EXISTING HOLLOW METAL WINDOW FRAME WITH 1" FROSTED SAFETY GLASS TOW OIL 112' - 0" DEDICATION PLAQUE FIXED WINDOW ROOM SIGNAGE 0 -1 -I I I CAST STONE WATERTABLE WITH SEALER ozz NATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTING 77;7 EE:, o � a� ao 0o a NATURAL STONE BASE O=71COO OO 1ST FF EL 100, - 0" WEST ELEVATION 1/4" = 1'-0" ri N C'7 N N O N N ill N N �I THIS DOCUMENT IS RELEASED ON XX-XX-XXXX FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ARCHITECTURE x E - O m ■� rAMA ■� i Im ■M� W � � � � CITY OF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN - 05/23/2022 SITE PLAN SUBMITTAL # DATE DESCRIPTION EXTERIOR ELEVATION ZA22-0023 A=5 Parkhill TRANSVERSE SECTION 1 3/16" = 1'-0" TRANSVERSE SECTION 2 3/16" = 1'-0" TRANSVERSE SECTION 3 3/16" = 1'-0" V V LONGITUDINAL SECTION 4 3/16" = 1'-0" LONGITUDINAL SECTION 5 3/16" = 1'-0" LONGITUDINAL SECTION 6 3/16" = 1'-0" THIS DOCUMENT IS RELEASED ON XX-XX-XXXX FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ARCHITECTURE x E - O Lm ■� AMA 4) i Im ■M� W � � � � CITY OF SOUTHLAKE Q1 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN - 05/23/2022 SITE PLAN SUBMITTAL # DATE DESCRIPTION BUILDING SECTIONS ZA22-0023 A=6 Parkhill DRC - PERSPECTIVE - NE DRC - PERSPECTIVE - SE VIV DRC - PERSPECTIVE - NW DRC - PERSPECTIVE - SW r•—ri THIS DOCUMENT IS RELEASED ON XX-XX-XXXX FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF XXXXXXXXXXXXXXX LICENSE #XXXXX. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ARCHITECTURE x E - 0 Lm ■� AMA 4) i m � a CITY OF SOUTHLAKE Q1 CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN - 05/23/2022 SITE PLAN SUBMITTAL # DATE DESCRIPTION PERSPECTIVES ZA22-0023 A=7 Parkhill Al Electrical Site Plan EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. GENERAL NOTES A. COORDINATE WITH THE UTILITY SERVICE PROVIDERS FOR ALL REQUIREMENTS FOR DELIVERING POWER AND COMMUNICATION SERVICE TO THE NEW BUILDING. B. VERIFY THE LINE OF DEMARCATION FOR THE TELEPHONE SERVICE CONDUITS. PREPARE TO EXTEND THE (3)-4" CONDUITS TO THE PROPERTY LINE AT A LOCATION TO BE DETERMINED BY THE SERVICE PROVIDER. C. REFER TO THE LIGHT FIXTURE SCHEDULE FOR FIXTURE TYPES. PROVIDE THE NUMBER OF FIXTURES AND ORIENTATION NOTED FOR POLE -MOUNTED FIXTURES. POLE EPA RATINGS SHALL BE FOR THE NUMBER OF FIXTURES SHOWN. D. COORDINATE WITH THE FIRE SUPPRESSION CONTRACTOR FOR THE LOCATION OF THE POST INDICATOR VALVE (PIV). EXTEND UNDERGROUND CONDUIT AND PROVIDE WEATHER TIGHT CONNECTION (IF APPLICABLE). E. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EARTH WORK. KEY NOTES AS INDICATED BY: 00 1. NEW PAD -MOUNT UTILITY TRANSFORMER (BY UTILITY). 2. RACK MOUNTED MAIN DISTRIBUTION PANEL AND LIGHTING CONTROL PANEL. LIGHTING FIXTURE SCHEDULE TYPE CATALOG NUMBER LAMP WATTAGE LUMENS QUANTITY A B TLC-LED-400 TLC-LED-600 LED 5700K - 75 CRI LED 5700K - 75 CRI 40OW 60OW 46,500 65,600 24 8 32 POLE FIXTURE SCHEDULE FIXTURE TYPE MOUNTING LABEL MOUNTING HEIGHT FIXTURE QUANTITY kW LOAD A B P 1-P4 40' 2 0.80 2 P5-P8 40' 2 0.80 2 1 0.58 1 P9-P 12 40' 2 0.80 2 1 0.58 1 12 32 14.24 Kw 24 8 NORTH 20' 40' THIS DOCUMENT IS RELEASED ON MAY 23, 2022. FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ISAAC N. AGUILAR, P.E., TEXAS LICENSE #117619. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, CONSTRUCTION, BIDDING OR PERMIT PURPOSES. PARKHILL, SMITH & COOPER, INC. F-560 x E � O 2 V s I. i ■MVO ■ � m CITY QF SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Electrical Site Plan ZA22-0023 E=1 Parkhill Bicentennial Park Southlake, TX Lighting System Pole/ Fixture Pole ID Summary Pole Height Mtg Height Fixture Qty Luminaire Type Load Circuit P1-P4 40' 40' 2 TLC-LED-400 0.80 kW A P5-P8 40' 40' 2 TLC-LED-400 0.80 kW B 40' 1 TLC-LED-600 0.58 kW B P9-P12 40' 40' 2 TLC-LED-400 0.80 kW C 40' 1 TLC-LED-600 0.58 kW C 12 32 14.24 kW Circuit Summary Circuit Description Load Fixture Q A Championship 3.2 kW 8 B Pickleball 14 5.52 kW 12 C Pickleball 5-8 5.52 kW 12 Light Level Summary Calculation Grid Summary Grid Name Calculation Metric Illumination Circuits Fixture Qty Ave Min Max Max/Min Ave/Min Blanket Grid Horizontal Illuminance 18.9 0 74 5136.42 A,B,C 32 Pickleball 1-4 Horizontal Illuminance 53.5 35 70 1.98 1.53 B 12 Pickleball 5-8 Horizontal Illuminance 53.5 35 70 1.98 1.53 C 12 Pickleball Championship Horizontal Illuminance 59 41 74 1.77 1 A4 A 8 ENGINEERED DESIGN By: Z.Morris • File #218138A rev1 . 17-May-22 From Hometown to Professional We Make It Happen. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. 01981, 2022 Musco Sports Lighting, LLC. X E _ p r � � W CITY Of SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Photometric Calculations ZA22-0023 E=2 Parkhill ILEQUIPMENT LIST FOR AREAS . Pole Luminaires QTY LOCATION SIZE GRADE MOUNTING LUMINAIRE QTY I THIS � OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 4 PI-P4 40' - 40' TLC-LED-400 2 2 0 4 TOTALS 8 8 0 0 0 I= Dumpster Enclosure 0 • ------------------- f 1 } E 1 } i 1 1 ! 33V 1 0 k-P, 41 48 54 48 41 59 62 60 62 59 56 69 4 9 56 59 6 59 59 66 � 6 59 56 9 9 56 59 62 60 62 59 41 48 54 48 41 r girl �At } } } S i } Y ------------------------------.s-...,..,..,..,�..,.,,.,e.,. 4 16 _JF " F Q - ! � Y SCALE IN FEET 1 : 20 (90, 20' 40' ENGINEERED DESIGN By: 2.Morris • File #218138A rev1 • 17-May-22 -------------------i-- 1 Pole location(s) +dimensions are relative to 0,0 reference point(s) 0 Bicentennial Park Southlake, TX Name: Pickleball Championship Size: 50' x 80' Spacing: 10.0' x 10.0' Height: 3.0' above grade MAINTAINED HORIZONTAL FOOTCANDLLS Entire Grit! Guaranteed Average: 50 Scan Average: 59.01. Maximum: 74 Minimum: 41 Avg / Min: 1A2 Guaranteed Max J Min: 2 Max / Min: 1.77 UG (adjacent pts): 1.42 CU: 0.66 No. of Points: 40 LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires 8 Total Load: 3.2 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume f 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. Y�l We Make It Happen. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. X E p M 0 MEli r W � � SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Photometric Calculations ZA22-0023 E=3 Parkhill EQUIPMENT LIST FOR AREAS . Pole Luminaires QTY LOCATION SIZE GRADE MOUNTING LUMINAIRE QTY f THIS OTHER P5-P8 40' ELEVATION - HEIGHT 40' TYPE POLE GRID GRIDS 4 TLC-LED-600 1 1 0 40' TLC-LED-400 2 2 0 4 TOTALS 12 1 12 0 0 Q 0 U P5 72' 7Z P7 .35 66 68 56 44 39 39 44 56 68 66 .3 1 t ! 40 63 68 69 62 50 45 45 50 6R 69 68 63 44 LP' I " 1 1 " 1 I r N i ti ti Z0 N Pfi 59 37 44 40 63 .,66 70 68 58 52 rM 16719 ■ I 47 4 �II 4 III\ 4 45 "0001 C. 59 il .59 .039 44 56 68 ,70 66 -r3 1 1 1 r I € ! I 4 I I I N ! N N ! 1 ! 1 1 ! 1 r 1 r ! — — — — — — — — — -----------—_—_-----------------..------ ��—�—..��—����w..--..-- � ���, r ...-. {—y#.m..r � — � - ....-�. ---- — -- — — —a..' .a _. ..... ------ 10 � N0 N + N N 1 1 1 1 1 i 1 I ! ! r I r i 1 1 r ! N 1 SCALE IN FEET 1 : 20 (90, 20' 40' ENGINEERED DESIGN By: Z.Morris • File #218138A rev1 • 17-May-22 Pole location(s) +dimensions are relative to 0,0 reference point(s) 0 Bicentennial Park Southlake, TX Name: Pickleball1-4 Size: 136' x 64' Spacing: 10.0' x 10.0' Height: 3.0' above grade SUMMARYILLUMINATION MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Guaranteed Average: 50 Scan Average: 53.50 Maximum: 70 Minimum: 35 Avg / Min: 1. 52 Guaranteed Max J Min: 2 Max / Min: 1.98 UG (adjacent pts): 1.89 CU: 0.71 No. of Points: 84 LUMINAIRE INFORMATION Applied Circuits: B No. of Luminaires: 12 Total Load: 5.52 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume f 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. We Fake It Happen.. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. X E 0000001 p 2 v v Mom_ .MIEMEN ■ IEMEN W W � � SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Photometric Calculations ZA22-0023 E=4 Parkhill EQUIPMENT LIST FOR AREAS . Pole Luminaires QTY LOCATION SIZE GRADE MOUNTING LUMINAIRE QTY I THIS OTHER ELEVATION HEIGHT TYPE POLE GRID GRIDS 4 P9-P12 40' - 40' TLC-LED-600 1 1 0 40' TLC-LEAD-400 2 2 d 4 TOTALS 12 12 0 -)o _ 1 d i N 1 N 1 1 1 r 1 s 1 1 1 1 I 1 ' N 1 S' , r r r 1 S ! 1 r 1 N s .�.. t721 721 FREpr,% SCALE IN FEET 1 : 20 N 0' 20' 40' ENGINEERED DESIGN By: Z.Morris • File #218138A rev1 • 17-May-22 Bicentennial Park Southlake, TX Name: Pickleball5-8 Size: 136' x 64' Spacing: 10.0' x 10.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLL5 - Entire Grid Guaranteed Average: 50 Scan Average: 53.50 Maximum: 70 + Minimum: 35 Avg / Min: 1. 52 Guaranteed Max Min: 2 Max / Min: 1.98 UG (adjacent pts): 1.89 CU: 0.71 No. of Points: 84 LUMINAIrE INF+')RMATION .-____--..______________.._..--_»_»-..-_..__ M_------_-_._ Applied Circuits: C No. of Luminaires: 12 Total Load: 5.52 kW �. P12 + 4 WV FF Pole location(s) +dimensions are relative to 0,0 reference point(s) 0 Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume f 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. We Fake It Happen.. Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. X E _ p M 0 r W � � C:1" C)F SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Photometric Calculations ZA22-0023 E=5 Parkhill EQUIPMENTLIST i AREAS i Pole Luminaires QTY LOCATION SIZE GRADE MOUNTING LUMINAIRE QTY / THIS I OTHER ELEVATION HEIGHT 40' TYPE TLC-LED-400 POLE 2 GRID 2 GRIDS 0 4 P1-P4 40' - --- - 8 P5-P12 40' - 40' TLC-LED-600 1 1 0 40' TLC-LED-400 2 2 0 12 TOTALS 32 32 0 It r 11�, +--, �� F2 I l l l l r i l l i r l r r l r I r l r l r 1 1 i 1! 1 1 1 i i 1 1 �■� 1 1 i 1 i 1 1 1 1 1 ! ! r 1 ! �� � ■' i i 1 i 1 i 1 i j -f`■ • ■1 • � r� ■ ■■ 1 •1 • . :•E i 1 / 1 � 1 !r 1 <+, i ; ■ r %1 ►1 1 ■ 1 � � ■ ! 1 1 • i r r _��= I �,..;, ■-�'� � 1 'I 1 'I i•. � �1 r i ■ 1 ■ r 1 r i■ 1 1 1 1 - :60 61 61 61 ■ ;r1 - '4*1r ■ r i' '�' it■ •i ' �■ • 1 ■ •■ ■�i ' �• ' i � � , , ■ r • r • ■ r IJI � iE ! i 1 ■ %J if11 �i ■ 1 � ~ I , • i ■ �� i i ■ r .�� r 1' r 1 r I r i t 1■ .t�■ I r 1 1 1 1 1 r AA- 1 •' 6i ■ ;i.�'= . :: 1 1 r 1 1 1 r ■: 1 ;`- i 1 3.46 1 ■ �; M �; 1 1 Y� J 11 ! AI ' ■ r 1 r 1 • r i ■ ■ r ow 1 i � M r �.I . ;I 11' � r �� 1 r 1 ■ ■ ■ ■ ■ ■ 1 .! 1 1 1 r 1 ! i •! i �• " i= i' ■i = = i ■= i i '. * I! i ti Rr 1w1w�=w w_.__.w R1 1 �����' i r 1 i i i i ! r 1 1 � ■ � 1� 1 i i '�" k 1 1 ! ! i ! ! ! r i i 1 ■ i i r 1 r tl SCALE IN FEET 1 :40 (9 0' 40' 80, ENGINEERED DESIGN By: 2.MOrris • File #218138A rev1 • 17-May-22 LP G uw'iF !=N L0 Pole location(s) +dimensions are relative to 0,0 reference point(s) Bicentennial Park Southlake, TX Name: Blanket Grid Size: 340' x 250' Spacing: 10.0' x 10.0' Height: 3.0' above grade MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Scan Average: 18.93 Maximum: 74 Minimum: 0 Avg / Min: 1318.61 Max / Min: 5136.42 UG (adjacent pts): 9.63 CU: 0.99 No. of Points: 850 11_INAINAIRE INFORMAT[ON Applied Circuits: A, B, C No. of Luminaires: 32 Total Load: 14.24 kW Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. 1�e Fake �t Happen Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. X E _ p r V � � W C:1" C)F SOUTHLAKE CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Photometric Calculations ZA22-0023 E=6 Parkhill ,t•}Qh�'1 ��� SCALE IN FEET 1 :60 (90, 60' 120' ENGINEERED DESIGN By: 2.Morris • File #218138A rev1 • 17-May-22 Pole location(s) +dimensions are relative to 0,0 reference point(s) 0 Bicentennial Park Southlake, TX INCLUDES: Blanket Grid Pickleball 1-4 Pickleball 5-8 Pickleball Championship Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. EQUIPMENT LIST FOR AREAS Pole Luminaires [STY LOCATION SIZE ELEVATION HEIGHT TYPE POLE 4 P1-P4 40' - 40' TLC-LED-400 2 8 P5-P12 40' 40' 40' TLC-LED-600 TLC-LED-400 1 2 12 TOTALS 32 SINGLE LUMINAIRE AMPERAGEDRAW CHART Ballast Specifications (.90 min power factor) Line Amperage Per Luminaire (max draw) Single Phase Voltage 208 (W 220 (60) 240 (0) 277 (60) 347 (60) 380 (60) 480 (60) TLC-LED-400 2.3 2.2 2.0 1.7 1.4 1.3 1.0 TLC-LED-600 3.4 1 3.2 1 3.0 1 2.6 1 2.0 1 1.9 1.5 We Fake It Happen,-., Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. X E _ p M 0 i C:1" C)F SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Photometric Calculations ZA22-0023 E=7 Schedule Statistics Symbol Label Quantity Manufacturer Catalog Number Description Lumens Light Per Lamp Factor Description Symbol► ■ 15 Lithonia Lighting CNY LED P1 40K MVOLT CNY LED Canopy P1=4,5001m 4476 0.8 35.36 G CANOPY + 6.8 fc 19.7 fc 0.0 fc N/A N/A 16 Lithonia Lighting STL4 60L EZ1 LP835 STL4 4' 6000 NOMINAL LUMENS 3500K 5558 0.8 53.2 MENS RR + 24.1 fc 37.5 fc 13.6 fc 2.8:1 1.8:1 H OFFICE + 36.5 fc 46.3 fc 23.4 fc 2.0:1 1.6:1 PLUMBING CHASE + 17.1 fc 18.4 fc 13.7 fc 1.3:1 1.2:1 WOMENS RR 1+ 21.2 fc 31.8 fc 8.4 fc 3.8:1 2.5:1 ------------------------------------------------------------------ :+0.4 1.2 1.6 1.8 1.7 1.1 1.0 +01.5 +01.7 +01.9 + + I I + + + + +01.7 +01.7 ' ' I I 1.1 1.4 1.4 1.6 1.3 ' ' :+0.9 +0.9 + + +2.4 +3.9 I +4.0 +3.2 +2.0 + + + ' ' I I :+ 1.4 1.8 1.9 ' I 1 +2.3 +2.1 + +4.3 +9.0 I +9.3 +15.4 +3.3 +2. +3.4 + ' ' I I I :+2.2 } 14.9 15.1 15.9 14.8 ' ' : +3.7 +15.6 + + + I + + +9. +5.9 +3.0 ' I ' ' - - - -�.� 1 + - - �.� + - - - +- - - - �.� -1.� - + - - - I - - 1.�+ .+ .+ .+ .+ .+ . 3� 4� 9� 15� 18� 18� + 1�� - . 1�.1 1�� 1� + + .+ �� + . 3.8 + � I I , I ' 0.5 0.5 0.8 1.2 1.8 4.2 6.3 10 15.8 18.7 19.3 .7 18.6 17.4 14 8.3 4.3 , , 1 + + + + + + + + + + +� + + + + + I 1 I � I I I 1 +01.7 +1.1 +01. 1. 2. 15.E 8. 11. +16.ru +1g.0 +18.6 E019.5 +18.2 +1ED +15 +8.8 +4.6 , I I I I I I 01.E 1. 2. 3. 10.E 12.E 13.9 1 9. 5.01 I I I 23 .Q 23 .�19 .� 17 .� 5.9 + 15.917 .� 19.124. .0 1 + 27. P 17 .� 1 14.p # 30 . .1 I 1 1 +1.1 +2.1 +4.0 +7.6 +136 +13.9 +14.3 �+14.7 + .3 + + +13 +10.1 +5.31 30 . 16 .E .� 32 . .3 I 1 + + + + 30.131.927 .P25 .�2 22 .�25.729 .� 34.E .1 I + + 1 1. 2 . 5.1 8 .� 9 . 11.E 11 '� 11.2 2 1.� 1.91 49 4. 1 5 . 1 10 . 5.4 I 1 I I Q 17.E 32 7. .8 +2 + I 1 25 .12 9 . 1 17 . #4.�25 .�35 .� 36 . .8 , , 1.5 + + + + + 12 + +3.1 +6.4 +9.9 + +9.7 +5.1 1 I 1 29 . �' . j .942.7�2 . j 34.E .6 + 1 + 10 41 + I �� 01 .�27 7 .Q � 1 1 1.4 3 .0 6 .4 1 q _ + I I I +28. � 42. 41. . , 33. .2+21. + +# .+ �. 1. 1. 1 : 1. 2.� 5. 15.2 + . 1.�� . l �+ 20 .� 22 .�23.922 .�2 + 13 .� 17 19 .? .�20 .� 20.j 1 .0 7 15 3 1 .1 .1 .7 I I I I El I 15.E 8. 12.E 12.E 149 14.E 13.E 14.E 13.E 9. 7. 4. 2.61 I I 1 1 I I I 1.5 1.8 1 1 +01.9 I I + +2.4 +4.0 +15.5 +8.1 +8.8 +9.6 +9.7 +9.6 +9.6 +9.0 +8.3 +15.2 +4.6 +2.8 + 1 1 I I ' 0.6 1.0 1.5 2.3 3.4 4.1 4.7 5.0 5.1 5.1 5.0 4.7 4.2 3.5 2.6 1.8 1.2 1 1 1 + '- - - - - - + - - - - - + - - - - - - - - + - - - - + + + + + + + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - - - + + + - - - - - - - - - - - - - - - - - - - + - - - - - - + - - - 1 1 Canopy Parkhill X E a. r ■� ■� MV W c� CITY OF SOUTHLAKE tg CLIENT City of Southlake 450 W Southlake Blvd, Southlake, TX 76092 LOT 1, BLOCK 1 BICENTENNIAL PARK PROJECT NO. 8125.21 KEY PLAN 1 05/23/2022 Site Plan Submittal # DATE DESCRIPTION Photometric Calculations ZA22-0023 Emil