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Item 7A - PlansSLA! SOL] 6' EIF5 I BRICK AT LOW rlWFILE ATTIC VENTS OR BLACK CONCRETE TILE OR EQUIVALENT, 13'6' 121T' SOLDIER COJRSE-- 6' EIFS TRIM NAVAJO WHITE SW 6126 BRICK (,WAINSCOTTING AT WATER TABLE gF_ 4' TYp_ ELECTRICAL PANEL NOTE: CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS WITH SUBGONTR CTOR. 11 1 IA ATTIY �KIT BLACK CONCRETE TILE OR EQUIVALENT, ®5:12 12'1' PLATE 'SOLDIER COURSE `6' EI1=S TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE FF. :01 BLACK CONCRET EQUIVA 10T PL, 6' EIF5 TRIM NAV/ WHITE SW 6126 BRICK WAINSCOTTIN AT WATER TAal WHITE 5W 1621TE SW 6126 6 X41 AT WATER TABLE M4IVAVA�4- f ) }NQWH 9LE �P ATION WHIT►\'r+✓/,r 118•=1'fZ�' al A~ v+rMu^CCY'C t11 EFF TILE OR 5:12 ":4 ER COURSE 6 TRIM NAVAJO SW 6126 WAIN5WTTIWz CER TABLE BLACK CONCRETE TILE OR FOUIVALENT, 65:12 SOLDIER COURSE 6' EFS TRIM NAVAJO' WHITE 3W 6126 BRICK WAINSCOTTING AT WATER TABLE F.F. TRIM, NAVAJO WHITE SW 6126 AT WATER TABLE LOW PROFILE ATTIC VENTS OR ` - TRIM, NAVAJO WHITE SW 6126 NOTE: CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS WITH SUBGONTRAGTOR. IS'6' WLATE ST ELEVATION (9 v8' =1'0' SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE 5W 6126 n RICK WAIN5COTTING AT WATER TABLE F.F. TT1': '\S0IdTH ELEVA =I'0' ETE TILE OR 5:12 kTE ER COURSE 3 TRIM NAVAJO W 6126 WAINSCOTTING rER TABLE rel OFFICE 5ULDING #3 GASB NUMBER ZA21-0033 0 Date 04/0&Z21 Drawn Ey MJW avaked Ey miw Revlelons m v ru — u a!2 lu UJ mlkw't '5 92 z w � � w d .n V y1 EJ g G GL `0`` r0r`` to V V N H H F 0 L9 z L G lI) Ui 5W D N N m n n w oo °° F- U Lu m u M IL x N O LL d Z ui W 4 U 0 Cn Cu C9 a 'i Sheet No. ,43.1 Project No. 113011GON NOTE. CONTRACTOR TO COORDINATE ALL GUTTER5 AND DOWN5POUT5 WITH SUBCONTRACTOR, MPPPP� r+r►IF l+r►rrriM MININIPM4014:'VAGIA 0 mr 4L.fayd LOW PROFILE ATTIC VENTS OR EQUIVALENT DARK dil"TO tr e.,w ❑ Ir.c r OR EQUIVALENT, fbiI2 • I�T s;�.'",'�i_-{ttlilllll 5OLDIER COUR5E-- 6' EIFS TRIM NAVAJO WHITE w 6126 BRICK WAINSCOTTING _ AT WATER TABLE _ 4' TTP !_ IG1-9T GRAY BR[CK: DARK GRAY CONCRETE TILE OR EQUIVALENT, 05.12 DARK aPPAY CONCRETE TILE OR EQUIVALENT, 05:12 m "or �EMU' 1,umuyt111Iu11iIaai___ n�u11�aI1r111nlnlrlirrlrl11r1rrlllnr11r11rllrrlrrllrlNrlarlin�sr��'�" ""'""""""_ ►�'.'�^�■.,a11V�;r��laA■:,ill ONE MF ■o■ === Now \E ir -5 ACCENT -- w TRIM, NAVAJO AT LUATER TABLE 122'-PL4TE - J 101' PLATE LOW PROFILE ATTIC VENTS OR W. .l �aL�.IJ� L/ .ae. a.L •l 2' DIA. ATTIC VENT :01 }wwi+y�i'ri+>r+iz+rriri++�i�ilii+�+ i -i+ iR'ri+�11111111 0I�rfr�l�.l� _ r R _ - ----- - - -z lldIIAAAj1AA1111Uii�lEiliinnri:1W:, 1r"_•.yL11�hrhr.iIIIII Ii11111IIwII111111III11NlllllNlllla11a111111Illarti�llA� ,IIIIo1AWk11pAi1111111U1{ItIIIIIINIrI[iIN[11111111111111111-1-11E�II-II-ITII-. Le�-1I�e moo= NMI 0 ENT, 415:12 _ --- ���I � �}_ � �r+�r�►r�� � .rlMI��II. � �t�1�1�+aG?Ri�L — � � r�r � •+► ,. aa7r�:ut11t{tiN III1I11fq�ep: E�:� ,,�K4{{{llIIIIII 111�r� -?3 Fr �iGHT GRAY BRICK EIF5 ACCENT mm, NAVAJO WHITE SW 6126 NOTE. CONTRACTOR TO COORDINATE ALL GUTTER5 AND DOWN5POUT5 WITH 5U5CONTRACTOR. IPJ'i' PL, LOW PROFILE ATTIC VENTS OR EQUIVALEN Lill Ill 111 Ill MITUITMIM HIM SOLDIER COURSE Y T 5 �. 9 -911 �' I 1"✓I' �-( -'+' DARK GP4Y CONCRETE TILE DARK &RAY CONCRETE TILE OR EQUIVALENT, 65 12 / WHITE SW 6126 "� C R EQUIVALENT, +5:12 � ry, RICK. WAIN9COTTINCs _ •_.. _- _' - v� 12'1' PLA t fl+ I2'I' PLATE LIGHT GRA'i- BRICK 121'6' PLATE ---- „ _� I ,• IVI' PLATE ---- (D III 1/61=110, J. !1J 1IM SOLDIER COUPSE _ SOLD IEP GCY 7RSE _ 6' EIFS TRIM NAVAJO � — (� — - b' EIF5 TRIM NAVAJO WHIT= SW 6126 � WHITE 5W 6126 inBRICK 'NSCOTT]r. 4UAIWa - -- � . — _ E, BRI ATE ITABLETfNCs AT WATER TABLE PF.T P.F. 4' TYP. -_.. LIGHT GRAY ' TTP. ELECTRICAL PANEL LOCATION EAST ELEVATION 0 MPPPP� r+r►IF l+r►rrriM MININIPM4014:'VAGIA 0 mr 4L.fayd LOW PROFILE ATTIC VENTS OR EQUIVALENT DARK dil"TO tr e.,w ❑ Ir.c r OR EQUIVALENT, fbiI2 • I�T s;�.'",'�i_-{ttlilllll 5OLDIER COUR5E-- 6' EIFS TRIM NAVAJO WHITE w 6126 BRICK WAINSCOTTING _ AT WATER TABLE _ 4' TTP !_ IG1-9T GRAY BR[CK: DARK GRAY CONCRETE TILE OR EQUIVALENT, 05.12 DARK aPPAY CONCRETE TILE OR EQUIVALENT, 05:12 m "or �EMU' 1,umuyt111Iu11iIaai___ n�u11�aI1r111nlnlrlirrlrl11r1rrlllnr11r11rllrrlrrllrlNrlarlin�sr��'�" ""'""""""_ ►�'.'�^�■.,a11V�;r��laA■:,ill ONE MF ■o■ === Now \E ir -5 ACCENT -- w TRIM, NAVAJO AT LUATER TABLE 122'-PL4TE - J 101' PLATE LOW PROFILE ATTIC VENTS OR W. .l �aL�.IJ� L/ .ae. a.L •l 2' DIA. ATTIC VENT :01 }wwi+y�i'ri+>r+iz+rriri++�i�ilii+�+ i -i+ iR'ri+�11111111 0I�rfr�l�.l� _ r R _ - ----- - - -z lldIIAAAj1AA1111Uii�lEiliinnri:1W:, 1r"_•.yL11�hrhr.iIIIII Ii11111IIwII111111III11NlllllNlllla11a111111Illarti�llA� ,IIIIo1AWk11pAi1111111U1{ItIIIIIINIrI[iIN[11111111111111111-1-11E�II-II-ITII-. Le�-1I�e moo= NMI 0 ENT, 415:12 _ --- ���I � �}_ � �r+�r�►r�� � .rlMI��II. � �t�1�1�+aG?Ri�L — � � r�r � •+► ,. aa7r�:ut11t{tiN III1I11fq�ep: E�:� ,,�K4{{{llIIIIII 111�r� -?3 Fr �iGHT GRAY BRICK EIF5 ACCENT mm, NAVAJO WHITE SW 6126 NOTE. CONTRACTOR TO COORDINATE ALL GUTTER5 AND DOWN5POUT5 WITH 5U5CONTRACTOR. IPJ'i' PL, =..• SMTH ELEVATION ' 1Ia' = I '0' Q OFFICE 1BUILDING it3 GASB NUMBER ZA21-0033 ` — r �Tlquip u 'm us� t2.18 Pvniniqo't �rmma" � Q pis q9t � � 4 �i 11 11111111 irr Irlifilmirl Lill Ill 111 Ill MITUITMIM HIM SOLDIER COURSE Y T 6' E{P5 TRIM NAVAJO W WHITE SW 6126 3 x RICK. WAIN9COTTINCs _ •_.. _- _' - v� AT MATER TABLE LIGHT GRA'i- BRICK 4' TTP. UEST ELEVATION (D 1/61=110, =..• SMTH ELEVATION ' 1Ia' = I '0' Q OFFICE 1BUILDING it3 GASB NUMBER ZA21-0033 ` — r �Tlquip u 'm us� t2.18 Pvniniqo't �rmma" � Q pis q9t � � 4 �i -rr L �?aa F0 U u I■ F� z x r a a z Q Lo In In 111 05 cb m rr n U) M m w' F- U 0 u m LL m 0 J z Ua w Q [-1 O US Sheet No. 14 =03 'I F-Iroject No. IiJ011CON W 3 x -rr L �?aa F0 U u I■ F� z x r a a z Q Lo In In 111 05 cb m rr n U) M m w' F- U 0 u m LL m 0 J z Ua w Q [-1 O US Sheet No. 14 =03 'I F-Iroject No. IiJ011CON SOL] 6' EIFS 1 BRICK AT IBLAd SOLI 6' EIFS I BRICK. AT 81 NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR- in UBCQNTRACTOR- SOLDIER COURSE' 6' EIFS TRIM NAVAJO WHITE SW 6126 15RICK WAINSCOTTING � AT WATER TABLE 9 4' TYP. a I I I! I I III VIII IIIIIIIII Ilpllll IIII I A,.Illpilllill!!I_III��III !I!I IlIIIIIIIpIINlllldllllllll[!! __ I ___�ylllllllll.. 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BRICK WAINSCOTTINCr AT WATER TABLE FF. , PROFILE ATTIC VENTS OR FOUIVALENT BLACK CONCRETE TILE OFR EQUIVALENT, 65:12 SDLiTN ELEVATiC?N y2? PLATE tr 10'1' PLATE --SOLDIER COURSE 1.16' EIPS TRIM NAVAJO WHITE SW 6[26 BRICK WAINSCOTTINrs AT WATER TABLE —FF. Tl'p. COURSE TRIM NAVAJO W 6126 AINSCOTTING R TABLE TILE OR COURSE RIM NAVAJO 6 T26 MNSCOTTWa tTABLE le: rel OFFICE 5UILDING #5 GASB NUMBER ZA21-4a4a33 Date 041QI121 Drawn E� M UJ avdcad E� miui Revisions d) z_ Sheet No, _mm L D } -� cn LU X w z d Z3 � Q � r 0 u N 2 1 0 0 t0 U U V z ui Ld �V V U) N N Lt Sheet No, _mm L @Proj1 ect No. 19023CON ISO SOLDIER = 6' EIFS TRIM NAY U941TE SW BRICK LUAIN5CO- AT WATER To DARK SOLI b' EIF5 I BRICK AT DARK , ik 12'Y_ 11V NOTE. CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR- OEM UBCONTRACTOR_ SOLDIER COURSE� 6' EIFS TRIM NAVAJO UNITE SW 6126 6RICK WAINSCOTTING AT WATER TABLE d' TY P. I . 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I Pull AGf7Cll $-- AttIP' vt7mIrR COURSI� TRIM NAVAJO U) 6126 AINSCOTTIW3 R TABLE WW T€ SW 6126 LIIHITE SW 6126 U—) E T ar__ S/1�1 1/e, = I'p' NOTE- CONTRACTOR TO COORDINATE ALL GUTTERS AND 'DOWNSPOUTS WITH SUBCONTRACTOR. M*r*�n}^rr� +•rnrr�t�*� PARK GRAY CONCRETE TILE OR EQUI VALENT, 13'6' PLATE 12'1' PLATE 10'1' PLA SOLDIER CCURSE� 6' EIFS TRIM NAVAJO', WHITE SW 6126. BRICK WAINSCOTTIIz AT WATER TABLE FR PROFILE ATTIC VENTS OR EQUIVALENT _, 11TI'li �'� w4/f+�i rel i r/1A rsl+�i+rr+�t+rlsr �u i}+w RON f�r�isi+� � +�rsY�f+�i�i+rr�r�r■'�-'^`-^'.. 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M Q 1 3 H EIFS TRIM NAVAJOBRICK VA loom MEN, on WAINSCOTTIW3SOME: _ tll :RETE TILE 5:12 COURSE RIM NAVAJO ra 126 dNSCOTTING ;TABLE le: Q OFFICE BUILDING #5 GASB NUMBER ZA21-0033 Date 924/01121 Drawn E�j r'1JUJ aerie ed E� MJUJ Rsvlsivns d) Q ju �( X W Q � Q #�-- Q H f VA 4 m r 0 0 U U x � t7 L7 LLJ C] kn 00 Ln L0 LOL0 LJ to 00 � m � Al N fl e r m � r cn CO M F U C7 � 1il m U M u X 10 0 IQi 6 z cn a u 0 Sheet No. 03 r Project No. IS023CON SOLDIER 6' EIFS TRIM WHITE BRICK WAIN AT WATE 151 SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE FF. -SOLDIER COURSE C6' EIFS TRIM NAVAJO WHITE SIU 6126 BRICK WAINSCOTTING AT WATER TABLE 4' TYP. WHITE BRiCK.41 a' rrd. 0 EAST ELEVATION vs' =l'o, NOTE: CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS llJM4 SUBCONTRACTOR. HARDIE BOARD R�1A A' iT I1 M .. — i.i a Jnr :01 SLACK CC I 1 SOLDIER 6' EIFS TRIM WHITE BRIM WAINB AT WATEI TRIM, NAVAJO AT WATER TABLE HI SLU 6126 WHITE 5w 6126 WHITE sW 6,26 TF ER COURSE WO WAINSCOTTING T EFR TABLE TRIM, NAVAJOAT WATER TABLE WHITE SW 6126 SOUTi" I ELEVATION LOW PROFILE ATTIC VENTS OR F=IVALENT SLACK CONCRETE TILE OR EQUIVALENT, 45:12 13'6' PLATE 12'1' PLATE �� 1011' PLATE SOLDIER COUWnE -� - — r� -. _, 6' EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE - Y F.F. 4' T YF. L WHITE BRICK NOTE: CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR WEST ELEVATIC7N 13'6' PLATE IOT PLATE SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE 5W 6126 o RICK WAINSCOTTING AT WATER TABLE FR 77 TILE OR :COURSE RIM NAVAJO 6126 41NSCOTTNNG PTABLE OFFICE BUILDING #I a GASB NUMBER ZA21--0033 Date 0:4101I21 .Drawn Ey MJW Chwksd E� MJW 1~evlalons l� �!®■� � =� - K I■■■ 10 L U I■■■■■M ��� il 03,1 ■E7 MEN 'grim MEN one Project No. 1901000N H �MM N■■ AMM _own �■n a� -SOLDIER COURSE C6' EIFS TRIM NAVAJO WHITE SIU 6126 BRICK WAINSCOTTING AT WATER TABLE 4' TYP. WHITE BRiCK.41 a' rrd. 0 EAST ELEVATION vs' =l'o, NOTE: CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS llJM4 SUBCONTRACTOR. HARDIE BOARD R�1A A' iT I1 M .. — i.i a Jnr :01 SLACK CC I 1 SOLDIER 6' EIFS TRIM WHITE BRIM WAINB AT WATEI TRIM, NAVAJO AT WATER TABLE HI SLU 6126 WHITE 5w 6126 WHITE sW 6,26 TF ER COURSE WO WAINSCOTTING T EFR TABLE TRIM, NAVAJOAT WATER TABLE WHITE SW 6126 SOUTi" I ELEVATION LOW PROFILE ATTIC VENTS OR F=IVALENT SLACK CONCRETE TILE OR EQUIVALENT, 45:12 13'6' PLATE 12'1' PLATE �� 1011' PLATE SOLDIER COUWnE -� - — r� -. _, 6' EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE - Y F.F. 4' T YF. L WHITE BRICK NOTE: CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR WEST ELEVATIC7N 13'6' PLATE IOT PLATE SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE 5W 6126 o RICK WAINSCOTTING AT WATER TABLE FR 77 TILE OR :COURSE RIM NAVAJO 6126 41NSCOTTNNG PTABLE OFFICE BUILDING #I a GASB NUMBER ZA21--0033 Date 0:4101I21 .Drawn Ey MJW Chwksd E� MJW 1~evlalons l� 10 L U � }Lu tfI X W z il 03,1 14 Project No. 1901000N H lei 111 to U N � � 09 0 0 t4 u U x C9 c7 Er CC Z c Lj 10 W Lr) In y L IA Lai 00 07 _J In W :)N N 0 C3 n h OD 0 Li tz u � w (T) u coLL 0 U7 Sheet No. L M il 03,1 14 Project No. 1901000N REM SOLDIER COUI 6" EIFS TRIM NAv, WHITE SW 4 BRICK WAINSCOT AT WATER TA DAW GRAY CONCRETE TILE OR EQJIVALENT, +5:17 I3'6' RLATI=i 12'1'_ PLATE C� 10'1' PLATE SOLDIER COUR"SE-� 6' EIPS TRIM NAVAJO,-,, WI-uTE SW 6126 BRICK UWNSCOtTING AT WATER TABU , PP. A' Ts Q LICI-IT GRAY BRICK NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNeFOUT5 WITW SUBCONTRACTOR. �T I+�r�l�l�w�t�o r+�w�t t + rA�rA�r�R �tAtAe�r�ti 1�1�1�IN � .rl+r�AwA A • __ AIA A A NAIAD.;r ail �l� — I NONE mom n ON on mom AT UA - �.rAr ��IIy1�jA1 T I r 1 w1 At�r w..I�rAT� AwAtArAr — . Illllllllllfilllllulllllllllllllllllllulillll IIIIIIIII�IIIIIIIIIIIIIIIIIIIl111111111111Wlllllllll4111111 �I"YIIIIILIIIIILILIIIIYIIIIIIIIIIIIIIIIIi'I011llllllllllllll,y 141:!11 _ r -__ -- _ --- - O. 0 1/0' = 1'0' HARCIE 130AP D TRIM, NAVAJO AT WATER TABLE WHITE HITE .. WHITE SW 6126 COURSE INSCOTTINC% TABLE a Date 0410iI21 Drawn Ey MJW C xked E� MJ LU Revialom d9 U.� 4: wrp`FL IL �FL]�Uul r— en X Z W -4 _ H d) 73 C14 U y,• y c s# • I "k ■ t■Mr... �I +�Mt� t�t�r■� p�wNr�t+�r�h rH �r�t■r�Mhr i �+�p��l�I+w►�r�t� - +��t'�t■too _m Vr Sheet No. L . 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AN ASA AI '�t�wAlAtA �rAl� ; r w"1^Ipq1'+II'1 ISI +�IAi� el1�11ft' .,IAtAi� ■ 1��,_ ArAtIA' A NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSFOUTS UJM4 SUPCONTR'ACTOR, III i'1'Ca' PLATE -- 12'P PLATE Iffl' PLATE SOLDIER COURSE } 6' EIFS TRIM NAVAJO WHITE SW III } RICK WAINSCOTTING AT WATER TABLE 1 FF. OFFICE 5UILDING #I GASB NUMBER ZA21--0033 CV _m Vr Sheet No. L Project No. 1501000N LOW 1-RORLE ATTIC VENTS OR BLACK CONCRETE TILE OR EQUIVALENT, w5-12 12'1' PLATT lWr PLATE SOLDIER COURSE 6' EF -5 TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTNG AT WATER TABLE 4' TYP. LOW PROFILE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR EQUIVALENT, 05.3 121' PLATE SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE SW 6926 BRICK WAINSCOTTING ti AT WATER TABLE FF. 4-7 12 SOLDIER O'EFS TRIM WHITE BRICK WAIN° AT WATE TRI1" 1, NAVAJO WHITE SW 6126 NOTE: CONTRACTOR TO COORDINATE ALL. GUTTERS AND DOWNSPOUTS WITH SIJBCONTRACTOR 14'90 PLATE 4 121' PLAT 1> CANOPY BEYOND SOLDIER COURSE 9 6' EIFS 7RIt'i NAVAJO WHITE SW 6126 _ RICK WAINSCOTTIW2 AT WATER TABLE 0 EAST ELEVATION _,- AT IUATER TABLE TRIM, NAVAJO WHITE SW 6126 PROFILE ATTIC VENTS OR E=IVALENT BLACK CONCRETE TLE OR EMIVALENT, *5,12 121' PLATE —SOLDIER COURSE 6' EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTIW-% AT WATER TABLE i It MR • Z4 ' ' u ► �i 121' PLATE CANOPY BEYOND" SOLDIER COURSE - 6' EIFS TRIM NAVAJO' WHITE SW 6126. BRICK WAIN5COTTIW% AT WATER TABLE I mirl, ru+Vta.ry AT WATER TABLE WHITE Btu +6126 WHITE BRICK`` TRIM, NAVAJO u=l 0>0 UTP EL_EYATIC]�i WHITE A AJO I/a,=10, rE IER COURSE 3 TRIM NAVAJO 5W 6126 WAIN5COTTIAKa TER TABLE: a Date 04/01/21 Prawn Lay MJW Checked py f iJUJ Revision 0 z -1 h X 3 W z 1J —i 1-- 3 0 J H C4 cq 2 2 a o U U w � x C7 [9 Z 4 U � W UVf 0 Ln [0 kn lig LO LD LJ w m W W m n r�- tn M CO U m U M u- x LL N 0 IKi NOTE= CONTRACTOR TO COORDINATE ALL GLITTERS AND DOWNSFICUTS WITH z SUBCONTRACTOR- vi LOW PROFILE ATTIC VENTS OR EQUIVALENT Fi-^ d U BLACK CONCRETE TILE OR a rma UIVALENT, ■5.12 - - 12'1' PLATE a I®'1' PLATE — — — - F -I 1-1-_ SOLDIER COURSE a ® 6' EIFS TRI1`T NAVAJO WHITE SW 6126 © _ BRICK "NENCOTTtWS - AT WATER TABLE _ 1=P. 4' TYP. r U1EE ELEVATION Iia' =1 o' �_ Shut Na. L, OFFICE 5ULDING #ra U� CASE NUM5ER: ZA21r4a4a,33 Froject No. ISOSISCON LOW PROFILE ATTIC VENTS OR PARK GRAY CONCRETE TILE OR EQUIVALENT, ®5:12 22'_ PLATE I0'1' PLATE SOLDIER COURSE` 6' EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING -__m AT WATER TABLE rr-.-- 4' TYP. LOW PROFILE ATTIC VENTS OR EQUIVALENT BOR4L TEJAS CONCRETE TILE } OR EWVALENT. *5:r 12'I' -PLATE t- SOLDIER COURSE + -- 6' EIFS TRIM NAVAJO +� A WHITE SIU C21126 in BRICK WAIM9COTTING 1T =- AT WATER TABLEL i - 9,— 4• Tri LIGHT GRAY BRICK DARK GRAY CONCRETE TILE OR EQUIVALENt, 05-1: 12'1' PLATE SOLDIER COUFi5E' 6' EIFS TRIM NAVAJO WRITE °.,1116126 BRICK WAINSCOTTING AT LATER TABLE EF. �Ittir�ri � r.ry r �+ =L LIGF4T CsRAY BRICfC 14 _6®PL.GT 121' PLATE CANOPY BEYOND' SOLIDIER COURSE' 6' EIFS TRIM NAVAJO;, WHITE SW 6126. BRICK WAINSCOTTING AT WATER TABLE Ef.- 4' 11MF 1111111 IC111111111 I 111111111111 [11111 ICIIII f [1111111111 [11111Illlll llllll 1 -i�■■■ -- ■o■ ■■■ EIFS ACCENT TRIM, NAVAJO WPITE SW 6r?6 v�-r��r1 rs rr' -ii�17{ e• u BRICK WAINSCOTTWC� AT WATER TABLE 1„ ,, mom mom1µ r NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR. U r 14"6' PLATE 4 '1GLATE t- 1r' 12'1' PLATT= f"1'7� rlrq�fi.l lFl�Irw}Ir.lr�.nrppl�.b mom 14 m1 1 �� ,Y F 14� r FM�1 Fr im-1�r�101-4 �r�r+rr+�r�r+rr�. w , — _— — I -,T1 Fir F r 1 F f �� I��frrart�It c. °-�r, irk, � � IIIlglltillll111111111111lIIIIIRIIlIII�`� —''_ _ MEN - - ■■■, 5IF-5 ACCENT BRICK WAINSCOTTIWS/ TRIM, NAVAJO AT WATER TABLE Ul�ITE .90 6121e, rl�r�r�i�r�l LOU) PROFILE ATTIC VENTS OR EQUIVALENT V r rr ; z lin 11[HIM IIIMIN 11811 1 �■■■ =L LIGF4T CsRAY BRICfC 14 _6®PL.GT 121' PLATE CANOPY BEYOND' SOLIDIER COURSE' 6' EIFS TRIM NAVAJO;, WHITE SW 6126. BRICK WAINSCOTTING AT WATER TABLE Ef.- 4' 11MF 1111111 IC111111111 I 111111111111 [11111 ICIIII f [1111111111 [11111Illlll llllll 1 -i�■■■ -- ■o■ ■■■ EIFS ACCENT TRIM, NAVAJO WPITE SW 6r?6 v�-r��r1 rs rr' -ii�17{ e• u BRICK WAINSCOTTWC� AT WATER TABLE 1„ ,, mom mom1µ r NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR. U r 14"6' PLATE 4 '1GLATE t- 1r' 12'1' PLATT= f"1'7� rlrq�fi.l lFl�Irw}Ir.lr�.nrppl�.b mom 14 m1 1 �� ,Y F 14� r FM�1 Fr im-1�r�101-4 �r�r+rr+�r�r+rr�. w , — _— — I -,T1 Fir F r 1 F f �� I��frrart�It c. °-�r, irk, � � IIIlglltillll111111111111lIIIIIRIIlIII�`� —''_ _ MEN - - ■■■, 5IF-5 ACCENT BRICK WAINSCOTTIWS/ TRIM, NAVAJO AT WATER TABLE Ul�ITE .90 6121e, rl�r�r�i�r�l LOU) PROFILE ATTIC VENTS OR EQUIVALENT V r Ove T veT S�sa CD k + DARK GRAY CONCRETE TILE EQUIVALENT, 05:12 f P 2 i7 1211' PLATE 3 `: — SOLDIER Cc?L1R€+E T 4 � N F -=n- 6' E[ES TRIM NAVAJO90 M a [n WHITE SW 6126 U) In �L = 5RlCK WAINSCOTTING � ab ab -- - AT WATER TABLE J lG rfl -=--, 0 1� LIGHT GRAY BRICK EIFS ACCENT ' w 0 � L"ITE S ; 616 5[ 0TH ELEVA ION F_ U W U m u- X m O U. NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH z SUP CONTRACTOR. 7. LOW PROFILE ATTIC VENTS OR EQUIVALENT Fw- U PAW -GRAY CONCRETE TILE U) OR EQUIVALENT, s5=12 U) a r 2' _E- 12°1' PLATE -- 101' PLATE - SOLDIER COURSE EIFS TRIM NAVAJO WHITE SW 6126 1'BRIG[ WAIN5GOJT?INCs - AT WATER TABLE - EF. r U1EST ELEVATION 1/5"a I'O' N C4 i5? %wet No. OFFICE BUILDING #ro Q� CASE NUM5ER: ZA21 �� 3� ISOW t No. 19¢�9fv CON z C] Au W X cn 3 W H Z 3 Q Ove T veT S�sa CD k + DARK GRAY CONCRETE TILE EQUIVALENT, 05:12 f P 2 i7 1211' PLATE 3 `: — SOLDIER Cc?L1R€+E T 4 � N F -=n- 6' E[ES TRIM NAVAJO90 M a [n WHITE SW 6126 U) In �L = 5RlCK WAINSCOTTING � ab ab -- - AT WATER TABLE J lG rfl -=--, 0 1� LIGHT GRAY BRICK EIFS ACCENT ' w 0 � L"ITE S ; 616 5[ 0TH ELEVA ION F_ U W U m u- X m O U. NOTE: CONTRACTOR TO COORDINATE ALL GUTTERS AND DOWNSPOUTS WITH z SUP CONTRACTOR. 7. LOW PROFILE ATTIC VENTS OR EQUIVALENT Fw- U PAW -GRAY CONCRETE TILE U) OR EQUIVALENT, s5=12 U) a r 2' _E- 12°1' PLATE -- 101' PLATE - SOLDIER COURSE EIFS TRIM NAVAJO WHITE SW 6126 1'BRIG[ WAIN5GOJT?INCs - AT WATER TABLE - EF. r U1EST ELEVATION 1/5"a I'O' N C4 i5? %wet No. OFFICE BUILDING #ro Q� CASE NUM5ER: ZA21 �� 3� ISOW t No. 19¢�9fv CON SOLI 6' EIFS BRICK AT LOW PROFILE ATTIC VENTS OR EQUIVAI BLACK CONCW l TILE OR EQUIVALENT, •5:12 5 14=6 _ PLATE l2'E' PLATE Y EO ELECTRICAL METER / 11, 0 EAST ELEVATION HARQIE BOARD 2' DIA. ATTIC VENT NAVAJO WHITE 5W 6126 no llmI! f IIII IIIII (IIIIIIII Nllll IIII IIIIIlIIIl1111llllllll�llllllllllllll IIIIIIIII TF FT ME BRICK WAIN5COT7ING EIFS ACCENT AT WATER TABLE TRIM, NAVAJO WHITE SW 6126 NOTE: CONTRACTOR TO COORDINATE ALL CUTTERS AND DOWNSPOUTS WITH SUBCONTRACTOR. �a BLACK CONCRETE TILE OR EQUIVALENT, 05:12 = 12'1' PLATE '_4 _ SOLDIER C0UR5E 6' EIFS TRIM NAVAJO ( WHITE SW 6126 -'. - BRICK WAIN5COTTINCs AT WATER TABLE FF. WHITE BRIGK N I TH V,4T 14'6' PLATE YO> D - 12''I' PLATE _ CANOPY BEYOND! SOLDIER COURSE - 6' EIFS TRIM NAVAJO, WHITE SW 6126. BRICK WAINSCOTTING AT WATER TABLE i r RYY—Y, ar,wrs-wv AT WATER TABLE TRIM, NAVAJO U)W TE SW 6126 WVJITE SW 6126 �60UTH ELEVATION NOTE= CONTRACTOR TO COORDINATE ALL CUTTERS AND DOUNSPOUTS WITH SUBCONTRACTOR. OW PROFILE ATTIC VENTS OR EQUIVALENT BLACK CONCRETE TILE OR EQUIVALENT, x5:12 I2'I' PLATE - = 10'1' PLATE oil III NEI �E Q _-SOLDIER COURSE '-6' EIFS TRIM NAVAJO WHITE SID 6126 .5R1CK WAINSCOTTING AT WATER TABLE Fr. ore] m MA d 5 k hill TYP. R COURSE PRIM NAVAJO ) 6126 IAINSCOTTING R TAME :01 rel a OFFICE 5ULDING #g, 9, 10 GASB NUMBER ZA21-0033 Date 04625121 Drawn E� 1" JW Chedcad Ecj MJW Revl6lon6 Litin lu u �2a d V�Nt NO L �U_a _J 4 L3Q LL!1110 1 W� 'd,,V4 Uj W IN al rn z a i I r; ;�, Fro ject No. 4` �` 19112CON X W 4 � d � � Z � r CV a 4 N 2 2 mov TUU n a � U) U) In j� In In r,J (lb Lp Lo 0 N N, m r r U) M M w 177 U UH 16L L<L V Z W d 0 U) cn U' [V CV Sheet No. i I r; ;�, Fro ject No. 4` �` 19112CON SOLDIER COURSE 6' EIFS MM NAVAJO' WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE FF. - 4' PARK GRAY CONCRETE TILE OR EQUIVALENT, +05.12 12'1' PLATE Illlllrlllill111111111111111111111111111111111 — WHITE 5W 612CP �o _ EMCK WAINSCOTTING AT WATER TABLE ��■ ■ `\ LOU) PROFILE ATTIC. VENTS OR ! rsrlrt � Isisl+�lslstst+tt�rs�s t+� 1 ItIll�,rilkrAr�IrMlri�r�r�V��a� -1 '-� tl�l�r�r�lun u1�1.Mt�1.au LOW PROFILE ATTIC VENTS OR EQUIVALENT DARK GRAY CONCRETE TILE dl P r OR EQUIVALENT, 05 1241• PLATE '-4 1� SOLDIER COURSE - 6' EIFS TRIM NAVAJO% WHITE SW 6120-1kb - 15RICK WAINSCOTTING,- szw4 AT WATER TABLE LIGHT GIRAY BRICK 14'6' PLATE BEYOND 1211' PLATE CANOPY BEY0ND,1 SOLDIER COURSE - I&' EIFS TRIM NAVAJO; WHITE SW 6126 BRICK WAINSCOTTIW-v AT WATER TABLE r r Imo.. ,. u^Ir-u-u CAht01-Y SEYOND wNiltr<�t�i ilt I~ r 11,11 SOLDIER C )URSE 6' EIFS TRIM NAVAJO Y WHITE SW 6126 ! � � � � IlII11111111tlII11111111111111gIIITIIIl111111rllfllllilllltllllllll11111 '�,..�' -" T- AT WATER TABLE 15 -Ringsson ■o� @Omni 0 MEQ GRAY BRICK �*rs Mr -S ACCENT EAST ELEVATI(D TRIM, NAVAJO W441TE SW 6126 LOW PROFILE ATTIC VENTS OR EQUIVALENT DARK GRAY CONCRETE TILE dl P r OR EQUIVALENT, 05 1241• PLATE '-4 1� SOLDIER COURSE - 6' EIFS TRIM NAVAJO% WHITE SW 6120-1kb - 15RICK WAINSCOTTING,- szw4 AT WATER TABLE LIGHT GIRAY BRICK 14'6' PLATE BEYOND 1211' PLATE CANOPY BEY0ND,1 SOLDIER COURSE - I&' EIFS TRIM NAVAJO; WHITE SW 6126 BRICK WAINSCOTTIW-v AT WATER TABLE r r Imo.. ,. u^Ir-u-u HARDIE BOARD x' DIA. ATTIC VENT / LIGHT GRAY 5W 6126 ^1^r^ �!^ `,,��"I�^I^I►�I^�^P *'�1++1^P'ir't^w �" ^I^1Rf^f+�►^T^�+"r^I'�iR1 r^f^f*t^r^I^I �1 1i�'^ i" y�r�i�t� I�t�l�t�l�r�r�, +ri�rWr+r! �! As i�}M, 5 i i� ► tli4� I )' lip MRoil itAtpll�yg�rR�jll�ilfl��.,w i . • - � -� F FAA p JA kiffilAl of IN i�iswlsr�l-l+�wM+lr�n�- ' F= «ICIA�t�r�r�r�P�t�1�t�l�w=irl� _. �Mt�Ins�l�lr����� � .. �,a���,�}ICU® — -- A �� �`i �' � IIu1111111�111W11W111111111111111111111111111111111111111111111111111111 _ � _ � fill�TAN IllnnunmlalllllllllllllllllllliliR!I - MENumm umm ■o■ man ■0■ Q ��� S■■ SEE OECIDIOM r fi CONTRACTOR • COORDINATE ALL GUTTER5 ■ DOWNSPOUTS SU5CONTRAGTOR. ul 1 i mumu unnuum . '� ■ ■■ �� nlmmml Int!Imm�lunn1un11nu1nnlnnllnnlnnlnm ■■t ■ ■�� r� ■ ■M 0 son ME moons _ MEN __ no 111111111111111111111111111lllllllllllulllu � �_ TRIM, NAVAJO \BRICK WAINSCOTTIWa 'LIGHT GrRAY BRICK U34ITE SW 6126 AT WATER TABLE TRM, NAVAJO WITE SW 6126 $00H ELEVATION (D CONTRACTOR TO COORDINATE ALL ■ ■ DOWNSPOUTS 5UBCONTRACTOR. 'LOU)PROFILE ATTIC VENTS OR EQUIVALENT ■ - �■ �NCRETE TILE At im-441 hMr~#mriut�r t r�orr! rt- OR �w+!!�t�l�lt�s��+st EQUIVALENT, 05:12 I�t�r��ll�trt Irrrr� �r � rid '� I I+Nis.�-_ *M r gy _ wtll�tir� 2L}�i 'Il�iliI�±ki�Ia,/tl e3 o -TE LOU) PROFILE ATTIC VENTS OR EQUIVALENT pr r m DARK GRAY CONCRETE TILE PR EaUI VALENT 05.12 0000 momm MMM MMM I��-� fat _ NE LIGHT GRAY BRICK --SOLDIER COURSE 6• EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE FR 4' T7P. 121' PLATE SOLDIER COURSE ``6' EIFS TRIM NAVAJO WHITE SW 612+6 iP.RICK WAINSCOTTING AT WATER TABLE FF. TYp.. D a OFFICE 5UILDING #800 91 10 GASB NUMBER ZA21`04a33 Date 04105/21 Drawn Ey MJW eked 59 Mau Revlslvns Q14r lu L3� 9 � CAht01-Y SEYOND n� ED � SOLDIER C )URSE 6' EIFS TRIM NAVAJO Y WHITE SW 6126 - � ;'�,, _ RICK WAINSCOTTING '�,..�' -" T- AT WATER TABLE 15 FF. ZLECTRICAL METER 4' 71�P- EAST ELEVATI(D ON I/e HARDIE BOARD x' DIA. ATTIC VENT / LIGHT GRAY 5W 6126 ^1^r^ �!^ `,,��"I�^I^I►�I^�^P *'�1++1^P'ir't^w �" ^I^1Rf^f+�►^T^�+"r^I'�iR1 r^f^f*t^r^I^I �1 1i�'^ i" y�r�i�t� I�t�l�t�l�r�r�, +ri�rWr+r! �! As i�}M, 5 i i� ► tli4� I )' lip MRoil itAtpll�yg�rR�jll�ilfl��.,w i . • - � -� F FAA p JA kiffilAl of IN i�iswlsr�l-l+�wM+lr�n�- ' F= «ICIA�t�r�r�r�P�t�1�t�l�w=irl� _. �Mt�Ins�l�lr����� � .. �,a���,�}ICU® — -- A �� �`i �' � IIu1111111�111W11W111111111111111111111111111111111111111111111111111111 _ � _ � fill�TAN IllnnunmlalllllllllllllllllllliliR!I - MENumm umm ■o■ man ■0■ Q ��� S■■ SEE OECIDIOM r fi CONTRACTOR • COORDINATE ALL GUTTER5 ■ DOWNSPOUTS SU5CONTRAGTOR. ul 1 i mumu unnuum . '� ■ ■■ �� nlmmml Int!Imm�lunn1un11nu1nnlnnllnnlnnlnm ■■t ■ ■�� r� ■ ■M 0 son ME moons _ MEN __ no 111111111111111111111111111lllllllllllulllu � �_ TRIM, NAVAJO \BRICK WAINSCOTTIWa 'LIGHT GrRAY BRICK U34ITE SW 6126 AT WATER TABLE TRM, NAVAJO WITE SW 6126 $00H ELEVATION (D CONTRACTOR TO COORDINATE ALL ■ ■ DOWNSPOUTS 5UBCONTRACTOR. 'LOU)PROFILE ATTIC VENTS OR EQUIVALENT ■ - �■ �NCRETE TILE At im-441 hMr~#mriut�r t r�orr! rt- OR �w+!!�t�l�lt�s��+st EQUIVALENT, 05:12 I�t�r��ll�trt Irrrr� �r � rid '� I I+Nis.�-_ *M r gy _ wtll�tir� 2L}�i 'Il�iliI�±ki�Ia,/tl e3 o -TE LOU) PROFILE ATTIC VENTS OR EQUIVALENT pr r m DARK GRAY CONCRETE TILE PR EaUI VALENT 05.12 0000 momm MMM MMM I��-� fat _ NE LIGHT GRAY BRICK --SOLDIER COURSE 6• EIFS TRIM NAVAJO WHITE SW 6126 BRICK WAINSCOTTING AT WATER TABLE FR 4' T7P. 121' PLATE SOLDIER COURSE ``6' EIFS TRIM NAVAJO WHITE SW 612+6 iP.RICK WAINSCOTTING AT WATER TABLE FF. TYp.. D a OFFICE 5UILDING #800 91 10 GASB NUMBER ZA21`04a33 Date 04105/21 Drawn Ey MJW eked 59 Mau Revlslvns Q14r lu L3� 9 � 4 �r m a a u n � � F � � W y7� � � 7 Ir Ir) In aWu) �b as N N In N In M W F C7 u [� LL }: CO © W u Z Ld d U n� ED � X Sheet No. Y 1iii1%� �[ � ;'�,, Project No, '�,..�' 19112CON V 4 �r m a a u n � � F � � W y7� � � 7 Ir Ir) In aWu) �b as N N In N In M W F C7 u [� LL }: CO © W u Z Ld d U Sheet No. � ;'�,, Project No, '�,..�' 19112CON Buff eryards Summary Chart - 190617 2 x 8 BOARD CAP SCREW DOWN 1 x 4 WESTERN CEDAR TRIM PIECE 1 x 6 No. 1 WESTERN CEDAR TOWARD RESIDENTIAL LOTS Summary Chart Interior Landscape - 180412 TOWARD OFFICE 2 x 8 WESTERN CEDAR Location Length Bufferyard Width - Type Canopy Trees Accent Trees Shrubs Fence / Screening Height & Material Landscape Area (s.f.) Required 558' 20' Type 0 22 17 78 None North Lots 21, 22, & 23 Provided 558' 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 Lot 20 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 13 None Provided 160' 10'Type A** 1(1 existing)* 2** 10** None 5,419 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. 0 zo Ng 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 TOWARD RESIDENTIAL LOTS Summary Chart Interior Landscape - 180412 TOWARD OFFICE 2 x 8 WESTERN CEDAR PICKETS EDGE TO EDGE Required or Provided Landscape Area (s.f.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (s.f.) Seasonal Color 2 1/2" DIA., .095 GALV. 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 1 5,419 1 75% 1 11 22 135 813 108 Lot 23 Provided 1 10,794 1 100% 1 9 2 existing) 22 135 2,128 196 0 zo Ng 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 TOWARD RESIDENTIAL LOTS TOWARD OFFICE 2 x 8 WESTERN CEDAR PICKETS EDGE TO EDGE BOARD CAP SCREW DOWN 2 1/2" DIA., .095 GALV. STEEL POST (3) 2" x 4" PRESSURE 1 x 6 TRIM PIECE TREATED RAILS ON BACK SIDE OF FENCE a 1 x 4 WESTERN CEDAR a w TRIM PIECE 0 0? 1 x 6 No. 1 WESTERN CEDAR GALVANIZED STEEL POST PICKETS EDGE TO EDGE 2 x 6 PRESSURE TREATED ¢ GALVANIZED STEEL POST TRIM PIECE d w STRAPS. LAG BOLT TO RAIL 1" SPACE MIN., 3" MAX. 2 x 4 PRESSURE TREATED RAILS FINISHED GRADE SLOPE TO DRAIN 2 x 6 PRESSURE " h ISI TREATED TRIM ELEVATION PIECE. NAIL TO BOTTOM RAIL li, " _ POST INTO CONC. FOOTING, AND PICKETS 2-6" MIN. CONC. FOOTING, Y DEPTH CC/"TT/ll.l MIN., REF STRUCTURAL 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. X 0 0 4 29 APR 21 1" = 50' 0 50' Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 100' 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. T 7_,� " I I WELLS FARGO BANK 8'W Existin� 7�on' gS W i �A=Reftl0 Comm0�0� 20 RGIS HOLDINGS LLC I 8"'N20"W Existing Zoning: SP2 '—�� 2c) _ CITY OF SOUTHLAKE Q4000 C�oo�r>roc�rci��0 - M1D1nDo�p �s open 20„ D D - - 20"\N - - pULEV XRD 33 THLpiKE $ Sot ±1570' TO LAKE CREST DR y / DRIVEWAY O � 1502' TO NEAREST 3969 / C 12"W 2"W - I� I li 15' STORM DRAIN I EASEMENT C! I d PIP .. .�,� � � ,, L.' .n. �rtice ,• cial u����/ Mom II �G yj 5,995 0. (under roof) r s IMM • �*`/tl � � L.U.D. tfice Co •r ial ''• - � • r '�I a' . � m � j%'' � : ''1�• �� •:• .rat ; . r . %j _ — RAii i,�•J. �,. >,,,.t.,.• ice: �,. ' O �•- el. Density R i e i I .; � . . . j° Buffer ard & Interior Landscape Plan 1 All s �— ( V'age �. A,INI I roll* } r 4+ d -_20"1N_ rl -- -- -- -- 20"xistmg Zoning: SP2 e20 L.U.D.=ReME Comm erCcM Q Zoning: SP2 - L"UJ D"=GGdaE Cnmm ercW 4 .f 20 W 518.91' MURPHY, TYLER C. LUTHER, ROBERT E. H Existing Zoning: SF20A ill Ii�oc ,[)C�ml��:�� ,'c S�[oi(�m140za1 I T- i I -0+ 3,; o� i .1501' TO WHITE CHAPEL BLVD I FIRST FINANCIAL BANK SOUTHLAKE LOT 1, BLOCK 1, FIRST FINANCIAL BANK ADDITION DOC. NO. D210267208, P.R.T.C.T. 04 4, i 1 18' stacking _ r �► per. Existing Zoning: SP1 doHoDoCoMMQrccoN NM & M, LTD — LOT 4, - H. GRANBERRY NO. 581 ADDITION CABINET A, SLIDE 1628, P.R.T.C.T. ;, `, mid, r N = i Gi Existing Zonir 12"W N M � I CC r L Ln Ln rn Ln n 2 2 M -0 ' rn m 2 a rn ' rn r = Con 2 n Case No. ZA21-0033 on a e Commons Southlake, Tarrant County, Texas Bufferyards Summary Chart - 190617 2 x 8 BOARD CAP QUANTITY TREATEDTRIM EXTEND CAP &TRIM BOARDS SCREW DOWN TOWARD RESIDENTIAL 0— 1" BEYOND END OF FENCE 1 x 4 WESTERN CEDAR TRIM LOTS 2'-6" MIN. Location Length Bufferyard Width -Type Canopy Trees Accent Trees Shrubs Fence / Screening Height & Material T Required 558' 20' Type 0 22 PICKETS EDGE TO EDGE 17 78 None North Lots 21, 22, & 23 Provided 558' 20' Type 0 13 (9 existing)* 10'-12' SPREAD 21 126 None SIZE Required 232' 10' Type B 5 1 x 6 TRIM PIECE 7 23 None East Lot 23 Provided 232' 10' Type B 5 J Q 7 23 None D a w Required 423' 10' Type B 8 4 z 13 42 None West Lot 20 & 21 Provided 423' 10' Type B 8 Juniperus virginiana 13 42 None Lot 20 North Required 225' 5' Type A 2 STRAPS. LAG BOLT TO RAIL 5 18 None Type A Provided 225' 10' Type A** 2 v 4** 14** None Lot 20 South Type F1 Required 519' 10' Type F1 16 1 813 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 1 196 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 6 3 1 13 1 Hedge Lot 20 East Required 160' 5' Type A 2 3 1 13 1 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. Ng a w fgp, —=1�,- ELEVATION 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: X0 0 4 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' 2 x 6 PRESSURE--- RESSURE)TREATED 2 x 8 BOARD CAP QUANTITY TREATEDTRIM EXTEND CAP &TRIM BOARDS SCREW DOWN TOWARD RESIDENTIAL TOWARD OFFICE 1" BEYOND END OF FENCE 1 x 4 WESTERN CEDAR TRIM LOTS 2'-6" MIN. AND PICKETS PIECE single trunk clear to 6'; b & b; I= Quercus shumardii 1 x 6 No. 1 WESTERN CEDAR T 2 x 8 WESTERN CEDAR MIN., REF STRUCTURAL PICKETS EDGE TO EDGE 28 BOARD CAP SCREW DOWN single trunk clear to 6'; b & b; TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. Ulmus crassifolia 2 1/2" DIA., .095 GALV. 10'-12' SPREAD matching growth SYMBOL STEEL POST SIZE (3) 2" x 4" PRESSURE 1 x 6 TRIM PIECE Lacebark Elm TREATED RAILS 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; 167 ON BACK SIDE OF FENCE J Q 1 x 4 WESTERN CEDAR matching growth 10,424 D a w TRIM PIECE 27 4 z °J ^ 1 x 6 No. 1 WESTERN CEDAR 16 GALVANIZED STEEL POST single trunk clear to 6'; b & b; PICKETS EDGE TO EDGE Juniperus virginiana 2 x 6 PRESSURE TREATED ¢ GALVANIZED STEEL POST NOTE: ALL TREES TRIM PIECE d w STRAPS. LAG BOLT TO RAIL 100% 1" SPACE MIN., 3" MAX. 25 158 2,614 132 v 2 x 4 PRESSURE TREATED RAILS 5,419 FINISHED GRADE 11 22 135 1 813 1 108 SLOPE TO DRAIN Provided 9,405 100% 9 2 existing) fgp, —=1�,- ELEVATION 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: X0 0 4 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' 2 x 6 PRESSURE--- RESSURE)TREATED PLANT NAME QUANTITY TREATEDTRIM CONDITION / REMARKS Crape Myrtle Lagerstroemia indica 'Tuscarora' 14 PIECE. NAIL TO T ' 16 POST INTO CONC. FOOTING, BOTTOM RAIL 30 Gal. / 8' HT. 16' SPREAD 2'-6" MIN. AND PICKETS 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; I= Quercus shumardii CONC. FOOTING, 3' DEPTH T matching growth MIN., REF STRUCTURAL SECTION 28 3" CAL. / 14'-16' HT. / 200' Plant List and Schedule LARGE TREES SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS Crape Myrtle Lagerstroemia indica 'Tuscarora' 14 Live Oak Quercus virginiana 16 3" CAL. / 14'-16' HT. / 10'-12' SPREAD single trunk clear to 6'; b & b; matching growth 30 Gal. / 8' HT. 16' SPREAD Red Oak 12 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; container grown; matching growth Quercus shumardii Vitex agnus-castus 10'-12' SPREAD matching growth 26 Cedar Elm 28 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. Ulmus crassifolia full growth; 36" o.c. 10'-12' SPREAD matching growth SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS i 1 Lacebark Elm 7 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; 167 Litmus parvifolia sempervirens 133 10'-12' SPREAD matching growth 10,424 100% 13 27 167 3,092 Eastern Red Cedar 16 3" CAL. / 14'-16' HT. / single trunk clear to 6'; b & b; 75% Juniperus virginiana 25 10'-12' SPREAD matching growth NOTE: ALL TREES TO HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. SMALL TREES 100% 13 25 SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS C -5) Crape Myrtle Lagerstroemia indica 'Tuscarora' 14 30 Gal. / 8' HT. / 6' SPREAD container grown; matching growth ® Little Gem Magnolia Magnolia grandiflora 'Little Gem' 52 30 Gal. / 8' HT. 16' SPREAD container grown; matching growth . Chaste Tree 54 30 Gal. / 8' HT. / 6' SPREAD container grown; matching growth Vitex agnus-castus 1 GAL. /30"=36" HT. / full growth; 36" o.c. 26 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 full growth; 36" o.c. 100% Abelia x grandiflor'Kaleidoscope' SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS • Burford Holly 3 GAL. / 5' HT. / full growth; 36" o.c. C -5) Ilex cornuta 'Burfordii' 36" SPREAD O O Dwarf Nandina 'Tuscan Flame' 3 GAL. / 24"-36" HT./ full growth; 36" o.c. w Nandina domestica 'Tuscan Flame' 30" SPREAD Seasonal Color Seep Muhly 1 GAL. /30"=36" HT. / full growth; 36" o.c. 26 Muhlenbergia reverchonii 36" SPREAD 1,923 O Kaleidoscope Abelia 1 GAL. / 24" HT. / full growth; 36" o.c. 100% Abelia x grandiflor'Kaleidoscope' 36" SPREAD 321 NOTE: ALL PLANTS TO HAVE FULL GROWTH AND BE MATCHING WITHIN VARIETIES. 310 GROUNDCOVER SYMBOL PLANT NAME QUANTITY SIZE CONDITION / REMARKS ME Groundcover Im Seasonal Color NOTE: ALL PLANTS TO HAVE FULL GROWTH AND BE MATCHING WITHIN VARIETIES. Landscape Plan C I m � 15' STORM DRAIN ) ENT I 6o k*4k G 00 15' WATER EASEMENT 15' DRAINAGE EASEMENT a ZI o QLn d 00 0� M LD H �O Of J N.. (D U ; o ►` Qz01 15' SEW R —U EASEME T p 00 P"111, _ 8"W R- 546.50' ' c^ Summary Chart Interior Landscape - 190617 C -5) M N O O CDII Landscape Area (s.f.) Z w 15' DRAINAGE EASEMEf T .I WELLS FARGO BANK �9 Existing Zoning: SP2 doULD=�°3c��ao0 (� Lxlsting Lonmg: Irl_ �o�JoDoG,3c°�4ai0 (�©�r�c°�rcoa0 __ _ oULEV ARS T KL AKE $ - - - 0_7 C, 0 -,. ±1570' TO LAKE CREST DR WAY TO NEAREST DRIVE O'DONNEL, PETER .;� __KESTER, PAIGE A. Existing Zoning: SF20A 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. BLOCK 1 - STRATFORT PARC CABINET A, SLIDE 9334 P.R.T.C.T. I� Iva W NA 2CK2 LLC Existing Zoning: SP2 i� doH&=Raft 0 CommarMa0 411111in Wel- �1 ' Existing Zonit L.U.B.=Uffice C Existing Zoning: SP2 - - auk �or��c°arcoa� hl Fi o - Existing Zoning: 01 i 74' stacking distance L- 145.49' U O r R- 546.50' ' c^ Summary Chart Interior Landscape - 190617 I Ch.- S 09054'36"W 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 61658 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 v Required 5,419 75% 11 22 135 1 813 1 108 Lot 23 Provided 9,405 100% 9 2 existing) 22 1 135 1 2,428 1 196 W NA 2CK2 LLC Existing Zoning: SP2 i� doH&=Raft 0 CommarMa0 411111in Wel- �1 ' Existing Zonit L.U.B.=Uffice C Existing Zoning: SP2 - - auk �or��c°arcoa� hl Fi o - Existing Zoning: 01 i 74' stacking distance L- 145.49' U O r � r W Case No. ZA21-0033 Southlake Commons Southlake, Tarrant County, Texas R- 546.50' ' c^ I Ch.- S 09054'36"W 145.06' M s' rn I > A I M m r = ' o, n_ R.O I,y n � ,L- 13,21' ; R- 1146.50' - S 1 52'00"W �' L on U — -13.21' � O o r _ 1 a M 1� v N41,9 / A O 6 �I CCW � r W Case No. ZA21-0033 Southlake Commons Southlake, Tarrant County, Texas Buff eryards Summary Chart - 190617 PO Lot 20 Summary Chart Interior Landscape - 190617 Lot 22 Lot 23 Total Zoning SP -1 Location Length Bufferyard Width - Type Canopy Trees Accent Trees Shrubs Fence /Screening Height & Material Office Commercial Required 558' 20'Type O 22 17 78 1 None North Lots 21, 22, & 23 Provided 558' 20'Type0 13 (9 existing)* 21 126 None 51 Required 232' 10' Type B 5 7 23 None East Lot 23 Provided 232' 10' Type B 5 7 23 None Provided 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. Site Data Summary Chart - 191205 PO Lot 20 Summary Chart Interior Landscape - 190617 Lot 22 Lot 23 Total Zoning SP -1 Required or Provided Landscape Area (s.f.) % of area in front or side Canopy Trees Accent Trees Shrubs Ground Cover (s.f.) Seasonal Color Office Commercial Required 12,822 75% 26 51 321 1,923 256 Lot 20 Provided 39,142 100% 7 (79 existing) 51 321 4,560 310 20.93% Required 6,658 75% 13 27 167 999 133 Lot 21 Provided 10,424 100% 13 27 167 3,092 158 Lot 22 Required 6,334 75% 13 25 158 950 127 Leasable Square Footage broken down by use Provided 8,213 100% 13 25 158 2,614 132 12,667 sf Required 5,419 75% 11 22 135 813 108 Lot 23 Provided 9,405 1 100% 1 9 2 existing) 22 135 2,428 196 Site Data Summary Chart - 191205 PO 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 Sete 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 bts) 1 space / 184 aggregate s.f. for al parcel 1 space / 184 aggregate s.f. for all parcels 1 space / 184 aggregate s.f. for al parcel 1 space / 184 aggregate s.f. for al parcels i space / 184 aggregate s.f. = 339 spaces Parking Spaces Provided (shared parking esmt for all bts 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 End 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: 0ooo 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' 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 �(3) 2" x 4" PRESSURE TREATED RAILS ON BACK SIDE OF FENCE 0 BO GALVANIZED STEEL POST 2 x 6 PRESSURE TREATED TRIM PIECE 1" SPACE MIN., 3" MAX. c•nisucn r_onnr LLL -I IVIY -Al- oocmon TAI Tnnrnon nccrrc L01 2 x 6 PRESSURE TREATED TRIM PIECE. NAIL TO BOTTOM RAIL AND PICKETS 8' Cedar Fence w/ Cap on Steel Columns SECT 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, T-6" MIN. CONC. FOOTING, T DEPTH MIN., REF STRUCTURAL Notes: 1. All sidewalks are concrete. 2. Entrances & exits to buildings ++ 3. All sidewalks are 5' wide. 4. Parking Lot Lighting E0 WELLS FARGO BANK i < •OILExisting Zoning: SP2 --- _ ' LoM•Do-G��tl�o� C�orn��c°�mc�o�� � RGIS HOLDINGS LLC ' I Existing Zoning: SP2 CITY OF SOUTHLAKE ; Ek L.U.D°=R0aH Cai-rImI / 20" MKT v. / p yrn Existing Zoning: CS p rn -20 B 0 LE14 v AR LAKE / N 8241148"E 141.01' �_Ai 4 A ±1570' TO LAKE CREST DR :r WNEAREST DRIVE TO n C 1 S(12' 0 I. • 40 .N I 4 00 Ltd° `M+I O' U CD z z I 1 � U0 I. 3 � a DO 0 M oJl� W > N -1o H PO N - � II .y o W .�I I 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 �(3) 2" x 4" PRESSURE TREATED RAILS ON BACK SIDE OF FENCE 0 BO GALVANIZED STEEL POST 2 x 6 PRESSURE TREATED TRIM PIECE 1" SPACE MIN., 3" MAX. c•nisucn r_onnr LLL -I IVIY -Al- oocmon TAI Tnnrnon nccrrc L01 2 x 6 PRESSURE TREATED TRIM PIECE. NAIL TO BOTTOM RAIL AND PICKETS 8' Cedar Fence w/ Cap on Steel Columns SECT 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, T-6" MIN. CONC. FOOTING, T DEPTH MIN., REF STRUCTURAL Notes: 1. All sidewalks are concrete. 2. Entrances & exits to buildings ++ 3. All sidewalks are 5' wide. 4. Parking Lot Lighting E0 WELLS FARGO BANK i < •OILExisting Zoning: SP2 --- _ ' LoM•Do-G��tl�o� C�orn��c°�mc�o�� � RGIS HOLDINGS LLC ' I Existing Zoning: SP2 CITY OF SOUTHLAKE ; Ek L.U.D°=R0aH Cai-rImI / 20" MKT v. / p yrn Existing Zoning: CS p rn -20 B 0 LE14 v AR LAKE / N 8241148"E 141.01' �_Ai 4 A ±1570' TO LAKE CREST DR :r WNEAREST DRIVE TO n C 1 S(12' 0 I. • 40 .N I 4 00 Ltd° `M+I O' U CD z z I 1 � U0 I. 3 � a DO 0 M oJl� W > N -1o H O'DONNEL, II� ' 1. - 1'11 - -- 1'1 - -� - - 1111111- -- = - A-- L_❑CATI❑N MAP .M 5, i FIRST FINANCIAL BANK SOUTHLAKE LOT 1, BLOCK 1, FIRST FINANCIAL BANK ADDITION DOC. NO. D210267208, P.R.T.C.T. iV L�- 145.49' R- 546.50' Ch.- S 09054'36"W 145.06' 1 W .5. ESMT. / 15' BUI ring Llne 15' S ESMT. I C rr ✓ 5:: T✓Til - - 13,21' I W R- 114fi.50' 9995'2 Ch.- S 1� o 521 00n W on 18' stacking distance ' 13.21' Existing Zoning: SP 1 Q N � O NM & M, LTD - a 't 1117, N'SERRY N6 AD A, SLIDE 1628 T.0 � I ti � Case No. ZA21-0033 Q,d_� -1 -111111 4--E I " 1 7- 1111 1 1'd� _"r,% -Ir" d-I'lk Southlake, Tarrant County, Texas PO N - � II .y o W O'DONNEL, II� ' 1. - 1'11 - -- 1'1 - -� - - 1111111- -- = - A-- L_❑CATI❑N MAP .M 5, i FIRST FINANCIAL BANK SOUTHLAKE LOT 1, BLOCK 1, FIRST FINANCIAL BANK ADDITION DOC. NO. D210267208, P.R.T.C.T. iV L�- 145.49' R- 546.50' Ch.- S 09054'36"W 145.06' 1 W .5. ESMT. / 15' BUI ring Llne 15' S ESMT. I C rr ✓ 5:: T✓Til - - 13,21' I W R- 114fi.50' 9995'2 Ch.- S 1� o 521 00n W on 18' stacking distance ' 13.21' Existing Zoning: SP 1 Q N � O NM & M, LTD - a 't 1117, N'SERRY N6 AD A, SLIDE 1628 T.0 � I ti � Case No. ZA21-0033 Q,d_� -1 -111111 4--E I " 1 7- 1111 1 1'd� _"r,% -Ir" d-I'lk Southlake, Tarrant County, Texas Trees Total Less Trees R.O.W Trees Net of R.O.W. Tree % Saved Trees 1* 143 - 143 75.26 Borderline Trees 6 - 6 3.16 Trees to be Altered Am 41 - 41 21.58 4" CEDAR 190 0 190 100.00 Tree Canopy Coverage Total site area Total existing canopy Preserved tree canopy (green) Possible preserved tree canopy (yellow) Removed tree canopy (red) 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) 326,737 20,598 14,838 1,563 4,197 s.f. s.f. s.f. s.f. s.f. --> --> --> --> 6.30% 72.04% o 7.59% 20.37% 224 8" CEDAR 225 8" CEDAR 226 6" HACKBERRY 231 10" CEDAR 737 6" CEDAR738 780 6" CEDAR 740 X" DOUBLE 742 12&10" DOUBLE 743 18" COTTON 746 1 12" CEDAR 785 4" CEDAR TREES TO REMAIN Tree # Size & Species 748 10" CEDAR 4" 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 1478 5" 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 p 260 Miron Drive, Suite 100 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 p 260 Miron Drive, Suite 100 Southlake, TX 76092 817-552-7783 Planner: SAGE GROUP, INC. Master Planning Urban Design Architecture I ' 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 1 5" TREES TO REMAIN Tree # Size & Species 1488 6" 1489 4" 1490 4" 1491 5" 1492 4" 1493 4" DOUBLE 1494 4" 1495 4" 1496 5 5" " CEDAR 1497 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 _» 29 APR 21 1"=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 10" 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" CITY OF SOUTHLAKE ,I,_ 15' WAT R EASEME T Lu00 U-1 o 6 � 15' DRAIN GE o EASEM NT Q z U Z U Ln H o Q a N 00 0 O - � 0 � J O C), 00p > 2:o 15' SEW R~ c5 EASEMENT J 1 m A 7 .z 4. Existing Zoning: SP2 — " V WELLS FARGO BANK _ Existing Zoning: SP2 LIJA ftal 0. ll uG u a (au _111; 2CK2 LLC 20"W Existing Zoning: SP2 L.M .=VMaH Commudd — ' �i o 3 l ,8"W -\ �- 4] N � Lot 20 B a g. io ' z Lot 2QJT dg. 9 Lot 2QJT [Adg. is 0 — 5 I F- 10 / 150 —�1 3` P30 �f.- to e�reef� —i-0 x''33 W I 1558 1 715��5f2151 34 15' DRAINAGE L — —� — T�-� — — —� — _ �'-� �T5 - �`JI51 i 40' Building Line 40' Building Line 40' Building Line 46 1 X151 X37 EASEMENT ) 15521547 554 1518 j 777 1549\\ — - 154 1535 ,� I - - 6 Type „F 1„ B4 1530. L�j 7 �540 BM 1 LL� S 89031'45"W 518.91' / / i —155 . « ,42 ' X1520 O'DONNEL, PETER 8' Cedar j - KESTER, PAIGE A. - \_ jURKE kWGAk_E= 4 X760 MURP�Y, TY7Lttk� 768 \_769 ""LUTHER,jRq§EQr E L 1521 HOFFMA_ HOLLY L. 150 Cap S ExistingZonin SF201557 ExistingZoning:SF20A Columns o g' BLOCK 1 STRATFORT PARC CABINET A, SLIDE 9334 P.R.T.C.T. Mi uk, R F1 ,Jwbj0 14 IL Existing Zoning: SP2 L.U.B.=G3c ad 000 0 o�ooa� Q N , Existing Zoni L-U-D-=0Hx00 ( L 12"W- N ��1 6 MAIIIIIIIiiii. IUreM N �Zpni g- C)1 1 24' R0S5 ACC SS, EMERGENCY AC ESS, Q 6o ic�roha0 DRA�NAGE & ltIU Y ESMT., TY BALL DRIVES L_ 145.49' CO / u' R- 546.50' `^ Ln / 1 rn Ch.- S 09,4'36"W = _ I a 145.06'm rn I > m I Llot 2QyT gId9. 6 t I \ n I ' 5,167T(u�r roq I / J R n i l i 0. W. AT, / ui Line 15' S . ESMT. i / /V '• 7Ti 777177 'T 7/7/h i ' ' T 13Y 2 1 _. R- 1146.5 t�li.- S 1752'00"W 6b; I � 18' stacking distance 13.21' Existing Zoning: SP1 �oMnDo04ior (�o��a�ooa0 � 4 NM & M, LTD r - W \ M RANBERRY NO. 581 ADDITION •.8 F A, SLIDE 1628, P.R.T.C.T = O / w Av ti • Case No. ZA21-0033 L! 117 7 4_1k 1 fl I T!1 t '!1 Wl VVI d-1 Vl C1 Southlake, Tarrant County, Texas