Loading...
Item 7C - Applicant PresentationSouthlake, TX Schelling Property Schelling Property Site 10.85 ac. •12,800 - 21,000 s.f. lots •1 ¼ acre lot •3 acre lot •Oak Pointe Open Space Lot •24,000 – 26,000 s.f. lots •80,000 s.f. lots •18,000 + s.f. lots Walnut Grove Elementary School Schelling Property Development Plan PROTECTED TREES PROTECTED TREE PROTECTED TREE PRO4�— I.. EES \ Tree# Tree# Tree x Tree# 29p1 12'LWE OAK 2932 V.s•dVE OAK un I6.SPOS— 9001T OAlt2933 l6'LNEON( mm m'wsTOAKSTDPA29a3 12•LWEOV( 2934 1S LNF OPK 29. SrOAK Ia La�E OAK — I,-- — 13.6"POarONt 4oa9TOPA19•LWEOAK 2936 lb.s•IIVE OAK -I 14"P OAK gaa3T OAT(T OPK290) 11'1WEOAK 2- L4.TLIVEOPA 2 Is•POST OAK Q23OM _____14'LWEOAK 2939 rLW— 2989 15•PpSTOAK qpNDPR29a9 14.5-LWE OAK 2W la•WEO)x 2985 IS•—OAKOM IrLIVEOAK 2991 211"LNE OAK 29m 12.1Poar OAK qpm Ip CEDP0. \ 1 I6'LWEOPK 2942 La.s'L1V M ua) 9•POST OAz .21 IT o:dAa �� 37,634 S.F. 21' 2993 1a6'LWE OAK 39BB 23'WSTOAK -a Ir(EDPA \ \\ l6"IWE OPT( 2999 23'P36r OAK l2"CEpW ` 299a IT POST OAK `1100 \\ % 2913 IT LIVE OAK 29a6 ad 16"POsr 3991 ISSPO6TOAK 9031 l2"EEDAR • 2993 IT POST DAK \ (\/ � --- �I/ 291I t].s'LWEOAK x910 #d 30'POST 2993 ).B•P(STOPK 4p33 l2"CEDAR \\\ \ -_ mMmmI2B1 1192''—LNE—OPK 2m959 3'RD)OAK mmx39 16W lr W uu zr u OA uW r \\v \\\ - 1r CA � _ � / fl it»ai+zv.E o \ ;19N— M3 s'-O 01 -11 DETENTION 32 s r AREA 16,656 S.F. uu w•uvE ouL uss sRAnaK mu Rs^eorraxwooD 4o3a la eEOAa 1r 11 -Ak- 2923 ll'LWE011! 2%) 3S PKAN 3a24 RS"EOnaxwaaD 9a39 IT— T -2924 19.3'LNEOAK 2969 IaPOSTON( 3F23 40.SCOTTOxw00D 4peD ITCEDM 29m 19'LNE OPK 29m IWKSTOPIt Jam m.$•PEEAN 9091 IT4 Mm 19•uvE ON( ]t 21•POST OAK mm 120.ED OAK 9Dr2 Ia CEDAR \lG \� I I / • / / % •\ -1 14.S LWEOAK — Ia wsr oAK m36 Ir rEDPA b13 IT CEWR I I 25,041 S.F. j 25,063 S.F.�13 5ua I3.SLWEOAK m]3 t).5•PoST OAK 3a3] 1a'REDOAK 4aM TCEDARI ?M)9 IYPOsrOAK 3IX18 1a'REWPK b46 Ia CEWR 2 I I 1 1a— 9096 la CEaM IB.S•P040PJt45,5165.F. }\ o= PROTECTED TREES TREE TO BE ALTERED BORDERLINE TREE \ ,,, %�_ i ! ' // 35,407 S.F. �.' '\ D.S.. 2:, rreer rree# sd9BSPd1es rreex ecks / % P, `1 \,53,9175 — 90e8 IT— m5a POAK 2960 Lr Ouc // 4099 is CEDAR 2931 22•FOSr OAK z962 IrAED OAK \ 2 1a RED aK 2991 Is'Po6TOAK �\Y�i 9050 Ib CEDAR 2.961 1Y RED ON( 996 lb•PoST OAK 4D31 Ia CEDAR 2969 IYRED WIt 2996 23'POST OAIt 11 `� 4052 Ia CEDAR 2939 ]r RED OAT( 299) la'PoSr OAK \y— 4053 IT— -1 12"RED OAK 2990 l3•POST I /7 I 296J 2a LIVE OPA __ I j I _ floss 11 P03TOAI( 2- TPos- 4am IS Posr oAK -' I j 1 - 37, S. W56 33.5'PoTOAK 2965 Sa POST OAK xls9 w 29Eb DOABLE3a COTrOMVOOD 9aCe 10.6•PO6T OPY I 1 I xWA -'9d ENTRY I °D e ' D 9a j >o=I Son zr rosroAK 2968 sPCfIN mm Ir®AI, MONUMENTATIO 4as9 m•Pcsr oAx 3000 14.s PasTaK wiz w•awR �� »x_ � ,' '��_� _ I _ 49Bo w•PosroPA 3aol larwsTaK m 44, / _ m _ I 4asl s M•PoSroAKS =I I lV am I _ o _ 10�W _ 1 � 0 40,3 8S.F. % �• "_ +oy�, I ml1 4' DM 9a6J 1• .33 14"QDAR 1 m32 r RED OAK Total Less ]8]6 F. Trees Net Trees 7,i°76 1 _-"-j w•CEDAR , 5. 1 1 I 9ob4 1ra6o aK m3s e•c DAR TfEES Trees R.O.W. of R.O.W. % .. I , 4ao9 �—vPosrw9c '----I I a4s,= � I .1. r rosroAz Protected Trees 0 140 - 140 77.35 y -� _ 1 - ___ I I 9012 ' B - --___ - �" 5#;191 S.F. �=s° 1 12 6.63 Q IT E OAK Borderline Trees O 12 \4D,4 36.5'A CAII EIN \ m s zL^..Da Nam Trees to be Altered 33 4 29 16.02 ,o ro=i w flow lo c DPA Q17IT rtwR 185 4 161 100.00 .I. \ \\ ) flow IT— Applicant: 40L9 — am a— Schelling Martin W ,a21 IDPR Tree Canopy Coverage 2665 N White Cpl.Blvd. 4ozz IT anAn \ \\ Southlake,Tx.76092 Total site area 472,462 s.f. Total existing canopy -104,660 s.f.-->22.15% Engineer: Preserved tree canopy Redinger Group,LLC Protected tree canopy(green) =75,168 s.f.-> 71.82% P.O.Bon 93206 Borderline Trees(yellow) z 6,449 s.f.--> 6.16% Southlake,Tezas 76092 Trees to be altered(red) =23,043 s.f.-> 22.02% 817-253-5727 =104,660 s.f.-->100.00% Attn:Clayton Redinger,P.E. Planner: SAGE GROUP,INC. Master Planning Urban Design A,111,dure © O O O Landscape ArchltedIae llm H.Ca�mll Ave.,-2. SOWIMre,Tux)fi092 91)-024m26 os FEB 25 1"=soy Case ZA25-0002 0 50• 100, 200' Tree Conservation Plan Sehelling Property � J Southlake,Tarrant County,Texas •L��-,nl i `\ //J_l r'�l fuYj� ;. J i \I i 1 lam/ +< \\ \ \ l0�„ i 1 1� ��r',(`. { �/ LEGEND 1 4 a, e'•\tlt t .° ( 1 i \ C \ , / i ( �\"\ )4J1 AME ♦I�1 DRAINAGE AREA LABEL Bl 92 •(r�l i�"vI�_i' .i�, f. / xg FLOW ARROW(POST-PROJECT) 0.7 3 l 1 f J l\ 1� Z� I / 1 0.4 1 1 ILA l ) DRAINAGE DIVIDE =\ �� (/' ; _ 11' \ j°.yti r �l., , _ ? EXISTING CONTOUR MINOR -�� ��� _V i I�1 t f J `T /✓+ ;� `a,1 A x - APAL AP,- EXISTING CONTOUR MAJOR kSITE 3 DESIGN POINT 0 50 loo z�ly•�.��``�il=�'�, ( I °.y \1 t' f1�1 1 /'L i 4RONPAIH 7/ j g .L!-. IN FEET) .ds �J -- IP�m 11f % ` ^ // I11\ \�\1 �i d 1INCH= TOO FT ��". \ \ 1 VICINITY MAP i --- _ - i l�." `.�i t lvvlA scALE:1' 2000' p�s lob /`-A, -~.�, `�L x' _-/�II�. _ =/_=_'. ll�lll\',"i\�( i ^, �, $E Ina _ _gyp \ Al !� A2 f l J\J✓1 ��-�i _-,r =`_ :;, q `\�.\ `. k' =-i 81 �\ts a llt�ll Ilr - ''f- Ii�,l'=° 1iii)ii;ii,1i�> �4N kit lti s l�k uu Irrlon ul l ) p - (i�`�\.l i t � i i ' I r,e 1' : i �`! 1p�I 91111, ti•',""mot�\I �!/.r///i�``;\ jir%�� I., r/fil/ �yjr II/ � / A-•�I' ���\,;; ,�, i<If , t l ^� !V 'I,i�.l��,�, s-.w�..V ,I/,:,�';I It`V_�/ �;`;,I�J;,/ ,,,{�r 1111V1 III ! 1 , J l \v II IIIR r_ °s f ,/ e rV .'Av/J; /I,If n,r,l//AA(\tf I t l III 1 r�z r JI -/Iltl w v 01 ° I' �ii '.h���.��, I( o/t j�.�i,ea//!tr 1/c Jiil/i�f/ii /i,IrjiiIl l! , �� l���fll 1`�v'L /_..�wPATHI ,i//ij j"�/i�/rlli llh(I fo �t �-T •h—__` /-/i�G�,/ l�'/�/ 1 �ii re> g ��' /,.�� I�%///if4//rl/ii�t); I T / '%/r//I fn ...I�:•/'./ ✓li I/�// ////I 1 J1/l/ / %1////-III i\ W Q � / rV 03 J i Q 1 2 r rf uv ,�li zs 3o r Ji, I ( C U >!I) I l l r 1 a•, FLowvATH i t�h uT\l<o`. ( / r /y4/// / J J t L f l + YIII )1 Yt jr�� = 1\ \.�I..''asi J/ri%�"�\tlrfir f�l /llf II II t r 11//ri//// � O Illlltl rill�il/i�1 /l/!l�//I/J//Ir J ram/ f' J J V) f�/rlGlillii i'r1/1 I/ /ir/ /J'�i f)i rl ry r; �l f!' J X 04 i t/ y W '11v� _i.� . / � lu/!rJ/ilul/IIII�/In11t(.III 1" /i-_=� ,;'' /.•Ir V�/Tin i/1/r J/I/r (l l r� r � , r/J/�oj/rii��fill,l/IIi;�) l/ c�\1�I i€,I/.,`ri r/>, /n///'e,JJ/x///le/// I`b Ju�.4�I 1 i�tl : 1 �•/ � _ f 11/1, \/11 _�ylkef I___' 11 I�1 1// �' 11r / // / If/li//l� i /I I I /' JI\ + f I / I. BENCHMARKS: W Tel /If r\��==` 111(l--'_,.�I III I ` f ' W//llrj Ir// "//J%I III// I) r i/ / J l` ` `\l-'"` yf/ t� J /J /If lle II/J / // l I/'r J�_I 11 / /!' / / l RATIONAL METHOD RUNOFF CALCNLATgNE NUNSINN) { I\��'=� 'J rll 1,e \1 / �I i / / /f//)lrll11/j 1 11/ 1� 11l I AREA Na AR -G.-NTON•C'VAWEI MIN IR IN NR QR CFS I101N R OIO CRi I1W IN NR Ol00 CF5 0 I t QZ �,II J J c',SEIE f// f r / 1 /J/I�1/l/ //! �� J l(J / f \ S \ 1. FINAL CALCULATIONS TO DE PRONGED INiH FINAL /1 j 11 1 ly /y { / Ilr f(( ( I / / l 'rl \ l `, 9.] 0)B qT 71 ENGINEERING PLANS v-xu -/ J (/ f;I/ I tr\ L + J ;l l `\ 2. CRITERIA BASED ON CITY Cl FORT WORTH ISWM CRITERIA /7.4 27 f�~ l Ill`/ " J �/`� /r//�/i 1 //�l J I1 I�l J{/ )T/ t } If /< t } Y\ l 1 MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. v xxx 0. �`-___r I M1 j� / //�l / 11 / // ' l 1/IJ J J /'/ f j 03 .1+ OSI 18 1] a90 ]AO Iei ! Al DFV 0]0 15 19 5.1E BA] (LATEST EDITION) �n✓ j 1/'f//J l/�111/ f!/l I I// r It( r' J^/J rJ f j I nl AE 1.0 uNDEv O.JO 15 3 5.]a .2 3. FINAL ENGINEERING RENEW AND COORDINATION MAY / RESULT IN MINOR ADJUSTMENTS TO THIS PLAN M /I I /(jr ( I /r"il/J {'l y of 1'//�/ f 1il 'f( z� w li'1 //l �J I/ / f I'/ r'" f d DP-C 921 -E'__J1 //I Ili/ %/1/ r' 3 NWN ITECIAPEL FLOWPATH �` ..I` ///P EN. 1W'I-OS G S FXNTIN r . TAREANT SHEET N�- —CW E mAh PIPE O i a I!' 11• A L` �III,I�I �--�� 'lI lw i(Il�r'ti%i// BASIN ID � w - Ihl SORE(R/hl NINGS.VELffp TIM s)TNIEIIr) EI-)LE G1Hh 5 PE 1111 FACE VEL 1 s T PE LA MA NIN—D PE WR) M4 VEL f z TI o z IIMIi' 1 /!tr hJ a rl Il 1J 1 �tl II/Il� \r-�I1If l�1����� D1 0.1 0.11 0m le. 0.D .., _ - .7A "A Al �a tl °' \�ter/ d�l� �`V1ttw k /'I' •.d"' V��/_ I FAea = rvr��A` 11 Do1D 111.III-Al D.z< o.D9 0.. 113 FAR11 - - 183 O.UCI3 iL 1. 1 - - - - - 9s 1L 9 ,�.a D By DSM 1s ou D. Oae Dd DA9 oz] 1]J n /)v ReAI <e Br.c R Prolect 1047 m -01 �• 11 1 —�__.._ _e \ fi;"//I1f rI I{I, n `, J,1(t i na 0.1 0.02, 1-11PAHA 1. D.a 0.. 0A _ -',.-n IMI�- II.,II,../dkI'l1:"c==--•,� .12 i SHEET � CITY CASE NO. ZA25-0002 1. AN CALCULATIONS TO BE FRONDED WIM RATIONAL METHOD RUNOW CALCULATIONS(PROPOSED)FINAL ENGINEERING PLANS AREA N0.AREA AC DESCRIP310N'C'V-11 T MIN la 0.OR CPS 11 R 010 CPS II R DIED CES LEGEND 01 IS CO,Im l0 d.00 31 OAe9N O �91571 2. LRITERIA BASED ON CITY OF FORT WVRTH ISM CRITERIA MANUAL FOR 02 7l E- I_ 00 3A0 dA0 la 5.90 b AM IXtpINAGE AREA LABEL SITE DEMELCNIENT AND CONSTRUCTION.(LATEST EDITION) 3. AN&ENGINEERING REVIEW AND COORDINATON MAY RESULT IN MINOR 0.9 OPEN SPACE 0.3d IS 330 1 5.34 3 BM 3 AOMSMENTS TO THIS PLAN 2 ]l S- 052 5 330 7 5.3d R03 S Al ROW PRROW(POST-PROJECT) All J.9 EN SPACE 0.s1 IS 330 0 5.Jd o 892 IS A 03 OPPNSPACP 0.Jd IS J30 0 S.11 0 503 I IX1gINAGE DINOE A0.1 W OPEN SPACE 0.3d IS ISE 0 S.3d I Btl3 A22 11 Sf-1+ OSl IS 330 1 SSd J Bdt I --551-- EfOSONG CONTOUR MINOR w SITE 33A OSa b 1. 50 SRO 11 5. 1IS ExISTNG CONTOUR MAJOR 19 OSl d]0 J3 90 ZO i Q CESIGN POINT 0 20 40 80 \ \ zda MOIiD aeI u zss E. do SENow I ootE Modified Rational Required Detention Storage Design(iSWM) I J N FEET) RRR-Nti_r R3fF C DNIRn IMRIgn POIM: Storm Ill I INCH= 40FT Arm,p 32.1 x� t1 Syr 16yr 2Syr 56yr t00N I� \ NCINITY MAP o gg \ 7- TI mIn InM ty 2.35 3.60 4.12 4.87 5.45 Us INhr I \ SCALE:1'=2000' p \\ Cr 0.59 ache Qr /1.5 83.6 T1.B 88.0 96.2 1D]S ds I Cfi2#_IF3,6Vy /\ ♦ ArpnP= 33.3 Qwr /1S B3.6 71S 8a0 116.2 RAS ck / Ttr.i 27 min V,.a 0.182 0125 0.256 0.323 0.336 0381 aPR I \ --_ -_-__-L Z a C•„P= 0.56 V„1=],W1 9Atl 11,173 14,013 MAN 16,607 a' OR £ pv.ix1W' 0.81 0.69 0.96 O.Bt tA0 1.W 4 ---- - ___ \ -l- / /I \\ \ \ �\ IL weR slaucluE W k _ _ 7 \ \ \ oE1FA4TION AREA '\ 0 ] Wd U) \ \ R� ` \\ / I I I I I \ 1 J / / I r /�_✓ /// / // __ Q I 1 I r Z r: l \ : < / \ ` \ \ //`�\ \ I Q\ \ I \ X LU � / /} D$U I- •♦ , I 3 I I I I I `\ i I '� r `.3.7 13 -� / / /\ / `�1 \ \ \ HEADWALL T Z t= QY \ \ ♦ I I I 1 II \ I N \ `\\\ l / it \// / -- `�\^ \T\\''-__ _\ 9 \ �`. ♦ I i \�\ ;,-a:ARE�i 40 -`sJORS, \\ N A1.4 D N !\ \ \ rr / IIill\ Z_ \ , 0.2 1 Ir.AowAli\\ / u• T f�:a` -:'�/ r i/i.� I\\\�\\ \\ \ `\ \� ! ory \I sd tlSp •-�� LU a 01 ---- low �B a4 . -- I v - , \\ \ \\�\\y\l\,\ \ \ rr\\ 9.3 71 . I p I\ la all,_/ r i\ j.+i!'"'S'T\T tt"!'l"'�\ \ W STORMS \\\ \\\ ,g I` A1.3 ��` BENCHMARKS: JUNC Box \ \ C\} \ I \ `\\\ \\\f\\ \ \ \ \ I I Box \\ \i \�\�� - \IN 1 3.9 18 1 ���______ \\\\\\ I\\i\ _ � � v l � � � Ilii..�vvAvvvvvvAvvvl�llT I TYPE Y A2.2 ( 1 11 I III I I I I I 1 INI£T / /✓ // , `1.1 4 III r 111 III I I I 1 / I I >" uq -'�R-L�y��, �'�_� nnI I/IA I I I I I I l l I a g E N i ii iiii/I 03 --t- 7.9 J9 _ trr /-l�IL///il �LLi a Sri - -- �'�---�� -o I / 11 lI l ( I I D ➢ �@ o 02 iI ■■r .,\ \ � �c--#--\ r �\ i�i�liiiiliiii I I I I i 7.4 27 I I 11■ f\ I \ \\ / \\\1 I I/I 1 I l\I\I // Drawn BN DSM RONe BY c \ \ I Pr9j-10dT-01 SHEET CITY CASE NO. ZA25-0002 2 NOTES: LEGEND 1. ALL KNER PIPE SHALL BE SDR-35 PVC. 2. ALL WATER PIPE SHALL BE STIR-18 C-900. PROP.8'WADER LINE L 3. ALL CONSTRUCTION SHALL BE IN CONFCRNANCE WITH THE CITY PROP.FIRE HYDRANT OF SWTHLAKE STANDARDS FOR PUBUC WORKS CONSTRUCTION. 0. ALL SEWER SERWCES ARE PRIVATE. • PROP.SEWER MANHOLE S. ALL WATER SERMCES ARE PRIVATE FROM THE BUILDING TO THE PROP.B'SEWER LINE METER ARD PUBLIC FROLI THE METER TO THE WATER MAIN, 6. ALL WATERUNE SHAH HAVE A MINIMUM 2'VERTICAL CLEARANCE ----- PROP.CULVERT FRDII DRAINAGE STRUCTURES AND SEWER SERWCES. a A J. THE LOCATION OF EXISTING WATER AND SANITARY SEWER —+— EXIST.WATER MUM 2 'SO SITE UTIUTIES ARE APPROXIMATE.FINAL ENGINEERING RENEW AND S8 COORDINATION MAY RESULT IN SOME MINOR ADJUSTMENTS TO EXIST.SEWER MAIN THIS PLAN. 0 25 SO IN S. ALL WATERUNE SHAH BE INSTALLED WITH A MINIMUM COVER OF 4'UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE s CITY ENDINEER. (IN FEET) N 9. ME HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT � LEAST 3'BEHIND BACK OF CURB. ¢ 10. 1 INCH� SOFT PRIVATE SANITARY SEVER SERWCES NEED A PLUMBING PERMIT VICINITY MAP [1 AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO SCALE:1'=2000' BURIAL. £9'� (� it ; ` �8rg o s }B LOT i m. \,. \ 1 31,3a SF III \t \'' ass— d w u) a- Qa < x v _ _ --- ---__---- - _ _ �� v � NIL L--__---- --- -- ---- ---- — F w _ --------- --- —�---- , wsraw I _ � Z 05-2 I < T_ s3,9tJ sF 20'SEWER z I— I z D # I INSTALL: I LOT 4 / / \ \ /� _ Lo 0 518 25.00 LT3 5G 25,083 SF / 31 LOT SF / / / J CO LOT 2 \ 58, SF N NSTALL I � � � a \\ / LOTS / 35,90J SF / \ 10'unuw \ INSTALL Fi1MMENT SSMN — / INSTALL- _ / / SSMH / NSTALL: y/� INSTALL: / / 30'ACCESS. I u DR IN SE GE h E WER MARKS. tile / III812 TO'UTILITY \ �.. INSTALL: 3JLo05�SF ` - SSNN _ CONNECT TO i INSTALL: III EA9ENENT \ )I I ' xxx g EX 12'WADER \ ME HYDRANT 1 FIRE HYDRANT I \ III I \ aa,�ae SP \ \\ III OT 60L35895F J,BJB SF � EXSTING - � _ III I LOT 8 I I I z FIRE HYDRANT \ I s4,191 SF lw fog I Y ReMe BY.CTR •` a I� �/ m I \\ \\ � _ Projec[:101J-01 SHEET CITY CASE NO. ZA25-0002 3 Schelling Property Development Plan FENCE/WALL DIAGRAM I � IS • � I rlF \ \ pEIF1RIW rI FYR�IBFO( __ I II I s-f I -- ___ -- !---- __ z5555 r� I <<a 1 25,0415.F, 23,06.35,F. Ic- Z 1 Ig ! 31,2155.E ' — -- \ 95,S1fi S.F, Ix ---------- 53,917s.F \ 10 r 1 ENTRY os.1\\ '' 40.358 sF, \``11 --._-____ _ MONUMENTATION �s�.. \ r I I I'--`" - --- __ 1 59,191 S.F. \ \ \ \ NO LLSNPH IAEIi \ Fence Legend 6' Iron Fence 6' Wood Fence 6' Retain Existing Iron Fence 6' Wood Fence or 6' Iron Fence with optional wood slats for privacy