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Item 6D - PlansF y.;- I �iilymll` 11 BLA SOLI 6' EIF5 BRICK AT BLACK CONCRE1 EQUIVA. 10'1' pL SOLDIER COUI;a 6' E11=5 TRIM NAVE WHITE SW 6126 BRICK WAINSCOTTIN AT WATER TABL NOTE: CONTRACTOR TO COORDINATE ALL raUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR - LOW PROFILE ATTIC VENTS OR FQUIVALENT BLACK CONCRETE TILE OR1- EQUIVALENT, - r_ _I BLACK CONCRETE TILE OR EQUIVALENT, ®5:12 1YY' PLATE 121' FLA '- 121' PLATE LET PLATE ::: 107PLATE _ SOLDIER COURSE SOLDIER COURSE _- '� - - -_ 6' E1PS TRIM NAVAJO ® W1 {ITE SW 6126 �r = _ _ ❑ _ - ® 6' EIFS TRIM NAVAJO - U N•41TE SW b I26 BRICK WAINSCOTTING = _ RICK WAINSCOTTING% AT WATER TABLE 1 ' _ — -_---- AT WATER TABLE ;' r P- ELECTRICAL PANEL LOCATION WHITE BRI X A c 1 EAST ELEVATION I� a' TTP. v8' = r0' I, 1 I A ATTIr 'l IT imil-I. f•7Ei VswV Dir l6.i� wNll+4oc..v1 Illxs ItClf'I, f�WVAJV WHITE SW 6126 AT WATER TABLE WHITE su, 6126 U NORTH _ELEVATION TRIM, NAVAJO WHITE Sul 6126 =1 ASV -des-T YII C �c AT WATER TABLE LOW PROFILE ATTIC VENTS OR „.... _ _ TRIM, NAVAJO WHITE SW 6126 NOTE: CONTR,4CTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR BLACK CDNGR1=71= TILE OR EQUIVALENT, 65;12 - i ' ' PLATE 12'1' PLATE ?sel'PLATE 10'1' PLATE SOLDIER COURSE -:` _ - - - - -- _ _ - -_ - -- - SOLDIER COURSE 6' EIFS TRIM NAVAJO T - - 6' EIFS TRIM NAVAJO WHITE SW bY26 n WHITE 5W 6126 BRICK WAINSCOTTING-- RIGC WAIN5GOTTINCs AT WATER TABLE - -7 � -- - _ AT WATER TABLE PF. ---- - - s �--r - --- -FF. d' TMp' WHITE BRICK ®G WHITE BRICK a' t WEST ELEVATION) 0 ,/''_ '0' USOUTH ELEVATION 1/8' = I'O' 9 ETE TILE OR 5.12 ME ER COURSE 3 TRIM NAVAJO SW 026 WAIN5COTTING rER TABLE ETE TILE OR ';12 ATE ER COURSE 5 TRIM NAVAJO SW 6126 UJAINSCOTTINrs rER TABLE 101 Q OFFICE 5ULDING #3 GASH NUMBER ZA21--0033 Eel ^r-CC " � L 0 0 0 U U � H H Fx 0 L9 Z w 3 r 3 Q lh Il] w 2 9 J to M f�+ h wmOD Lu U m U MILx mLL aw Sheet No, A =03,1 Project No. n011CON Date 04/06/21 Drawn Ey 1"IJW Checked By MJUJ RevWonb LOW PROr-ILE ATTIC VENTS OR EQU DARC GRAT CONCRETE TILE OR EQUIVALENT, a5 12 J' 1316, PLATE SOLDIER COURSE 6' r:IF5 TRIM NAVAJO,--' WHITE SW 6126 5RICK WAIN5COTTW3 _'17iE` AT WATER TABLE - - FF. f' TYP. ELECTRICAL PANEL LC PARK SOLI 6' EIFS I BRICK AT r M.,paalum�bkh NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOUIJNSYOUTS WITH SUBCONTRACTOR, DARK GRAY CONCRETE TILE OR EQUIVALENT, 495:12 ir fir 4 }2'1' PLATE 10'1' PLATE SOLDIER COURSE EIF5 FTRIM NAVAJO _ _ ® WHITE 5W 6126 BR{GC WAINSGQTT{NCs - - AT WATER TABLE Tyr. -0 EAST E FVdTf�hl - 118'=1'0' a- r iA Arrrr ..rur WI I1TE 5111 6126 AT WATER TABLE WI IITE 5W 6126 ul tL=ya I t&M 1/8' -1'0' on ,}ETE TILE 5:12 CGAJRS>_ RIM NAVAJO 6126 UN3COTTING :TABLE 1`1 ntlli�FR!►l�3■=1�r�Ir TwFA=ri'. .AIiNAI�'liN1IAI[A weiv. 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IF! 1�, Ali1111II►HIHIFIiIIIFIIFIIIIIiilliHIIIFN1111i1i II[IIEIilla. _ ` r - y11 I . i1111II FII[II[IlillllliilllllFllillirllFllFll[Illlliillil IIIE.1.i ■ - r - ��:-Y� 1a:y ' ;_'C�_M- ..■ �SCL�: �"^^i9� ■■■■ '� II -� .. � � !i Sf 7 � __may_ e_e�YI:9����'_C$ -A�. 3f6C""�� .■�. �� !i' '� Err ME -Mir ------- ---L_�_ __ t-3 ■.■ _ - SOLDIER COUR55 �� �• __�... Q ��=3'CSJ ^ IMMFWA __ _ MEN zr_r_r - - — ------- NNE_-___ '�_-_ ��� �� -s_� • ____- s%�� � MEN -- P - - _■_�_�� -� r �= - _ __ _ _ _—___ Ism - 003- - �e3 6�r ;ar-aer�=- rr,== =-ter w � - A �. NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOLUNSPOUTS UYTH LOW PROFILE ATTIC VENTS OR EQUIVALE NT 5UBCONTRACTOR. PARKGRAY CONGRETI= TILE � L OR EQUIVALENT. *5:12 13'Fa _ PLATS 2't' PLATE - 2'1' PLATE 10'}' PLATE -- = 1Q'!' PLATE SOLDIER CQUR5E _T�7 SOLDIER COURSE 6' EIFS TRIM NAVAJO FS TRIM NAVAJO UINITE SW 6126 WHITE SW 6126 BRICK WA[N5COTTINCs - __ 1 -- - M RICK WAINSCOTTING AT WATER TABLE 77. AT WATER TABLE 4' TrF LICsiIT GRAY 19RIChC ®f LIGHT DRAT BRICK T- WESTWEST ELEVATION Q OFFICE 5ULDING it3 GASH NUMBER ZA21--4a4a33 ti 0 sip'9n * S14 m U u n z h � � � � 3 a � 3 w 3 01 i In fir} � � N j N N 0 r`• n cum In 0OD H a M U M E K LL m a J z iri W Q [-1 0 in Sheet No, A =03,1 Project No. n011GON Date 04621 /21 Drawn E�j M UJ Checked N MA Revisions SOL1 6' EIFS t BRICK AT BLAi SOLI 6' E IDS I BRiGIC AT B1 SOLDIER COURSE 6' EIFS TRM NAVAJO WHITE SW 6126 BRICK WAINSCOTT1NCs` AT WATER TABLE 61 NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWN5POUT5 WITH SUBCONTRACTOR- `,TE kTE SOLDIER COURSE 6' EIF5 TRIM NAVAJO WHITE SW 6126 RIGC WAINSCOTTING AT WATER TABLE --r-F. d' rrP. WHITE 0 NORTH ELEVATION 118' = Po' MEN Insm mmm-- LOW PROFILE ATTIC VENTS l ltlT nsui 12ral AT WATER TABLE TRIM, NAVAJO iLd W} IITE 5uJ 612b WHITE SW 6126 � ST YATI 118"=1'0' I r ii r+a ri C Ar lr �iyA 1 nlll ppmntil C AtTlr, �'�TS 1 R11-1, EVfiYMJV NI WM IQi I-OLz 11C11-1, NV YMd WHITE SW 6I26 WHITE SW 612b E,46T_ELEVATION U3 1181=1:o, NOTE: CONTRACTOR TO COORDINATE ALL GLITTERS AND DOLWN5FOUT5 WITH SUBCONTRACTOR. BLACK CONCRETE TILE OR EQUIVALENT. ■5:12 SOLDIER COURSE' 6' EIPS TRIM NAVAJOF WHITE '.rill 6126.E BRICK WAINSCOTTING - AT WATER TABLE_ pROFLE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR EQUIVALENT. 65:12 SQUTH ELEYATI4N ,SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE % 6126 BRICK WAINSCOTTING AT WATER TABLE `. GOI.iRSE TRIM NAVAJO W 6126 AINSGOTTING R TABLE TILE OR COURSE RIM NAVAJO b S26 IINSCOTTING :TABLE le: rel OFFICE 5ULDING #5 WY�1�+►L] p�m Q ;LL Su u 2 fli al z w X z w °u Z3 � o r 0 U V i eet No. 03,1 GASH NUMBER ZA21--0033 Project No. 11BO23CON Date 924/01 /21 Drawn By M UJ _ avd�ed Ey MiLy RevIslons SOLDIER COURSE -�- 6' EIFS TRIM NAVAJO- WHITE SW 6126 9 I 5RiCK WAINSCOTTftgG AT WATER TABLE FF. DARK SOLI 6' E1PS i BRICK AT DARK a SOLDER G011RB)=� 6' EIFS TRIM NAV4JD WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE , g NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR- ATE aTE �-SOLPIER COURSE �6' EIFS TRIM NAVAJO WHITE SW 6126 �BRIGC WAINSGOTTfhlG . AT WATER TABLE -r-r-. ------------- s TTP. LIGHT GRAY aRICC a' Trr7. 0 1/8,_11 '0l SEE M = sUm No mom No M 111111 aMINE --- ■a■ ■n■ ■�� - _an =�Y=z� =i= Mw_______ EEEg Limon LOW F'ROFILE ATTIC VENTS SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTIW3 k AT WATER TABLE =F. -- - - - - - - -- - t Ik d' TY LIGHT GRAY BRICK EIF ACCENT 9r BRICK WAINSCOTTING er EIFS ACCENT LIGHT GRAY BRICK 4' TRIM, NAVAJO WHIT)= SuJ 6126 AT IUATER TABLE TRIM, NAVAJO WHITE 9W 6126 O ST VATI 118' =1'o' ---------------oom ME ME __ _--- ---_-- -_---�-- �_ _ _ — cirT- _r- .�■ = wZ:� _-r':' .� ■■ - — ■©. = «.Y ■�■ mom NONE �lrruno __ _ __ __ _SEA esui == arch OONE C[ E'� _� a e—_ _ t� w : ■ ■®: --- ME ! �} 1� 1� mom mom �� _ ■�■=� ■©■ INOUE ■� ■®. 9N 9 R � ■■ —L—�-- — —�_ �--- - ------ S_ �:iit'�: �Y :� =� r PEI LE on _ i Hill laaP H C ATTIP' ,i wTLA I Pill FPSNIS:11 $ dttlP' �/6NtR ;Zp-I, f V~J ri u,r•I— Ir>va�� 1r%;d-1,I VM. WHITE SW 6126 WHITE SW 6t26 E T ELEVATION U=3 V8'=ro' NOTE- CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR. DARIK GRAY CONCRETE TILE OR EQUIVALENT, +5.12 r SOLDIER COURSE • Co' EIM TRIM NAVAJOI WHITE 5W 6126 eMCC WAINBCOTTING AT WATER TABLE FF. r-� U,f,"T GRAY BRICK PROFILE ATTIC VENTS OR EQUIVALENT 11fR}A� R AMAIAI f�l fRIRfR A1AfA1AI�lAI�r-�';1� �AjRj�i - - f 1 ! fAIAfA A RfRIA10111 A1Rl� - 1 lRfA1RlR � AfAlAiAIAIAfAfK! � � - w f�l l��rlA RtIAfA►A��IRfIR�1 � 1�#�, a 1q � RrAiArRfR � IRr+UM� � �fA��t�f�rH�iN�a�IR.N�l�w tRfAfA�RlA1Af�fA �14 #fA1RfAfit 0-41 IORI 'A!■fAf �r f111rlMx �� AIAfRIRj !RlRIA R�fR'����..`,,}Rr��iRf�rrN_RiRtA#Rr �fRfAfAlR1Ai RfA �R RrRfRf�r A1RrA A IA1RfA1�iRIA1a+i!r,l�fA1RlR#RI AIArRfR R}RIRiR AaArA.�/rat irArrrillrAlAeArlr! ■■rAtAaAIAIArAJr*ier�'•filAaillrAlAlirrrA IfirllAaiArArA Ill •, - MOM— w ON6' EIFS TRIM NAVAJO ITE SW 6126 ------------ BRICK WAjNSC'VMNG an R :}BETE TILE 5:12 COURSE RIM NAVAJO c, 126 IINSCOTTING !TABLE 19: 4 OFFICE IBUILDING #5 _U ly ��i��`m�'e11�� w,ck ;�T mlu ZZL10 W��� lrl O - a m 1 z Q > CD w X � =3 w o d d z � 0 r 6 z u �a a u a rn rn F- IX 3 7 0 m 2 2 d 0 �0 U U x z a E a � � z ❑ In co LO � 7 In 0 U] a� Ob -a 19 ❑ (V N 0 m r< n to CO M L t U � lJ � U N L x a LL Sheet No, GASH NUMBER ZA21`04a33 Projsct No. 19023CON .: •. ll�STr� SOLDIER 6' EIFS TRIM WHITE BR CK WAIN AT WATT SOLDIER 6' Eire TRIM WHITE BRICK WAIN° AT WATE 151 60LDIER COLIRSE� 6' EfF5 TRIM NA=A� WHITE Sw 6126 "? ko BRICK WAINSCOTTING AT WATER TABLE , SOLDIER C01lRSE �6' EIFS TRIM NAVAJO WHITE Sw 612(a ,BRICK WAINSCOTTING AT WATER TABLE ¢' T�1" T WHITE BRICK a TTM: EAST ELEVAT[QN 0 NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUT$ WITH SUBCONTRACTOR. HARDIE= BOARD 7' Y]1A AMr' \/; Mr UA-A F^ IiLL l= GI41 r tl& vpp MUZZ Elsom MEMEN IBM mom EON TRli'1 TE SW 6126 NAVAJO AT WATER TABLE t c I i+..r.+ w W56 wH1 HITE W 612TN Y TI I K11'1, MA VAJ V AI WN 1 CiC AGLC WHITE sw J&126 I18' =1'fA' LOW PROFILE ATTIC VENTS DF2 FOUIVALENT r BLAGiC CONCRETE TILE ORI' EQUIVALENT, i*:d2 12 13'6'_PLATE 2'1 _PLATE � I0'1' PLATE mom moo moll moslm ---■ �• NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBGONTRACTOR. 13_b' PLATE 12`1 _ PLATE 10'1' PLATE - = 5OL171ER COtHRSE - _ 7-7 ® 6' EIFS TF2[h'1 NAYAJO WHITE 5W 6126 kn RICK WAIN5COTTING AT WATER TABLE - FF. V T' p- WEST ELEVATI(9 DN I18' = I'm' :01 COURSE 1 0NSCOTTING TABLE :TE TILE OR ,12 4TE )IER COURSE =S TRIM NAVAJO EW 6I2Ca WAINSCIOTTING iTER TA5L.E Lei a V OFFICE BUILDING #I GASH NUMBER ZA21--4a4a33 ��QFwrI��W� kLl ga ZO �§ W91p, p-F ql 2 U: IL P2 al t' l7 > d7 � W X z w o d � � o H lei C%4 ..on VJ U N � � 0 0 [4 u u n � w a � Q � 3 w 3 Q U7 Ci7 7 IA L. Ld co 0 J 0 to � N N 0 m n n 0) as m LJ F- � u a m a 43.1 Project No. 1501000N E, _ •. �l� �r� SOLDIER COUP 6' EPS TRIM NAv, WHITE SW @ BRICK WAINSCOT AT WATER TA DARK GRL OR SOLDIER 6' EIFS TRIM WHITE BRICK WAIN AT WATE DAW CsRAY CONGRETE TILE OR E= VALENT, 125.12 13'b' FLA 12'1' PLATE +' -. 10'1 _ 1OLATE SOLDIER COURSE' 6' E1PS TRIM NAVAJO WHITE SW 6126 BRICK WAINSGOTTWI AT WATER TABLE fE. A. 77F ■■■ == r ■■■ NOTE: CONTRACTOR TO COORD INATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR. PARK GRAY CONCRETE TILE OR rm=I VALENT, ■5:12 !3'6' PLATE 12'1' PLATE 10'I' PLATE - :. .- I I�I�I�R�: �•4t�H�i- � .- - ��f� 1;I+1� . :�i1hrW r�r�rN+wr�rNN�rN+�r�1�1�1�1 r I r�rN+�r+�r�fA1+�r�I�r+�lA1+�r� rN+�r+�rN+r � �rR>M���► ���rN+�r+hM+�rN�r�!-� a r A� Ar11r A A Al A ArAfArri' r+l►r��+� IlkNeMi INMe ■ r 1�rt rw �rRN�d1NR4e ' it+ r_1+rI�isra ►IAI i — r�l r01`r�r a+�pim +r�1RIGA- 1 1 Alp-1! - �fAt►�rN+�rl�+r���r-, _ d.d SOLDIER COURSE �' EIfiS TRIM NAVAJO WHITS 5W 6126 ICiC WAINSWrnNFs T^ = AT WATER TABLE A' TTP- EAST ELEVATION NARFJIE BaARO TRIM, NAVAJO AT WATER TABLE ' HI' "°""""" WHITE SW 61Z6 u1HITE sW 6126 CPQF_iH V,4TION 116' =1'0' TRIM, NAVAJO WHITE SW 6126 SOLDIER COURSE 6' EF5 TRIM NAVAJO b WHITE SW 6126 ERICK WAINSCOTTINCs -_, AT WATER TABLE e _-'S 4' TYF AT WATER TABLE LOW PROFILE ATTIC VENTS OR ECUIVALENT tf 1 II r t�l� A}A # •'�"A��f� ��1�1�1�r�Ixl�,r�Igl� ''•ra ■■■ _ —NONE ■■ M rim ■■1 ■®■ ■■■ - ■■■ —0 ■■ ■■■_ s _ice_ - -- — _ -- �. ■■� Ii MOOMWAll NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WM4 SUBCONTRACTOR. (9 LUEST ELEVATION 1,g' =1104 i3_6' PLATS 12'I' PLATE 10'I' PLATE SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE SW 612c, RICK WAINSCOTTINCs AT WATER TABLE i FF. TYP. SOUTH ELEVATION ,INSCOTTING .TABLE NCRETE TILE 05:12 %TE IER COURSE S TRIM NAVAJO SW 6126 WAINSCOTTING TER TABLE a V OFFICE 5UILDING #I GASH NUMBER ZA21--04a33 IL �t!f—nms 'I w' k -�; VLu u �aa OHM r- �7 Z ❑ P > N m W X z w o � °u 3: � 3 0 H lei 0 N C3 0 0 [4 U U n � w � Ci L7 a � 3 z Q � 3 Lj 3 n � 3 a a In In > U) U} w W _1 to ] N N 0 \ � n n w m w [) n i 4.1 u (� IL X lL co 0 Z_ Sheet No. 3,1 Project No. I9m»cON Date 04/01/21 Drawn By MAU Checked E� MAU RevIsloro LOW PROFILE ATTIC VENTS OR BLACK CONCRETE TILE OR EQUIVALENT. +5:12 12 T PLATE 10'1' PLAO 60LP IER COURSE �- 6' EIFS TRIM NAVAJO WHITE SW 6126 5RICK WAINSCOTTIW-s AT WATER TABLE LOW PROFILE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR EQUIVALENT, 1954 1211, PLATE SCLF71Ef2 6' £IFS TRIM NA YAJO G, WHITE SW 6126 a ® - BRICK WAINSCOTTING AT WATER TABLE - pp,.. WHITE BRICK SOLDIER 6' EIFS TRIM WHITE BRICK WAIN° AT WATE 12T PLATE RAW®MEN mWpop sm- CANOPY BEYOND"G SOLDIER COURSE 6' £IFS TRIM NAVAJO ® - WHITE SW 6126 in BRICK WAINSCOTTING -i AT WATER TABLE A 4' TYP. L I KII-I, NiiYAJGJ WHITE SW e-Ylb AT WATER TABLE NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR Ar `- TU -. 121' PLATE CANOPY BEYOND SOLDIER COURSE j6' EIFS TRIM NAVAJO WHITE SW 6126 dt RICK WAINSCOTTING AT WATER TABLE EAST ELEVATION T ❑1A, ATTIC VENT HARG]IE BOARD f NAVAJO WHITE SW 6129, Q =— l BRICK WAINSCOTTING EIFS ACCENT TRIM, NAVAJO AT WATER TABLE WHITE SW 6126, WHITE BRICK PROFILE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR EQUIVALENT. 85:12 121' PLATE SOLDIER COURSE - = 6' £IFS TRIM NAVAJO WHITE 9W 6}26 BRICK WAN-dC-OTTING AT WATER TABLE WHITE BRICK TTP, � T A WHITE 5W 6126 IT? NAVAJO WUTi i ELEVATION U3 WHITE NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH 5U5CONTRACTOR_ PROFILE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR 5 EQUIVALENT, s5i12 12 1' PLATE: I01' PLATE SOLDIER COURSE 6' EIFS TRIM NAVAJO _ WHITE SW 6126 l- - kn BRICK WAINSCOTTING =- AT WATER TABLE WEST ELEVATION 4' TYP. va, _ 1'o, rE ER COURSE 3 TRIM NAVAJO SW 6126 WAINSCOTTING TER TABLE a rel OFFICE 1BUILDING #6 GASH NUMBER ZA21--0033 101 o�9Z li llu 9,DD 90 L Z C] � Lu J d Z3 W nzn V —i 3: J o 0 u u 0 LL9 z 4 u uj p LO oD kn U1 W OD m W Lo W co r In M CO W u m u M 1L k W 00 Q CQt Sheet Nc. Project No. ISOIB&CON orate 04/01/21 Drawn Ey MJW Checked Ey MjW RevIsians NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND 1DOWN5POUTS WITH LOW PROFILE ATTIC VENTS OR EQUIVALENT - SUBCONTRACTOR. DARK GRAY CONCRETE TILE 12r OR EQUIVALENT, ■5:12 5 I f_.J f r 14'6' PLATE 12'1' �ATF� I 12'1' PLATE loll,FyLAiE - - - - - n l• - - - - - - - - - - =-- L- - - _�4 s CANOPY BEYOND ni SOLDIER _ 7 _ _ _ _ SOLD ER COURSE 6' EIFS TRIMNAVAJO - -- c�`E!F$ TRII"I NAVAJR -WHITE WHITE 3W 6126 L--ml SW 6126BRICK WAINSCOTTING CK WAIkSCQTTINCaAT WATER TABLE - = T= = _- AT WATER TABLE - --- - .- a'Typ. LIGHT GRAY BRIG[ i EAST a' ELEVATION 11a'=110, LOW PROFILE ATTIC VENTS OR EQUIVALENT ;rlvjw. .�� m0 6- EIFS TRIM NAVAJO,-,.' WHITE BiU 6126 k, -Tt _- BRICK WAINSCOTTING s x' AT WATER TABLE FF. a• YrP LIGHT CxRA7 BRICK SOLI 6` EIF:+ BRICK AT CANOF'•Y BEYOND" SOLDIER COURSE 6' EIFS TRIM NAVAJO" WHITE 5W 6126. BRICK WAINSCOTTING AT WATER TABLE FF., 4' V DIA. ATTIC VENT HARDIE BOAR) NAVAJO WHITE 6W 6126 I.A.AA 'A hiOOW!�A A A ArA�Ar A1A1A�WiPI ��.IAIArNrAl�1�IAUA1�rA� �•ir,R�� ,,grAl,�rArA�,rAtA} 1 Ar 14 14 At - r._ jrlAir�A ArM+rr�r6 - --� rr►�+�rr{ -;il$1�i�iIlRs�!rr''-rA sA-eri•esSYsl'.Sr ua.i .��-•y•. r -'l .,-llreWltltlrerTrrIR� .�R�aary.a��. --- -y �— IIIIInIIIIEIIIIIInllllfflllnlllllllll�'� =' ` •- �=uillllllf111[Ilnlllnkllll[IIIEdIH[II�, =■■■' ONE = WAINSCOTTING/MEN ON loon 74 ACCENT BRICK NAVAJO AT WATER TABLE TRIM, PROFILE ATTIC VENTS OR EQUIVALENT W DARK GRAY CONCRETE TILE SaR EQUIVALENT, 05:12 F._ � 121' PLATE Ifllllllllllll[IIIIIIIIIIIHIM1111lllll _ ■■■ ■■■ FBI _ _ SOLDIER COURSE _- 6' EIPS TRIM NAVAJO WHITE 5W 6126 RICK WAINSCOTTING AT WATER TABLE — FF. I�• TTP_ pI zzi& AT WATER TABLE '�"�' �"'°'� - SOUTH ELEVATION WH1TE 9Ul 6126 WHITE SW 6126 NOTE. CONTRACTOR TO COORDINATE ALL GUTTER5 AND DOWNSPOUTS WITH 8U5CONTRACTOR- F'ROFILE ATTIC VENT$ OR EQUIVALENT DAW GRAY CONCRETE TILE 5 .OR EQUIVALENT. a5=12 r 1 Lt1EST ELEVATION 121' PLATE loll' PLATE SOLDIER COURSE 6' EIF5 TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE rF. 4." 1= ER COURSE > TRIM NAVAJO 5W 6126 WAINSCOTTING TER TABLE a rel OFFICE BUILDING #ro GASH NUMBER ZA21--4a4a33 101 _j to Ls' hit A' u JU10 IL W� �a SP L U Z Lu d 3 LU z H U —i R R vI N g g O D iC u U h H � FF i7 i7 y�y ffyy � 7 7 W N T a to in j 9) in C4 C4 7 � n � W w u lac o a ti .9 Sheet No. 3_ Project No. i909toGON Date 04/05/21 Drawn 8y 1" iJW cNoced 59 MiLU Revisions BLACK CONCRETE TILE OR EQUIVALENT, a5:13, 121 _ PLATE SOLDIER COURSE 6' EIM TRIM NAVAJO J = _ WHITE SW 6126 A BRICK WAINSCOTTING m' AT WATER TABLE F.F. 4' T7P1 BLACK CONCRETE TILE OR £QUI VALENT, a5:1 12'1' PLATE SOLDIER COURSE Co' EIFS TRIM NAVAJO,p WYa1TE SW 6126m BRICK WAINSCOTTING }_ AT WATER TABLE - Ff. _ 4- T7P1 LOW PROFILE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR 1�1 2 EQUIVALENT, *5:12 5 r 121_PLATE _ Ax 124' PLATE 1O'I' PLATE = 6 _ _ _ 11 �7i T[TTr mil Ifffil-J-111 g CANOPY BEYOND SOLDIER COURSE -SOLDIER COURSE 6' 1F5 1M NAVAJO _- _ - _ E TR - - g _ = - -- _ 6' EIFS TRIM NAVAJO - WI fITE 5W SIBS --- - _- -- - 2 = - WRITE aw 6i26 BRICK WAINSCOTTING -BRICK WAINSCOTTING AT WATER TABLE At WATER TABLE 41 Tom• UA41TE SRICIC ELECTRICAL METER TYP. EA61 ELEYATI0 Qhl 1/W=Vo' LOW PROFILE ATTIC VENTS OR EQUIVALENT 14'6' PLATE BEYOND 12'!' PLATI _ ,F �- CANOPY 5EYOND—q n SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE SW 6126 $RICK WAINSCOTTING. A7 WATER TABLE 9 a TRIM, NAVAJO WHITE SW 6126 HARDIE BOARD 2' DIA. ATTIC VENT NAVAJO WHITE SW 6126 LL ( s — BRICK WAINSCOTTING EIFS ACCENT AT WATER TABLE TRIM, NAVAJO WHITE SW 6126 NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR. E = _ --ems-" BLACK CONCRETE TILE OR EQUIVALENT, m5<12 12Y PLATE SOLDIER COURSE Co' EIFS TRIM NAVAJO = m WHITE SW 6126 BRICK WAINSCOTTING WATER TABLE - Ff. T1 �. WHITE BRICK N LOU) PROFILE ATTIC VENTS OR EQUIVALENT NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOLUNSPOUTB U.IITH SUBCONTRACTOR. PROFILE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR 5 EQUIVALENT, 05:12 121' PLATE tF 0V PLATE SOLDIER COURSE �6' EIFS TRIM NAVAJO WHITE sW 6126 ,-5R1CK WAINSCOTTING AT WATER TABLE F.F. TYP BLACK CONCRETE TILE OR EQUIVALENT, a5.12 121' PLATE SOLDIER COURSE �6' EIFS TRIM NAVAJO WHITE SW 6126 ,-BRICK WAINSCOTTING AT WATER TABLE Ff. TYP. 101 a V OFFICE 5UILDING #81 g, 10 GASH NUMBER ZA21--0033 X U d z iA W d U 0 U) d 0 F C7 19 F� Sheet No. 43,1 Project No. 19112CON Date I04/05/21 Drawn 5y t. iJW Checked 5c MJLU Revisions PARK GRAY CONCRETE TILE OR EQUIVALENT, 051 1 12T PLATE 4'I' SOLDIER ro' EIFS TRIM NAVAJO �_ WHITE $W 612Fa 0 f -.1 am= WANSCOTTING - -_ AT WATER TABLE - -- 4' rTP} PARK G c 124I' PLATE _ SOLDIER GOURSE� 6' EEFS TRIT•r NAVAJO! WHIT1: SW b12b�y BRICK WAINSCOTTING AT WATER TABLE FF, - LOW PROFILE ATTIC VENTS OR r•- - . - ------- - Wl/F111i:1111rM1 al Isi'riFlti��.'�l^l��f�-1} r-AiR1A1RIAIAIR'`f��ArArl�iArArb!:�t+wi�l1}RiAIA l.as�fillAlR tAIAlRIR A, 9!11111 �-� a=r..M��x—s� 1[111111111111111[IIlIIIl1111111111111111II111El1k ��-•---=illill[I11111i'-"'-- fIIIIIIII1111111111111111E1111111 �._�o IIIIIEIIIIIEIIIEII[Ilkllkll1111111'lllllilnlllllillllll111111111i11lllnllllnlnlll � �, r - r ' plllMI - INN- NMI I m I IMI 1NIMI 1��=a INN �_�-_E Ill • a i+�r�► i l l :+r�l+l r+ ►+�rH�y0-4*+hM"1LAi@4A-f+�t�f H+�y 'f�►�i i�+�o�i�i�i� +kR�rrrP l �i�i� w Rr�i�li�lM�r�>I�i�r�i� �i �l!+� !�!�►�lAr�l+r �r�rRl�lRIAlArM+rl�h�h ��l�l�►+4���r•. 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P �l�r+�IMMA�_- :: _- _------ _-a—��+�► � -= �= � 7ZYZf�- r t+ +�r�►+►►xL - -arw RNrRtRIyAi�'I === _� _ z pia.^-....----.........- - = .,�� — rr: ln�...r�.,.�li�A.TArRI ,- �•�Rsrasai6srs 6 rJ _ArA�RlilliraeAormaAAr1 IIIIIIIIIIIISIIIIIIIIlIIIIIlIIIIIIIIIIIITIIIIiIIIlIIIISIIIIllll11111lllnill ��__ llllllllllllllllnlll1111l111111111nHtlilllE __[lIIIIllilll1111111111111111111111111111i111111111111111111111111111l1111n1 MEN vME umm som MEN ■©E son son Igo■■r um m:-- ■011 MEN MEN ■N_, MEN ■i ��� viz _ MEN son MEN T _ :�y■ _ - - a • aTE: CONTRACTOR TO COORDINATE DOWNS —OUTS SUE3CONTRACTOR- ,E :rt:a 71ER COURSE ",b' EIFS TRIM NAVAJO m WHITE SW b12b -5RICK WAINSCOTTING S AT WATER TABLE FR ¢. TTP LIGHT GRAY BRICK EIFS ACCENT SRI+DC WAINSGOTTIN[+ LIGHT GRAY 6R1C1C EIFS ACrENT TRIM, SW 6126AJO AT WATER TA13LE TRIM, NAVAJO � $QUTH ELE1/.4TIQ�1 WHITE SW b12b WHITE SW 6126 NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR. LOW PROFILE ATTIC VENT$ OR EQUIVALENT 1:-DARCCiRAY CONCRET E TILE :_. EQUIVALENT, 65:12if ...®.. MEF SEE �� -_ ...�..Sol WON to 0 _ 'mom IIIlllllllllilllllllllllli11111MEMNON ME, ! TAR— E 1-131 7S. TS— ■■ ■■.n■ ■E NN ENMENNEN ��� - Imo ��� �__�� �� _= _ _--Ellilllllllfllllltllllllltlllllllltlllllllltllll _i 11111111111111111r-1_—�=tea 14'b' PLATE 127 PLATE CANOPY 5EYONO7 f SOLDIER COURSE' 6' EIFS TRIM NAVAJO F WHI TE SW &12& BRICK WAIN3COTTING- AT WATER TABLE MOM 111 INN =_ 1111 PLATE 10'I' PLATE SOLDIER COURSE fro' EIFS TRIM NAVAJO WHITE SW 6126 ,-BRICK WAINSCOTTING AT WATER TABLE FR ui� 101 a V OFFICE 5ULDING #g, g, 10 GASH NUMBER ZA21-""-4a40`33 U a C U U x x � 7 En ❑ u7 m 0 In 7 LQ In Lr) Ln a N t � r• r to as cc Ilt F y Q I:q U 07 1z x lU 03 0 Ias i 2 0heet No, 43�1 Project No. 19112CON Buff eryards Summary Chart - 190617 Location Length Bufferyard Width - Type Canopy Trees Accent Trees Shrubs Fence / Screening Height & Material Required 558' 20' Type 0 22 17 78 None North Lots 21, 22, & 23 Provided S58' 20' Type 0 13 (9 existing)" 21 126 None East Lot 23 Required 232' 10'Type B 5 7 23 None Provided 232' 10'Type B 5 7 23 None Required 423' 10'Type B 8 13 42 None West Lot 20 & 21 Provided 423' 10'Type B 8 13 42 None Lot 20 North Required 225' 5' Type A 2 5 18 None Type A Provided 225' 10'Type A** 2 4** 14** None Lot 20 South Required 519' 10'Type F1 16 31 42 8' Opaque Fence Type F1 Provided 519' 20' Type F1** 0 (42 existing)* 25** 34** 8' Cedar Fence w/ Cap on Steel Columns Lot 20 South Required 282' 5' Type A 3 6 23 None Type A Provided 282' 10'Type A** 0 (3 existing)* 5** 18** None Lot 20 East Required 159' 10'Type E 2 3 13 Hedge Type E Provided 159' 10'Type E 2 3 13 Hedge Lot 20 East Type A Required 160 5' Type A 2 3 1 13 1 None Provided 160' 10'Type A** 1(1 existing)* 2** 10** None Note any credits used in calculations: *Existing trees have been counted. **Required plant material has been reduced by 20% for an increase in bufferyard width. Bufferyard length has been reduced to accommodate the shown drives. General Streetscape Standard Notes: 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. 2. A canopy tree planted on the site must be a mimimum of 4" in caliper. 3. Accent / Understory trees are required to be a mimimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. Summary Chart Interior Landscape - 180412 Required or Provided Landscape Area (s.f.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (s.f.) Seasonal Color Required 12,822 75% 26 51 321 1,923 256 Lot 20 Provided 39,617 100% 13 (88 existing) 51 321 4,204 310 Required 6,658 75% 13 27 167 999 133 Lot 21 Provided 10,855 100% 13 27 167 3,109 158 Required 6,334 75% 13 25 158 950 127 Lot 22 Provided 12,725 100% 13 25 158 2,645 132 Required 5,419 75% 11 22 135 813 108 Lot 23 Provided 10,794 100% 1 9 2 existing) 22 135 2,128 196 EXTEND CAP & TRIM BOARDS 1" BEYOND END OF FENCE fIBIAIF�� ELLE""VATION 2 x 8 BOARD CAP SCREW DOWN 1 x 4 WESTERN CEDAR TRIM PIECE 1 x 6 No. 1 WESTERN CEDAR PICKETS EDGE TO EDGE (3) 2" x 4" PRESSURE TREATED RAILS ON BACK SIDE OF FENCE zo GALVANIZED STEEL POST 2 x 6 PRESSURE TREATED TRIM PIECE 1" SPACE MIN., 3" MAX. FINISHED GRADE 8' Cedar Fence w/ Cap on Steel Columns Owner: James Schindler Southlake Commons, LP 260 Miron Drive, Suite 108 Southlake, Texas 76292 817-552-7778 Engineer: DeOtte, Inc. 420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 Applicant: Jordan Woolf Conifer Real Estate 260 Miron Drive, Suite 108 Southlake, TX 76092 817-552-7783 Planner: SAGE GROUP, INC. 4000 29 APR 21 ill = 50' 0 50' Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 100' TOWARD RESIDENTIAL TOWARD OFFICE LOTS 2 x 6 TREA" PIECE BOTTI AND F 2 x 8 WESTERN CEDAR BOARD CAP SCREW DOWN 2 1/2" DIA., .095 GALV. STEEL POST 1 x 6 TRIM PIECE 1 x 4 WESTERN CEDAR TRIM PIECE 1 x 6 No. 1 WESTERN CEDAR PICKETS EDGE TO EDGE GALVANIZED STEEL POST STRAPS. LAG BOLT TO RAIL 2 x 4 PRESSURE TREATED RAILS SLOPE TO DRAIN POST INTO CONC. FOOTING, 2'-6" MIN. CONC. FOOTING, T DEPTH MIN., REF STRUCTURAL Legend Existing Saved Tree 0 Interior LandscapeCanopy Tree - 4" + Interior Landscape Accent Tree - 6' Height Min. Interior Landscape Shrub - 3 Gallon Min. Groundcover - 4" Containers Min. (12" o.C.) Seasonal Color - 4" Containers Min. Bufferyard Parking Lot Lighting D-E] GENERAL NOTES 1. MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 2. ALL EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH LIGHTING ORDINANCE. 3. ALL SIDEWALKS TO BE MONOLITHIC BROOM FINISH. 4. ALL PARKING AREAS TO BE ALL WEATHER SURFACE. 200' CITY OF SOUTHLAKE Existing ZonBin§: CS — � DOCK p8!!kS!0 O�Qfl �Zo'w #F dk RGISb,.HOLDINGSNLL Existing Zoning: SP2 �o�JoDoG°�Q4au0 (�o��c�rc�o�0 w: :.. �. iM Lot -5,995 r>. y I3 iiuii�u • (_� ail;`` Lot 20 B Lb og ,;.. o ,; ;=: 1''ll,) 11 . D•n ity ' it • ti I ��_ I ■T CO F I CO bW _ A 6 i ++w AA I w� F Fft ' t/ WELLS FARGO BANK /gW Existing Zoning: SP2 dol�oDo=G3Q4�o0 (�o��c�¢ � 20„w _ — oULfot ARC T KL AKE $ BLOCK 1 - STRATFORT PARC CABINET A, SLIDE 9334 P.R.T.C.T. ' • s ingwZoning: SP2 doNJoDo=G�Q4�u0 G � G Oslo v / _, ` / �rn APE Tp WHITE CHL- BLVD *,501' �\ _,11bEi=_ Existing Zoning: SF20A ♦. 1 � LoNJoDo=G�Q4�u0 (�ow�u�c�rc�o�0 Ij "Who mr Existing Zonir 2 "L.U. r 12"W / N 145.E 9' CO - 546.50' rn LO +i n /4 Ch.- S 0§ 4'36"W = = D Y � 145.06' rn M `0 r n \ U a I ' M 2 •� n m = M F < C_ 0� z �,� 3, 21' a - 1146.50' U - S 1�n'52'00"W on ° / �13.21' 6' o qto a 41,9 o a, M 44,9 e ' 0 w G - 10) J W Case No. ZA21-0033 L! d-"%, -1 ­111111 4-11 1 " 1 7- '&f'A t - I ld_� _"r,% -IV" ld_� Southlake, Tarrant County, Texas Bufferyards Summary Chart - 190617 0— Location Length Bufferyard Width -Type Canopy Trees Accent Trees Shrubs Fence / Screening Height & Material Required 558' 20' Type 0 22 17 78 None North Lots 21, 22, & 23 Provided 558' 20'Type0 13 (9 existing)* 21 126 None Required 232' 10' Type B 5 7 23 None East Lot 23 Provided 232' 10' Type B 5 7 23 None Required 423' 10' Type B 8 13 42 None West Lot 20 & 21 Provided 423' 10' Type B 8 13 42 None Lot 20 North Required 225' 5' Type A 2 5 18 None Type A Provided 225' 10' Type A** 2 4** 14** None Lot 20 South Type F1 Required 519' 10' Type F1 16 31 42 8' Opaque Fence Provided 519' 20' Type F1** 0 (42 existing)* 25** 34** 8' Cedar Fence w/ Cap on Steel Columns Lot 20 South Required 282' 5' Type A 3 6 23 None Type A Provided 282' 10' Type A** 0 (3 existing)* 5** 18** None Lot 20 East Required 159' 10' Type E 2 3 13 Hedge Type E Provided 159' 10' Type E 2 3 13 Hedge Lot 20 East Required 160' 5' Type A 2 3 13 None Type A Provided 160' 10' Type A** 1(1 existing)* 2** 10** None Note any credits used in calculations: *Existing trees have been counted. **Required plant material has been reduced by 20% for an increase in bufferyard width. Bufferyard length has been reduced to accommodate the shown drives. General Streetscape Standard Notes: 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. 2. A canopy tree planted on the site must be a mimimum of 4" in caliper. 3. Accent / Understory trees are required to be a mimimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. J a a EXTEND CAP & TRIM BOARDS 1" BEYOND END OF FENCE = I--1i� ELEVATION 2 x 8 BOARD CAP SCREW DOWN 1 x 4 WESTERN CEDAR TRIM PIECE 1 x 6 No. 1 WESTERN CEDAR PICKETS EDGE TO EDGE (3) 2" x 4" PRESSURE TREATED RAILS ON BACK SIDE OF FENCE zo GALVANIZED STEEL POST 2 x 6 PRESSURE TREATED TRIM PIECE 1" SPACE MIN., 3" MAX. FINISHED GRADE 8' Cedar Fence w/ Cap on Steel Columns Legend Existing Saved Tree 0 Bufferyard Parking Lot Lighting �® Owner: James Schindler Southlake Commons, LP 260 Miron Drive, Suite 108 Southlake, Texas 76292 817-552-7778 Engineer: DeOtte, Inc. 420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 Applicant: Jordan Woolf Conifer Real Estate 260 Miron Drive, Suite 108 Southlake, TX 76092 817-552-7783 Planner: 4000 29 APR 21 ill = 50' 0 50' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 100' TOWARD RESIDENTIAL TOWARD OFFICE LOTS 2 x 8 WESTERN CEDAR BOARD CAP SCREW DOWN 2 1/2" DIA., .095 GALV. STEEL POST 1 x 6 TRIM PIECE a 1 x 4 WESTERN CEDAR 9 a TRIM PIECE w 1 x 6 No. 1 WESTERN CEDAR PICKETS EDGE TO EDGE GALVANIZED STEEL POST CY a STRAPS. LAG BOLT TO RAIL w 2 x 4 PRESSURE TREATED RAILS SLOPE TO DRAIN 2 x 6 PRESSURE) TREATED TRIM PIECE. NAIL TO —I BOTTOM RAIL AND PICKETS I I SECTION 200' POST INTO CONC. FOOTING, 2'-6" MIN. CONC. FOOTING, Y DEPTH MIN., REF STRUCTURAL Plant List and Schedule LARGE TREES SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS Live Oak Quercus virginiana 16 3" CAL. / 14'-16' HT. / 10'-12' SPREAD single trunk clear to 6'; b & b; matching growth Red Oak 12 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; Lk I Quercus shumardii 10'-12' SPREAD matching growth Cedar Elm 28 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; Ulmus crassifolia 10'-12' SPREAD matching growth Lacebark Elm 7 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; Litmus parvifolia sempervirens 10'-12' SPREAD matching growth Eastern Red Cedar 16 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; Jumperus virginiana 10'-12' SPREAD matching growth NOTE: ALL TREES TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. SMALL TREES SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS Crape Myrtle Lagerstroemia indica 'Tuscarora' 14 30 Gal. / 8' HT. / 6' SPREAD container grown; matching growth ® Little Gem Magnolia Magnolia grandiflora 'Little Gem' S2 30 Gal. / 8' HT. / 6' SPREAD container grown; matching growth Chaste Tree 54 Vitex agnus-castus 30 Gal. / 8' HT. / 6' SPREAD container grown; matching growth Desert Willow 31 Chilopsis linearis 30 Gal. / 8' HT. / 6' SPREAD container grown; matching growth NOTE: ALL TREES TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. SHRUBS SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS • Burford Holly 3 GAL. / 5' HT. / full growth; 36" o.c. Ilex cornuta 'Burfordii' 36" SPREAD O Dwarf Nandina'Tuscan Flame' 3 GAL. / 24"-36" HT. / full growth; 36" o.c. Nandina domestica 'Tuscan Flame' 30" SPREAD Seep Muhly 1 GAL. /30"=36" HT. / full growth; 36" o.c. Muhlenbergia reverchonii 36" SPREAD O Kaleidoscope Abelia 'Kaleidoscope' 1 GAL. / 24" HT. / full growth; 36" o.c. Abelia x grandiflor 36" SPREAD NOTE: ALL PLANTS TO HAVE FULL GROWTH AND BE MATCHING WITHIN VARIETIES. GROUNDCOVER SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS I E Groundcover Im Seasonal Color NOTE: ALL PLANTS TO HAVE FULL GROWTH AND BE MATCHING WITHIN VARIETIES. Landscape Plan Existing Zoning: CS a I a � I 15' STORM DRAIN EASEMENT \� I 4b6 A4. — o � I I 0 - 15' WAT R EASEME T L o 15' DRAINAGE EASEMENT U z Ln Ln 0 F- 0 Q d cn O - CD C� .J O U O 0 0 �. H�0LU 15' SEW R*UUEASEME T —A,It�. Z — 8"W — � � M Nact roman O II � Z w 15' DRAINAGE EASEMENT JA O'DONNEL, PETER Cap c olumns on C ? - ix-. T )LDING NCO ' Existing Zoning: SP2 1.6 WELLS FARGO BANK �! Existing Zoning: SP2 D 0-0 T HL AKE B0ULEV AR ±1570' TO LAKE CREST DR- - pro' TO NEAREST DRIVE — L_� ,, / J O7 Jl `tJ VV J1U. 71 KESTER, PAIGE A. STEDKE REVOCABLE TRUST MURPHY, TYLER C. Existing Zoning: SF20A BLOCK 1 - STRATFORT PARC L136ns y CABINET A, SLIDE 9334 P.R.T.C.T. , GENERAL NOTES 1. MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 2. ALL EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH LIGHTING ORDINANCE. 3. ALL SIDEWALKS TO BE MONOLITHIC BROOM FINISH. 4. ALL PARKING AREAS TO BE ALL WEATHER SURFACE. Summary Chart Interior Landscape - 190617 Required or Provided Landscape Area (s.f.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (s.f.) Seasonal Color Required 12,822 75% 26 51 321 1,923 256 Lot 20 Provided 39,142 100% 7 (79 existing) 51 321 4,560 310 Required 6,658 75% 13 27 167 999 133 Lot 21 Provided 10,424 100% 13 27 167 3,092 158 Required 6,334 75% 13 25 158 950 127 Lot 22 Provided 8,213 100% 13 25 158 2,614 132 Required 5,419 75% 11 22 135 813 108 Lot 23 Provided 1 9,405 1 100% 1 9 2 existing) 22 1 135 1 2,428 1 196 rf C� 4 y • Existing Zonil Existing Zoning: SP2 I - 2CK2 LLC V20,NJ ` Lo— Existing Zoning: SP >o"W Il� 1114 AP-* C i v / O i E� t501' TO WHITE CHAPEL BLVD — / Iv Z I i � I I � � - 145.�9' L - 546.$0' `n n Ch.- S 0§,%4'36"W =zr x � 145.06' 1 -0 s' D ' M> \ D rn I M rn r ' �n 1p0'R 0 vv. o z ,L- 13� 21 - 11�i.5 ' I U L 'I - S 1� 52'00"W ,13.21' r N � II o / �� M71 ` W r L-jl* 4 /. N % 44,.9, Case No. ZA21-0033 Southlake Commons Southlake, Tarrant County, Texas Buff eryards Summary Chart - 190617 Location Length Bufferyard Width - Type Canopy Trees Accent Trees Shrubs Fence / Screening Height & Material Required 558' 20'Type O 22 17 78 None North Lots 21, 22, & 23 Provided 558' 20'Type O 13 (9existing)* 21 126 None Required 232' 10'Type B 5 7 23 None East Lot 23 Provided 232' 10'Type B 5 7 23 None Required 423' 10'Type B 8 13 42 None West Lot 20 & 21 Provided 423' 10'Type B 8 13 42 None Lot 20 North Required 225' 5' Type A 2 5 18 None Type A Provided 225' 10'Type A** 2 4** 14** None Lot 20 South Required 519' 10'Type F1 16 31 42 8' Opaque Fence Type F1 Provided 519' 20'Type F1** 0 (42 existing)* 25** 34** 8' Cedar Fence w/ Cap on Steel Columns Lot 20 South Required 282' 5' Type A 3 6 23 None Type A Provided 282' 10'Type A** 0(3 existing)* 5** 18** None Lot 20 East Required 159' 10'Type E 2 3 13 Hedge Type E Provided 159' 10'Type E 2 3 13 Hedge Lot 20 East Required 160' 5' Type A 2 3 13 None Type A Provided 160' 10'Type A** 1(1 existing)* 2** 10** None Note any credits used in calculations: *Existing trees have been counted. **Required plant material has been reduced by 201/o for an increase in bufferyard width. Bufferyard length has been reduced to accommodate the shown drives. General Streetscape Standard Notes: 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. 2. A canopy tree planted on the site must be a mimimum of 4" in caliper. 3. Accent / Understory trees are required to be a mimimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. Summary Chart Interior Landscape - 190617 Required or Provided Landscape Area (s.f.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (s.f.) Seasonal Color Required 12,822 75% 26 51 321 1,923 256 Lot 20 Provided 39,142 100% 7 (79 existing) 51 321 4,560 310 Required 6,658 75% 13 27 167 1 999 133 Lot 21 Provided 10,424 100% 13 27 167 3,092 158 Lot 22 Required 6,334 75% 13 25 158 950 127 Provided 8,213 100% 13 25 158 2,614 132 Required 5,419 75% 11 22 135 813 108 Lot 23 Provided 9,405 100% 9 2 existing)22 135 2 428 1 196 Site Data Summary Chart - 191205 Lot 20 Lot 21 Lot 22 Lot 23 Total Zoning SP-1 SP-1 SP-1 SP-1 SP-1 Current Land Use Designation Office Commercial Office Commercial Office Commercial Office Commercial Office Commercial Gross Acreage 3.41 ac 1.48 ac 1.39 ac 1.22 ac 7.5 ac Net Acreage (minus R.O.W. dedication) 3.41 ac 1.48 ac 1.39 ac 1.22 ac 7.5 ac Net Percentage of Site Coverage (% of building footprint area covering the site 18.75% 20.65% 20.93% 20.39% 19.80% Net Acreage of Open Space 1.36 ac 0.38 ac 0.37 ac 0.39 ac 2.50 ac Net Open Space as a percentage 39.88% 25.68% 26.62% 31.97% 33.33% Outside Storage as a percentage None None None None None Total Building Area (building footprint) 27,854 sf 13,314 sf 12,670 sf 10,838 sf 64,676 sf Leasable Square Footage broken down by use 0-1 Uses (Office) 0-1 Uses (Office) 0-1 Uses (Office) 0-1 Uses (Office) 0-1 Uses (Office) Total Leasable 25,643 sf 13,315 sf 12,667 sf 10,838 sf 62,463 sf Parking Spaces Required (shared parking esmt for all lots) 1 space / 184 aggregate s.f. for all parcel 1 space / 184 aggregate s.f. for all parcels 1 space / 184 aggregate s.f. for al parcels 1 space / 184 aggregate s.f. for al parcel 1 space J 184 aggregate s.f. = 339 spaces Parking Spaces Provided (shared parking esmt for all lots 148 spaces 69 spaces 67 spaces 55 spaces 339 spaces Loading Spaces Required & Provided No Spaces are Required No Spaces are Required No Spaces are Required No Spaces are Required No Spaces are Required Impervious Coverage 2.05 ac 1.10 ac 1.02 ac 0.83 ac 5.00 ac Impervious Coverage as a percentage 60.12% 74.32% 73.38% 68.03% 66.67% Maximum Building Height 1 Story but no more than 35' 1 Story but no more than 35' 1 Story but no more than 35' 1 Story but no more than 35' 2 Story but no more than 35' Construction Start Date Construction tna Date Owner: James Schindler Southlake Commons, LP 260 Miron Drive, Suite 108 Southlake, Texas 76292 817-552-7778 Engineer: DeOtte, Inc. 420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 Applicant: Jordan Woolf Conifer Real Estate 260 Miron Drive, Suite 108 Southlake, TX 76092 817-552-7783 Planner: 4000 29 APR 21 ill = 50' 0 SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 50' 100' Southlake Commons Being a tract of land out of the Hiram Granberry Survey, Abstract No. 581 and the L. Hall Survey, Abstract No. 686 and situated in the City of Southlake, Tarrant County, Texas, and surveyed by Miller Surveying, Inc. of Hurst, Texas in June of 2016, said tract being a portion of the same tract of land described in the deed to Gloria Jeanne Lechler, John Stephen Church and Niley Monroe Church recorded in Volume 9779, Page 2371 in the Deed Records of Tarrant County, Texas and being more particularly described by metes and bounds as follows: Beginning at a 1/2 inch "MILLER 5665" capped steel rod set in the southerly right-of-way line of Southlake Boulevard (F.M. 1709), said rod being the northwest corner of Lot 1, Block 1, First Financial Bank Addition, an addition to the City of Southlake, Texas according to the plat thereof recorded as Document No. D210267208 in the Plat Records of Tarrant County, Texas; Thence South 07 degrees 42 minutes 47 seconds East with the westerly boundary line of said Lot 1 a distance of 247.31 feet to a 1/2 inch "MILLER 5665" capped steel rod set for the southwest corner thereof; Thence South 41 degrees 38 minutes 36 seconds West a distance of 14.53 feet to a 1/2 inch "MILLER 5665" capped steel rod set for the beginning of a curve to the left with a radius of 680.00 feet and whose chord bears South 82 degrees 56 minutes 44 seconds West at 137.50 feet; Thence with said curve along an arc length of 137.73 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence South 77 degrees 08 minutes 35 seconds West a distance of 68.26 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence South 12 degrees 51 minutes 25 seconds East a distance of 44.47 feet to a 1/2 inch "MILLER 5665" capped steel rod set for the beginning of a curve to the right with a radius of 237.50 feet and whose chord bears South 06 degrees 39 minutes 50 seconds East at 51.24 feet; Thence with said curve along an arc length of 51.34feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence South 00 degrees 28 minutes 15 seconds East a distance of 1.27 feet to a 1/2 inch "MILLER 5665' capped steel rod set for the beginning of a curve to the right with a radius of 29.50 feet and whose chord bears South 11 degrees 00 minutes 04 seconds West at 11.73 feet; Thence with said curve along an arc length of 11.81feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence South 89 degrees 31 minutes 45 seconds West a distance of 291.67 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence South 00 degrees 28 minutes 15 seconds East a distance of 18.00 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence South 89 degrees 31 minutes 45 seconds West a distance of 26.57 feet to a 1/2 inch "MILLER 5665" capped steel rod set for the beginning of a curve to the right with a radius of 29.50 feet and whose chord bears North 45 degrees 32 minutes 26 seconds West at 41.67 feet; Thence with said curve along an arc length of 46.27feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence North 00 degrees 36 minutes 37 seconds West a distance of 3.11 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence South 89 degrees 23 minutes 23 seconds West a distance of 53.00 feet to a 1/2 inch "MILLER 5665" capped steel rod set in the easterly boundary line of Lot 2, Block 1, Medical Villas at Tuscan Creek, an addition to the City of Southlake, Texas according to the plat thereof recorded as Document No. D210020733 of said Plat Records; Thence North 00 degrees 36 minutes 37 seconds West with said easterly boundary line a distance of 449.18 feet to a 1/2 inch capped steel rod found for the northeast corner of said Lot 2, said rod being in said southerly right-of-way line of Southlake Boulevard; Thence North 81 degrees 10 minutes 10 seconds East with said southerly right-of-way line a distance of 53.09 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence North 77 degrees 08 minutes 35 seconds East continuing with said southerly right-of-way line a distance of 386.97 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence North 82 degrees 41 minutes 48 seconds East continuing with said southerly right-of-way line a distance of 141.01 feet to the point of beginning and containing 4.094 acres of land, more or less. 200' EXTEND CAP & TRIM BOARDS 1" BEYOND END OF FENCE 2 x 8 BOARD CAP SCREW DOWN 1 x 4 WESTERN CEDAR TRIM PIECE 1 x 6 No. 1 WESTERN CEDAR PICKETS EDGE TO EDGE I I I I V(3) 2" x 4" PRESSURE TREATED RAILS ON BACK SIDE OF FENCE Pr O \ O b ib GALVANIZED STEEL POST a I I 2 x 6 PRESSURE TREATED a TRIM PIECE 1" SPACE MIN., 3" MAX. FINISHED GRADE TO\­Drc.-1-Ai 7n1A1ADn nrrrrr LOI 7=r=71=71=7r=7r=71=71=71=====7r.=7r.=ir r=_ftI' n=n=n=n-o==n= -- =n • TRIM ire n11 1 ELEVATION PIECE. NAIL TO - BOTTOM OW5_nectws 8' Cedar Fence w/ Cap on Steel Columns SEC, 2 x 8 WESTERN CEDAR BOARD CAP SCREW DOWN 2 1/2" DIA., .095 GALV. STEEL POST 1 x 6 TRIM PIECE 1 x 4 WESTERN CEDAR TRIM PIECE 1 x 6 No. 1 WESTERN CEDAR PICKETS EDGE TO EDGE GALVANIZED STEEL POST STRAPS. LAG BOLT TO RAIL 2 x 4 PRESSURE TREATED RAILS SLOPE TO DRAIN POST INTO CONC. FOOTING, 2'-6" MIN. CONC. FOOTING, 3' DEPTH MIN., REF STRUCTURAL Notes: 1. All sidewalks are concrete. 2. Entrances & exits to buildings ++ 3. All sidewalks are T wide. 4. Parking Lot Lighting LJE] L❑CATI❑N MAP WELLS FARGO BANK j Existing Zoning: SP2 ; RGIS HOLDINGS L� Existing Zoning: SP2 CITY OF SOUTHLAKE ��-, ° ^ L°MoD°=G3Q4�o0 �o��Qpc�o�0 / �_ ,L Existing Zoning: CS / / O 12"W rn L�oNJoD C ahlhi� parks/ Open Space 2„W t TO WHITE CHAPEL BLVD I ' t501 y - , A.i pZJ L------=- °41'48" E i41.011 - • G - o y� A t1570' TO LAKE CREST DR IAI ;r ✓ f VEWAY NEARE OST DRI rr,, t502' TO ` _ E 1 0 ,35r3 50�B�ildin9 1 2 N %%° $ 6 ; tin EXCISTING CONCRRTE PAVING 1 f II _ � µ too Zoni:0+- % k •' / \ �' I FIRST FINANCIAL BANK SOUTHLAKE II W OT 1, BLOCK 1, FIRST FINANCIAL BANK ADDITION 55 ��_""' ��°b- J 4oc�c (�o��c�r 0 -(`✓ \ \ \ DOC. NO. D210267208, P.R.T.C.T. i 2A C��AC!# �UT�`I ESM ��P\ N Iq i 1)61aC'E / p Lod 23 / Bldg. 5 Lot 22 / B�g. 3 T / One Story I N One Story / i 10,$38 s.f./ (und hoof) III\A Existing Zoning: 01 I g g 6,672 s.f. (,under roof) / r �� / Lot 21 / Bldg. /1 �� �Exlsting ZonTg: O1 I 74' stacking distance iw o l One Story / 4 ' / L°NJ°D°=0o44o�Q C��mma clml v� / I I 7,320 s.f. (under/roof) / �' S° I \LOT 2 S 890O'OOME^ )21 2.93' a 10 -I 1.22 a ( N 1 \ \ I - / o I pCCESSI T.TYP. PII ORt� 1. I �v ' - \ ORP NpGE & OTil1N c4 _ - mg Zoning;_0 I / CO CRETE J 00 p O O o t / E t OYii Ilg: O 1 1�24' ROSS ACC]r,55, EMERGENCY AC ESS, 'L�/ Y Lot 22� % Bldg. / �° - Q F,��Q�,���� DRA�NAGE & UTILITY ESMT., �A.LL DRIVES - _ to r Ole Story _ / NNN m 9' I /�- 145.�}9' Ln Ul - z ; D s / / i 'P,995 s.f. ° / I I R- 546.$0' "' (Jr) / I i - / �r`' I I Zavmil'' V I I ° Ch.- S 0Na '' rrnWn -0 � 145.06 o y h WAin 1-0 3/ Lot 21 Bldg. 21 C g rn Lot20 Bldg7 L t 201/ Bldg. 6 a J o one Story One StoOStory/ LU N IB � Q o .� 5,995 s.f. (under ro,Of) I 8c V \ / / 5,�67 s.f. (under roof) / / 5,167 s�f. (under ro I ����'R. \ \ / / 9 I i o.w._� xr _j LV .. A I / / I I e /• _ Q Z 15' Bu+ ins Line 1S' S.S. ESMT. 15' BUI rhg Line 15' S ESMT. c� I j!7�ncTT/T.. Tin r7 rr i r✓ r7 iT✓Till 1 21r 0 0 - T, �- 1146.50' / {%_ - S 1\ 52'00"W on j OnI g 24 CROSS ACCESS, RGENCY ACCESS, p °p poD°O��O�Q rr� �Q�,6O�� D I&UTILITY ES TYP. ALL DRI E 1 L� lJ ly J 3, 13y ,13.21 N 18' stacking distance � �' 1 Existing Zoning: SP1 a m rn on T „W 8„W ' I 1 T!' Ie e C� ou o � /M ' -- 111 F NM&M,LTD ! W r' N_ 1 Lot 20 /Bldg. 10 Lot 20 / �Idg. 9 I Lot 20 / Bldg. ;$ / �~ LOT 4, H. CRANBERRY N0. 581 ADDITION / , M"9 1 + One Story o i ti - - - - / 1 CABINET A, SLIDE 1628, P.R.T.C.T. O 1 Ee +� - - One S� ry F _ One Story - F _ - ,1�3 f ut�de�reef� - - - 183 s f. bder� eef� - - - - - 5A 3 s.f.-(tlnder Oef}- - - �� 1 � 1 w - - - - % - - - -?-L� 40' Building Line 40' Building Line 40' B ilding Line / / 71 l ' S 89031'45"W 518.91' v O'DONNEL, PETER 3' Cedar Fence w/ ESTER, PAIGE A. STEDKE REVOCABLE TRUST MURPHY, TYLER C. LUTHER, ROBERT E.` , R H F 4 Cap on Steel Columns Existing Zoning: SF20A Exist onin SF20 f V r r -Y II I g g' BLOCK 1- LIDSSTR9334 PARC I g' r �Qc�o Dc ��04� p<°„-5u@J�N � J CABINET A, SLIDE 9334 P.R.T.C.T. 1ht 4w pQ�o f.L- r%I--- n- -1--L--'--- ----- r11--- Case No. ZA21-0033 L! d_'1%, -1 --1 4-11 1 " 1 7- dA t - I d-"%, -"r,% -Ir" d-"%, _" i-I Southlake, Tarrant County, Texas TREES TO REMAIN Tree # Size & Species 203 10" CEDAR 204 5" CEDAR 205 16" HACKBERRY 206 10" HACKBERRY 207 5" HACKBERRY 208 4" CEDAR 217 9" DOUBLE 218 10" HACKBERRY 223 14" HACKBERRY Tree Canopy Coverage Total site area Total existing canopy Preserved tree canopy (green) Possible preserved tree canopy (yellow) Removed tree canopy (red) 3261737 20,598 14,838 1,563 4,197 s.f. s.f. s.f. s.f. s.f. --> --> --> --> 6.30% 72.04% ° 7.59 /o 20.37% 224 8" CEDAR 225 8" CEDAR 226 6" HACKBERRY 231 10" CEDAR 737 6" CEDAR 737 6" CEDAR 740 X" DOUBLE 742 12&10" DOUBLE 743 18" COTTON 746 12" CEDAR TREES TO REMAIN Tree # Size & Species 748 10" CEDAR 20,598 s.f. --> 100.00% 751 6" CEDAR 752 8" CEDAR 753 5" CEDAR 754 5" CEDAR 755 9" CEDAR 756 4" DOUBLE TREES TO BE REMOVED Tree # Size & Species 221 9" HACKBERRY 222 14" HACKBERRY 227 8" CEDAR 229 8" CEDAR 778 8" CEDAR 779 4" CEDAR 780 4" CEDAR 781 4" CEDAR 782 4" CEDAR 783 4" CEDAR 784 4" CEDAR 785 4" CEDAR 786 4" CEDAR 787 4" CEDAR 788 4" CEDAR 789 4" CEDAR 790 8" DOUBLE 791 5" CEDAR 792 9" CEDAR TREES TO BE REMOVED Tree # Size & Species 794 9" CEDAR 795 6" CEDAR 796 5" CEDAR 797 7" CEDAR 798 6" CEDAR 799 6" CEDAR 800 4" CEDAR 801 4" CEDAR 802 5" CEDAR 803 5" CEDAR 804 5" CEDAR 805 8" CEDAR 806 5" CEDAR 807 7" CEDAR 808 7" CEDAR 809 13" CEDAR 810 6" CEDAR 811 8" CEDAR 1014 8" MESQUITE TREES TO BE REMOVED Tree # Size & Species 1242 4" CEDAR MARGINAL TREES Tree # Size & Species 210 9" HACKBERRY 211 8" LIVE 219 8" HACKBERRY 220 6" CEDAR 228 12" CEDAR 230 6" CEDAR 760 14" CEDAR 761 10" CEDAR 762 10" CEDAR 765 6" GREEN 766 4" GREEN 767 4" GREEN 768 4" GREEN 769 X" MULTIPLE 770 6" GREEN 771 11" GREEN 776 12" CEDAR 777 4" CEDAR TREES TO REMAIN Tree # Size & Species 1187 12" CEDAR 1189 5" CEDAR 1190 5" CEDAR 1470 4" HACKBERRY 1471 4" CEDAR 1473 4" HACKBERRY 1474 4" HACKBERRY 1475 10" ELM 1476 5" 1477 9" ELM Owner: James Schindler Southlake Commons, LP 260 Miron Drive, Suite 108 Southlake, Texas 76292 817-552-7778 Engineer: DeOtte, Inc. 420 Johnson Road, Suite 303 Keller, Texas 76248 817-337-8899 Applicant ■ Jordan Woolf Conifer Real Estate 260 Miron Drive, Suite 108 Southlake, TX 76092 817-552-7783 Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture ' Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake Texas 76092 1478 5- 1479 4" 1480 4" TRIPLE 1481 4" DOUBLE 1482 4" 1483 4" DOUBLE 1484 4" CEDAR 1485 4" CEDAR 1486 5" TREES TO REMAIN Tree # Size & Species 1481488 6" 4" 1490 4" 1491 5" 1492 4" 1493 4" DOUBLE 1494 4" 1495 4" 1496 55" " CEDAR 149 CEDAR 1498 10" CEDAR 1499 4&8" DOUBLE 1500 10" ELM 1501 5" CEDAR 1502 4" HACKBERRY 1503 5" DOUBLE 1504 5" CEDAR 1505 5" CEDAR 1506 8" CEDAR 1 _» ___ . _ 29APR21 III =50' 0 50' TEL. 817-424-2626 100' 200' TREES TO REMAIN Tree # Size & Species 1508 7" CEDAR 1509 4" DOUBLE 1510 4" HACKBERRY 1511 5" CEDAR 1512 4" CEDAR 1513 4" CEDAR 1514 6" CEDAR 1515 loll 1516 6" HACKBERRY 1517 6" 1518 6" DOUBLE 1519 X" MULTIPLE 1520 13" ELM 1521 6&5" DOUBLE 1522 4" HACKBERRY 1523 4" DOUBLE 1524 4" DOUBLE 1525 4" CEDAR 1526 4" TREES TO REMAIN Tree # Size & Species 1528 5" CEDAR 1529 4" CEDAR 1530 5" CEDAR 1531 4" CEDAR 1532 5" CEDAR 1533 4" CEDAR 1534 5" CEDAR 1535 5" 1537 6" CEDAR 1538 6" CEDAR 1539 8&5" DOUBLE 1540 9" CEDAR 1541 4" CEDAR 1542 4" 1543 4" CEDAR 1544 4" CEDAR 1545 4" CEDAR 1546 5" CEDAR 1547 6" CEDAR TREES TO REMAIN Tree # Size & Species 1549 8" DOUBLE 1550 5" 1551 14" ELM 1552 X" MULTIPLE 1554 5" CEDAR 1555 5" 1557 5" CEDAR 1558 6" CEDAR 1559 5" 1560 4" 1561 8&5" DOUBLE 1562 4" CEDAR 1563 5" R 1564 8" CEDAR 1565 5" ELM 1566 6" CEDAR 1567 5" 1568 6" CEDAR 1569 4" CEDAR TREES TO REMAIN Tree # Size & Species 1571 4" 1572 4" CEDAR 1573 5" • I=r CITY OF SOUTHLAKE Existing Zoning: CS i� d : Arks apm 0 15' WATER EASEMENT ° 15' DRAINAGE EASEMENT r Ln Mal � Q a V) 'DM (D- O0 Du ��o.. 15' SEWER �.JF' EASEMENT 00 N 0i _ B.,W �o o N ° �o W 15' DRAINAGE EASEMEIF O'DONNEL, PETER 8'Cedar aft Cap o olumns o T---- ^—-- — —-----L---- r% I — -- WLAD.—Wa 0 COomiilm"NQTUNII Hvietma /mmna• NF AIA 0111111111111� WELLS FARGO BANK Existing Zoning: SP2 D'J LENT ARD Jam' ri- K BLOCK 1 - STRATFORT PARC BINET A, SLIDE 9334 P.R.T.C.T. it 10 F _ i rPy O5U Existing Zoning: Mod, DAWW H��o ITS t Ih a _ N f t IL i N de 1 , Existing Zoni 20"W - Existing Zoning: SP2 '- 2CK2 LLC°NJ°D°=G3c�4�o0 C�000Qmc�oa� - ' Existing Zoning: SP2 N r I 2 C T; _� , / O R, 12c �k 1501' TO \NHITE CHAPEL BLVD + 'd;� L 5 ' ' / N I- 145.49' R- 546.50' I Ch.- S 0'9054'36"W s I Y 145 06' Wu—irry / w ' n Lot 2Q�T §jd�. 6 1i I I I \ rn/ 4 1 o i r 5,167 sf --(Tne ro9 I i 118—I / J 10 'R o n i7XlT. T'T 77 77 � 77 is s r. 7 ,/ \ , / L- 13, 21 - R- 11650 S 9°35'20"W 2 9Z.98�4.' ' � � � ' . V\ i Ch.- S 17°52'00"W / 18' stacking distance Existing Zoning: SP 1 NM & M, LTD GRANBERRY NO. 581 ADDITION n h �`% M 19 JET A, SLIDE 1628, P.R.T.C.T. r , 0 - r .. IAA v , w � w Y Case No. ZA21-0033 Southlake, Tarrant County, Texas