The URL can be used to link to this page

Item 6D - PlansSUMMARY CHART - BUFFERYARDS LOCPT))N LENGTH BUFFFAYAAD CANOPY ACCENT SHRUM FENCE I SCREENING WIDTH - TYPE TREES TREES HEIGHT 8 MATEAIAL NORTH REWIRED B2(1 S' - A ]' IS'R'.. TOTAL ZONIIq OUPAENT I PNOPOSEp BFIA 6.P-1 PROVIDED BN' 1G - A T 19 $FIA 6A1 SOUTH RE USNEG S20' 6 - A T' 18• MIXB] USE MIXED USE MIXED USE MIX® 116E MIXED USE MI%ED 115E PROVIDED 82V ID - A ] 13 0517 AC EAST REWIRE° Z)e 6' - A 2 4 a AB am PLC PROVIDED 1D6 10 - A 2 4 90.4% WEST REQUIRED AY 1R - E 2 4 3).1% MMI PROMDE° 185• 10 - E 2 4 SF. MEA OF OFEN SPACE Ix Iwa WEEN F.,,ED BY 2(!% FOR M IRCNEAgE IN BUFFERYAND WIDTH. C. WFFBTYMD LIB IH HAS MEN NECOCED TO P OMMOOATE THE SHOWN DHIVE c. E%ISTING TREES HAVE BEEN COUNTED, NOTES: 1. SFEOM PLANT TYPES AND UO TIONS ARE SUE&ECT TO RENEW BY THE LANDSGFE AOMIHSTMTOR DINING THE BUILDING PERMIT MFIXATION PIRMESS CREDITS FOR A REDUCTION IN REQUIRED FLANT MATERLOLB, AS SPECIFlED BY CITY ORDINANCE, au BE DETERMINED DURING THIS BUILDING PERMIT PROCESS. 2. A MINIMUM OF CA 50% OF ALL NOFY TREES PUANTED ON THE SITE MUST BE T IN CALIFER AND 6S% MUST BE Y IN CALPEIt THIS INCLUDES PUNTINGS IN MIFFBh'ARDB AB WELL AS INTERIOR TO THE SITE 5. ACCBRNNOEiSTORY TREES ME REQUIRED TO BE A MINIMUM OF 6 IN HEIGHT WHEN PLANT®. 4. / RANT IMTEMLS ME TO BE MMMNNED IN PERPETUITY SUMMARY CHART - SITE DATA R IS ME INTENT OF THIS SITE RAH TO LOUR THE TOTAL MEA OF MEDMAL 115E TO APEipNNATELY 6M SF THROUGHOUT THE ENTIRE SITE THE EXACT LCCATCN OF THE MEDICAL USE IS NOf K. Al THE TIME MO M SH. ENTIRELY ON LOT 1 FOR CALOAA . PURPVMB. LEGEND LANDSCAPE PAFA CONCRETE PAVEMENT 6 WIDE RDEW 0 15 b W F ROW. DEDCATIW ia✓ REWIRED BUFFERYMD (IN FEET) 1 INCH = W FT NOTES: 1. TRASH RECEPTACLE ENCLOSURES ME TO BE A MINIMUM OF 8' SOLID M490NRV SCREEN WPLL UTILIZING SIMILAR MASONRY MATERIALS AS THE PRINCIPLE WILDING WITH A SOLD METAL GATE 1 R�1�T�4:�E' •.FaS�AbTj �`gT ';{.�'"�_�`.s�. _`...._ 4. i - rT . t h ♦ ♦ ��}.Y'?t.F( . 1. N -i `F' Sl • .. • }E � T% , �'.1I1'.♦ - ! {M30 SF MOM. DEKNOATION L0] L EDw R 1. 11D O.W. . SL '0 O'+18fgeBi _ . y TV 1 c0 DY - '- / N69 48'00'E 819,93' '----/77 Lc/�_ii611Cley��-S'Y<°l�L_.J� i%/dIK��' L� i I . �,- ____ _____ 1s SIDE WILINN(i.BETBACK ___ LOT 2 29777 SIF lame 6 LOT 3 _ .3 ONE STORY ONE sram �IBTOgy _I -_1 5.9]6 3F 5.816 5F am SF 6F p�[ I BULdNG 4 1nrwNB - ,Ly_'J9Tw MG.yy�iviR PLR CS y U1 ILL Sa •� � , 1166TACquG. DEPTH � aY .a"'z?. I �m/'J Y UoBw_ (r 1 16 I B B CEFUNIOM LOT 8BF FUND M] O LOT 6 39.8 SF i ONE B SUN NG 5 24' FIRMANE— O - 1 '� SIE BTORT _ 5.9]6 SIF ONE STORY BATE BF I o � � I Mz e bl / - _ IT, _ T T_�1 OE WILDINGii FLOW - -�/% � /i"�/ �:'�////l_ S89.48'00'W 819.93— - I - I CHURCH a GIMSr dlrz rwc w`Y DDw a�2"oam 6_ \ LLLD =MIYCO VY � t O SITE PLAN / PEDESTRIAN ACCESS PLAN FOR KIMBALL f(FIGhrS BEING 3.928 ACRES 495 TRIO x E EOT ARa91ECT DAVID E A CCA LOT 4, BLOCK A 495 KIMBALL, LLC TRIUM DEVELOPMENT DEOTTE, INC. JACONBS 8 ASSOCIATES DAVID MCCASKILL DESIGN PARTNERS, LLC n 4DHNwrI "'DILE m ]M cMmpx PLANE al're n° GROUP, INC. MEADOW OAKS ADDITION WIOEnxE. 1FFA5 ]®] XIM ]FINS RNB NM IFS.(' lFX9 IN]129b14] DML 1FYl5 ]M]Mb E (ell) 9nd0i9 12R) 913 EPL MRCH DRM ccxrnDT DIAYfD1 FEMMi2R canMME lBu9 ] CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS RI1 mc«H 1•Ill ]a]IX+ I.B. MDEPSOX CITY CARE NZA160D51 NOVEMBER 2016 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 TOTAL ZONIIq OUPAENT I PNOPOSEp BFIA 6.P-1 SF1A SP -I 31A %F-1 M. 6 -1 8FIA BY -1 $FIA 6A1 6F11 SP -I FU URE VND USE (OURREIT I FPq]OBED) MIXE. USE MIXED USE IXE MD USE MIX® USE MIXED USE MIX® URE MIXED USE MIXFp USE MIXB] USE MIXED USE MIXED USE MIX® 116E MIXED USE MI%ED 115E GROSS pCEPAC£ am 04M AC 65T AC 0517 AC am AC OKS AC 3926 AG NET ACFJKCE 06]1 AC 0452 PLL a AB pbl] AC am PLC (UHS AC 3&55 AC % OF SITE 00YEMGE 20.1% 90.4% 259% 25.1% 1&6% 1S8% 214% % OF OPEN 6POLE 3).1% MTI MMI 296% 313% 11.6% 61A% SF. MEA OF OFEN SPACE I.. SF 5$M BF 6.f0 SF ].%I SF 120M 6F 16,W1 SF 52637 BF % OF MREIIVIg15 ov E w ]9616 698{ XML, X2% %M MA% SF. MEA OF IMP. COIEpgC£ ISA12 6F 11,422 SF 11.1. 6F 16,713 IF 2U.'a IF Mj]6 6F Itp,143 SF FLOOR MFA 5.976 SF - MED— 5,9]6 SF - CfFICE SANS 6F - OFFICE SAA SF - GFFCE 5,976 6F - OFFICE 59]6 IF - EFFOE 5,9T8 SF - MEDICAL n. 6F - OFFICE NuaswR OF STORES 1 t 1 1 1 1 1 REWIRED FMHING MEDC.4L I PER 1ST OFFCE 6 PBL 18i "NO SF • 1Rm SF . 1 [O] IF• 1FJM 6 12 SPAC65 25 W. ZM 6 FEP 1.f OFFCE` 6 PSA 1ST 1,pT SF • 1F.M 8F = 1.W3 BF • t/A] SF _I'M 26 SPACER 25 SPOL% OFFICE 8 PER t6T OFFCE p FER 1N IF 1. 6F . t. W'! SIF • 1=1. = 25 MAGES 25 SPOLFS 6] $P CE9 PMNtl1ED PMI(ING M SPICES . . 27 SPACES 25 SFXES ST SPACE$ 4p 6POG6 IM SFA^ES R IS ME INTENT OF THIS SITE RAH TO LOUR THE TOTAL MEA OF MEDMAL 115E TO APEipNNATELY 6M SF THROUGHOUT THE ENTIRE SITE THE EXACT LCCATCN OF THE MEDICAL USE IS NOf K. Al THE TIME MO M SH. ENTIRELY ON LOT 1 FOR CALOAA . PURPVMB. LEGEND LANDSCAPE PAFA CONCRETE PAVEMENT 6 WIDE RDEW 0 15 b W F ROW. DEDCATIW ia✓ REWIRED BUFFERYMD (IN FEET) 1 INCH = W FT NOTES: 1. TRASH RECEPTACLE ENCLOSURES ME TO BE A MINIMUM OF 8' SOLID M490NRV SCREEN WPLL UTILIZING SIMILAR MASONRY MATERIALS AS THE PRINCIPLE WILDING WITH A SOLD METAL GATE 1 R�1�T�4:�E' •.FaS�AbTj �`gT ';{.�'"�_�`.s�. _`...._ 4. i - rT . t h ♦ ♦ ��}.Y'?t.F( . 1. N -i `F' Sl • .. • }E � T% , �'.1I1'.♦ - ! {M30 SF MOM. DEKNOATION L0] L EDw R 1. 11D O.W. . SL '0 O'+18fgeBi _ . y TV 1 c0 DY - '- / N69 48'00'E 819,93' '----/77 Lc/�_ii611Cley��-S'Y<°l�L_.J� i%/dIK��' L� i I . �,- ____ _____ 1s SIDE WILINN(i.BETBACK ___ LOT 2 29777 SIF lame 6 LOT 3 _ .3 ONE STORY ONE sram �IBTOgy _I -_1 5.9]6 3F 5.816 5F am SF 6F p�[ I BULdNG 4 1nrwNB - ,Ly_'J9Tw MG.yy�iviR PLR CS y U1 ILL Sa •� � , 1166TACquG. DEPTH � aY .a"'z?. I �m/'J Y UoBw_ (r 1 16 I B B CEFUNIOM LOT 8BF FUND M] O LOT 6 39.8 SF i ONE B SUN NG 5 24' FIRMANE— O - 1 '� SIE BTORT _ 5.9]6 SIF ONE STORY BATE BF I o � � I Mz e bl / - _ IT, _ T T_�1 OE WILDINGii FLOW - -�/% � /i"�/ �:'�////l_ S89.48'00'W 819.93— - I - I CHURCH a GIMSr dlrz rwc w`Y DDw a�2"oam 6_ \ LLLD =MIYCO VY � t O SITE PLAN / PEDESTRIAN ACCESS PLAN FOR KIMBALL f(FIGhrS BEING 3.928 ACRES 495 TRIO x E EOT ARa91ECT DAVID E A CCA LOT 4, BLOCK A 495 KIMBALL, LLC TRIUM DEVELOPMENT DEOTTE, INC. JACONBS 8 ASSOCIATES DAVID MCCASKILL DESIGN PARTNERS, LLC n 4DHNwrI "'DILE m ]M cMmpx PLANE al're n° GROUP, INC. MEADOW OAKS ADDITION WIOEnxE. 1FFA5 ]®] XIM ]FINS RNB NM IFS.(' lFX9 IN]129b14] DML 1FYl5 ]M]Mb E (ell) 9nd0i9 12R) 913 EPL MRCH DRM ccxrnDT DIAYfD1 FEMMi2R canMME lBu9 ] CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS RI1 mc«H 1•Ill ]a]IX+ I.B. MDEPSOX CITY CARE NZA160D51 NOVEMBER 2016 NORTH SCALE 1" = 30' 0 15 30 60 SUMMARY CHART - BUFFERYARD5 LOCATION LENGTH BUFFERYAKD WIDTH - TYPE CANOPY TREES ACCENT TREES SNRUBS FENCE/SCREEING HEIGHT MATERIAL NORTH REQUIRED 820' 5'- A 7 13 G4 NA PROVIDED 820' 1 0' - A 7 13 G7 NA SOUTH REQUIRED 820' 5'- A 7 13 G4 NA PROVIDED 820' 1 0' - A 7 13 72 NA EAST REQUIRED 209' 5'- A 2 4 IG NA PROVIDED 209' 1 0' - A 2 4 20 NA WEST REQUIRED 209' 101 - E 2 4 6 NA PROVIDED 165' 10, - E 2 4 19 NA PARKING LANDSCAPE CALCULATIONS PARKING LOT LANDSCAPE REQUIREMENTS SHALL BE BASED ON PERCENTAGE OF PARKING LOCATED BETWEEN THE BUILDING FACADE AND THE R.O.W. LESS THAN 25% OF PARKING I BETWEEN BUILDING AND R.O.W. REQUIRED YES PROVIDED YES I CANOPY TREE OR 2 UNDEKSTORYTREE5 PER PARKING SEASONAL COLOR REQUIRED YES ISLAND WITH REMAINING AREA IN SHRUBS, GROUND ALL PARKING ISLANDS 72 450 2,700 SF 3GO SF COVER, ORNAMENTAL GRASSES, OR SEASONAL COLOR —5,374 SF PROVIDED YES PARKING LANDSCAPE DOES APPLY TOWARDS TOTAL REQUIRED INTERIOR LANDSCAPE AREA SUMMARY CHART - INTERIOR LANDSCAPE SYMBOL LANDSCAPE AREA (5F) % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER (5F) SEASONAL COLOR REQUIRED 18,00 5F 75% 3G 72 450 2,700 SF 3GO SF PROVIDED —5,374 SF 100% 3G 18 G25 1,479 SF 2 14 SF The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. PLANT MATERIAL SCHEDULE SYMBOL QUANTITY COMMON NAME BOTANICAL NAME CAL. HT. SPREAD CONT. REMARKS NUMBER OF G"- 12" DBH PRESERVED SHRUBS 18 CANOPY OR 68 RED YUCCA HE5PERALOE PARVIFLORA 9,500 SF 24" MIN 24" MIN 5 GAL. 30O.C. TRIANGULAR SPACING, OR A5 IMPERVIOUS COVERAGE .82 AC INDICATED ON PLANS 0235 DWARF YAUPON HOLLY ILEX VOMITORIA'NANA' 24" MIN 24" MIN 5 GAL. 36" O.C. TRIANGULAR SPACING, OR A5 INDICATED ON PLANS 198 DWARF ROSECREEK ABELIA ABELIA X 'ROSE CREEK' I G" MIN I G" MIN 5 GAL. 30" O.C. TRIANGULAR SPACING, OR A5 INDICATED ON PLAN5 O 37 1 AUTUMN SAGE SALVIA GREGGII 15" MIN 15" MIN 5 GAL. 24" O.C. TRIANGULAR SPACING, OR A5 INDICATED ON PLANS ORNAMENTAL GRASSES u,1 240 MEXICAN FEATHERGRA55 NA55ELLA TENU1551MA 12" MIN 12" MIN I GAL. 8" O.C. TRIANGULAR SPACING, OR A5 Ip INDICATED ON PLANS TREES 0''' 18 LIVE OAK QUERCUS VIRGINIANA 4" 12' C' GO GAL 51NGLE TRUNK, MATCHED ( ) 8 CEDAR ELM ULMU5 CKA55IFOLIA 4" 8 5' 45 GAL 51NGLE TRUNK, MATCHED 2 5HUMARD RED OAK QUERCUS 5HUMARDII 4" 12' C' 45 GAL 51NGLE TRUNK, MATCHED 4 LACEBARK ELM ULMU5 PARVIFOLIA 4' 12' C GO GAL 51NGLE TRUNK, MATCHED 25 TEXA5 REDBUD CEPCI5 CANADEN515 'TEXAN A' e 1 3' 15 GAL. SINGLE TRUNK, MATCHED { ) 19 CRAPEMYRTLE'PRAIPRIE `IRE' LAGER5TROEMIA INDICA 'PRAIRIE FIRE' - G' 3' 15 GAL. MULT. TRUNK 8 EVE'S NECKLACE 5TYPHNOLO13IUM AFFINEC' 3' 15 GAL. MULT. TRUNK GKOUNDCOVER 380 GIANT EVERGREEN LIRIOPE LIKIOFE MU5CARI 'EVERGREEN GIANT' I QT. 8" O.C. TRIANGULAR SPACING, OR AS NDICATED ON PLAN5 47 BLUE RUG JUNIPER JUNIPERUS HORIZONTALIS 'WILTONII' GAL. 36" O.C. TRIANGULAR SPACING, OR A5 INDICATED ON PLAN5 +++ + ++ ++ + %+ 428 FOUR -NERVE DAISY TETRANEURIS SCAPOSA 4" POTS 8" O.C. TRIANGULAR SPACING, OR A5 ++++++ NDICATED ON PLANS 1 18 PURPLE PRAIRIE VERBENA GLANDULARIA BIPINNATIFIDA I GAL. I ND O.C. TRIANGULAR SPADING, OR AS INDICATED ON PLANS 00000 0 0 0 0 0 2G TURK'S CAP MALVAVI5CU5 ARBOREU5 3 GAL. 36" O.C. TRIANGULAR SPACING, OR A5 V p p p p INDICATED ON PLAN5 731 SF SEASONAL COLOR 4" POTS SELECTED BY OWNER TURF 4,975 BERMUDA 50D CYNODON DACTYLON A5 INDICATED ON PLANS SP 42,589 BERMUDA SEED CYNODON DACTYLON A5 INDICATED ON PLANS 5F OTHER INSTALL I" ABOVE ADJACENT GRADE WITH �J 71 3 LF BED EDGING STEEL LANDSCAPE EDGE G" GREEN STAKES TREE PRESERVATION CREDITS CALCULATIONS PRESERVED TREE SIZES QTY CREDITS MIXED GROSS/NET ACREAGE 44 CANOPY OR GG NUMBER OF 12" DBH OR > PRESERVED 22 UNDER5TORY NUMBER OF G"- 12" DBH PRESERVED 18 18 CANOPY OR TOTAL BUILDING AREA (BLDG. FOOTPRINT) 9,500 SF 3G UNDERSTOKY SITE DATA SUMMARY CHART ZONING 01 LAND USE MIXED GROSS/NET ACREAGE 1.27 AC 51TE COVERAGE OF BUILDING FOOTPRINT 9,500 SP AREA OF OPEN SPACE 35% OUTSIDE STORAGE SPACE NA TOTAL BUILDING AREA (BLDG. FOOTPRINT) 9,500 SF SQUARE FOOTAGE BY USE 9,500 SF REQUIRED PARKING * LOADING SPACES G4 NUMBER OF PROPOSED LOTS G IMPERVIOUS COVERAGE .82 AC u E St.a divvy 1114 114 lE4 •- 4 Nof-thwest Pkwy Costco Wholesale udiewdv fXJ �+7 C` ur APPLICANT INFORMATION: OWNER INFORMATION: FROJ ECT LOCATION TRIUM DEVELOPMENT PARTNERS, LLC 495 KIMBALL, LLC DANIEL ANDERSON 2300 DEAN WAY, SUITE I 10 5815 ELDERWOOD DR 50UTHLAKE, TX 76092 DALLAS, TX 75230 817-250-5 147 2 17-G75-841 I CITY CA5E No: XXXX-XXX INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES January 25, 2019 no. date revision 100% City Permit date: 01.25.2019 drawn by: JH project no: 64-18 TSCALE I" = 30' NORTH 0 150 SUMMARY CHART - BUFFERYARDS LOCATION LENGTH BUFFfRYARD - CANOPY iREPS ACCENT TOMw SHRUBS MNtFSGR w XEIGXIIERIAL 9FA50NXGOLOR uNSHIP ral pME WEEx PLIUNua Ax020. 72 450 F OR) Lr xoern �JDW aM to -A ) u 6, w. 214 5F o >u"TEar LsvAps za'niv sw. �m r� Fxosnurtmu Gwrs.Ce"FnETIGR FromFwMpro razor A IE 7 15 IX SIX OF _A a 4 IF NO EAST 035 wurcu v No wunown FALL i REST PARKING LANDSCAPE CALCULATIONS OTTRAIG LOTRWUIREM¢MSSIMue[ WiDSCPPf 0.PfA laJPl WITTED Or al ON PARKING T®Beau FREE GROU NDCOl 5F) 9FA50NXGOLOR 518C HU EFF -R 6 CANOPHTRv Itl THE milmla o wHar u9 NO RO.W. WEEx PLIUNua Ax020. 72 450 F OR) Lr NET PRWIpEp R 1MO PAMING 4 LOADING SPACES a leo srwm, ce.a :a STS 1,479 5F 214 5F o >u"TEar LsvAps za'niv sw. �m r� Fxosnurtmu Gwrs.Ce"FnETIGR MEN SUMMARY CHART - INTERIOR U0,05CAPE FREMMISID TRUE SIMS WiDSCPPf 0.PfA laJPl %OP ARLA IN FROxi OR51DE CANOPYTREES ACCENTTREES SwUeS GROU NDCOl 5F) 9FA50NXGOLOR 518C HU EFF -R 6 CANOPHTRv Itl Two 39 72 450 F OR) Lr 31051 PRWIpEp R 1MO PAMING 4 LOADING SPACES 69 srwm, ce.a :a STS 1,479 5F 214 5F The Work Shown on HIS sheet IS the sole pro"l IS me W ViO MM$k111 tl Sign group. The work Shown on INS Sheet may not be used Without eirpress written permission from the III m roaskill design group. Any reproduction, modification or wrongful distribmion of this Sheet will in Tinge upon copyright laws. PLANT MATERIAL SCHEDULE FREMMISID TRUE SIMS CM cffDlT3 NUMBER OF 12- DBH OR> PR SESSD 22 44C OFFE"ORGG UNOFF510RY NUMBER OF 6'- 12' MH FREMSED to 518C HU EFF -R 6 CANOPHTRv AREA OF OFTEN SPACE 4HH H OUTSIDE STORAGE SPACE NA Ti BUILDING AREA Our FOGTFRINT) 9,5005F SOUARE FOOTAGE BY WC B.SOOSF R 1MO PAMING 4 LOADING SPACES 69 srwm, ce.a Gn a: .lmwmauvown z. nnx za'niv sw. �m r� �uo'o 035 wurcu v No wunown FALL lorFr ME rx: mnnrwl wm azar1 2 MIN al I or.�xc,uu TRIES GROUNELOOFIER 10, cama,,,wo, MM Fly) Imoccarrical I Or Or RI I LEE, 731 IF oxRsEEFFEEF �w�m TIRE "al wOrl OF i Polar WUYr:T GPAEew TREE PRESERVATION CREDITS CALCUTATIONS FREMMISID TRUE SIMS CM cffDlT3 NUMBER OF 12- DBH OR> PR SESSD 22 44C OFFE"ORGG UNOFF510RY NUMBER OF 6'- 12' MH FREMSED to 518C HU EFF -R 6 CANOPHTRv AREA OF OFTEN SPACE 35% OUTSIDE STORAGE SPACE 4 - Bsn.HwP TTa - Northwest OR, Costco Wholesale O III Tell FEE Gei we IF 1 EM 3 4 sV Y IS APPLICANT INFORMATION: OWNER INFORMATION PROJECT LOCATION TRIUM DEVELOPMENT PARTNERS, LLC 495 KIMBALL. LLC DANIEL ANDERSON 2300 DEAN WAY. SUITE 110 5815 ELDERWOOD OR 50UTHLAKE, TX 79092 DALLAS. TX 75230 517-250-5147 CRY CASE Nor X DCX -XXX INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES January 25, 2019 no.1 date revision 100% City Permit date: 01.25.2019 drawn by: 1H project no: 64-18 SITE DATA SUMMARY CHART ZONING OI WO USE MIXED GR055MET ACREAGE 1 it SHE COVERAGE OF BMDING PWIFRAT 9.5005F AREA OF OFTEN SPACE 35% OUTSIDE STORAGE SPACE NA Ti BUILDING AREA Our FOGTFRINT) 9,5005F SOUARE FOOTAGE BY WC B.SOOSF R 1MO PAMING 4 LOADING SPACES 69 NUMBER OF PROPOSFO LOTS INFERVIl COVERAGE B2 AC 4 - Bsn.HwP TTa - Northwest OR, Costco Wholesale O III Tell FEE Gei we IF 1 EM 3 4 sV Y IS APPLICANT INFORMATION: OWNER INFORMATION PROJECT LOCATION TRIUM DEVELOPMENT PARTNERS, LLC 495 KIMBALL. LLC DANIEL ANDERSON 2300 DEAN WAY. SUITE 110 5815 ELDERWOOD OR 50UTHLAKE, TX 79092 DALLAS. TX 75230 517-250-5147 CRY CASE Nor X DCX -XXX INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES January 25, 2019 no.1 date revision 100% City Permit date: 01.25.2019 drawn by: 1H project no: 64-18 TREE SURVEY TREE NUMBER CALIPER (IN.) SPECIES PRESERVED REMOVED 100 G HACKBERRY X x 101 14 POST OAK x 14G 102 12 POST OAK X 147 103 12 POST OAK X 148 104 9 POST OAK x 149 105 10 POST OAK x 150 JOG 8 HACKBERRY x 151 107 14 POST OAK x 152 108 11 POST OAK x 153 109 II POST OAK x 154 110 9 HACKBERRY x 155 111 II POST OAK X X 1 12 10 POST OAK x X 1 13 12 POST OAK x x 114 4 ELM x 159 1 15 12 POST OAK X x JIG 15 POST OAK X X 117 12 POST OAK X X 116 12 POST OAK X X 119 10 POST OAK x X 120 13 /14 TWIN POST OAK x X 1 2 1 17 POST OAK x X 122 12 POST OAK X X 123 17 POST OAK X X 124 13 POST OAK X X 125 13 POST OAK x x 12G 7 ELM x 171 127 8 HACKBERRY x 172 128 IG POST OAK x 173 129 14 POST OAK X x 130 IG POST OAK X X 131 17 POST OAK X x 132 NA NA X x 133 8 HACKBERRY X X 134 NA NA X x 135 12 POST OAK X x 13G 13 POST OAK X X 137 12 POST OAK X X 138 IG POST OAK x x 39 14 POST OAK X X 140 20 POST OAK X X 141 17 FOST OAK X x 142 1 G TRIPLE LIVE OAK X x 143 18 TRIPLE LIVE OAK X x 144 15 POST OAK X X 145 13 POST OAK X X 14G I I POST OAK x X 147 12 FOST OAK X X 148 13 POST OAK X X 149 8 HACKBERRY X X 150 91 12 TWIN LIVE OAK X x 151 8 LIVE OAK X 152 13 LIVE OAK X 153 14 POST OAK X 154 1 1 LIVE OAK X 155 1 1 LIVE OAK X 15G 10 LIVE OAK X x 157 G LIVE OAK X x 58 10 LIVE OAK X X 159 13 POST OAK X IGO 22 FOST OAK X IGI 15 POST OAK x X IG2 20 POST OAK X X I G3 15 FOST OAK X x I G4 12 POST OAK X x I G5 15 POST OAK x I GG 10 FOST OAK X I G7 22 FOST OAK X X IG8 NA NA X X I G9 15 POST OAK X x 170 15 POST OAK X x 171 NA NA X X 172 NA NA X X 173 17 POST OAK x X 174 1 G POST OAK X X 175 9 POST OAK x X 17G 9 POST OAK x X 177 18 POST OAK x X 78 12 POST OAK x X 179 12 TWIN ELM X X 180 20 ELM X X 181 14 POST OAK X X 182 17 POST OAK X x 183 14 POST OAK x X 184 12 POST OAK X 185 12 POST OAK X 18G G POST OAK X 187 14 FOST OAK X The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. 188 1 1 POST OAK X NUMBER OF 12" DBH OR > PRESERVED 189 1G POST OAK X UNDERSTORY 190 1 1 POST OAK X 16 191 1 1 POST OAK x 501 192 1 1 POST OAK X 193 13 POST OAK X 194 12 POST OAK X 195 1 1 POST OAK x 19G 14 POST OAK x 197 12 POST OAK x 198 12 POST OAK X 199 14 POST OAK X 200 1 2 POST OAK x 201 10 POST OAK X 202 14 POST OAK X 203 14 POST OAK X 204 10 POST OAK X 205 14 POST OAK X 20G I G POST OAK x 207 10 POST OAK X 208 17 POST OAK X 209 17 POST OAK X 210 12 POST OAK x 21 1 10 POST OAK x 212 12 FOST OAK X 213 15 POST OAK X 214 14 POST OAK X 2 1 5 G POST OAK X 21G 14 POST OAK X 217 19 POST OAK X 218 13 POST OAK x 219 10 TWIN POST OAK X 220 10 POST OAK x 221 12 POST OAK x 222 1 1 POST OAK x 223 14 POST OAK x 224 1 G POST OAK X 225 17 POST OAK X 22G 4 PECAN X 227 1 1 POST OAK X 228 7 TWIN PECAN x TREE PRESERVATION CREDITS CALCULATIONS PRESERVED TREE SIZES QTY CREDITS NUMBER OF 12" DBH OR > PRESERVED 22 44 CANOPY OR GG - - UNDERSTORY INCHES GO% 18 CANOPY OR NUMBER OF G"- 1 2" DBH PRESERVED 16 3G UNDERSTORY TOTAL TREES REMOVED = 9G7" CAL PROTECTED TREE5 REMOVED = 922" CAL ��t) NORTH CREDITS FOR PROTECTED TREES PRESERVED = G2 TREES OR 102 UNDEK5TOKY TREES EX15TING TREE COVERAGE PRESERVATION REQUIREMENTS REQUIREMENT ACTUAL REQUIRED PROVIDED 20.1%-40% TREE COVERAGE ON 51TE 29% - - GO% OF EXIST. TREE COVERAGE TO BE PRESERVED INCHES GO% 37% TREE MITIGATION KEQUIKEMENT5 PROTECTED PROTECTED REQUIRED REQUIREMENT TREE CALIPER TREE CALIPER CALIPER INCHES INCHES INCHES REMOVED PRESERVED REPLACED I ": I " TREE CALIPER REPLACEMENT RATIO 922 501 172 EXTEND FENCING TO TREE CANOPY DKIPLINE CHAIN LINK FENCE 8'-0" METAL T -POST @ 8'-0" O.C. SPACING FINISH GRADE NOTES: I . CONTRACTOR SHALL LEAVE FENCING PROTECTING THE CRITICAL ROOT ZONE (CRZ) IN PLACE UNTIL WORK IN THAT AREA IS FINISHED. IF PROPOSED IMPROVEMENTS WILL BREACH THE DRIPLINE, THE CONTRACTOR MAY ADJUST THE FENCE TO COMPLETE THAT WORK. THE WHEELS OR TRACKS OF HEAVY VEHICLES / MACHINERY SHOULD STILL BE KEPT AS FAR AWAY AS POSSIBLE FROM THE CRITICAL ROOT ZONE DURING THE WORK 2. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED PROTECTION FENCING UNTIL TIME OF REMOVAL. 3. PROTECTIVE FENCING SHALL HAVE A TREE PROTECTION SIGN AFFIXED TO THE FENCE EVERY 20' IN A MANNER THAT IS VISIBLE TO WORKERS ON SITE. 4. ORANGE CONSTRUCTION FENCE IS NOT PERMISSIBLE IF PLANNED CONSTRUCTION ACTIVITY IS TO OCCUR WITHIN I O' OF THE PROTECTIVE FENCING. TREE PROTECTION FENCING NTS TREE PROTECTION NOTES: ° REMOVED TREE ° PRESERVED TREE THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE SUBJECT TO THE PROVISIONS OF THIS ORDINANCE. A. MATERIAL STORAGE: NO STORAGE OR PLACEMENT OF MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. B. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDS, INCLUDING, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS DEPOSITED OR ALLOWED TO FLOW INTO THE CRITICAL ROOT ZONE OF A PROTECTED TREE. C. TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. D. VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING SHALL TAKE PLACE WITHIN THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET PAVEMENT. THIS RESTRICTION DOES NOT APPLY TO SINGLE INCIDENT ACCESS WITHIN THE CRITICAL ROOT ZONE FOR PURPOSES OF ESTABLISHING THE BUILDING PAD AND ASSOCIATED LOT GRADING, VEHICULAR TRAFFIC NECESSARY FOR ROUTINE UTILITY MAINTENANCE, EMERGENCY RESTORATION OF UTILITY SERVICE, OR ROUTINE MOWING OPERATIONS. E. GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE PROTECTIVE CONSTRUCTION METHODS ARE APPROVED IN ADVANCE IN WRITING BY THE ADMINISTRATIVE OFFICIAL. F. IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS OTHERWISE ALLOWED IN THIS ORDINANCE. 2. NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP -LINE OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT PRIOR WRITTEN APPROVAL OF THE ADMINISTRATIVE OFFICIAL. r Etateldtiv� � L#nnl�arr 11 4 Y 7# a `'114 Costco Wholesale 0 � 17Ck9 , Gateway rr Rj a APPLICANT INFORMATION: OWNER INFORMATION: Apel I fr PROJECT LOCATION TRIUM DEVELOPMENT PARTNERS, LLC 495 KIMBALL, LLC DANIEL ANDERSON 2300 DEAN WAY, SUITE I 10 5815 ELDERWOOD DR 5OUTHLAKE, TX 7GO92 DALLAS, TX 75230 817-250-5147 21 7-G75-84 I I CITY CA5E No: XXXX-XXX INTERIM REVIEW DOCUMENTS NOT INTENDED FOR BIDDING OR CONSTRUCTION PURPOSES January 25, 2019 no. date revision 100% City Permit date: 01.25.2019 drawn by: JH project no: 64-18 , f, FRONT ELEVATION RIGHT SIDE ELEVATION �iiTiT:Z • � - • is 02 a Ate'' I REAR ELEVATION :FaM:nrrrr. � yAS •r' • � - '1`f; • ' � *E�� • : �: r iy W ..ice ►' . �+'� " ''t .I` ry .. �.}•"�7 Ve, �., • �',., '"L tilt 1� +;�: r 'I � "^��c�Y. ��`�.. ;;� � ate' -1; _ . � � �.+. Y ��-,•� I� '`-♦` ok 1p _ r _ *�� ►r � r � ., � �,_ ,fir � .• � �� . � 5[ , bill•' • 00-; Ji, fid' LEFT SIDE ELEVATION FS♦fes-.� . '.�`� -R# '�. -�• _ •_ � .+c�,,�. fes" � � �- . r - �'.•fJy+►ti,:•�� • �• , a � • - _ ' +�/� •#�� ✓- �`' � • !,moi v� .. a , - '�� 1 fIrIt .i 't,- •. �' moi' OM1' �� •r `' . `� '" rr � �- • ♦ r y- ` � ��i �:� �- � iz" 7 7 F,� ! . :mss r � �_ �s jithall Iop FRONT ELEVATION r`�`-:a}�� 1- a .•'.�"i .�i � -- _- -- - � - - _— art i ■ ■ :FaM:nrrrr. 1, � - �► r . • x- ' art; • � '\` "G` s •. � ��f�j/��/.�`r�. ,�✓.y..'a v / ' t _ � t . �+��r r*' • � � i r� � _ y • '. � ,s. ,a lk KL 17 Aw " *� �` ./� '�, I � s`` �� ^ 9 � ~�'"'�._ r •ate ♦` ��• •r, � rf -.� ;� +C� y .� - i w., r� 6,• f' ��•` � � Imo` � j- �11�_ '� -_ .� ." '`* ��* .� NM* a� �.� "± •*' f + �. .1• ,,�`� 'moi- � `�. •''.. � � � .E.... �� • • '` ♦. _�- '��•,; y�� 7�/` -•\ S are s \ 4a" � '� � .rya II •,.�� _ All f� r -. !w!�P is +r�.0 r�16�� ♦ 7 - n t Ke s i I• �r wp ! P, 't • 4 r • •`r r ts_ - ■ ■ 1 M.i; ■ ',, * y1� ,� j•� � r ,r1 - �- t • -,�� ' ,� _* X� �� • r. ' i �+. Al NEI •,. ��it.�ry...aK��`�^�k'� s*`'.tip "�,-,tc:*•��xa��.•+�..��c� �-:•'�t�r-;:.'�.�'4�.�r�.��°�'.f. li .. �,pr��:.. LEFT SIDE ELEVATION :* . rte. - -� � .l,- J �� . �•�•��.- * ~ �' .. � � . r I� NzIr .�- �4�. ` w, . �.i .. ♦ rte+ .. w - :i•� ��.1y_,_=l 1+,r• • - 4� `+w. R16HT 5ELE\/ATION �iiTiT:Z • � - • is REAR ELEVATION FRONT ELEVATION r`�`-:a}�� 1- a .•'.�"i .�i � -- _- -- - � - - _— art i ■ ■ :FaM:nrrrr. 1, � - �► r . • x- ' art; • � '\` "G` s •. � ��f�j/��/.�`r�. ,�✓.y..'a v / ' t _ � t . �+��r r*' • � � i r� � _ y • '. � ,s. ,a lk KL 17 Aw " *� �` ./� '�, I � s`` �� ^ 9 � ~�'"'�._ r •ate ♦` ��• •r, � rf -.� ;� +C� y .� - i w., r� 6,• f' ��•` � � Imo` � j- �11�_ '� -_ .� ." '`* ��* .� NM* a� �.� "± •*' f + �. .1• ,,�`� 'moi- � `�. •''.. � � � .E.... �� • • '` ♦. _�- '��•,; y�� 7�/` -•\ S are s \ 4a" � '� � .rya II •,.�� _ All f� r -. !w!�P is +r�.0 r�16�� ♦ 7 - n t Ke s i I• �r wp ! P, 't • 4 r • •`r r ts_ - ■ ■ 1 M.i; ■ ',, * y1� ,� j•� � r ,r1 - �- t • -,�� ' ,� _* X� �� • r. ' i �+. Al NEI •,. ��it.�ry...aK��`�^�k'� s*`'.tip "�,-,tc:*•��xa��.•+�..��c� �-:•'�t�r-;:.'�.�'4�.�r�.��°�'.f. li .. �,pr��:.. LEFT SIDE ELEVATION :* . rte. - -� � .l,- J �� . �•�•��.- * ~ �' .. � � . r I� NzIr .�- �4�. ` w, . �.i .. ♦ rte+ .. w - :i•� ��.1y_,_=l 1+,r• • - 4� `+w. R16HT 5ELE\/ATION �iiTiT:Z • � - • is REAR ELEVATION DRAINAGE AREAS - EXISTING Desig. Area (AC) Description 'C' Value T, (Min) I1(IN/HR) Ql (CFS) lio (IN/HR) Qlo (CFS) lioo (IN/HR) Qloo(CFS) OS -A 0.07 UNDEV 0.30 15 3.32 0.1 5.53 0.1 7.98 0.2 OS -B 2.61 UNDEV 0.30 15 3.32 2.6 5.53 4.3 7.98 6.2 OS -C 0.24 UNDEV 0.30 15 3.32 0.2 5.53 0.4 7.98 0.6 EX -A 0.77 UNDEV 0.30 15 3.32 0.8 5.53 1.3 7.98 1.8 EX -B 2.90 UNDEV 0.30 15 3.32 2.9 5.53 4.8 7.98 6.9 EX -C 0.18 UNDEV 0.30 15 3.32 0.2 5.53 0.3 7.98 0.4 DP -A 0.84 UNDEV 0.30 15 3.32 0.8 5.53 1.4 7.98 2.0 DP -B 5.51 UNDEV 0.30 15 3.32 5.5 5.53 9.1 7.98 13.2 DP -C 0.42 UNDEV 0.30 15 3.32 0.4 5.53 0.7 7.98 1.0 I DnnlnnD HUD PIMP 600 - HEMP Mnnno 0nDD0nD -601- 00MUMD MMDD ononDOD 600 DOODDnnD MHDO DUDDOUP 6D1 000DDDnn Mmoo 0000000 oomomo UDEMDDn 0000 oomomo Donn noon �-� HUD UIDDDMn DDDMDDD 0000 DDDDD C-2 o.s2� 0.2)--D1oo [EUDD D 15 DD 60 UM HUD D Inn D DD DD 0m0 114 0 00000o omo Mm00� o v 000000- 000,, 0 00001U00000 6 002 ,n HUD nDDnHHHU DD UD D HEP DID DIED HPInnnln DDnnn 1 DDDMD UUIU 20 DUMDUM HOUD UU DID DD DDDR D DDDR In M DUMDUM MD0000 DDD DID DHUN EMnnD DDD DDUDDn0DEMDD (DDDDD DoIMD0 UD DnDDMnnnDDMD non HHUDDID UDDEDUDDIDD Dno HHUDID UnnnnUMnH UD DD UUUUMUD on HHHon HHHU OMUDD DUUMDDDMU 4D UMnn DDDIEDDIE UDDID DDD UDEHMOUID MH HUDDD I MEP DDDUDDMUDDU Do DEI HUD l,i �� 1l />� P Rl 1/Z '00 N�. - -- � � � � OS- C V I A�-J\� \ 1 �� 0.24 0.6 I J �)) OS- A / SP SOUTHLAKE-4VEA-L II LLC- \ I LOT 3, ,BLOCK A 2.67 6.2 1 V A \ \�� \ NN4CLE POINT � \ 0.0 0.2 sT. 'NO. D2180-881-9 \ \ \ \ w �� S .M % - / U. D. MIXED (E \ - \ �- - - _ r 1 n \ \ 6' � W675 o� Q EX -A �\ I E'- A > 68 \ o\\ \ \ \ \ ov 0.77 7.8 �� ------ �� j J �Q X ------ w�oC�� \ /� EX B \ \ 1 \\1 11\ 1 1 \ 1 1 \ \ 1 1 \ - 1 1 A 1 \ ct'uRCH OR CHRIS7 1 LOT 5, BLDG MEADOW OAKS INST. NO. D214 \ I \ ) / / L. U. D. = MIXE, EX- C 0.78 0.4 M OM 10 non non o0 non OO T000 0o 000 O 000 omo 0o UM000 OOOOODO 00000 n0 Ono 00000000 OO HOMO TUOOMUOTUU 000000 OOUOODO 415000OOOUOOU Doom 0o0 OOoHoom0 no U[Wuou omo Moon UOUOOUmUU 66H1 OM 20 Ono 0T000UUnoOno 00 noun 00 non ouuoouoou non 00 0 HOMO WHO noun no UUU HOMO OOU HU o0000o UOTOToo 200 0000 00000000 000M 000 UODOUDHO 000000 00 OOT uomomo0 UOn000mU066014 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D D 0 0 0 0 0 0 0 0 0 0 J � �mva� �o� o L 0 0 B 0 0 0 N L 0o Dom 0�0 000 �00 ��10�051 0 l toi Ivy /<«0-0 I100 .� 100 r�� v 00 too 00 \ I a ,�� I w `\ ♦ OS_A , f OS -B.1 SP SOUTNLAKE-7 1l eA-ft lI LL% _ I \ Pcl � ,� n\ LU \ z LU 0.4 Q J \ Q r m \ O U v V I V \ \ \ wHLL\ LOT 5, BLOCK A / WALL ". INLET �a _ MEADOW OAKS ADDITION `\ INST. NO. D274092828 / <rl L.U.D. = MIXED JQF iiII ffll OWED o 0000 HE 0010m0 M0000 0000000 0010m0 Mm00 0000000 0 15 00 60 600 00000000 M0000 0000000 601 00000000 Mm00 0000000 - - - 00m0m0 000M 0000 0 m 0000 0 0010m0 0000 0000 , m00 0 0000 .•-► 0000 0m000m0 000m000 0000 00000 C-2 0.52 0.2 f---0,00 m000 DmO 114 0 00000o 'N omo MO)000 z 000000 o 00001IJ00000 002 1 OOOmO HE ,0 Omoo OOOOOOo0m0o 00 00 HOOm00 omo omoo 000m000mo 00000 20 HEM 00000 00 0m0 00 0000 0 0000 m0 M HEM M00000 000 0m0 0000000M000 000 000000000m00 m00000 00mm00 0 moon 000m000mo 00 MUMMUnIE0 000 0000oo0m0 OOOoo000m00 000 UUMUN 000000000 00 00 0000m00 00 00000000 0000000 40 omoo 000m000mo 000mo 000 OOOoom00mo Moo 000000 m Mm00 000000M0000 00 00m 0000 ros C 0.6 ^ 1 I 1 �-B. L " DRAINAGE AREAS - PROPOSED 79 678 / 0.4 Desig. Area (AC) Description 'C' Value Tc (Min) I1(IN/HR) Ql (CFS) Ila (IN/HR) Qlo (CFS) 1100 (IN/HR) Q100(CFS) OS -A 0.07 UN DEV 0.30 15 3.32 0.1 5.53 0.1 7.98 0.2 OS -B.1 1.51 UN DEV 0.30 15 3.32 1.5 5.53 2.5 7.98 3.6 OS -B.2 1.11 UN DEV 0.30 15 3.32 1.1 5.53 1 1.8 7.98 2.7 OS -C 0.24 UN DEV 0.30 15 3.32 0.2 5.53 0.4 7.98 0.6 A-1 0.40 COM/IND 0.78 10 4.06 1.3 6.51 2.0 9.24 2.9 B-1 0.12 COM/IND 0.78 10 4.06 0.4 6.51 0.6 9.24 0.9 B-2 0.95 COM/IND 0.78 10 4.06 3.0 6.51 4.8 9.24 6.8 B-3 0.30 COM/IND 0.78 10 4.06 1.0 6.51 1.5 9.24 2.2 B-4 0.28 COM/IND 0.78 10 4.06 0.9 6.51 1.4 9.24 2.0 B-5 0.52 COM/IND 0.78 10 4.06 1.6 6.51 2.6 9.24 3.7 B-6 0.19 COM/IND 0.78 10 4.06 0.6 6.51 1.0 9.24 1.4 B-7 0.30 COM/IND 0.78 10 4.06 1.0 6.51 1.5 9.24 2.2 B-8 0.08 COM/IND 0.78 10 4.06 0.3 6.51 0.4 9.24 0.6 B-9 0.06 COM/IND 0.78 10 4.06 0.2 6.51 0.3 9.24 0.4 B-10 0.58 COM/IND 0.78 10 4.06 1.8 6.51 2.9 9.24 4.2 C-1 0.08 COM/IND 0.78 10 4.06 0.3 6.51 1 0.4 9.24 0.6 DP -A 0.47 CALC 0.71 15 3.32 1.1 5.53 1.8 7.98 2.7 DP -B 6.00 CALC 0.57 15 3.32 11.4 5.53 18.9 7.98 27.3 DP -C 0.32 CALC 0.42 15 3.32 0.4 5.53 0.7 7.98 1.1 l toi Ivy /<«0-0 I100 .� 100 r�� v 00 too 00 \ I a ,�� I w `\ ♦ OS_A , f OS -B.1 SP SOUTNLAKE-7 1l eA-ft lI LL% _ I \ Pcl � ,� n\ LU \ z LU 0.4 Q J \ Q r m \ O U v V I V \ \ \ wHLL\ LOT 5, BLOCK A / WALL ". INLET �a _ MEADOW OAKS ADDITION `\ INST. NO. D274092828 / <rl L.U.D. = MIXED JQF iiII ffll OWED o 0000 HE 0010m0 M0000 0000000 0010m0 Mm00 0000000 0 15 00 60 600 00000000 M0000 0000000 601 00000000 Mm00 0000000 - - - 00m0m0 000M 0000 0 m 0000 0 0010m0 0000 0000 , m00 0 0000 .•-► 0000 0m000m0 000m000 0000 00000 C-2 0.52 0.2 f---0,00 m000 DmO 114 0 00000o 'N omo MO)000 z 000000 o 00001IJ00000 002 1 OOOmO HE ,0 Omoo OOOOOOo0m0o 00 00 HOOm00 omo omoo 000m000mo 00000 20 HEM 00000 00 0m0 00 0000 0 0000 m0 M HEM M00000 000 0m0 0000000M000 000 000000000m00 m00000 00mm00 0 moon 000m000mo 00 MUMMUnIE0 000 0000oo0m0 OOOoo000m00 000 UUMUN 000000000 00 00 0000m00 00 00000000 0000000 40 omoo 000m000mo 000mo 000 OOOoom00mo Moo 000000 m Mm00 000000M0000 00 00m 0000 ros C 0.6 ^ 1 I 1 �-B. WALL WALL SRATE -� INLET / L " 79 678 / 0.4 r- I1 1\ B-8 0.08 0.6 '-polo RETAINING WALL WALL SRATE -� INLET / L " 79 678 / 0.4 r- �Qoo B-8 0.08 0.6 '-polo RETAINING RATEti�� WALL R NLET C)�: Wo • U� 0 0 w ~� w rT1�� w �= W Mr- U W� d N W� �QNN �-a 00 q � U� 0c) O w Q a a M OM 10 Ono 000 on ono On T000 no 000 u Ono omo no UMOOn 0000000 00000 0o Ono U00000H UO HOMO TUOOMUOTOO 000000 UOUOO n0 4150 no UOOUOOU Doom Ono unoHoomu no UMUOU omo Moon OOOOOOTUO 66H1 OM 20 000 0 To 0 000 no 000 00 noun 00 non ouuoouoUU Ono 00 0 HOMO WHO 0000 no 000 HOMO Ono omo OOOOOO OOTOT00 2Uo noun nouOunou 000M nun 000000000 000000 00 00m u0ToT00 UOn000TU066014 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J � u J Q z X o� o L 0 0 8 0 0 0 N o i�n o o Lnoun 0 C UEHUH UU AIDU51 0 .06 0.4 �Qoo RATEti�� NLET C-1 0.08 0.6 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J � u J Q z X o� o L 0 0 8 0 0 0 N o i�n o o Lnoun 0 C UEHUH UU AIDU51 0 CONNECT TO EX 12" WATER W 000000, J 15' DRAINAGE m omo °000 LOT 3 EASEMENT 000000 Y INSTALL: \ \,N ISTALL: SSMH BUILDING 3 1 - Z) 3'x3' GRATE INLET \\ I 23,834 SF I SS SERVICE (INSTALL: EX, FH WTR SERVICE \I e o 15' WATER SEWER LINE I \\ 8" 24" STORM DRAIN 8" WATER LINE \ S NIT RYI" �� C, II S WE 3'x3' GRATE INLET EASEMENT oTOP = 676.75 4 FL = 671.05 INSTALL: INSTALL: 4" SS SERVICE LOT 5 WTR SERVICE SP SOUTHLAKE-KIMBALL LOT 3, BLOCK A PINNACLE POINT ST NO. 11218098819 S MN / \ U. D. MIXED USE /Adilk/ o LOT 1 \ qo IN ALL: 29,277 SFLU \ � WTR SERVICE BUILDING 1 \ J ONE STORY \ LU / INSTALL: 5,976 SF \ ii Q — 4" SS SERVICE \ I I CONNECT TO EX 12" WATER W J 000000, J 15' DRAINAGE m omo °000 LOT 3 EASEMENT 000000 Y INSTALL: \ \,N ISTALL: SSMH BUILDING 3 1 - Z) 3'x3' GRATE INLET \\ I 23,834 SF I SS SERVICE (INSTALL: EX, FH WTR SERVICE \I e o 15' WATER SEWER LINE I \\ 8" 24" STORM DRAIN 8" WATER LINE \ S NIT RYI" �� C, II S WE 3'x3' GRATE INLET J 000000, J 15' DRAINAGE m omo °000 LOT 3 EASEMENT 000000 Y INSTALL: \ \,N ISTALL: SSMH BUILDING 3 1 - Z) 3'x3' GRATE INLET J 0 5,976 SF 23,834 SF I SS SERVICE (INSTALL: EX, FH WTR SERVICE �E INSTALL: , o NSTALL: 3'x3' GRATE INLET �' 1 ' W TE 3'x3' GRATES INLET TOP = 676.25 TOP = \676.15 FL = 671.65 E SE EN � � FL = X69.90 8" SEWS LINE 24" STORM DRAIN \ I WATER EASEMENT ' WATER LINE I ............... INSTALL: FIRE HYDRANT 25' WATER y EASEMENT _ 15' SANITARY SEWER EASEMENT I INSTALL: I 4" SS SERVICE LOT 6 39,869 SF INSTALL: BUILDING 6 WTR SERVICE ONE STORY 5,976 SF 300' FH RADIUS (TYP) / )F CHRIST OUR KING T 5, BLOCK A l IN OAKS ADDITION / N0. D274092828 / = MIXED USE 000000 I 111 111 11 1111 11111 11 HME5 1111 I 111 11111 1111 11111 11 1111 1111111 II III 111111111111 11111 11 11 111111 1111 I III III 1111 11 111111111 111111111 111 111111 11111 1111111111111 41 111 111 11 11111111 111 11111111 I 111 11111 11111111 111 1111111 HOM 111 11111111 11 111 1111 111 HOME Onum 111 MHon 11 111 I IIII MOE .I 111 111111111 11111 1111 I MIMM AnDOOMOO 111111111 OHM 11111111 1111111111 111 HOOP 111111111 I 111 11111111 11 111 OE 11111 111 11111111 111 II IIIIIIIII 111 Illlllr 111111111 11111111111 111111 111 111111111111 Mon 111111 II HMO mmun Houuumouon 11 1111 IIIII II 111 111111111 11111 II 111111111 1111 I mmkom 11111 11 111111 111111 111 MOO on UMINEUD 11111111 II 111 1111 II1111111 II 1111 11111111 11111 II 111111 1 111 HO II 111111 II 11111 MONO 1111 11 11111 II 1111111 11111111 nun no 11 ORO 1111 1111 1111 111 II 111 MPH 11 Irmo 111 II 11111111 11111111111 11111 11 1111111 1 1111111 11111111 1111111111 1111111 11111 111111 111 111111111 nnnopm On 111111 INSTALL: / \ 3'x3' GRATE INLET / \ TOP = 675.35 / \ FL = 671.35 / \ 300' FH \ LOT 2 RADIUS (TYP) 19,688 SF BUILDING 2 \\ ONE STORY INSTALL: 5,976 SF (INSTALL: 4" SS SEWTR SERVICE l\ 25WATER, a � i ER, INSTALL: 15' WATER SSMH EASEMENT INSTALL: HEADWALL FL = 669.90 DRAINAGE & MAINTENANCE CESS EASEMENT - CONNECT TO EX GRATE INLET 1 \ DETENTION \ POND \III 7RAINAGE & ACCESS EASEMENT 7—,// 15' W INSTALL: FIRE HYDRANT INSTALL: 10' CURB INLET / TOP - 675.85 FL = 668.70 INSTALL: WEIR STRUCTURE II FL = 669.40 O 15 00 60 Om 0000 O IOO 0 0000 INSTALL: \ 8" GATE VALVE \ INSTALL: 8" PLUG \ 3'x3' GRATE INLET 2" BLOW -OFF \ TOP = 677.80 15' DRAINAGE FL = 673.80 EASEMENT 24" STORM DRAIN \ 000000, 24" STORM DRAIN 15' DRAINAGE 0 000000 omo °000 LOT 3 EASEMENT 000000 23,106 SF \ \,N ISTALL: BUILDING 3 (INSTALL: FIRE HYDRANT - ONE STORY 3'x3' GRATE INLET ININSTALL: 5,976 SF 23,834 SF I SS SERVICE (INSTALL: I 5979 SF WTR SERVICE e o 15' WATER SEWER LINE EASEMENT 8" 24" STORM DRAIN 8" WATER LINE 1 S NIT / )F CHRIST OUR KING T 5, BLOCK A l IN OAKS ADDITION / N0. D274092828 / = MIXED USE 000000 I 111 111 11 1111 11111 11 HME5 1111 I 111 11111 1111 11111 11 1111 1111111 II III 111111111111 11111 11 11 111111 1111 I III III 1111 11 111111111 111111111 111 111111 11111 1111111111111 41 111 111 11 11111111 111 11111111 I 111 11111 11111111 111 1111111 HOM 111 11111111 11 111 1111 111 HOME Onum 111 MHon 11 111 I IIII MOE .I 111 111111111 11111 1111 I MIMM AnDOOMOO 111111111 OHM 11111111 1111111111 111 HOOP 111111111 I 111 11111111 11 111 OE 11111 111 11111111 111 II IIIIIIIII 111 Illlllr 111111111 11111111111 111111 111 111111111111 Mon 111111 II HMO mmun Houuumouon 11 1111 IIIII II 111 111111111 11111 II 111111111 1111 I mmkom 11111 11 111111 111111 111 MOO on UMINEUD 11111111 II 111 1111 II1111111 II 1111 11111111 11111 II 111111 1 111 HO II 111111 II 11111 MONO 1111 11 11111 II 1111111 11111111 nun no 11 ORO 1111 1111 1111 111 II 111 MPH 11 Irmo 111 II 11111111 11111111111 11111 11 1111111 1 1111111 11111111 1111111111 1111111 11111 111111 111 111111111 nnnopm On 111111 INSTALL: / \ 3'x3' GRATE INLET / \ TOP = 675.35 / \ FL = 671.35 / \ 300' FH \ LOT 2 RADIUS (TYP) 19,688 SF BUILDING 2 \\ ONE STORY INSTALL: 5,976 SF (INSTALL: 4" SS SEWTR SERVICE l\ 25WATER, a � i ER, INSTALL: 15' WATER SSMH EASEMENT INSTALL: HEADWALL FL = 669.90 DRAINAGE & MAINTENANCE CESS EASEMENT - CONNECT TO EX GRATE INLET 1 \ DETENTION \ POND \III 7RAINAGE & ACCESS EASEMENT 7—,// 15' W INSTALL: FIRE HYDRANT INSTALL: 10' CURB INLET / TOP - 675.85 FL = 668.70 INSTALL: WEIR STRUCTURE II FL = 669.40 O 15 00 60 Om 0000 O IOO 0 0000 INSTALL: \ 8" GATE VALVE \ INSTALL: 8" PLUG \ 3'x3' GRATE INLET 2" BLOW -OFF \ TOP = 677.80 15' DRAINAGE FL = 673.80 EASEMENT 24" STORM DRAIN \ 32,206 SF BUILDING 5 ONE STORY 5,976 SF INSTALL: SSMH 0" Ono no INSTALL: F SSMH 000000, 24" STORM DRAIN 15' DRAINAGE 0 000000 omo °000 LOT 3 EASEMENT 000000 23,106 SF \,N ISTALL: BUILDING 3 (INSTALL: FIRE HYDRANT - ONE STORY 3'x3' GRATE INLET ININSTALL: 5,976 SF 23,834 SF I SS SERVICE (INSTALL: I 5979 SF WTR SERVICE e o 15' WATER SEWER LINE EASEMENT 8" 24" STORM DRAIN 8" WATER LINE 1 S NIT RYI" �� INSTALL: S WE 3'x3' GRATE INLET EASEMENT oTOP = 676.75 4 FL = 671.05 INSTALL: INSTALL: 4" SS SERVICE LOT 5 WTR SERVICE 32,206 SF BUILDING 5 ONE STORY 5,976 SF INSTALL: SSMH 0" Ono no INSTALL: F SSMH Ido 0000m0000 00000 0 noon NO n n 0 0 0 O noon OHM 0 Munon 00000 Om0 0000000 00000 0 0000 0000 HOOD nun OO Mouuouo 00000 000 OO OmO DOODO non OO HOME 00000 0000000 OnmOO 0 noun Mom OumonDuo no Mum OmO DOM onMMOO HOMO OOOmOOO 0 OHIO OOOOMOOO INSTALL: 3'x3' GRATE INLET TOP = 677.45 FL = 673.45 000000, 24" STORM DRAIN 000 0 000000 omo °000 MmO�� o O 000000 FL = 676.55 \,N ISTALL: OOO 1 - 1 Ido 0000m0000 00000 0 noon NO n n 0 0 0 O noon OHM 0 Munon 00000 Om0 0000000 00000 0 0000 0000 HOOD nun OO Mouuouo 00000 000 OO OmO DOODO non OO HOME 00000 0000000 OnmOO 0 noun Mom OumonDuo no Mum OmO DOM onMMOO HOMO OOOmOOO 0 OHIO OOOOMOOO INSTALL: 3'x3' GRATE INLET TOP = 677.45 FL = 673.45 24" STORM DRAIN INSTALL: 3'x3' GRATE INLET TOP = 681.60 FL = 676.55 \,N ISTALL: WTR SERVICE INSTALL: 1 3'x3' GRATE INLET LOT 4 1 TOP = 677.80 23,834 SF I FL = 673.80 BUILDING 4 I 5979 SF 0E q-jo I INSTALL ��c)V ��ocoo 14" SS SERVICE Q Iw z� I � I o�Qz_ I Q~� I -L— 8" SEWER LINE / I � I / / / 300' FH / RADIUS (TYP / I M DR IN I 15' DRAINAGE AOL EASEMENT INSTALL: SSMH & 8" STUB \ OM 10 000 000 o0 000 DD TDDH DO 000 D 000 omo DO OMOOD 0000000 OODDO Do DOD 00000000 Do 0000000 TODoMOOTOD 000000 DOOn0On 4150000DOOn00 DOOM 000 ODODDOOTO 00 D[WHO DTD MOOD DDDDDDTOD 66DT1 OM A DDD O To O DDD DO ODO OD DODD OO 000 DOODDOODO 000 00 0 oHODTO TODOO DDHD DO DHo ME DOD DTD DDDDDD DOTOTHD AH DDOD DDODDDDO ODOM DDD OODDDDDDD 000000 00 DDT HEED 00000 ED0066014 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J h' z �w C)LnLn Q�Q) �o oW uJQ��X ___j 12 a� w�u Jo�,o _ _ _ _ _ I' II _