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HomeMy WebLinkAboutSU2020-01G_ CL rr LLj J / J Q m Y SITE �'� --- 2' CONCRETE ' ;, � > •• RUNNER �. ,• .G SITE DATA SITE NAME LOT NUABE•R STPE AREA BUILDING COVERAGE DENSITY BUILDING ,ai.Cktrur II_MPERVIO+US AREA OPEN SPACE PARKING 121 COMMUNITY CHURCH LOT 1R REQUir= 30,000 S.F. 193,710 S.F. 601w. MAX 50'-0" 1258,580 SF (80% MAX) 64,570 SF (209e MIN,) 272 SPACES (6 HC) PROVIDED 322,850 S.F. 39,900 S.F. 12.4% 48'-O" 1233,595 SF (72.4%) 89,254 SF (27.67.) 448 SPACES (9 HC) ' T r CONCRETE > m» • PAVEMENT ;'• • 63 ` M 2' CONCRETE I > ' RUNNER IRA E. WOODS AVENUE (STATE HIGHWAY 26) VARIABLE WIDTH RIGHTOF WAY r>• m CONCRETE;. PAVEMENT ' m • CONCRETE >.• PAVEMENT 11 , CONCRF.PE J • ' r J PAVEMENT ' <2' CONCRETE ' , • • . 2' CONCRETE �< < 40 80 ON RUNNER D] RUNNER EXISTING 25 . • m CONCRETE 0 40 •> . . < •<' 10' UTILITY EASEMENT NCRETE m GUARDRAIL LANDSCAPE �uADRAiI. L=4i3.1 /� PAVEMENT PAVEMENT m €TRACK EXISTING 25 DOC. N0. 0216207535 . b EXISTING CHU CH R=7940A EXISTING EASEMENT SCALE IN FEET P R T. T., N5 5.2'04 E d' CONCR� • +I D, N D216207595 BUILDINGN52°43'15"E - 67.92 MONUMENT SIGN PAVEMENT a=2585 °� 4\<• r.c.T. BACK , • • T ...-f .... - CREEK COLUM IN r "' .�f3- 0117-41 .1+ -- - --... _ - P.R.T.C.T. SET �µ.ti 9' CON; RFTf �SID1iwALK _ 5' CONCRETE Si BALK BRICK RAMP oCANYON r' l — --- - _. o a _ ; v �` Q SIGN P a OAKF ST _- _ - - - ?-- / / -� / SIGN L ONCRETE { T T` j OLD -MILL RUN - X / - ; RAM=s q� CREEK w 3 rvr.£ j } , , / • %� - - - _. - 1 f - PLANTER - �-� FyF > W EXISTING RETAINING WALL ' -- / / ---- - / /-- I------T-------- ---_ — XMONU STORAGE ----- ---_ _ ---- - r � 35.2' � 10 cbtiL LV.�9tat��6Ta. Y / — — — — — — — — � l 1 -I- — MONUMENT SIGN r CO REN6.WRO0WTj j�90 FENCE 40' BUILDING LINE / �y� ✓ T -` ,1 - -� - DOC NO. D207346359 VICINITY MAP No. D2o9306s4s // / I I I i ( !! A� ff i • j• ! �T P.R.7.C�T.� / ; 25' BUILDING D27LINE 014 NOT TO SCALE f - % / / ,I / /�eOc��I�y 7i _ I I + - I % i } ACZESS EASEMENT P.RCTCT. O D2 2O 906 �1 ! w P " N DOC_ NO. D207346339 ~• EXISTING CONCRETE PAVEMENT ` ! lh ! D.R. T.G.r. . j /� EXISTING 10' MIN. / i I "- • -Tb' SANITARY SEWER 12204 REAN77ON `� / j 4j, t#.. $UF FER .1- _ --a . 1 EaEMENr I / / / I ! I J I �D C NO.PD207346359 ZONING: 10' DRAINAGE 8£ r" %/ -{-- ---V- I - - NSER CORPORATION ! I 1` P a C.T- COMMUNI TY COMMERCIAL UTILITY EASEMENT / /j ? - 25' 2s, I __ i - EMENT ( CONCRETE ZONING' "GU" / DOC. NO. D209306549 / - � / � -�"`^-�- - I ' VOL. 9076, PG. 1502 I ( P.R T C.7 / - - -- --� - - 1 - ] }� - I �_ -I 1 Q f ! 70' FIRE &COMMON ACCESS, GOVERNMENTAL USE DISTRICT / / I / - 25'- PG. 358 + j � DRAINAGE & UTILITY EASEMENT AB. A, PG. 72204 25' �� 1 DOC. NO, D207346359 rypLOT 2A, BLOCK 1 LOT 1, BLOCK 1, --_ I j', © P R.r.c. T. T)'Pq. W.R. LAWLER ADDITION NO. 2 EDUCATION CENTER ADDITION N0. 3 �P5�6ya y / / -.---�~---' — ! 'I' 4 r7 (GAB. A, SLIDE 12432) �j / ♦� �i - I / / I TYP CONCRETE / - - -- _ N {CAB. A, SLIDE 460) /^j - %� ---- /r 25a ? i / ��► P o �. I / ! r tx FOELj HERITAGE R GRAPE VINE-COLLEYVILLE INDEPENDENT SCHOOL �- ��h / /\ �.000' -_ Ijl �LI E GE GRAPEVINE PARTNERS, INC. DISTRICT Q. /, D� i\ s �' 1+I — - I _���/ - _�_ 11 ---- --- - - - --- - ! Q i (INST. NO. D204099088) All 10 MENT- DO NO. D21620 95 ' 4 � / �;i `� � �I � ---__----_---._ / / .. - _ -----__`!-- �� Q. f�, EXISTING ZONING: CC EXISTING ZONING. GU FO��/ /" `� ~' i X[STiNG 20' ' t '` T ! / ! I 11 I � PAVE . ENT 7` --- BUILDING LDI N G ! r ! i 24' FIRE LANE, COMMON ACCESS, - SETBACK I- t ' ' DRAINAGE AND U71LIT EASEMENT 2204- �- % _� -S 25' BUILDING LINE / �J EXISTING 10' MIN. c�'n �'--- - _ - - _ , / i # _ _ 1 _ Doc. No. D2P R.T. os ! P R. T.C. T. DOC NO. D2Q734fi359 PARKING BUFFER �`� ..._.-- -- -- 1•' - - ""-- P.R.T.0 T. EXlS17NG CONCRETE PAVEMENT i. � �� � — Q' EXISTING 20 / ( ( I -- - - - -- - - ACCESS EASEMENT �„•- � t , r ✓ -.-_� -__ N DOC. NO. D207346339 BUILDING / �' 1 — / I 9 = -- ' - - EX1Sb7NGdSI _ 0 9-1.c T. rl j i j ! CONCRETE- - - - SETBACK / \ f / _.� I?F�VAL ., a a n� r. _1- __ "-AVFM - _ / tcf %_ ! ) j 8' FIRE LANE, _0Af — / r , ,70' w TER EaS£MEN v ! J �DRgINq & UTILITY ACCESS, ' / ♦� t� 10' E EASE 75 5 - 1 - --__. - 7 I LITY EASEMENT ! !% DOC. NO. 0212014906 \ / >EXlS71NG CONGR 7E PAVEMENT P.R.T,C_T. v ' - c 1 - �! Q -f--- j 25' BUILDING LINE- / / � CN / / - PR 'E T .__.1t � � P.R.T.C.T. 19'-2" LOT IR, BLOCK I, v 1 4 J i ! /-DOC. NO- D212014906 ,-- -` -•�" R.T.C. T. < • - / PHILIPPIANS ADDrf}ON EXISTING 10 MIN. _ i' 7.415 ACRES �r� j✓_L/!1 f U i PARKING BUFFER / -- - -_-- I �f — � _. � :._.�l � � {322,850 SF) ; � ;�t�,.__•_- _II i - t0" i IRE &COMMON ACCESS, a PART OF HILLSLEIGH DRAINAGE &UTILITY EASEMENT a v COMPANY C9 o tt' Z 1 AB. A, PG. 12204 / COtrCkETE ' S5�Y*RIPRAP 5'45"W 193.20' —�— I `7l" - )OOC. NO. 0207346359ICHANNEL RIPRAP ONE{VOL.9704,PG.753)f� ---(/y ! ' P.R.T.C.T,LOT 1A-1R, BLOCK 1 I -StTJOnRIY --�- ��' -_ -__�1 W.R. LAWLER ADDITION NO. 2 CONCRETE WALL T014dATEF� UAENG 1 - e •J 1 ! 1 I FUTURE UAI _L .j 1 `` 25' BUILDING LINE (INST. NO. D212014906} i �l-�-o-d} 3 - ,_---_ DOC. NO. D212014906 - --. /'� HJGMtN �= ON -STORY AB. A, P 12206 � � lop �> _ 25a j~- � ( ' P.R.T.C.T. LL1 ,� ' BRICK 6UtOttsv , 6' 0 T OC. NO. 20734636j �; - 1' U -` - • _ - BECKY COATS + IR N F CE P.R. T.C. T. ' �' ICONCRETE r 10' SANITARY SEWER N 1 25 FIRE TAP - �� ' PAVEMENT EASEMENT ! -- (INST. N0. D208087005) / 35 INPUBLIC EXISTING 20 --- LANE -e - - 11 ! ; CAB A, PG. 12204 C / DRAINAGE EASEMENT `'- -.- DOC. NO. D207346361 BUILDING I ( _ z` t r ' (; EXISTING BUILDING 53,9005F. + 1 DOC. N0. D207346359 EXISTING ZONING: CC D.R.TC.T. SETBACK I I -� U) PROPOSE.DE.NCLOSEDDECK 9985E a ��- ��_ I ` 1 �" J ' P.R.T.C.T. -` CONCRETE TOTAL BUILDING SQUARE FOOTAGE,: 54,698 _ 25' BUILDING LINE � � � < PAVEMENT L + ' 0 E ��- ! ! ! DOC. NO. D212014906- / EXISTING 1O MIN. �- j ! P.R.T.C.T. I t PARKING �BU�FER / ► I r `` ! _ �, 2'X2' COLU- / ORPORATION t_ i - ~! - / _ ---- i (iYP) 6. XlS77NG SIDEWALK y 25 FjRE 9016, PG. M1502 ' , 7/ --"-L' WOOD EN�CE- ��LANE VOL ass S58 °59' /X - D.R.T.C.T. )' ! , / / 27'1N. 102. 78. y�WAT£R LINE EASEMENT - - - i < j r' / /``�, CAB. A, PG. 12204 BY I _ — SHADING ELEMENT 1 r+ ! % / / 15' WATER LINE EASEMENT —PERMIT #23-04019 REF./ j j Ir I / P.RT C. L D207346353 / I ( _ ! CAB. A, PG. 12204 ` DOC. NO. D207346359 IO" wA i R LINE EASEMENT r 207346337�'- ( I �f P.R.T.C.T 20' LANDSCAPE BUFFER 1 / YARD EASEMENT � / / / / / R.7.C.7. ! + rl I j / 20' LANDSCAPE BUFFER CAB. A, PG. 1220k NOES; "1' WA R EASEMEN '-"j--!' ' i / a YARD EASEMENT DOC, NO. D207346359 % \ _.. DOC. D21620759 ! \ 75' ACCESS EASEMENT I I / / / / J� 1 j � / i �1-- cA$. A, PG. 12204 P,R.T.0 7 1 • PARKING SPACES DIMENSIONS ARE CAB. A, PG. 12206 I I -.o --�-- K _ j7--P.R.T.C. .- �� - - -j- t,I , ' / �• DOC. NO. D207346359 9 FEET WIDE BY 18 FEET LONG. DOC. NO, D20734636T r '9 P.R.lC.T. / T - - EXlS77NG SIDEWALK ! , f / /— / \ \ P.R. T.C.T. I , - 5 1 ��I� ' ! % EXISTING 20 -�- �— [ . F r _._.. _i,I f�- r-J I1- -' ' ! / ! " #�v MAE VONNE WYCHE \ \ \ BUILDING I 1 j MPS' ER f�( l - j;hjb6' WOOD (VOL. 4699, PG 791) ---- ! _ r / _ - - _ SETBACK I � _ _.__..... --_ ���� _ = I sgNlr Y / j _! - .,, "' � ��� FENCE EXISTING ZONING: R-MH \ \ --y----- ACCESS EASEMENT to DOC. NO. D207346341 OC. NO. D207346339 z �, EXIS77NG CONCRETE PAVEMENT D.R.Tc r. / y � . ') PLANNING APPROVFr, D.R.T.C.T. !. ZONING.- "RMH" / 10' WATER LINE EASEMENT \ \ \ \ ' RONRFOENCE ' SAN TARY SEWER EASE E T SANITARY SEWER EASEMENT ACCESS EA ENT r! N `• DOC. NO_ D 346339- ! 70' SANITARY SEWER EASEMENT 1 / CAB. A, PG 12206 / �� \ \ GATE DOC NO. D20734634 DOC. N0. D20734634i- DR.T.C.T. I /' DOC, NO. D207346359 MANUFACTURED 411 24 / DOC. NO D207346361 \ \ / ,I O.R. .C.T ! 1 CAB A, PG. 12204 HOME DISTRICT P.R. T,C.T. !x P.R. .C. T. CONCRETE t ' PAVEMENT I SIGN ` 4 PAVE _ \ \ •. 43-86 " - _ ACCESS E MENT - OC. N0, D20 46339 \ h - j < �" CO TE D.R,T.C.T. __. LOT 2, BLOCK 1, �' /� - ' - - r _ . _ — _ - - PAVEMENT PH1LlPPiANS ADDITION S55.11'3 463 40' ' HILLSLEIGH ADDITION / \-+;ONCRETE - PUBLIC UTILtTY EASEMENT CCESS EASEMENT / <"-' f' / ! "- T ON / . 6 s CA PG. t2206 i� � DOC. NO D207346336 �O N0. D 463 1 /' INST. NO. D207346361) oc,Bic w r — — _ _ D.R.T.C.T. \ �- / / LOT 9R, BLOCK 1 F T72.5' ACC S EASEMENT i --- - - - - - _- �f�.T.C.T. 15' SANITARY ScSEMENT CAB. A, P 12206 I I Lt A T " / CUiCRETE7.415 acres Situated in the CAB. A SLIDE 12206 FCqB. A, �_ : / PAV;.VEL:T > / / CAB A, PG. 12206 DOC. NO. 02073463451 I I p� N _ __..• \ \ \ \ / / / DOC. NO. D207346361 P.R.T.C.T. 10' WATER LINE 1ST CHOICE SELF STORAGE, _ i EXISTING 2� 3 S. S lane Survey,Abstract No. 1453 & INC. / /--PR.T.C.T. I I P.R.T.C.T. I EASEMENT \ / / p INST. NO. D206319777 � / I DOC. N0. 0276207593 BUILDING () + P.R.T.G.T_ SETBACK /\ �` NOTE p y Abstract No. 1532 �t EXISTING 10 MIN.- � I / \ � /" ex Thompson Survey, PARKING BUFFER / in the EXISTING ZONING: CC f/ I / / i THIS SHEET IS TO AMEND THE PREVIOUSLY APPROVED SITE ZONING: "CC" / I I ENSERCH CORPORATTON / / / / PLAN OF SU20-01, SU 15-04 SPRC, SU 15-02 (ORD. 2015-21) FOR City of Grapevine, COMMUNITY COMMERCIAL f I I VOL. 9016,' EASEMENT 1502 f / / / ,y A PLANNED COMMERCIAL CENTER TO ALLOW A CHURCH IN Tarrant County Texas PART OF VOL. 9076, PG. 358 -ANON-RESIDENTIAL DISTRICT, TO ALLOW THE ADDITION OF ST CHOICE SELF STORAGE, INC. °R.Tc.r. -'� �'` / / WATER LINE EASEMENT 0.757 ACRE TO THE SITE. THIS REQUEST IS SPECIFICALLY TO Case Name: 121 Community Church / / DOC. NO. 02073,16338 ENCLOSE A 998 SQUARE FOOT PATIO. Case No. SU20-01 (INST. NO, D206319777) / D.R.T.C.T. TRUE PLAN / NORTH NORTH Ol DIMENSION CONTROL FLAN EXISTING ZONING: CC Submittal Date: 01/0612020 SCALE: N.T.S. MESA m P CRESTHAVEN w - I JH�JAR DGE OD VEST HILL 4Q Uj m OOL SHIRE F I SOUTH RIB TONE c r , c3 cra, ..-► 04/05/24 McCASLIN ASSOCIATES 6500 Greenville Ave. Suite 180 Dallas, Texas 75206 (214)520-2500 FAX: (214)528-2001 www.mccaslinassociates.com ARCHITECTURE CONSTRUCTION MANAGEMENT ESTIMATING INTERIORS PLANNING ISSUES/ REVISIONS 06/15/23 Feasibility Study ............. 08/24/23 Schematic Design Issue 1.2/0.1/23.. Issue.for- Con struction 020/2 03/24 City Comments - 1 03 03/27/24 City Comments-.2••....._•. ® 04/03/24..CityComments - 3 ....................... 50 04/05/24 Revision - IEEE........._ U W w J W o �C) W - � I� :- O W - z < U N W O U JOB NO.: 2327 TDLR: TABS2024006416 DESIGN: CAP DRAWN: CAP CHECK: SAM DATE: 12/01 /2 3 SCALE: AS NOTED DIMENSION CONTROL PLAN -A-1.Oa TO TOP OF GABLE ELEV. = 148'-0" TO PARAPET ELEV. = 139'-0" B.O. EIFS BANDING ELEV. = 131'-0" T.O. OVERHEAD DOOR OPENING ELEV. = 126'-6" FINISH FLOOR ELEV. = 116'-6" FINISH FLOOR ELEV. = 100'-0" TO TOP OF GABLE ELEV. = 148'-0" TO PARAPET ELEV. = 139'-0" TO PARAPET ELEV. = 1 18'-6" FINISH FLOOR ELEV. = 116-6" TOP OF CANOPIES ELEV. = 1 13'-6" FINISH FLOOR ELEV. = 100'-0" c Q. SITE DATA SITE NA" LOT Ni"M? SM ARC! BUILDING COVERAGE BSIMM BUILDING t�aj llOMMOUS ARSA OPEN SPACE P:AR13NG 121 COMMUNITY CHURCH LOT 1R REQUMM 30,000 S.F. 193,710 S.F. 60% MAX 50'-0 " 258,580 SF (80% MAX) 64,570 SF (20% MIN.) 272 SPACES (6 HC) PBOVIDSO 322,850 S.F. 39,900 S.F. 12.4% 48'—O" 233,595 SF (72.4%) 89,254 SF (27.6%) 448 SPACES (9 HC) NOTE THIS SHEET IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF SU20-01, SU 15-04 SPRC, SU 15-02 (ORD. 2015-21) FOR A PLANNED COMMERCIAL CENTER TO ALLOW A CHURCH IN A NON-RESIDENTIAL DISTRICT, TO ALLOW THE ADDITION OF 0.757 ACRE TO THE SITE. THIS REQUEST IS SPECIFICALLY TO ENCLOSE A 998 SQUARE FOOT PATIO. .. i IIIIIIIIIII�I,�„I►11�11L1111111 I i, ,.ii� � :: - - 1 CONTROL JOINTO II _ hi Jh•. IIL. I T 1. 2 PROPOSED WEST ELEVATION WITH ENCLOSED STUDENT DECK O SCALE: 3/32" = F e PARAPET &GUARD] SCOPE OF WORK RAIL TO BE REMOVED DEXISTING WEST ELEVATION SCALE: 3/32" = F 0 10, 20' 0 A 30 CONTROL JOINT NOTES 1. INSTALL CONTROL JOINTS IN ALL GYP BD WALLS AT BOTH SIDES OF DOOR. 2. INSTALL CONTROL JOINTS IN ALL CORNERS. 3. INSTALL CONTROL JOINTS AT ALL WALL INTERSECTIONS, AND ALL FURR DOWN INTERSECTIONS. 4. MASONRY AND MASONRY VENEER WALLS ARE TO HAVE CONTROL JOINTS AT MAX SPACING AS INDICATED IN SPECIFICATION (AT GRID LINES AND UNDER DOWNSPOUTS ARE PREFERRED. 5. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CONTROL JOINT LOCATIONS. 7. REFER TO SHEET A-2.1 FOR CONTROL JOINT DETAILS. PLANNING APPROVED Niq1z4 03 04/03/24 McCASLIN ASSOCIATES 6500 Greenville Ave. Suite 180 Dallas, Texas 75206 (214)520-2500 FAX: (214) 528-2001 www. mccaslinassociates.com ARCHITECTURE CONSTRUCTION MANAGEMENT ESTIMATING INTERIORS PLANNING ISSUES/ REVISIONS 06/15/23 ................................... Feasibility Study 08/24/23 Schematic Design.Issue_ 12/O1/23 Issue for Construction 0.03/20/24..City .....Comments-..1........... A 03/27/24 City. Comments-.2........... ® 04/03/24 City Comments-.3........... w z w Q n 0 0 3 I JOB NO.: 2327 TDLR: TABS2024006416 DESIGN: CAP DRAWN: CAP CHECK: SAM DATE: 12/01/23 SCALE: AS NOTED Lf1 EXTERIOR ELEVATIONS Ap-i 2 0 0 0 A TO TOP OF GABLE ELEV. = 148'-0" TO PARAPET ELEV. = 132'-0" TO PARAPET ELEV. = 124'-0" TO PARAPET ELEV. = 118'-6" FINISH FLOOR ELEV. = 116'-6" TOP OF CANOPIES ELEV. = 113'-6" FINISH FLOOR ELEV. = 100'-0" 9OEXISTING E SCALE: 3/32" = F TO TOP OF GABLE ELEV. = 148'-0" TO PARAPET ELEV. = 139'-0" TO PARAPET ELEV. = 118'-6" FINISH FLOOR ELEV. = 1 16'-6" TOP OF CANOPIES ELEV. = 1 13'-6" FINISH FLOOR ELEV. = 100'-0" AST ELEVATION EXTERIOR EIFS WALL BANDING STANDING SEAM 1 METAL CANOPY EXTERIOR EIFS EIFS TOP CAP EXTERIOR STONE A 2 EXISTING NORTH ELEVATION O SCALE: 3/32" = F 0 A V s - V _ V N V N N CN M M (V ';T METAL CORNICE DECORATIVE STEEL LIGHTS BY SIGN MANUFACTURER EXTERIOR EIFS ALUMINUM FRAMED] GLASS WINDOWS SITE DATA SM NAME mwn SITS AREA I BU=, G COVMGE DENSITY BUMMG AuwzAt r IMPERVIOUS ARRA OPEN SPACE PARMG 121 COMMUNITY CHURCH LOT 1R AW4114 vAAuw 30,000 S.F. 193,710 S.F. 60% 50'-0" 258,580 SF (80Z MAX) 64,570 SF (20X MIN.) 272 SPACES (6 HC) I PROVIDED 322,850 S.F. 39,900 S.F. 12.4% 48'-O" 233,595 SF (72.4Z) 89,254 SF (27.6Z) 448 SPACES (9 HC) EIFS TOP CAP] EXTERIOR STONE COLUMNS STANDING SEAM) EXTE [O- ` R STONE EXTENDED MI 1 ,. ... METAL PANEL PILASTER CONTINUED INTO EXTERIOR CANOPY STONE PILASTER CC, MULTI FLOOR WINDOW WALL 2" DARK EXTERIOR STONE REVEALS L EXTERIOR SCONCES CENTERED ALIGNED WITH MULLIONS BETWEEN REVEALS NOTE THIS SHEET IS TO AMEND THE PREVIOUSLY APPROVED SITE PLAN OF SU20-01, SU 15-04 SPRC, SU 15-02 (ORD. 2015-21) FOR A PLANNED COMMERCIAL CENTER TO ALLOW A CHURCH IN A NON-RESIDENTIAL DISTRICT, TO ALLOW THE ADDITION OF 0.757 ACRE TO THE SITE. THIS REQUEST IS SPECIFICALLY TO ENCLOSE A 998 SQUARE FOOT PATIO. 12 4.18 STANDING SEAM 12 METAL ROOF � 2.38 oe a DECORATIVE STEEL c�=11 1/2 } 6-11. 1i2" 3 0. LIGHTS BY SIGN �( MANUFACTURER EIFS TOP CAP 2" DARK EXTERIOR STONE REVEAL ALIGNED WITH MULLIONS FORMED ILLUMINATED LOGO EXTERIOR STONE PILASTER EXTENDED MULLION CAPS CONTINUED INTO STONE PILSTER -STANDING SEAM METAL CANOPY EXTERIOR STONE PILASTER EXTERIOR STONE COLUMNS E—STANDING SEAM METAL CANOPY EXTERIOR EIFS EXTERIOR STONE COLUMNS pLANNING APPROVED %list124 04/03/24 McCASLIN ASSOCIATES 6500 Greenville Ave. Suite 180 Dallas, Texas 75206 (214)520-2500 FAX: (214) 528-2001 www.mccaslinassociates.com ARCHITECTURE CONSTRUCTION MANAGEMENT ESTIMATING INTERIORS PLANNING ISSUES/ REVISIONS .............................................................. 06/15/23 Feasibility Study 08/24/23 Schematic Design Issue 12/01/23 .............................................................. Issue for Construction A 03/20/24.. City Comments - I ...... A3 03/27/24 ...................... City Comments - 2 A 04/03/24..City.Comments .............................................................. .............................................................. -.3.......... U U lz � W = W U-\ z CD �---1 x Z)- O O W Z W z CIS U � N W U JOB NO.: 2327 TDLR: TABS2024006416 DESIGN: CAP DRAWN: CAP CHECK: SAM DATE: 12/01/23 SCALE: AS NOTED EXTERIOR ELEVATIONS EXISTING SOUTH ELEVATION 01 SCALE: 3/32" = F 0 10, 20' 40' 0 Ap-d 2. 0 a