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Item 6G Plansw—T .� SOUTHLAKE ` M A- wme SITE DATA SUMMARY CHART EXISTING ZONING — (CS) COMMUNITY SERVICES LAND USE DESIGNATION — PUBLIC PARKS / OPEN SPACE GROSS ACREAGE = 80.80 ACRES NET ACREAGE OF PROJECT = 1.61 ACRES % OF SITE COVERAGE _ (6,489 SF/69,477 SF = 0.093%) 2013.037.03 AREA OF OPEN SPACE = 37,798 SF SITE PLAN SUBMITTAL OPEN SPACE AS A PERCENTAGE = (37,798 SF/69,477 SF = 54.40%) OUTSIDE STORAGE AS A PERCENTAGE = (200 SF/69,477 SF = 0.003%) TOTAL BUILDING AREA (BUILDING FOOT PRINT) JW TENNIS CENTER BUILDING = 6,169 SF TENNIS CENTER STORAGE = 320 SF Date: Description TOTAL BUILDING AREA = 6,489 SF NUMBER OF STORIES: TENNIS CENTER = I STORAGE =1 MAXIMUM BUILDING HEIGHT: TENNIS CENTER=27'-4" STORAGE= 15'-10" SQUARE FOOTAGE BROKEN DOWN BY USE VESTIBULE = 205 SF OFFICE = 172 SF LOUNGE = 184 SF CLUB ROOM = 464 SF SALES AREA = 1,543 SF RESTROOMS = 1,366 SF PRO DESK = 296 SF ELEC/MECH = 197 SF STORAGE = 484 SF OUTDOOR STORAGE = 200 SF PRO OFFICE = 242 SF WATER = 73 SF STAFF = 276 SF JANITOR = 43 SF TOTAL FLOOR AREA = 5,745 SF PARKING 8 LOADING SPACES REQUIRED SPACES 127 SPACES (one space per every 3 bleacher seats) STANDARD SPACES 135 SPACES HANDICAPPED SPACES 5 SPACES NUMBER OF PROPOSED LOTS = 0 IMPERVIOUS COVERAGE = (31,679 SF/69,477 SF = 45.60%) START CONSTRUCTION SEPTEMBER 2016 END CONSTRUCTION DECEMBER 2017 D NORTH 0 15 30 60 90 GRAPHIC SCALE IN FEET ,r,,nNCR�' ` �PPRKIN� 00 0 ol _000�' 1 ER W E wSEME �T W12 y!'I 71 12" CEDAR 00�1 Q5/8"IRE CHAINUNKFENCE I I (BURY PARTNERS) , C' I I o I 210'-2» I I� 1 z� I i T► N - I� I w 1 00 , I - / �O Iw I Q 16'-0" PREMANFACTURED MTL. I - I IL SHADE STRUCTURE LL I v LL I A/H -------------------------- -- �-- ,v 1 c F 51 UE IS H PARKING LOT � LIGHTINGTYP. /00"� t i 's 8. I I - I 1 I I I \/ O L-. 13731 2L� 165'-3» M I D CITY OF SOUTHL-AKE I I I 'NI - D.R.T..,. II � I I w - -- - I CAUSE NO. 97-71551-2 I d I_____� . -N `� I I n � I � � I A N l oo c� CONDEMNATION PROCEEDINGS I I_ _- I : 2 R 2 0 I... I I L� I 1 .. I COUNTY COURT OF L -AW N0. I 1 coI I .� nI �-�� I I B I G unrkrr SCORE o BO,r . ❑ 01 UE I/2'IRE — — — — — — — — — — — W 2 7 3.6 2 1 I I BASKETBALL COURT 3'' 3: _' UE BY PLAT 0 25� BUILDING I LINE C\J 001 O T 13, 3 , BLOCK vl L_-_----------- -W--,I 1 -- Cn 0 10,UE 5 i8„ CIWR E -------„--(CHEATH AMT_EBERRY G. HA__ ° �I CY)CI S 8 8° 0 6'2 6 2 0. 686 ADDITION Qrn mSLIDE�I 100.00, m 1\B. A, 896 a, I3: Q co P.R.T.C.T. ; I �I Q0I O 0 I��ml� I im 0 I r, I 1 - Imo' - I I I 3g'- FIRE LANE MARKINGS (TYP.) PREMANFACTURED MTL. 2_ 0„ 6 86 O" II 1 PREMANFACTURED MTL. SHADE STRUCTURE I II 1j -%� ID 365'-4 I I I-1� T SHADE STRUCTURE I I,I L) f� J L— I V JUJU U I ° I � N 89 13'1 I I I _ TENNIS CENTER BLDG. I � 1 j I ► (6,169 SF) P. R T� C. �\ c 2 5. 2 8 I I __--_____� \ � SPORTS LIGHTING (TYP.) I II ' -.`'� I 8 ORNAMENTAL I �• - fi — ■IRRV `..✓ V■ I "I CO U I FENCE - 8' CON C. WALK BIKE RACKS % I I o I X - CT CONCRETE L-�� FOUND PAVEMENT 8 CONC. WALK I I I I o I I • W 1 I .� 3: 1 1w Z C\j �ij C\J I 6' BENCH > (_0 LLJ _n I I _ � I ACCESSIBLE % I o 1 Q I -I 1 W PARKING \ / I i - UI Un TRASH RECEPTACLE (TYP.) EX. TENNIS COURT Q W �1 Q / sa• = 0 C0 I W _ I I o LL � 0 1/ I CONCRETE C i 0 1; ' Q 0 C� W /r!o PAVEME "� I } - I I Ir - o° �-Q II Q \ -------/ I 1 � ��3 � 0 SIII �I� (DCOIII o N GN w 7 PG 1 W W I to ------------- ��� ` I . T. . T . NET ACREAGE I 1 0 Lj 00��` 10 GATE 5 CON C. WALK DELINEATION WCNJ I I I� o _ _ �/•rtRvPat 8' ORNAMENTAL 240'-5" -1;71 1 101 tRv / �. FENCE — 1 I I . �` �O�\ ���, 10' CONC. WALK I I 155'-2" I I Q / - I �- � I� ( -? oI {� I- 0 u to ,------- m I IO I -------- - I j I— (� Q o PREMANFACTURED IMTL. -0 0 I I I I - 1 24 I o I SHADE STRUCTURE 0 I � (FMISS FL aEv. - 6a4) 38 — 0 BASKETBALL COURT I I PREMANFACTURED MTL. i I I o o SHADE STRUCTURE 1 1 0U I I IN I 25 BUILD � L 1 . f 25 BUILDIf�G LII�E-------------------- I Uo >> –-–––––----------- – r r _-----_ 10 UL � +�---- ---- ------- IIll�OI /2"GIBS _� ------°�-1 �_w I 5 UE (BY PLAT)3117 W 39 4.6 8S88 031 I BASKETBALL COURT II I I 40) Cil I _ m _ I Ln I / 1 N–– I LOT 2 BLOCK I I ft I I II o F RST AMER CAN 1 LOT I BLOCK I� ► gADDITIONI ; FIRST AMER CAN I I SAVINGS ANC I I I I I it l �--+ �I,I hl CAB. A, S DE 3433 III SAV GS BA C ADD T 0DETENT 0I II II S I POND �I;I N P.R.T.C.T. I I CAB. A, SLIDE 1325 I DRAINAGE EASEMENT U1 0% I P.R.T.C.T. 1 - II I 0 1 11I / ° lcI I � I/Iill� I 1 II – I -- 0 11 I — _ _ _ — _J �� gj1 �R F _ _ Case No. ZA16-056 BARKER R I N K E R S E A C A T ARCHITECTURE Project Number: 2013.037.03 Issue: SITE PLAN SUBMITTAL Date: 07.18.2016 Drawn By: XT Checked By: JW Revisions: No. Date: Description Sheet title: CONSTRUCTION LAYOUT LO1 © 2016 Barker Rinker Seacat Architecture a� 0 0 Q) U U U 0 N U U) a� 0 U) 0 0 a Q rn (y) M of 0 0 N Lo TREE SURVEY # SPECIES and DBH CONDITION COMMENTS # SPECIES and DBH CONDITION COMMENTS 1 2" ELM GOOD SAV;- 51 CRAPE MYRTLE GOOD REMOVE 2 2" ELM GOOD SAVE 52 CRAPE MYRTLE GOOD REMOVE 3 14" RED OAK GOOD SAVE 53 CRAPE MYRTLE GOOD REMOVE 4 8" BUR OAK GOOD REMOVE 54 CRAPE MYRTLE GOOD REMOVE 5 CRAPE MYRTLE GOOD SAVE 55 CRAPE MYRTLE GOOD REMOVE 6 CRAPE MYRTLE GOOD SAVE 56 CRAPE MYRTLE GOOD REMOVE 7 CRAPE MYRTLE GOOD REMOVE 57 2" BALD CYPRESS GOOD SAVE 8 CRAPE MYRTLE GOOD REMOVE 58 2" BALD CYPRESS GOOD SAVE 9 CRAPE MYRTLE GOOD REMOVE 59 2" BALD CYPRESS GOOD SAVE 10 CRAPE MYRTLE GOOD REMOVE 60 4" ASH GOOD SAVE 11 CRAPE MYRTLE GOOD REMOVE 61 2" ASH GOOD SAVE 12 CRAPE MYRTLE GOOD SAVE 62 4" ASH GOOD SAVE 13 2" ELM GOOD SAVE 63 4" ELM GOOD SAVE 14 2" ELM GOOD SAVE 64 6" ASH GOOD SAVE 15 12" LIVE OAK GOOD SAVE 65 6" ASH GOOD SAVE 16 TWIN 8" & 10" CEDAR GOOD SAVE 66 6" ASH GOOD SAVE 17 10" CHINKAPIN FAIR REMOVE 67 6" ASH GOOD SAVE 18 14" ASH GOOD REMOVE 68 3" ELM GOOD SAVE 19 10" ASH GOOD SAVE 69 4" ELM GOOD SAVE 20 14" ASH GOOD SAVE 70 4" ELM GOOD SAVE 21 8" BALD CYPRESS GOOD SAVE 71 5" ELM GOOD SAVE 22 8" BALD CYPRESS GOOD SAVE 72 8" LIVE OAK GOOD SAVE 23 6" BALD CYPRESS GOOD SAVE 73 10" LIVE OAK GOOD SAVE 24 8" CHINKAPIN OAK FAIR SAVE 74 4" ELM FAIR SAVE 25 VITEX GOOD SAVE 75 7" ELM GOOD SAVE 26 CRAPE MYRTLE GOOD SAVE 76 7" ELM GOOD SAVE 27 CRAPE MYRTLE GOOD SAVE 77 6" ELM GOOD SAVE 28 CRAPE MYRTLE GOOD SAVE 78 7" ELM GOOD SAVE 29 CRAPE MYRTLE GOOD SAVE 79 7" ELM GOOD SAVE 30 CRAPE MYRTLE GOOD SAVE 80 7" ELM GOOD SAVE 31 CRAPE MYRTLE GOOD SAVE 81 5" ELM GOOD SAVE 32 CRAPE MYRTLE GOOD SAVE 82 5" ELM GOOD SAVE 33 CRAPE MYRTLE GOOD SAVE 83 7" ELM GOOD SAVE 34 CRAPE MYRTLE GOOD SAVE 84 5" ELM GOOD SAVE 35 VITEX GOOD SAVE 85 8" ELM GOOD SAVE 36 7" CHINKAPIN GOOD SAVE 86 5" ELM GOOD SAVE 37 8" BALD CYPRESS GOOD SAVE 87 5" ELM GOOD SAVE 38 8" BALD CYPRESS GOOD SAVE 88 2" ELM GOOD SAVE 39 10" BALD CYPRESS GOOD SAVE 89 2" ELM GOOD SAVE 40 16" ASH GOOD SAVE 90 3" ELM GOOD SAVE 41 14" ASH GOOD SAVE 91 3" ELM GOOD SAVE 42 CRAPE MYRTLE POOR REMOVE 92 4" ELM GOOD SAVE 43 CRAPE MYRTLE GOOD REMOVE 93 6" ELM GOOD SAVE 44 CRAPE MYRTLE FAIR REMOVE 45 CRAPE MYRTLE FAIR REMOVE 1 EXISTING UTILITIES 46 CRAPE MYRTLE GOOD REMOVE CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR 47 CRAPE MYRTLE GOOD REMOVE SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES 48 CRAPE MYRTLE GOOD REMOVE IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL 49 CRAPE MYRTLE GOOD REMOVE UTLILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR 50 CRAPE MYRTLE GOOD REMOVE SHALL CALL DIG TESS, 1-800—DIG—TESS. 90 93 91 92 LEGEND o PRESERVED TREES o TREES TO BE RELOCATED o TREES TO BE REMOVED 6' TALL PROTECTIVE FENCING 87 88 3 w t- so 83 ,3� LP I GRATE INLET GRATE AIRRV INLET 967 63 WHEELCHAIR RAMP IRR ®if I I DRAIN—► 18"RCP PIPE MD=2.8 I I \� I I I I CONCRETE I I I I I S°O O° ECO, I FULL OF no Q �1 R w I MD=3.0 _ UNABLE I S E COMPLETE IP D I 0 I z l � I�■rj I I I CONCRETE I rn 0 I SWIM= CONCRETE S 0 56 54 055 4951 0053 C�j- 752 50 - � I I r D. I "I I \ � 0 I C 47415 945 / O W48' 44 I � o \ I 430 42 106 o T qG) 36 RCA \00 \ O C41 S '4---_ i 24"R -CP ' U #8� /�// 12 jxl /�b /®IRRV 59 / / // / LPA CONCRETE / MHO IM -639.67 i CONCRETE O� A�, J§- 00 CONCRETE Y /L10 NORTH 0 10 20 40 60 I I I GRAPHIC SCALE IN FEET 250 k 6 LP-* C4 27 C 428 C6 29 30 31 432. C 33 LP-* c �O 34 NOTE ALL FEN CFS NOTED. CONCRETE 1'x BARKER R I N K E R S E A C A T ARCHITECTURE u WALL I Spy � RR � o A"�- OJ Project Number: 2013.037.03 3-6"64 V � Issue: SITE PLAN SUBMITTAL 4&3-5" Date: 71 65 1 07.18.2016 68 66 LPA \� CONCRETE \� Drawn By: XT 0 78 70 69 J \� Checked By: JW Revisions: No. Date: Description 3&2-4" r 14 BRICK UTILITY 6260 BUILDING 4 7" 61 (FlNISHED F1. ELEV. - 642.4) 74 5 BASKETBALL COURT LPA O° Sheet title: S TREE CONSERVATION PLAN 6&7" 076 nIRRV 2'x2'INLET 16 2'x2'INLET �0277 J72 FL -633.7 " ' FL -635.32 73" 15 Case No. ZA 16-056 ©2016 Barker Rinker Seacat Architecture I- F � WHEELCHA OVERALL PLANT LEGEND ""P Qty. Symbol I Common Name Scientific Name I Root Cond. Size/Remarks Qty. I Symbol Common Name Scientific Name Root Cond. I Size/Remarks Shade Trees Perennials/Vines/Groundcovers/Annuals 2" caliper, as shown 1 gal., full., 24" o.c. 2 Red Oak Quercus shumardii CONT. p -- Autumn Sage Salvia greggii var. CONT. (Red / Coral) 8-10' Ht. x 4'-5' W. Lantana x -- New Gold Lantana New Gold'hybrida CONT. 1 gal., full., 18" o.c. 1 Chinkapin Oak Quercus muehlenbergii CONT. 2" caliper, as shown 0 8-10' Ht. x 4'-5' W. Seasonal Color Seasonal Color Variety CONT. 4" pot, full, 6" o.c. 3 • Allee Elm Ulmus parvifolia CONT2" caliper, as shown . III Emer II' 8-10' Ht. x 4'-5' W. Turf & Planter Bed 16,580 sf � I Bermuda Grass Cynodon dactylon Hydromulch 2 Live Oak Quercus virginiana CONT. 2" caliper, as shown 8-10' Ht. x 4'-5' W. 440 sf I Bermuda Grass Cynodon dactylon Sod Ornamental Trees Multi -trunk, 3" caliper, 3,490 sf I Planter Bed -- 5 Shoal Creek Vitex Vitex agnus-castus 'Shoal Creek CONT. 3-5 canes, full. 8'-10' Ht. x 4'-5' W. Multi -trunk, 3" caliper, SUMMARY CHARTS - INTERIOR LANDSCAPE 3 Possumhaw Ilex decidua CONT. 3-5 canes, full. 6'-8' Ht. x 4'-5' W. Female Species Only LANDSCAPE CANOPY ACCENT GROUND COVER SEASONAL AREA TREES TREES SHRUBS (SO. FT.) COLOR Multi -trunk, 3" caliper, 'Tuscarora' Lagerstroemia indica REQUIRED 1889 SF 4 8 48 284 SF 38 SF 4 Crape Myrtle x Fauriei 'Tuscarora'(a CONT. 3-5 canes, full. 8'-10' Ht. x 4'-5' W. PROVIDED 21732 SF 8 12 150+ 3,000 SF + 350 SF + Shrubs/Ornamental Grasses NOTE ANY CREDITS USED IN CALCULATIONS: 'Eleanor Tabor' Raphiolepsis indica A. THE PROVIDED GROUNDCOVER IS A MIXTURE OF ORNAMENTAL GRASSES, Indian Hawthorn 'Eleanor Tabor' CONT. 5 gal., full, 36" o.c. PERENNIALS AND GROUNDCOVERS OTHER COMMENTS: Dwarf Wax Myrtle Myrica pusilla CONT. 3 gal., full, 36" o.c. I. PROPOSED BUILDING FOOTPRINT = 6294 SF Leucophyllum PLANTING NOTES Cimarron Cenizo zygophyllum 'Cimarron' CONT. 3 gal., full, 30" o.c. -- Zexmenia Wedelia texana CONT. 3 gal., full, 30" o.c. 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS. �� 2. ALL PLANTS SHALL BE NURSERY GROWN. REFER TO PLANT LIST FOR QUANTITIES AND SPECIFICATIONS. Blonde Ambition Bouteloua gracilis 3. ALL TREES SHALL BE APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PLANTING. Blue Grama 'Blonde Ambition' CONT. 1 gal., full, 30" o.c. """ 4. THE SITE SHALL BE FINE GRADED PRIOR TO ANY PLANT INSTALLATION. ANY AREAS DISTURBED BY 0Muhlenbergia capillaris PLANTING SHALL BE REGRADED AND SMOOTHED PRIOR TO GRASS PLANTING. -- Gulf Muhly 'Regal Mist' CONT. 3 gal., full, 30" o.c. 5. THE CONTRACTOR SHALL FLAG UNDERGROUND UTILITY LOCATIONS AND MAINTAIN THESE LOCATIONS UNTIL ALL TREE LOCATIONS ARE APPROVED, AND PLANT PITS EXCAVATED. Melampodium Blackfoot Daisy leucanthum CONT. 3 gal., full, 24" o.c. 6. THE OWNER OR OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO PLANTING. 7. NO TREE SUBSTITUTIONS, SPECIES OR SIZE, WILL BE ACCEPTED WITHOUT THE PRIOR APPROVAL OF -- Mexican Feathergrass Nassella tenuissima CONT. 1 gal., full, 18" o.c. THE OWNER OR OWNER'S REPRESENTATIVE. 8. ALL TREES SHALL BE PLANTED PER DET. L5.02. 9. CONTRACTOR SHALL ESTABLISH GRASS ON ALL AREAS DISTURBED BY CONSTRUCTION, AS SPECIFIED. 10. ALL HYDROMULCHING IS TO BE INSTALLED BY 'SOIL EXPRESS' OR APPROVED EQUAL. EXISTING UIILIIIES 11. SOD SHALL BE USED AROUND DRAIN INLETS (5' BUFFER) AND IN AREAS WHERE THE SLOPE EXCEEDS CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR 20% (1:5) UNLESS THE AREA IS A PLANTING BED. 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 UTLILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL DIG TESS, 1-800—DIG—TESS. 0 CID Q) U U (D U U) a� C_ 0 0 a Q o� Q0 0 N Lo LP GRATE RSIRRV INLET 4&7 6&7" (D 8&10" 3-6" LP-* BASKETBALL COURT 3&2-4" I DRAIN ----m— 18"RCP PIPE MD=2.8 � I I I I OO V ,CONCRETE, C:) \� �� AQ A CONCRETE CONCRETE CONCRETE CONCRETE NORTH S°o I 'r 00 WAt C e IX MD=3.0 no Q I MD=3.0 I MD=3.0 FULL OF R �v I UNABLE I S E COMPLETE IP D I �• In 0 rn I I CONCRETE I� I I I I I I CONCKL t ao MD=3.0 S°° S°O SO° 0 10 20 40 60 I I I GRAPHIC SCALE IN FEET All I I � AN, �. CONCRETE r s°Q I I I y I I v m 0 Z I I I S°° c,0 II C II I ;113I I I I I � I I I IN01 , I I I • I ■V II 1 I I I • � 1•" o � C14" I DEI I --- a STORM SEWER INLET �GQ 36 TOP -640.7 FL -637.5 /sIRRV LPA /MHo IM -639.67 BIRRV C� NOTE ALL FENCES NOTED. 2'x2'INLET FL -633.75 8&10" CONCRETE CONCRETE V v CONCRETE —BRICK UTILITY BUILDING (FlNISHED FL ELEV. – 642.4) BARKER R I N K E R S E A C A T ARCHITECTURE Project Number: 2013.037.03 Issue: SITE PLAN SUBMITTAL Date: 07.18.2016 Drawn By: XT Checked By: JW Revisions: No. Date: Description o° Sheet title: S .. JI LANDSCAPE PLAN 2'x2'INLET FL -635.32 �03 Case N o. ZA 16-056 ©2016 Barker Rinker Seacat Architecture WHEELCHAIR mn® 6�� �pQ\GQv 643 RAMP 4z - NOTES: JJ� OJ VO O CO CONCRETE )( 1. THE EARTHWORK FOR THIS PROJECT IS A NECESSARY AND INCIDENTAL PART V )( � )( �� )( OF THE WORK. TO THE BEST OF THE ARCHITECT/ENGINEER'S KNOWLEDGE )( X, . )( )( \ THE EARTHWORK WILL BALANCE. 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. 2. REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESS CUT MATERIAL. CONCRETE 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD A MINIMUM OF 6" OF CONCRETE CONCRETE CONCRETE NORTH TOPSOIL IN ALL DISTURBED AREAS. IN AREAS OF CUT, THE GRADE SHALL BE Q EXCAVATED TO 6" BELOW FINISH GRADE, THEN TOPSOIL SHALL BE RE -SPREAD 0 10 20 40 60 ABOVE THE SUB GRADE ELEVATION. .-. B A R K E R coQ GRAPHIC SCALE IN FEET R I N K E R 643 643 -' LEGEND _ ��T � -.-- �� S E A C A T 709 EXISTING 1' CONTOUR BR BOTTOM OF RAMP WALK 710 EXISTING 5' CONTOUR TR TOP OF RAMP�p0 OQ CONCRE \ Sp0 L ARCHITECTURE 709 - PROPOSED 1' CONTOUR BS BOTTOM OF STEP ® SOQ ® SpQ - - , �710� PROPOSED 5' CONTOUR TS TOP OF STEPFULL OF A R : 1--'�� +85.90 PROPOSED SPOT GRADE BW BOTTOM OF WALL UNABLE S E FFE FINISHED FLOOR ELEVATION TW TOP OF WALL COMPLETE IP . D TD TOP OF DRAIN LP LOW POINT TG TOP OF GRADE HP HIGH POINT n TI TOP OF INLET PS POND SELF I� n BC BOTTOM OF CURB MEG MATCH EXISTING GRADE M� m CONCRETE '~ CONCRETE CONCRETE TC TOP OF CURB ® SSMH MANHOLE hI�ii r� lye + rn� �� Soo SoQ zcdo w Q n GPO \GP A�, EXISTING UTILITIES m CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND O �� OJ �� Q UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR D � ){ CONCRETE X SHALL LOCATINGUTILITIES.ITI S.TE COITY NTRAACTICIALS OR HALLDBETILITY HELD RESPONSIES BLE Sp0 - )( �( CONCRETE �- )` > FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL v p0 )( \� p� UTLILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR n D S \C9 \� �\ NOTE SHALL CALL DIG TESS, 1-800-DIG-TESS. m c r <v ALL FENCES m ;U A oQ SpQ NOTED. z W z \ 643 S NOTES: C ALL SPOT GRADES ARE TOP OF PAVING GRADES - S J UNLESS OTHERWISE NOTED. - CROSS SLOPES OF SIDEWALKS SHALL NOT r EXCEED 2.0% (1:50). - LONGITUDINAL SLOPES OF SIDEWALKS SHALL NOT 1 .i X i♦ I �� EXCEED 5.0% (1:20). r MEG (43.30) �i '� - TURFGRASS SLOPES SHALL NOT EXCEED 25% (1:4).j MEG (43.40) , f^`t* ■ z TG 43 00 +IPTG 43.15 TG 43.05+ +TG�43.05 43 e �/ • V e - O 1 �-- , TG 43.1 43 43.30 43.20 ®TI 42.55 D� Aj MEG (43.62) 642 ®TI 42 75 D� • TG 43.75 641 4....r' a TG 43.75 43.70 p MEG (43.63) _ Q I O TI 42.05 � �+43.80 43. 43.90 43.85 \ 43.55 Q1 X i LLO / 95 � MEG (42.48) 42.55 43.95 44.00 +43.80 - E 0 . MEG (42.47) 44.00 � 43.90 43.95 43.9 43.75 4365 8 42.45 / TG 43.75 / 42.45 M ®TI 43.40 MEG (43.77) _ MEG (42.10) MEG (43.82)42.35 43.80 42.25 Q 43.65 i MEG (42.07) TG 43.50 43.70 J� 6' TI 42.15 N 5l MEG 41.63 43.70 MEG �TC BC 41.17)+ / 1.95 TG 43.60 HEG 3.80 43.70 MEG (43.38) FINSIHED FLOOR 43.80 • • MEG TC 41.63 � , ELEVATION I Q 11 MEG (BC 41.1743.70 -MEG (43.38) 0 �••I � 644.00 >.t 111 43.70 43.80 (D [_. t _ ,{ TR 41.45 �..•.+ � BC 41.00 TG 43.60 • TR41.55 43.70 > TC 41.55 BR 41.05 O R 40 95 TI 43.10 B��----�� 43.70 � 642 TC 41.45 TG 43.50 43.65 • BIR 40.95 O 43.80 3.80 BR 4).60 / < CA *TI 43.45 MEG MEG (43.43. ()82) ) _ LPA TR 41.05 /1 TR 41.35 BC 40.55 / 43.95 43.95 Q MEG 41.50+ TG 43.75 43.9 43.75 43.70 aIRRV MEG 41.63 __ 43.60MEG �TC BC 41.17) e TR \1.20 ®TI 42.25_ 43.65 MEG TC 41.20 641 641 LP BR 40.70 O TR 41.15 43.55' 43.8 43.70 MEG (43.58) 642 SIGN v 43.40 43.75-/ 43.40+ +43.40 43 43 MEG (43.48) � SIGN 43 �2.85� ® �I � • eIRR / _,42.85 TI 42.15 � I( 642J A /Tl42.35 42.90 42.90 O / \x DRINKI G 42.80 _ 1 � � � ® � 42.85 TG 42.95 FTN' N C TG 42.55 TG 42.65+ \+TG 42.65 X- 0 ` • �j 42.35, TG 42.55 MEG (42.92) MEG (42.94) / vel P CONCRETE CONCRETE 0 RI -6 9 6 LP U 6�� WAL 42.50 42.67 CID Q��� ®TI 42 _�5 Project Number: 2013.037.03 6' Q Q)42.62 42.51 MEG (42.40) MEG (42.55) G Issue: SITE PLAN SUBMITTAL U x. \ • U)Date: 07.18.2016 � � LPA r` \C9 Drawn By: XT • }, -•� � Checked By: JW (D U 42.42 42.31 Revisions: U) �' No. Date: Description UTILITY r� BUILDING C_ Q_ (RNISHED FL ELEV - 642.4) HOCKEY o F- a } �". BASKETB LL COURT CD6�2 O c� o M ? 'T` Q Sheet title: o a L< A `' " GRADING PLAN Q 9 ?2 \ r>\ � IR V 64 1 -641 Q0 • �\ X640 CD 640 LO I IP -641 \ Case Nem A16-056 ©2016 Barker Rinker Seacat Architecture a� 0 a� U U H N 0 U 0 0 m Q Q rn m M Q0 0 N 20'-0" (TYP.) 8'-6" FENCE COLUMNS PER DET. X/L6.XX ORNAMENTAL FENCE PER DET. X/L6.XX am 4x4A STEEL TUBE POST CAP AT TOP (TYP.) ILO �- 10 I I 0 (010 [010 1010 1 101P:;=�0 0 0 1010 C � \ FINISH GRADE f I I I I I 4 f i 0 8' ORNAMENTAL FENCE WITH COLUMNS 4 SCALE: 1/2" = 1'-0" HOCKEY r t s' ,fa r• may Ail 8' ORNAMENTAL FENCE WITH CO 1N. Mi LUMNS ----------- AIRRV IRRV Li Ell 0 WHEELCHAIR SOS RAMP FENCE COLUMNS PER DET. X/L6.XX — BASKETBALL COURT 4'* r r 8'0rnamen talFen cewithColumns.dwg 0 M FULL OF VIA R UNABLE S E COMPLETE IP . 0 O z 1115-016 OJ C� CONCRETE 1 8' ORNAMENTAL FENCE WITH COLUMNS @IRRV LP-* MHo 1-639.67 0 (D LP-* @IRRV jv 1 Q?Oe�GP ,§7 VO (5OJ ); CONCRETE Z- CONCRETE CONCRETE SOo CONCRETE WALK 00 S SOo Soo CONCRETE ' CONCRETE ��1 SOo Q?OQ�G�v OJ OJ X X CONCRETE SOo 11 Q� OJ V A CONCRETE � I NORTH 0 10 20 40 60 GRAPHIC SCALE IN FEET x v i 8' ORNAMENTAL FENCE WITH COLUMNS 19 NOTE ALL FENCES NOTED. NCRETE o C.� TI LI TY NG V. — 642.4) BARKER R I N K E R S E A C A T ARCHITECTURE Project Number: 2013.037.03 0 O Z SITE PLAN SUBMITTAL rn �O 07.18.2016 v XT rrm JW Revisions: No. Date: Description 1115-016 OJ C� CONCRETE 1 8' ORNAMENTAL FENCE WITH COLUMNS @IRRV LP-* MHo 1-639.67 0 (D LP-* @IRRV jv 1 Q?Oe�GP ,§7 VO (5OJ ); CONCRETE Z- CONCRETE CONCRETE SOo CONCRETE WALK 00 S SOo Soo CONCRETE ' CONCRETE ��1 SOo Q?OQ�G�v OJ OJ X X CONCRETE SOo 11 Q� OJ V A CONCRETE � I NORTH 0 10 20 40 60 GRAPHIC SCALE IN FEET x v i 8' ORNAMENTAL FENCE WITH COLUMNS 19 NOTE ALL FENCES NOTED. NCRETE o C.� TI LI TY NG V. — 642.4) BARKER R I N K E R S E A C A T ARCHITECTURE Project Number: 2013.037.03 Issue: SITE PLAN SUBMITTAL Date: 07.18.2016 Drawn By: XT Checked By: JW Revisions: No. Date: Description Sheet title: FENCING PLAN �05 Case No. ZA16-056 © 2111 Barker Rinker Seacat Architecture 0 1 20 GRAPHIC SCALE IN FEET 10 EXISTING 6" WATER LINE � I � I REMOVE EXISTING 6" 90° BEND INSTALL 6" X 6" TEE RECONNECT EXISTING FIRE HYDRANT INSTALL 6" 900 BEND AND 6" X 4" REDUCER INSTALL 65 L.F. OF 4" FIRE LINE CUT AND CONNECT TO EXISTING 2" WATER LINE INSTALL 2" CORPORATION STOP AND 35 L.F. OF 2" WATER LINE 0 CUT AND CAP EXISTINr, SERVICE LINE I R R EXISTING 6" SEWER LINE- OIRRV LPA - REMOTE FDC EXISTING WATER SERVICE TO BE REMOVED n 0 PROPOSED BUILDING EXISTING SEWER SERVICE TO BE REMOVED 0 INSTALL 70 L.F. OF 6" SEWER LINE . EXISTING MANHOLE CONNECT 6" SEWER EXIST NG 8" SEWER LINE T -- EXISTING - LEI C El El O■ 0 F-1 � CONCRETE E EN 1*3 0 CONCRETE BARKER R I N K E R S E A C A T ARCHITECTURE Project Number: 2013.037.03 Issue: SITE PLAN SUBMITTAL Date: 07.18.2016 Drawn By: SPL Checked By: SPL Revisions: No. Date: Description Sheet title: UTILITY PLAN C01O Ng7 Case No. ZA16-056 © 2111 Barker Rinker Seacat Architecture 0 0 U U Y Q) U U) 0 U) 0 0 Q Q rn m M of Q0 0 N Lo 0 5 10 I I GRAPHIC SCALE IN FE D i 20 T j I I EXISTING I I I 48" R.C.P. I I 01 I � I � O EXISTING 18" R.C.P. I i j �I 1- I 1001 I I I I I I N. EXISTING EXISTING 48" R.C.P. / aQ VOJ t DRAINAGE CALCULATIONS Area Runoff Coefficient "C" D.A. # CA (Acres) 0.35 0.50 0.90 A-1 0.15 A-2 0.10 B-1 0.20 B-2 0.10 C-1 0.42 ■ 77 r PROPOSED 12"1 STORM DRAIN PROPOSED 18" STORM DRAIN (:D �- A -1 • i 1A,- / I L. 0IRRV i it i LPA SmHo IM -639.67 0 EXISTING 24" R.C.P. y STORM DRAIN (D 0.17 ------------ I I� I PROPOSED 12" STORM DRAIN CONCRETE I I I 11 LEGEND I � A-1 DRAINAGE AREA 0.15 ACRES 1O 18" GRATE AREA DRAIN I -------- DRAINAGE AREA O2 PLANTER DRAIN i O ♦ FLOW ARROW RD ROOF DRAIN -------, 0.1 10.0 4.7 6.5 0.10 0.1 10.0 4.7 6.5 0.1 10.0 4.7 6.5 0.10 0.1 10.0 4.7 6.5 0.42 0.4 10.0 4.7 6.5 t MIUF�ETE Q2 1 Q10 Q100 Cum. Q2 Q10 Q100 N otes 0.7 Proposed 18" Grate Inlets 0.8 1.1 1.6 Roof Drains to Storm Drain 1.0 Proposed 18" Grate Inlets 0.9 1.2 1.8 Roof Drains to Storm Drain 3.6 Existing Slot Drains LPA 1 1 I I II I I I i i 0 LPA (D UU1\4U-��- BARKER R I N K E R S E A C A T ARCHITECTURE Project Number: 2013.037.03 Issue: SITE PLAN SUBMITTAL Date: 07.18.2016 Drawn By: JW Checked By: SL Revisions: No. Date: Description Sheet title: DRAINAGE AREA MAP AND CALCULATIONS cot Case No. ZA 16-056 © 2111 Barker Rinker Seacat Architecture 0 0 U U Y U U) H 0 0 U) 0 Q Q rn (Y) (Y) of Q0 0 N Lo 0 5 10 20 GRAPHIC SCALE IN FEET \ \ IN, \ IN, \ \ \ \ N. \ IS, \ \ \ \ \ \ \ N. \ I � I INSTALL 60 L.F. OF 18" STORM DRAIN I I I I PLANTER DRAIN � I � r C i � PLANTER DRAIN 001 I I I Y PLANTER DRAIN PLANTER DRAIN S TO '�' \ Z.,�\ RM SEWER INLET ,% 6 \\ TOP -640.7 FL -637.5 \ \ \ • � /Q�/COQ/ 0IRRV i it i LP -4 XIM-639-67 SMHo IRRV� �" / 0 INSTALL 18" GRATE AREA DRAIN INSTALL 50 L.F. OF 12" STORM DRAIN RD 2013.037.03 Issue: SITE PLAN SUBMITTAL i 07.18.2016 Drawn By: JW Checked By: SL Revisions: --------(0-mob Date: Description INSTALL 20 L.F. OF 12" STORM DRAIN INSTALL 70 L.F. OF 12" STORM DRAIN INSTALL 18" GRATE AREA DRAIN J O -L- RD 111 INSTALL 100 L.F. OF 18" STORM DRAIN INSTALL 20 L.F. OF 12" STORM DRAIN �'UNUHETE / ' I INSTALL 18" AREA DRAIN PLANTER DRAIN ► K x-101 Wit. ►. INSTALL 18" GRATE AREA DRAIN .� INSTALL 85 L.F. OF 12" STORM DRAIN CONCRETE INSTALL 18" GRATE AREA DRAIN BARKER R I N K E R S E A C A T ARCHITECTURE Project Number: 2013.037.03 Issue: SITE PLAN SUBMITTAL Date: 07.18.2016 Drawn By: JW Checked By: SL Revisions: No. Date: Description Sheet title: STORM DRAIN PLAN CO3 Case No. ZA 16-056 © 2111 Barker Rinker Seacat Architecture NORTH BUILDING ELEVATION -ARTICULATION 1lr=i'4r 100% MASONRY I I I LL wi _- r- � I -- I I g -m, _ = 7*: ---------------- 55'- 55'- 4„ it T.U. RIDGE 127'- 3 7.IS" T.O. RIDGE ASPHALT SHINGLE F2C1O STANDING SEAM ROOF ALUMINUM STOREFRONT WINDOW T.0, WALL 111• - 4" GLASS FIBER REINFORCED CONCRETE FACING BRICK HOLLOW METAL DOOR PRE -CAST CONCRETE CAP STONE VENEER FIRST FLOOR 1001-01, EAST BUILDING ELEVATION - ARTICULATION Old iib'=1'G 91% MASONRY/9% NON -MASONRY I ' - 9% &_ _.._y . 24'-4" 2'-8' 1V-4" 2'-8' 205-4" 16'-0" 4 ARTICULATION - NORTH REFERENCE FLOOR PLAN �, ARTICULATION - EAST REFERENCEL�OO PLAN Q7 SOUTH BUILDING ELEVATION - ARTICULATION l IA,=1l-T 88% MASONRY/12% NON -MASONRY Cl u y I , ---- ----- ---- ----- - --- -- ----------------------------------------------- .711 - U 16Y - ,/S■ }� ARTICULATION - SOUTH REFERENCE FLOOR PLAN 11'8" =1'-0" T.O. RIDGE 127'- 3 718` T.O- RIDGE 124'- 3 3Z8' ASPHALT SHINGLE ROOF STANDING SEAM ROOF T.O. WALL, GLASS FIBER REINFORCED CONCRETE FACING BRICK LOUVER HOLLOW METAL DOOR PRE -CAST CONCRETE CAP STONE VENEER TO_ WALL nk 102'- 8" FIRST FLOOR Air 1001-91 L07 T.O. RIDGE 127'- 3 718' .ASPHALT SHINGLE ROOF T.O. WALL 117'-311116x" GLASS FIBER REINFORCED CONCRETE T.O. WALL IIV-311110"' ALUMINUM STOREFRONT WINDOW T.C}_ WALL ...� - FACING BRICK PRE -CAST CONCRETE CAP T.0- WALL STONE VENEER i �°-- FIRST FLOOR _ . 100' - 01. IF I I I I ®I I -1 tl I I - _ _ _ _ _ _ _ _ _ _ _ _ ff' WEST T BUILDING ELEVATION - ARTICULATION I-� ' 1 1/8'=T-0' 98% MASONRY/2% NON -MASONRY I � XIA' 04 i 5 I L__------__________ _ - - ��___-____________-_____� --------------------------------- ------- - - - -� -------------------- r-------- 16'- 0" W! -4u -84 15'-4" 2'-8" 2V-4" 't7'-4" ARTICULATION - WEST REFERENCE FLOOR PLAN 1/8" =15-0" cl T_O. RIDGE 127- 3 718 T.O. RIDGE 124'-3 3+8„ 14 T-0. 'WALL lb 117' 4" ASPHALT SHINGLE ROOF ALUMINUM STOREFRONT SYSTEM ADDRESS NUMBER GLASS FIBER REINFORCED CONCRETE T.O. WALL 111' - 4" BUILDING SIGNAGE FACING BRICK T.O. WALL PIKE -CAST CONCRETE CAP STONE VENEER T.D WALL 102'- 8„ FIRST FLOOD 104' - 0" FORTH ELEVATi M SOUTH ELEVATION BARKER R I N K E R S E A C A T ARCHITECTURE Pry 2018.087.08 SITE PLAN SUBM17TAL e 07.18.2016 oranry A• mem By °C ff 1O_ ray_ DewjpCon ShW Id1E ARTICULATION ANALYSIS A01 Case No. ZA16-056 (C?2016Barker Rinker Sea= ArchitectLre T.O. RIDGE 124' - 3 3/8" GLASS FIBER REINFORCED CONCRETE T.O. WALL 108'-8" FACING BRICK HOLLOW METAL DOOR R N O CZ U H i CZ U N I— N CU Z3 O U) O (9 M Q 75 Q (. M 66 O N N ti 5 VIEW OF EXISTING TENNIS CENTER FROM SOUTHLAKE BLVD. A02 4 A02�' 3 A02 2 A02 SOUTH FACADE ARTICULATION VARIANCE REQUEST - ELEVATION 118" =1'-0" J41 4P I o 0 --7 -r=- --------------- II I -- ----- o 16'-0" 30'-0" SOUTH FACADE ARTICULATION VARIANCE REQUEST - FLOOR PLAN 1/8" = 1'-0" i VARIES, RE: L01 SITE PLAN AlrlAl RACTAI I Ir` NAATTC CIAIICIJ 16'-0" SHADE STRUCTURE - EAST/WEST ELEVATION 114" =1'-0" I I I I I I I I I I I � I I I I I I ---------- 16'- 0" ---- - 0 0 T.O. RIDGE 127'- 3 7/8'�� ASPHALT SHINGLE ROOF STANDING SEAM ROOF T.O. WALL 111'-4" LOUVER PRE -CAST CONCRETE CAP STONE VENEER FIRST FLOOR � ' 100' - 0��' (`1� SHADE STRUCTURE - NORTH/SOUTH ELEVATION A02 114" =1'-0" VARIES, RE: L01 SITE PLAN NON-METALLIC, MATTE FINISH SEAM METAL ROOF. Case No. ZA16-056 BARKER R I N K E R S E A C A T ARCHITECTURE CITY OF SOUTH LADE Project Number: Issue: Date: Drawn By: Checked By: 2013.037.03 SITE PLAN SUBMITTAL 07.18.2016 AS AS Revisions: No. Date: Description Sheet title: SOUTH FACADE ARTICULATION & SITE SHADE STRUCTURES @ 2016 Barker Rinker Seacat Architecture