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HomeMy WebLinkAboutDrawings1 2 HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF BRICK SQUARE FOOTAGE: 114 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 15 SF TOP OF CANOPY F BOTTOM OF CANOPY 8'-10" T.O. CAST STONE 4'-0" __T --❑� 0 3 4 6 T -A3.0 CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE CEMENT PLASTER, COLOR: LATTE CP -1 _T� CAST STONE VENEER, COLOR: LIMESTONE -T ST -1 CAST STONE STARTER COURSE, T::q LIMESTONE COLOR: 5 6 7 ^^'r"'T ^TASTER, COLOR: _E BEIGE D2 EAST ELEVATION TOTAL BUILDING AREA: 38 SF BRICK SQUARE FOOTAGE: 15 SF STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE.: 10 SF 8 9 10 OIL W �- 0 N O _ Q N EMENT PLASTER, COLOR: LATTE CP -1 \F-7 CAST STONE VENEER, COLOR: LIMESTONE ST -1 CAST STONE STARTER COURSE, COLOR: 0 LIMESTONE 0 LL O CEMENT PLASTER, COLOR: L I` 0) M d' ACCESSIBLE BEIGE Z r 5 WEST ELEVATION TOTAL BUILDING AREA: 38 SF ul a X Lo CP -2 yBRICK SQUARE FOOTAGE: 15 SF O H T -A3.0 STONE SQUARE FOOTAGE: 13 SF m EIFS SQUARE FOOTAGE: 10 SF N 0 0 co TOP OF CANOPYcy) r U L ,r Tp ~ BOTTOM OF CANOPY 8'-10" _ O O , COORDINATE SIGNAGE CEMENT PLASTER, COLOR: N --� ACCESSIBLE BEIGE J -BOX LOCATIONS WITH N ELECTRICAL AND [ CP -2 J o OWNER'S VENDOR -j N o > ti rn Z o CEMENT PLASTER, COLOR: O N FX- co /- LATTE CEMENT PIASTER, COLOR: d / LATTE N cn 0 o _ d - CP -1 NJ coj Lo d tv T.O. CAST STONE Q d N V r 4'-0" D !- - CAST STONE CAST .STONE VENEER, VENEER,, COLOR: COLOR: LIMESTONE LIMESTONE `ST_ -1 T.O. CURB 0'-0" LL r Ln 0) 0 (o It ,It r N LEI CAST STONE STARTER: COURSE, COLOR: LIMESTONE q� ,{ C, G.;.� i% rri y q. i, NORTH ELEVATION EAST ELEVATION WEST ELEVATION S0UTH ELEVATION1/2"=11-011 2 n 1-0" 3 „_ ,_ „ 4, 2"=,'-0" � 1 2 1 0 / D , SHEET METAL CAP SCREWED ROOF MEMBRANE TAPERED ROOF INSULATION TO PLYWOOD AS REQ'D 1 /2" PLYWOOD SINGLE PLY ADHERED TAPPERED ROOF WOOD JOISTS PER BLOCKING PER ROOF DRAIN BEAM PER 3 JOISTS EQUALLY ROOF DRAIN FASTENED TO 2x 0 ROOF SYSTEM INSULATION STRUCTURAL STRUCTURAL STRUCTURAL O SPACED NAILERS a z " LAP MEMBRANE ROOF O r` 7 AI ND CLIP OVER 2x4 NAILERS U) 0 4�T-A3.0 TOP OF CANOPY - - -- AND PLYWOOD W TOP OF CANOPY _. CI U D A I ._ _. ..... .. , l . _ _ ., . ...w .>s,. T 7 _ ��A J __ o-. 10 ULCl'11�U� SIGN - AND SUPPORT BY „_ _ ._... y;, OWNERS VENDOR - I I eC BOTTOM OF CANOPY - CEMENT PLASTER, COLOR: BOTTOM OF CANOPY ACCESSIBLE BEIGE g'_4" 9'-4° -- I I I i 2' 8 1/2" CANOPY FRAMING PER -7/8" CEMENT PLASTER OVER I _ ---- HSS POSTS PER M (3) 2x4 NAILERS STRUCTURAL I I SELF FURRING LATH OVER 2 / STRUCTURAL r - GYPSUM SOFFIT BOARD. DO NOT I ( LAYERS BUILDING PAPER SOFFIT VENT II INSTALL UNTIL WEATHER ) I I I -EXT. PLYWOOD SHEATHING. SEE C PROTECTION FOR THE STRUCTURAL GYPSUM SOFFIT BOARD. DO NOT ( I ROOF DRAIN. CAST IRON INSTALLATION IS PROVIDED PER I I INSTALL UNTIL WEATHER PROTECTION I OR PVC SCH. 40 WHERE j CBC 2508.2.1 I ( -2x4 WOOD FRAMING FOR THE INSTALLATION IS PROVIDED I ALLOWED BY CODE. j ,1 HSS POSTS PER I I PER CBC 2508.2.1 .9 1, SOFFIT BOARD STRUCTURAL RECESSED CANOPY LIGHTING, RUUD LIGHTING MRC0615-1, TYP i i I I VENTED DRIP SCREED O, II 3 8 FRAMING PER STRUCTURAL---" T -A3.0 I I T.O. CAST STONE W oc 4'-D° CANOPY SECTIO T.O. CAST STONE Fo LU 41-0" 6 ,. ® I I ( I -CAST STONE VENEER 1 1/2"=1'41z Z ❑� ®® ( ( I CAST STONE VENEER, II COLOR: LIMESTONEco (I -1-1/4" AIR SPACE LU W X o I I I I -SELF FURRING LATH OVER 2 Q c BOLLARD. SEE 7/AO.6 I I _ I I � LAYERS BUILDING PAPER Z N -EXT. PLYWOOD SHEATHING. CAST STONE STARTER ` \ -7/8" CEMENT PLASTER OVER W U) COURSE, ROOF DOWNSPOUT. SELF FURRING LATH OVER 2 COLOR: LIMESTONE LAYERS BUILDING PAPER }- W Q ~ B DOWNSPOUT NOZZLE 12 ( (- .(-- w L AFF W RODENT SCREEN. -EXT. PLYWOOD SHEATHING. - W' SEE STRUCTURAL W CO o CO Lij, � FOUNDATION PER I I -2x4 WOOD FRAMING � O 01:o- STRUCTURAL I Q W LL1 -� L-------------------------------� 1/2" EXT. GYP I J BD. SHEATHING _ = Z � -n 0' CANOPY SECT,10N CANOPY SECTION 1/2"GAP45 1/2"=1'-0" 1/2"=1'-0" &6 METAL FLASHING ISSUED / REVISED DATE r i ; SMOOTH FACE SITE PLAN REVIEW 06/20/12 REVIEWED u ' STONE TRIM SITE PLAN COMMENTS 07/09/12 ���w� I' SITE PLAN COMMENTS 07/24/12 k 4-A ,KWIC CAST STONE - SAVANNA ) PERMIT SET 07/24/12 A FINISH SCHEDULE sT-1 CAST STONE VENEER: CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES cP-z CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). MANUFACTURER: REFER TO SPECIFICATIONS ACCENT BAND) NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) PRODUCT: REFER TO SPECIFICATIONS MANUFACTURER: REFER TO SPECIFICATIONS - TEXTURE: ROCKFACE COLOR: TO MATCH SHERWIN WILLIAMS #SW 6108 "LATTE" PRODUCT: REFER TO SPECIFICATIONS COLOR: 'LIMESTONE #3' FINISH: STO SILICO LIT 1.0 (FINE) COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE FINISH: STO SILICO LIT 1.0 (FINE) AUG -1 1 2012 DEVELOPMEKIF 4 9EPVICES PLAT FILED: 1`-%T"GEZ,Ihu. �4 r ars b Gk i2uwwww Wl V�U2C-; . F�6K tit F �WL - STONE, ROCKFACE 'LIMESTONE #3' STONE WAINSCOT 7 1 1/2"=1'-0" ATM Elevations & Details DT=A3k0 COPYRIGHT 2012 CALLISON ARCHITECTS, P.C. i E C C' A 1 2 3 4 5 6 VICINITY MAP. NTS NOTE: " SAND BAGS SHALL BE UV RESISTANT AND MUST NOT ,. fr DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF .DETERIORATION. EROSION CONTROL AT EXISTING GRADE INLET NTS 7 8 9 10 W L o r (4 � a°N _L - c) i� w-0 0 r` UNIFIED SPECIFICATIONS - SECTION 32 92 23, L' ~ d Z MLn NEW LANDSCAPE 1185 SF r a�xLo C O cu 0 N SODDING FOR EROSION CONTROL (BLOCK SODDING) r N 0 L or' Z 0 0 0 REMOVE PORTION OF EXISTING N V N N V J '' O J U) CV O - . Lo In t` O � z > O O X CD N F- d REMAIN O qt J W U) d - O J Lo C a N N M o� I I ..... ..................... EXISTING TRANSFORMER ENLARGED ATM PLAN TO REMAIN NEW LANDSCAPE 1185 SF NEW CONCRETE CURB - EXISTING TREE TO REMAIN NEW PAINTED DIRECTIONAL ARROWS 1 n'_n" 29'-7 1/2" TO REMAIN PARKING ANALYSIS: SHOPPING CENTER C-1 1 SPACE/250 SF 175,475 SF TOTAL x 1/250 = 702 REQUIRED SPACES 830 ORIGINAL SPACES 5 REMOVED SPACES 825 PROVIDED SPACES TRUE NORTH (�2 -T �qcv-2- COPYRIGHT © 2012 CALLAON ARCHITECTS, P.( ul 0 `•f,. G NEW LANDSCAPE PER BRYAN/COLLEGE STATION 5 i� UNIFIED SPECIFICATIONS - SECTION 32 92 23, 00 NEW LANDSCAPE 1185 SF 1—HW� EXISTING LANDSCAPE SODDING FOR EROSION CONTROL (BLOCK SODDING) Z REPAIR AS REQUIRED REMOVE PORTION OF EXISTING Lu V EXISTING TREE TO - o CURB AND REPAIR AS REQUIRED. ~ F. REMAIN c+) O M o z N � 00 = KISTING GRADE INLET N W w X F OG REMAIN. SEE DETAIL 1 i <C PROPOSED SERVICE CONDUIT ;AND � j '-A1.0 FOR EROSION i i WIRE, ;EXACT CONDUIT ROUTING I n - - CONTROL. W DETERMINED BY FIELD CONDIT ONS a ; EXISTING ELECTRICALi i a >�W ul u LINE TO REMAIN.° .. 7� EXISTING LIGHT co DATE''' SITE PLAN REVIEW 06/2.0[12 SITE PLAN COMMENTS 07/09/12 SITE PLAN COMMENTS 07/24/12 PERMIT SET24/12 POLES TO i CCD NO.1 09/24/12 REMAIN N 0O EXISTING P ...........................,_.......... .__ . ......... ;.......... ... _ . ......... —1 W Of TO REMAIN TO REMAIN NEW LANDSCAPE 1185 SF NEW CONCRETE CURB - EXISTING TREE TO REMAIN NEW PAINTED DIRECTIONAL ARROWS 1 n'_n" 29'-7 1/2" TO REMAIN PARKING ANALYSIS: SHOPPING CENTER C-1 1 SPACE/250 SF 175,475 SF TOTAL x 1/250 = 702 REQUIRED SPACES 830 ORIGINAL SPACES 5 REMOVED SPACES 825 PROVIDED SPACES TRUE NORTH (�2 -T �qcv-2- COPYRIGHT © 2012 CALLAON ARCHITECTS, P.( ul 0 `•f,. G 5 i� 00 1—HW� Z Z Lu V W x o ~ F. c+) O M o z N � O = Q N W w X F OG >- W <C U W U) r Lu o W w yW a a >�W U ISSUED / REVISED DATE''' SITE PLAN REVIEW 06/2.0[12 SITE PLAN COMMENTS 07/09/12 SITE PLAN COMMENTS 07/24/12 PERMIT SET24/12 i CCD NO.1 09/24/12 F E D C A 1 2 3 4 5 6 7 8 9 rl--\.A.TM ISLAND PLAN GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. OVERFLOW DRAIN I: TYPE 'G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A (IMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S, TYI CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM TANCE OF 10' APART. nnLinnrrr MONOLITHIC CONCRETE CURB AND GUTTER 1 1/2"=I' -O" 10 1 W` O r H a2N u - o PLASTIC PLASTIC BOLLARD 0 COVER Ln Z"'r* DOMED TOP 0 U) IX- Lo o t0 N 1/2" O "-' M COMPRESSIBLE d 0 ~ FILLER = 11 - NOTE: BOLLARDS AT COLUMNS TO BE 30" ABOVE TOP OF CURB. FINISHED PAVEMENT — SEE CIVIL DWGS FOR ADDL INFO ATM ISALAND BOLLARD Dl, --TAIL 32) 1/2-= it -0. BOLLARD COVER: VENDOR: IDEAL SHIELDS ATM: BPD—OBE-6-54—S COLUMNS: BDP—OBE-4-30—S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLU EYES" CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E—MAIL: MVENEGAS@IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR I O O 0 N V N N J o J Cn N O Lo Lo [` 0) z Q O 0 x co H N F- d O ., d .J W U) d J Lo N r a N N v�oN ctn , �� b I E L 2 ° z U 0 p c t/1 H 0-- U) J J V � 3 i O W z z LV U WW X �o r > F M O�z N = Q O N lu U) )< *k r LN O W w U)W C9 a. a > w Z v O! ISSUED / REVISED DATE SITE PLAN REVIEW 06/20/12 SITE PLAN COMMENTS 07/09/12 SITE PLAN COMMENTS 07/24/12 PERMIT SET 07/24/12 /N CCD NO.1 09/24/12 COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ' DT=A2m 1 HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR tJjk TOP OF CANOPY F BOTTOM OF CANOPY 8'-10" I A T.O. CAST STONE 4'-0" 2 3 4 5 6 7 8 9 10 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 35 SF DOG HOUSE BY OWNER'S VENDOR m7u ATM BY OWNER'S VENDOR HSS POSTS PER----_ STRUCTURAL T.O. CAST STONE 4'-0" CEMENT PLASTER, C01^n ACCESSIBLE BEIGE CP -2 CEMENT PLASTER, COI LATTE -CAST STONE VENEER, COLOR: LIMESTONE ST -1 -CAST STONE STARTEF COURSE, COLOR: LIMESTONE SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE. FOOTAGE: 12 SF rirc cni ievr rnnTArr• 1r, CF CANOPY FRAMING PER rR00F DRAIN STRUCTURAL / GYPSUM SOFFIT BOARD. DO NOT INSTALL UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED PER CBC 2508.2.1 RECESSED CANOPY LIGHTING, RUUD LIGHTING MRC0615-1, TYP LK - FOUNDATION PER I I STRUCTURAL —� �------------- CANOPY SECTION 1/2"= 1'-0" NORTH ELEVATION_ CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE -7/8" CEMENT PLASTER OVER SELF FURRING LATH OVER 2 LAYERS BUILDING PAPER -EXT. PLYWOOD SHEATHING -20 WOOD FRAMING I -EXT. PLYWOOD SHEATHING I I 8 I T -A3.0 I I CAST STONE VENEER, COLOR: LIMESTONE ( ( I CAST STONE STARTER COURSE, COLOR: LIMESTONE I — — — — — — — --- — — — J UST-1 NISH SCHEDULEAS�ON �E: CP -1 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). MANUFACTURER: REFER TO SPECIFICATIONS ACCENT BAND) NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) PRODUCT: REFER TO SPECIFICATIONS MANUFACTURER: REFER TO SPECIFICATIONS TEXTURE: ROCKFACE COLOR: TO MATCH SHERWIN WILLIAMS #SW 6108 "LATTE" PRODUCT: REFER TO SPECIFICATIONS COLOR: 'LIMESTONE #3' FINISH: STO SILICO LIT 1.0 (FINE) COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE" T FINISH: STO SILICO LIT 1.0 (FINE) ROOF MEMBRANE- -7 I• -A3. 10 SOFFIT VENT GYPSUM SOFFIT BOARD. DO NOT - INSTALL UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED PER CBC 2508.2.1 FRAMING PER STRUCTURAL - BOLLARD. SEE 7/AO.6 EAST ELEVATION TOTAL BUILDING AREA: 38 SF/0 5 STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE,: 25 SF CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE CAST STONE VENEER, COLOR: LIMESTONE — EAST ELEVATION 3 TAPERED ROOF INSULATION ROOF DRAIN TOP OF CANOPYAIK 10'-7" BOTTOM OF CANOPY I I 9'-4" HSS POSTS PER STRUCTURAL II II ROOF DRAIN. CAST IRON OR PVC SCH. 40 WHERE ALLOWED BY CODE. II T A3.0 II T.O. CAST STONE �_ I I 4'-0" -CAST STONE VENEER II -1-1/4" AIR SPACE -SELF FURRING LATH OVER 2 LAYERS BUILDING PAPER I ( I I 1 177. -EXT. PLYWOOD SHEATHING. ROOF DOWNSPOUT. DOWNSPOUT NOZZLE 12" AFF W/ RODENT SCREEN. CANOPY SECTION. 5 WEST ELEVATION TOTAL BUILDING AREA: 38 SF -CEMENT PLASTER, COLOR: T -A3.0 STONE SQUARE FOOTAGE: 13 SF ACCESSIBLE BEIGE EIF'I SQUARE FOOTAGE: 25 SF ob TOP OF CANOPY OL BOTTOM OF CANOPY COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR- -CEMENT ENDOR -CEMENT PLASTER, COLOR: LATTE I OL T.O. CAST STONE 4'-0" —CAST STONE VENEER, COLOR: LIMESTONE I OL I T.O. CURB 0'-0" � WEST ELEVATION SHEET METAL GAP SCREWED TO PLYWOOD AS REQ'D 1/2" PLYWOOD FASTENED TO 2x NAILERS LAP MEMBRANE ROOF WIND CLIP OVER 2x4 NAILERS AND PLYWOOD L 9" L ` GYPSUM SOFFIT BOARD 6) CANOPY SECTION 7/8" CEMENT PLASTER OVER SELF FURRING LATH OVER 2 LAYERS OF BUILDING PAPER EXTERIOR PLAYWOOD SHEATING HSS POST - 2X4 STUD FRAMING - 1/2" SEALANT JT METAL FLASHING CAST STONE - SAVANNA STONE, ROCKFACE 'LIMESTONE #3' STONE WAINSCOT COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. W L \V f�l� �Y.� Sf a t 9.,a att, 0 �_. Q 2 N B 'd- _ u- o v � 00 Z W W Q '-'XtAN N O o o 0'� ANN, Z co r7 ,,' N L v- 0 r' r o 0 M o Q to M , N � �L N N � ; J '-' o J(A04 0 •Lc) LoLo 0, 0) zQ oo pX co co H � Q 0 d d J cn U W Q N N NII u o II- L6 ATM Elevat & Details DT -A3.1 \V f�l� �Y.� Sf a t 9.,a att, �_. B 'd- �• a pq BPCB ATM Elevat & Details DT -A3.1 �' 'd- 00 1- W W ti Z Z WW W %� o M OLr) Q M z N � '17 0 N W cn X W Q ~ U W (n O � I U) 0')(9 a a >� W = z —1 U ISSUED / REVISED DATE SITE PLAN REVIEW 06/20/,12 SITE PLAN COMMENTS 07/09/12 PLAN COMMENTS 07/24112 PERMIT SET jiSITE 07/24/12 CCD NO.1 09/24/12 ATM Elevat & Details DT -A3.1 I9 11 Ic C A m 3 n 5 HEIC,HT CLEARANCE BAR m ATM ISLAND PLAN 1/2"=V-0" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. TRUE NORTH NOTE: TYPE V EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60- APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.,S, TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1 1/2"=V-0" 7 L-11 9 BOLLARD COVER: VENDOR: IDEAL SHIELDS ATM: BPD—OBE-6-54—S COLUMNS: BDP—OBE-4-30—S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E—MAIL: MVENEGAS@IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR 4" NOM (4.5" O.D.) GALVANIZED STEEL PIPE FILLED SOLID w/ CONCRETE 30" IN HEIGHT 12" DIAMETER CONCRETE PIER CONCRETE ISLAND SEE STRUCT DWGS FOR ADDL INFO 1/2" COMPRESSIBLE FILLER • ............. NOTE: BOLLARDS AT COLUMNS TO BE 30" ABOVE TOP OF CURB. FINISHED PAVEMENT — SEE CIVIL DWGS FOR ADDL INFO PLASTIC BOLLARD COVER DOMED TOP Of 1/2 COMPRESS 'BLE FILLER ATM ISLAND BOLLARD DETAIL 3 2"= 1'-0" 0:\Projects\0-Chase\Chase-ATM\Handi Stop Texaco\CaddchhswSheets\Handi Stop DT-AO.O.dwg 9/21/12 Ld n In -j w Lu Ill U) ClI 0 LC Lill I Ld 0 {� �— f,��� � C—I�k L ONI�*( �, t A��P��CG�VI� G�CIVIq �-rMe,��up ova+' h ��in� � vno�t�iu� ill � c ri -c.\Oy 6" RAISED 1/2' MONOLITHIC COMPRESIBLE t 00 CONCRETE CURB ROOF DRAIN FILLER 21-0- r*-_ PLANTING 1'-37 6' e- AREA PAVING 01 .4 LU LU x 3" 00— 3" co u') OVERFLOW DRAIN 4 Cq 0 4= 0 1 0 A 1 1/2"=V-0" 7 L-11 9 BOLLARD COVER: VENDOR: IDEAL SHIELDS ATM: BPD—OBE-6-54—S COLUMNS: BDP—OBE-4-30—S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E—MAIL: MVENEGAS@IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR 4" NOM (4.5" O.D.) GALVANIZED STEEL PIPE FILLED SOLID w/ CONCRETE 30" IN HEIGHT 12" DIAMETER CONCRETE PIER CONCRETE ISLAND SEE STRUCT DWGS FOR ADDL INFO 1/2" COMPRESSIBLE FILLER • ............. NOTE: BOLLARDS AT COLUMNS TO BE 30" ABOVE TOP OF CURB. FINISHED PAVEMENT — SEE CIVIL DWGS FOR ADDL INFO PLASTIC BOLLARD COVER DOMED TOP Of 1/2 COMPRESS 'BLE FILLER ATM ISLAND BOLLARD DETAIL 3 2"= 1'-0" 0:\Projects\0-Chase\Chase-ATM\Handi Stop Texaco\CaddchhswSheets\Handi Stop DT-AO.O.dwg 9/21/12 Ld n In -j w Lu Ill U) ClI 0 LC Lill I Ld 0 {� �— f,��� � C—I�k L ONI�*( �, t A��P��CG�VI� G�CIVIq �-rMe,��up ova+' h ��in� � vno�t�iu� ill � 0 z 0 0 U) 0 U) U) J J c ri -c.\Oy t 00 %'- r*-_ 0 z 0 0 U) 0 U) U) J J ATM Plan & Detal Is q Imo• G C 2:09 PM COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. DT=A2A,-t� LO 00 r*-_ LU LU x 00— co u') z Cq to (.9 0 LLI Z 12 O Z L) U W n 0 W C:� w Ill U) N W 0 ISSUED REVISED DATE SITE PLAN REVIEW 5/31/1l:2 SITE PLAN COMMENTS 6/25/1:!12 SITE PLAN COMMENTS 7/16/112 PERMIT SET 8/21/11112 C -0-D NO. 1 09/241',,i1 2 ATM Plan & Detal Is q Imo• G C 2:09 PM COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. DT=A2A,-t� I A A HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR TOP OF CANOPY A, BOTTOM OF CANOPY) 8'-10" T.O. CAST SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 35 SF DOG HOUSE BY OWNER'S VENDOR CHQEC a D `ATM BY OWNER'S VENDOR NORTH ELEVATION. 1/2"=1'-0" SINGLE PLY ADHERED ROOF SYSTEM HEIGHT CLEARANCE SIGN TOP OF CANOPY _ y` AND SUPPORT BY 10'-7" ;= OWNERS VENDOR BOTTOM OF CANOPY C I:] A HSS POSTS PER--,--_ STRUCTURAL T.O. CAST STONE 4'-0" CEMENT PLASTER, CN ^D• ACCESSIBLE BEIGE CP -2 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF CAST STONE VENEER, COLOR: LIMESTONE ST -1 CAST STONE STARTEF COURSE, COLOR: LIMESTONE ,� SOUTH ELEVATION 1/2"=1'-0" EAST ELEVATION TOTAL BUILDING AREA: 38 SF STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE.: 25 SF CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE CAST STONE VENEER, COLOR: LIMESTONE - WEST ELEVATION. 1/2"=1'-0" F — r — I CEMENT PLASTER, COLOR: I I ' BOTTOM OF CANOPY ACCESSIBLE BEIGE ( I 9' -4 - INSTALL SOFFIT BOARD. DO NOT INSTALL UNTIL WEATHER ( I -7/8" CEMENT PLASTER 2' 8 1/2' I I HSS POSTS PER PROTECTION FOR THE I I OVER SELF FURRING LATH 10 I I STRUCTURAL INSTALLATION IS PROVIDED PER I ( OVER 2 LAYERS BUILDING CBC 2508.2.1 I I PAPER SOFFIT VENT ( I RECESSED CANOPY LIGHTING, I I -EXT. PLYWOOD SHEATHING GYPSUM SOFFIT BOARD. DO NOT I I ROOF DRAIN. CAST IRON RUUD LIGHTING MRC0615-1, TYP I I I I INSTALL UNTIL WEATHER PROTECTION I ( OR PVC SCH. 40 WHERE -2x4 WOOD FRAMING FOR THE INSTALLATION IS PROVIDED ALLOWED BY CODE. I PER CBC 2508.2.1 -EXT. PLYWOOD SHEATHING 11 II (( 8 I I I I T -A3. 8 FRAMING PER STRUCTURAL T -A3: T.O. CAST STONE 4'-0" ❑� ® I I I I -CAST STONE VENEER I I CAST STONE VENEER, o COLOR: LIMESTONE I ( -1-1/4" AIR SPACE � II II -SELF FURRING LATH OVER 2 1 BOLLARD. SEE 7/AO.6 I I LAYERS BUILDING PAPER I I -EXT. PLYWOOD SHEATHING. CAST STONE STARTER l COURSE, ROOF DOWNSPOUT. COLOR: LIMESTONE DOWNSPOUT NOZZLE 12" AFF W/ RODENT SCREEN. � I I FOUN)ATION PER 1 I STRU:TURAL � I 1 �------------------ ------------- J CANOPY SECTION 5 111111111 Wool", FINISH SCHEDULE z�, T-1 ST N N E CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). MANUFACTURER: REFER TO SPECIFICATIONS NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) PRODUCT: REFER TO SPECIFICATIONS TEXTURE: ROCKFACE COLOR: TO MATCH SHERWIN WILLIAMS #SW 6108 "LATTE" COLOR: 'LIMESTONE #3' FINISH: STO SILICO LIT 1.0 (FINE) cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER ACCENT BAND) MANUFACTURER: REFER TO SPECIFICATIONS PRODUCT: REFER TO SPECIFICATIONS COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE" FINISH: STO SILICO LIT 1.0 (FINE) CANOPY SECTION 1 5 WEST ELEVATION TOTAL BUILDING AREA: 38 SF -CEMENT .PLASTER, COLOR: T -A3. STONE SQUARE FOOTAGE: 13 SF ACCESSIBLE BEIGE EIFS SQUARE FOOTAGE: 25 SF OL TOP OF CANOPY 10'-1" OL BOTTOM OF CANOPY _ 8'-10" - COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR- -CEMENT ENDOR-CEMENT PLASTER, COLOR: LATTE OL T.O. CAST STONE 4'-0" -CAST STONE VENEER, COLOR: LIMESTONE T.O. CURB 0'-0" EAST ELEVATION 4 1 /2" -0"11 SHEET METAL CAP SCREWED TO PLYWOOD AS REQ'D I _ 1/2" PLYWOOD z 0 7 8 9 10 CEMENT PLASTER, CN ^D• ACCESSIBLE BEIGE CP -2 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF CAST STONE VENEER, COLOR: LIMESTONE ST -1 CAST STONE STARTEF COURSE, COLOR: LIMESTONE ,� SOUTH ELEVATION 1/2"=1'-0" EAST ELEVATION TOTAL BUILDING AREA: 38 SF STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE.: 25 SF CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE CAST STONE VENEER, COLOR: LIMESTONE - WEST ELEVATION. 1/2"=1'-0" F — r — I CEMENT PLASTER, COLOR: I I ' BOTTOM OF CANOPY ACCESSIBLE BEIGE ( I 9' -4 - INSTALL SOFFIT BOARD. DO NOT INSTALL UNTIL WEATHER ( I -7/8" CEMENT PLASTER 2' 8 1/2' I I HSS POSTS PER PROTECTION FOR THE I I OVER SELF FURRING LATH 10 I I STRUCTURAL INSTALLATION IS PROVIDED PER I ( OVER 2 LAYERS BUILDING CBC 2508.2.1 I I PAPER SOFFIT VENT ( I RECESSED CANOPY LIGHTING, I I -EXT. PLYWOOD SHEATHING GYPSUM SOFFIT BOARD. DO NOT I I ROOF DRAIN. CAST IRON RUUD LIGHTING MRC0615-1, TYP I I I I INSTALL UNTIL WEATHER PROTECTION I ( OR PVC SCH. 40 WHERE -2x4 WOOD FRAMING FOR THE INSTALLATION IS PROVIDED ALLOWED BY CODE. I PER CBC 2508.2.1 -EXT. PLYWOOD SHEATHING 11 II (( 8 I I I I T -A3. 8 FRAMING PER STRUCTURAL T -A3: T.O. CAST STONE 4'-0" ❑� ® I I I I -CAST STONE VENEER I I CAST STONE VENEER, o COLOR: LIMESTONE I ( -1-1/4" AIR SPACE � II II -SELF FURRING LATH OVER 2 1 BOLLARD. SEE 7/AO.6 I I LAYERS BUILDING PAPER I I -EXT. PLYWOOD SHEATHING. CAST STONE STARTER l COURSE, ROOF DOWNSPOUT. COLOR: LIMESTONE DOWNSPOUT NOZZLE 12" AFF W/ RODENT SCREEN. � I I FOUN)ATION PER 1 I STRU:TURAL � I 1 �------------------ ------------- J CANOPY SECTION 5 111111111 Wool", FINISH SCHEDULE z�, T-1 ST N N E CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). MANUFACTURER: REFER TO SPECIFICATIONS NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) PRODUCT: REFER TO SPECIFICATIONS TEXTURE: ROCKFACE COLOR: TO MATCH SHERWIN WILLIAMS #SW 6108 "LATTE" COLOR: 'LIMESTONE #3' FINISH: STO SILICO LIT 1.0 (FINE) cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER ACCENT BAND) MANUFACTURER: REFER TO SPECIFICATIONS PRODUCT: REFER TO SPECIFICATIONS COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE" FINISH: STO SILICO LIT 1.0 (FINE) CANOPY SECTION 1 5 WEST ELEVATION TOTAL BUILDING AREA: 38 SF -CEMENT .PLASTER, COLOR: T -A3. STONE SQUARE FOOTAGE: 13 SF ACCESSIBLE BEIGE EIFS SQUARE FOOTAGE: 25 SF OL TOP OF CANOPY 10'-1" OL BOTTOM OF CANOPY _ 8'-10" - COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR- -CEMENT ENDOR-CEMENT PLASTER, COLOR: LATTE OL T.O. CAST STONE 4'-0" -CAST STONE VENEER, COLOR: LIMESTONE T.O. CURB 0'-0" EAST ELEVATION 4 1 /2" -0"11 SHEET METAL CAP SCREWED TO PLYWOOD AS REQ'D E 1/2" PLYWOOD z 0 FASTENED TO 2xZ 0 0 NAILERS i 00 c pLAP MEMBRANE ROOF U) H O WIND CLIP OVER-- 2x4 NAILERS r-, AND PLYWOOD J- J J � W X a� �. CL ch OLo 3 t M Z N � c G U) 2x4 NAILERS O � _ 9 GYPSUM SOFFIT BOARD CANOPY DETAIL 7 1 1/2"=1'-0" 7/8" CEMENT PLASTER OVER SELF FURRING LATH OVER 2 LAYERS OF BUILDING PAPER EXTERIOR PLAYWOOD SHEATING HSS POST 2X4 STUD FRAMING 1/2" SEALANT JT METAL FLASHING CAST STONE - SAVANNA STONE, ROCKFACE 'LIMESTONE #3' 1 STONE WAINSCOT 0:\Projects\0-Chase\Chase ATM\Handl Stop Texaco\Caddchhstx\Sheets\Nandi Stop DT-AO.O.dwg 9/21/12 2:09 PM COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ATM Elevations & Details �I DT=A3mo1i d' 00 aof r-, W W X o �. CL ch OLo F- Z N � c G U) �n O � V N W 1200< W N W (� a N Q W J V � U ISSUED / REVISED DATE SITE PLAN REVIEW 5/31/12' SITE PLAN COMMENTS 6/25/12 SITE PLAN COMMENTS 7/16/12 PERMIT SET 8/21/12 CCD NO.1 09/24/112 ATM Elevations & Details �I DT=A3mo1i M■ `7 ■ C A1111111111 1 2 3 4 5 6 7 HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF BRICK SQUARE FOOTAGE: 14 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 15 SF TOP OF CANOPY 10'-1" )TTOM OF -in" T.O. CAST STONE 4'-0" Lm—! SOUTH ELEVATION. 1/2"=1'-0" CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE CP 2 A TOP OF CANOPY THIN BRICK COLUMN CLADDING, COLOR: RED SUNSET BY ACME BRICK COMPANY -CAST STONE VENEER, COLOR: LIMESTONE ST -1 CAST STONE STARTER COURSE, COLOR: LIMESTONE 3" ELEVATION TOTAL BUILDING AREA: 41 SF BRICK SQUARE FOOTAGE: 14 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 15 SF NORTH ELEVATION EAST ELE BRICK SC STONE S( EIFS SQU. n EAST ELEVATION 9 NT PLASTER, COLOR: —� 3SIBLE BEIGE TOP OF CANOPY 10'-1" L BOTTOM OF CANOPY 8'-10" COORDINATE SIGNAGE — J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR THIN BRICK COLUMN — CLADDING, COLOR: RED SUNSET BY ACME BRICK COMPANY T.O. CAST STONE 4'-0" CAST STONE VENEER, COLOR: LIMESTONE CAST STONE STARTER COURSE, \ COLOR: LIMESTONE T.O. CURB 0'-0" 10 5 WEST ELEVATION TOTAL BUILDING AREA: 38 SF •A3.0 BRICK SQUARE FOOTAGE: 15 SF STONE SQUARE FOOTAGE: 13 SF j EIFS SQUARE FOOTAGE: 10 SF 4 1 WEST ELEVATION W � W A 4 - N zU- C o' U 0 0)Lo zc''>r"�t� au 4 N X to N ~ co co 0 MO Nli N 22 N ce !, ch CN 7ti=E'iu. O 0 N VN N Nj o ,J N O Lo Lo �4)tirn ZQ o 0 X co O d• J W J Lo N Q d' N HEIGHT CLEARANCE SIGN SHEET METAL CAP SCREWED AND SUPPORT BY TO PLYWOOD AS REQ'D OWNERS VENDOR ROOF MEMBRANE TAPERED ROOF INSULATION 1/2" PLYWO. E FASTENED TO 2x Z 0 LE PLY ADHERED TAPPERED ROOF ROOF DRAIN 6 ROOF DRAIN HAILERS Z 9 ROOF SYSTEM INSU SINGLATION LAP MEMBRANE ROOF O T -A3.0 WIND CLIP OVER 2x4 NAILERS N H 0 IOP OF CANOPY -- _ _ _ VIC _.____A_TOP TOP OF CANOPY AND PLYWOOD _ -- - X/ F_ J — J eC BOTTOM OF CANOPY CEMENT PLASTER, COLOR: I I BOTTOM OF CANOPY 3 8'-10" - d177 ACCESSIBLE BEIGE Off 2x4 HAILERS CANOPY FRAMING PER % 4'-4" HSS POSTS PER / I I �' < I I / STRUCTURAL Y` STRUCTURAL ` ; I I ' l I I SOFFIT VENT GYPSUM SOFFIT BOARD. DO NOT i INSTALL UNTIL WEATHER I ( BRICK VENEER OVER SELF GYPSUM SOFFIT BOARD. DO I I ROOF DRAIN. CAST IRON �\ : HSS POSTS PER �- PROTECTION FOR THE I I ,;' FURRING LATH OVER 2 NOT OR PVC SCH. 40 WHERE 'i INSTALLATION IS PROVIDED PER I I LAYERS BUILDING PAPER INSTALL UNTIL WEATHER, I I j ALLOWED BY CODE. STRUCTURAL CBC 2508.2.1 OVER EXT. PLYWOOD PROTECTION FOR THE I I 9 % j " >' SHEATHING. INSTALLATION IS PROVIDED RECESSED CANOPY LIGHTING, I ( PER CBC 2508.2.1 (I 7/= 7 RUUD LIGHTING MRC0615-1, TYP ` : I ( %' I I �y T -A3.0 FRAMING PER STRUCTURAL �` I I r', Ak T.O. CAST STONE 7 I I ' T.O. CAST STONE N4'-0" T-ACANOPY SECTIO 6 I iI I 1 1/2"=1'-D" CAST STONE VENEER, CAST STONE VENEER OVER COLOR: LIMESTONE I I 7/8" CEMENT PLASTER I � FOUNDATION PER STRUCTURAL L---------- ----- J CANOPY SECTION 1/2"=1'-0" FINISH SCHEDULE 2-1 CAST STONE VENEER: sr -2 BRICK VENEER: AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). DENTON 150, "DUSTY ROSE" AS MANUFACTURED BY H.C. NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) MUDDOX (OR APPROVED EQUAL). MORTAR COLOR TO BE TEXTURE: ROCKFACE NATURAL (NO COLOR ADDED). COLOR: 'LIMESTONE #3' cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER ACCENT BAND) MANUFACTURER: REFER TO SPECIFICATIONS PRODUCT: REFER TO SPECIFICATIONS COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE" FINISH: STO SIUCO LIT 1.0 (FINE) CAST STONE STARTER COURSE, COLOR: LIMESTONE BOLLARD. SEE 7/AO.6 OVER SELF FURRING LATH OVER 2 LAYERS BUILDING PAPER OVER EXT. PLYWOOD SHEATHING. ROOF DOWNSPOUT. DOWNSPOUT NOZZLE 12" AFF W/ RODENT SCREEN. CANOPY SECTION 1/2"=1'-0" rI �)ecl fivm BRICK COLUMN CLADDING 1/2" EXT. GYP 8D. SHEATHING 2X4 STUD FRAMING 1/2" SEALANT JT METAL FLASHING - - _ SMOOTH FACE STONE TRIM CAST STONE - SAVANNA STONE, ROCKFACE 'LIMESTONE #3' 1 STONE WAINSCOT 7 1 1/221=1 1-0" GYPSUM SOFFIT BOARD W A jec �N_ 41t. Co Q'4 •U o' U OD N' W �� W au HEIGHT CLEARANCE SIGN SHEET METAL CAP SCREWED AND SUPPORT BY TO PLYWOOD AS REQ'D OWNERS VENDOR ROOF MEMBRANE TAPERED ROOF INSULATION 1/2" PLYWO. E FASTENED TO 2x Z 0 LE PLY ADHERED TAPPERED ROOF ROOF DRAIN 6 ROOF DRAIN HAILERS Z 9 ROOF SYSTEM INSU SINGLATION LAP MEMBRANE ROOF O T -A3.0 WIND CLIP OVER 2x4 NAILERS N H 0 IOP OF CANOPY -- _ _ _ VIC _.____A_TOP TOP OF CANOPY AND PLYWOOD _ -- - X/ F_ J — J eC BOTTOM OF CANOPY CEMENT PLASTER, COLOR: I I BOTTOM OF CANOPY 3 8'-10" - d177 ACCESSIBLE BEIGE Off 2x4 HAILERS CANOPY FRAMING PER % 4'-4" HSS POSTS PER / I I �' < I I / STRUCTURAL Y` STRUCTURAL ` ; I I ' l I I SOFFIT VENT GYPSUM SOFFIT BOARD. DO NOT i INSTALL UNTIL WEATHER I ( BRICK VENEER OVER SELF GYPSUM SOFFIT BOARD. DO I I ROOF DRAIN. CAST IRON �\ : HSS POSTS PER �- PROTECTION FOR THE I I ,;' FURRING LATH OVER 2 NOT OR PVC SCH. 40 WHERE 'i INSTALLATION IS PROVIDED PER I I LAYERS BUILDING PAPER INSTALL UNTIL WEATHER, I I j ALLOWED BY CODE. STRUCTURAL CBC 2508.2.1 OVER EXT. PLYWOOD PROTECTION FOR THE I I 9 % j " >' SHEATHING. INSTALLATION IS PROVIDED RECESSED CANOPY LIGHTING, I ( PER CBC 2508.2.1 (I 7/= 7 RUUD LIGHTING MRC0615-1, TYP ` : I ( %' I I �y T -A3.0 FRAMING PER STRUCTURAL �` I I r', Ak T.O. CAST STONE 7 I I ' T.O. CAST STONE N4'-0" T-ACANOPY SECTIO 6 I iI I 1 1/2"=1'-D" CAST STONE VENEER, CAST STONE VENEER OVER COLOR: LIMESTONE I I 7/8" CEMENT PLASTER I � FOUNDATION PER STRUCTURAL L---------- ----- J CANOPY SECTION 1/2"=1'-0" FINISH SCHEDULE 2-1 CAST STONE VENEER: sr -2 BRICK VENEER: AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). DENTON 150, "DUSTY ROSE" AS MANUFACTURED BY H.C. NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) MUDDOX (OR APPROVED EQUAL). MORTAR COLOR TO BE TEXTURE: ROCKFACE NATURAL (NO COLOR ADDED). COLOR: 'LIMESTONE #3' cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER ACCENT BAND) MANUFACTURER: REFER TO SPECIFICATIONS PRODUCT: REFER TO SPECIFICATIONS COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE" FINISH: STO SIUCO LIT 1.0 (FINE) CAST STONE STARTER COURSE, COLOR: LIMESTONE BOLLARD. SEE 7/AO.6 OVER SELF FURRING LATH OVER 2 LAYERS BUILDING PAPER OVER EXT. PLYWOOD SHEATHING. ROOF DOWNSPOUT. DOWNSPOUT NOZZLE 12" AFF W/ RODENT SCREEN. CANOPY SECTION 1/2"=1'-0" rI �)ecl fivm BRICK COLUMN CLADDING 1/2" EXT. GYP 8D. SHEATHING 2X4 STUD FRAMING 1/2" SEALANT JT METAL FLASHING - - _ SMOOTH FACE STONE TRIM CAST STONE - SAVANNA STONE, ROCKFACE 'LIMESTONE #3' 1 STONE WAINSCOT 7 1 1/221=1 1-0" GYPSUM SOFFIT BOARD W COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ATM E1 8 Details DT -A3 at ons TP, O j I.. Q W F zz U W �� W 0 ►`, o M o G W WwoW = U) WCA > Q Q X W ~ T 0 _ H <C Ur W ce) N N v w x 0- =z 0 U ISSUED / REVISED DATEII SITE PLAN REVIEW 06/2012 SITE PLAN COMMENTS 07/09%12 SITE PLAN COMMENTS 07/2/12 i COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ATM E1 8 Details DT -A3 at ons TP, 2 STORIES: 1 GROSS AREA: 77 SF OCCUPANCY: B OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V—B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO �- 3 4 1 5 E PROJECT INFORMATION ABBREVIATIONS ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND 1901 TEXAS AVE. SOUTH AC ASPHALTIC CONCRETE INSTALLED BY OWNER INSTALLED BY CHASE BANK COLLEGE STATION, TX 77840 ACC ACCESSIBLE FD FLOOR DRAIN OH OVERHEAD ZONING: C-1 GENERAL COMMERCIAL ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE AREA OF ATM CANOPY: 77 SF AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN AREA OF SITE ALTERATION: 1,591 SF ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTS OPEN TO STRUCTURE ABOVE ADJ ADJUSTABLE FH FIRE HYDRANT PBD PARTICLEBOARD SHED FLOOR FINISHED FHC FIRE HOSE CABINET - SCOPE: ADDITION OF A STAND ALONE DRIVE—THRU ATM ISLAND. AFF ABOVE FPRCST PRECAST AHD AFTER HOUR DEPOSITORY FIG FIGURE AHU AIR HANDLING UNIT FIN FINISH, FINISHED PD PLANTER DRAIN ALT ALTERNATE FLEX FLEXIBLE PERP PERPENDICULAR ALUM ALUMINUM FLR FLOOR, FLOORING PLAM PLASTIC LAMINATE ANOD ANODIZED FLUOR FLUORESCENT PLAS PLASTER APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLYWD PLYWOOD APT APARTMENT FOIC FURNISHED BY OWNER/ PNL PANEL �( ARCH ARCHITECT, ARCHITECTURAL INSTALLED BY CONTRACTOR PL PROPERTY LINE DRAWING INDEX ATM AUTOMATIC TELLER MACHINE FP FIRE PROTECTION, FIREPROOF PR PACKAGE RECEIVER, PAIR AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING AV AU VISUAL AUDIO VI FRMG FRAMING PROP PROPERTY D AWP ACOUSTICAL WALL PANEL(S) FRT FIRE RETARDANT TREATED PT PAINT, POINT, PRESSURE TREATED DT—AO.0 COVER SHEET FT FOOT, FEET PTD PAPER TO DISPENSER DT=A1.0 SITE PLAN BB BULLETIN BOARD FTG FOOTING PTN PARTITION DT—A2.0 ELEVATIONS BCM BANKING CENTER MANAGER FUT FUTURE DT—A3.0 RENDERINGS BD BOARD FVC FIRE HOSE VALVE CABINET R RADIUS, RISER BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING RCP REFLECTED CEILING PLAN .34 RD ROOF DRAIN, ROAD ���� , .,..E BY BANK EQUIPMENT CONTRACTOR (NIC)— FWP FABRIC WRAPPED PANEL(S) _ REQUIRED' OPENINGS, ELEC POWER, AND O REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC GA GAGE REINF REINFORCED, REINFORCING BLDG BUILDING *ADDITIONAL SHEETS — FOR REFERENCE ONLY- GALV GALVANIZED READ REQUIRED BLKG BLOCKINGGC GENERAL CONTRACTOR REV REVISED, REVISION TOPOGRAPHY SURVEY BO BOTTOM OF - GEN GENERAL, GENERATOR RFG ROOFING OVERALL SHOPPING CENTER SITE PLAN BOT BOTTOM ` ` GFRC GLASS—FIBER REINFORCED CONCRETE RM ROOM BR BULLET RESISTANT GFRG GLASS—FIBER REINFORCED GYPSUM RO ROUGH OPENING BRG BEARING `GFRP GLASS—FIBER REINFORCED PLASTIC RT RIGHT BRZ BRONZE GL GLASS S SOUTH BSMT BASEMENT GYP GYPSUM BUR BUILT UP ROOFING GYP BD GYPSUM BOARD SC SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER CB CATCH BASIN HB HOSE BIB SCWD SOLID CORE WOOD CCR CUSTOMER CONFERENCE ROOM HC HOLLOW CORE SCHED SCHEDULE PARKING DATA CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN CGCSGL SINGLE R CERAMIC � HDBD HARDBOARD SECT SECTION C CORNER GUARD HDW HARDWARE SHEET E OF WORK: 5 STALLS CH COAT HOOK HDWD HARDWOOD SHT PARKING STALLS LOSS WITH CHASE'S SCOPE CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING SIM SIMILAR REQUIRED STACKING SPACES: 3 STALLS CJ CONTROL JOINT HO HOLD OPEN SPEC SPECIFICATION CIP CAST—IN—PLACE HORIZ HORIZONTAL CL CENTERLINE HR HOUR SPKLR SPRINKLER CLG CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL LEGAL DESCRIPTION CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COL COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE PEN PLAZA CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL WOLF --� LOT PE BLOCK 3-4 CONSTR CONSTRUCTION IWD INDIRECT WASTE DRAIN SUSP SUSPENDED A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, CONT CONTINUOUS, CONTINUE CORR CORRIDOR JAN JANITOR T TREAD/ TEMPER GLAD IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS CPET COMMON PATH OF EGRESS TRAVEL JC JANITOR CLOSET T&G TONGUE AND GROOVE CPT CARPET JT JOINT TD TRAVEL DISTANCE CSC CUSTOMER SERVICE COUNTER TEL TELEPHONE CSWK CASEWORK KIT KITCHEN TEMP TEMPERATURE, TEMPOQARY CTR CENTER KT KEYBOARD TRAY TER TERRAllO CU CUBIC THK THICK, THICKNESS L LONG TMPD TEMPERED B D DEEP, DEPTH LAM LAMINATE, LAMINATED TO TOP O DBL DOUBLE LAU LAUNDRY TOS TEAM OFFICE SPACE DD DEAL DRAWER LAV LAVATORY TPD TOILET PACER DISPEN)ER DEMO DEMOLISH, DEMOLITION LT LIGHT TSTAT THERMOSTAT DET DETAIL LTG LIGHTING TV TELEVISION qy DF DRINKING FOUNTAIN TYP TYPICAL DIA DIAMETER MAS MASONRY U3O' DIAG DIAGONAL, DIAGRAM MATL MATERIAL UGND UNDERGROUND ' = DIM DIMENSION MAX MAXIMUM UNFIN UNFINISHED DIV DIVIDE, DIVISION MECH MECHANICAL UON UNLESS OTHERWISE NOTED Iat`: FR00 , DAMPPROOFING AMPP F MED MEDIUM DN DOWN MEMB MEMBRANE VAT VACUUM ASSISTED TELLER DR DOOR, DRESSING ROOMMEZZ MEZZANINE VERT VERTICAL DS DOWNSPOUT MFD MULTI—FUNCTION DEVICE VEST VESTIBULE °, DW DISHWASHER MGT MANAGEMENT VNR VENEER ��" �' DWG DRAWING MFR MANUFACTURE, MANUFACTURE VR VAPOR RETARDER ice . DWR DRAWER MH MANHOLE VWC VINYL WALLCOVERING E MIN MINIMUM, MINUTE �, �� �O E EAST MISC MISCELLANEOUS W WEST, WIDE r KK EIFS EXTERIOR INSULATION AND MO MASONRY OPENING W/ WITH t, '• FINISH SYSTEM MS MOP SINK W/0 WITHOUT EJ EXPANSION JOINT MTD MOUNTED WC WATER CLOSET, WALLCOVERING EL ELEVATION MTL METAL WD WOOD ELEC ELECTRIC, ELECTRICAL MVBL MOVABLE WH WALL HYDRANT A ELEV ELEVATOR WP WEATHERPROOF, WATERPROOF, ENCL ENCLOSE, ENCLOSURE N NORTH WATERPROOFING, WORK POINT t€t EP ELECTRIC PANEL NIC NOT IN CONTACT WR WATER RESISTANT, WASTE RECEPTACLE AtA` EQ EQUAL NO NUMBER WT WEIGHT ,ctti EQUIP EQUIPMENT NOM NOMINAL WWF WELDED WIRE FABRIC ESCAL ESCALATOR NTS NOT TO SCALE EXH EXHAUST XFMR TRANSFORMER E � EXP EXPANSION, EXPOSED OC ON CENTER YD YARD EXIST EXISTING OD OUTSIDE DIAMETER FA FIRE ALARM �T E NORTH .AT VICINITY MAP 1 7 9 10 UNIVERSITY SHO NEW UILDREMOTE DRIVE,THRU 1901 TEXAS AV SOUTH COLL GE STATIONI CODE INFORMATION Il j''3 AUTHORITY HAVING JURISDICTION: CITY OF COLLEGE STATION H BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 N ACCESSIBILITY CODE: INTERNATIONAL LIFE SAFETY CODE 2012 Q ENERGY CODE: INTERNATIONAL ENERGY 2012 V .Ll CONSERVATION CODE N of MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE 2012 F J CD PLUMBING CODE: INTERNATIONAL PLUMBING CODE 2012 o ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 �>II FIRE CODE: INTERNATIONAL FIRE CODE 2012 STORIES: 1 GROSS AREA: 77 SF OCCUPANCY: B OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V—B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO �- 3 4 1 5 E PROJECT INFORMATION ABBREVIATIONS ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND 1901 TEXAS AVE. SOUTH AC ASPHALTIC CONCRETE INSTALLED BY OWNER INSTALLED BY CHASE BANK COLLEGE STATION, TX 77840 ACC ACCESSIBLE FD FLOOR DRAIN OH OVERHEAD ZONING: C-1 GENERAL COMMERCIAL ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE AREA OF ATM CANOPY: 77 SF AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN AREA OF SITE ALTERATION: 1,591 SF ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTS OPEN TO STRUCTURE ABOVE ADJ ADJUSTABLE FH FIRE HYDRANT PBD PARTICLEBOARD SHED FLOOR FINISHED FHC FIRE HOSE CABINET - SCOPE: ADDITION OF A STAND ALONE DRIVE—THRU ATM ISLAND. AFF ABOVE FPRCST PRECAST AHD AFTER HOUR DEPOSITORY FIG FIGURE AHU AIR HANDLING UNIT FIN FINISH, FINISHED PD PLANTER DRAIN ALT ALTERNATE FLEX FLEXIBLE PERP PERPENDICULAR ALUM ALUMINUM FLR FLOOR, FLOORING PLAM PLASTIC LAMINATE ANOD ANODIZED FLUOR FLUORESCENT PLAS PLASTER APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLYWD PLYWOOD APT APARTMENT FOIC FURNISHED BY OWNER/ PNL PANEL �( ARCH ARCHITECT, ARCHITECTURAL INSTALLED BY CONTRACTOR PL PROPERTY LINE DRAWING INDEX ATM AUTOMATIC TELLER MACHINE FP FIRE PROTECTION, FIREPROOF PR PACKAGE RECEIVER, PAIR AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING AV AU VISUAL AUDIO VI FRMG FRAMING PROP PROPERTY D AWP ACOUSTICAL WALL PANEL(S) FRT FIRE RETARDANT TREATED PT PAINT, POINT, PRESSURE TREATED DT—AO.0 COVER SHEET FT FOOT, FEET PTD PAPER TO DISPENSER DT=A1.0 SITE PLAN BB BULLETIN BOARD FTG FOOTING PTN PARTITION DT—A2.0 ELEVATIONS BCM BANKING CENTER MANAGER FUT FUTURE DT—A3.0 RENDERINGS BD BOARD FVC FIRE HOSE VALVE CABINET R RADIUS, RISER BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING RCP REFLECTED CEILING PLAN .34 RD ROOF DRAIN, ROAD ���� , .,..E BY BANK EQUIPMENT CONTRACTOR (NIC)— FWP FABRIC WRAPPED PANEL(S) _ REQUIRED' OPENINGS, ELEC POWER, AND O REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC GA GAGE REINF REINFORCED, REINFORCING BLDG BUILDING *ADDITIONAL SHEETS — FOR REFERENCE ONLY- GALV GALVANIZED READ REQUIRED BLKG BLOCKINGGC GENERAL CONTRACTOR REV REVISED, REVISION TOPOGRAPHY SURVEY BO BOTTOM OF - GEN GENERAL, GENERATOR RFG ROOFING OVERALL SHOPPING CENTER SITE PLAN BOT BOTTOM ` ` GFRC GLASS—FIBER REINFORCED CONCRETE RM ROOM BR BULLET RESISTANT GFRG GLASS—FIBER REINFORCED GYPSUM RO ROUGH OPENING BRG BEARING `GFRP GLASS—FIBER REINFORCED PLASTIC RT RIGHT BRZ BRONZE GL GLASS S SOUTH BSMT BASEMENT GYP GYPSUM BUR BUILT UP ROOFING GYP BD GYPSUM BOARD SC SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER CB CATCH BASIN HB HOSE BIB SCWD SOLID CORE WOOD CCR CUSTOMER CONFERENCE ROOM HC HOLLOW CORE SCHED SCHEDULE PARKING DATA CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN CGCSGL SINGLE R CERAMIC � HDBD HARDBOARD SECT SECTION C CORNER GUARD HDW HARDWARE SHEET E OF WORK: 5 STALLS CH COAT HOOK HDWD HARDWOOD SHT PARKING STALLS LOSS WITH CHASE'S SCOPE CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING SIM SIMILAR REQUIRED STACKING SPACES: 3 STALLS CJ CONTROL JOINT HO HOLD OPEN SPEC SPECIFICATION CIP CAST—IN—PLACE HORIZ HORIZONTAL CL CENTERLINE HR HOUR SPKLR SPRINKLER CLG CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL LEGAL DESCRIPTION CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COL COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE PEN PLAZA CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL WOLF --� LOT PE BLOCK 3-4 CONSTR CONSTRUCTION IWD INDIRECT WASTE DRAIN SUSP SUSPENDED A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, CONT CONTINUOUS, CONTINUE CORR CORRIDOR JAN JANITOR T TREAD/ TEMPER GLAD IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS CPET COMMON PATH OF EGRESS TRAVEL JC JANITOR CLOSET T&G TONGUE AND GROOVE CPT CARPET JT JOINT TD TRAVEL DISTANCE CSC CUSTOMER SERVICE COUNTER TEL TELEPHONE CSWK CASEWORK KIT KITCHEN TEMP TEMPERATURE, TEMPOQARY CTR CENTER KT KEYBOARD TRAY TER TERRAllO CU CUBIC THK THICK, THICKNESS L LONG TMPD TEMPERED B D DEEP, DEPTH LAM LAMINATE, LAMINATED TO TOP O DBL DOUBLE LAU LAUNDRY TOS TEAM OFFICE SPACE DD DEAL DRAWER LAV LAVATORY TPD TOILET PACER DISPEN)ER DEMO DEMOLISH, DEMOLITION LT LIGHT TSTAT THERMOSTAT DET DETAIL LTG LIGHTING TV TELEVISION qy DF DRINKING FOUNTAIN TYP TYPICAL DIA DIAMETER MAS MASONRY U3O' DIAG DIAGONAL, DIAGRAM MATL MATERIAL UGND UNDERGROUND ' = DIM DIMENSION MAX MAXIMUM UNFIN UNFINISHED DIV DIVIDE, DIVISION MECH MECHANICAL UON UNLESS OTHERWISE NOTED Iat`: FR00 , DAMPPROOFING AMPP F MED MEDIUM DN DOWN MEMB MEMBRANE VAT VACUUM ASSISTED TELLER DR DOOR, DRESSING ROOMMEZZ MEZZANINE VERT VERTICAL DS DOWNSPOUT MFD MULTI—FUNCTION DEVICE VEST VESTIBULE °, DW DISHWASHER MGT MANAGEMENT VNR VENEER ��" �' DWG DRAWING MFR MANUFACTURE, MANUFACTURE VR VAPOR RETARDER ice . DWR DRAWER MH MANHOLE VWC VINYL WALLCOVERING E MIN MINIMUM, MINUTE �, �� �O E EAST MISC MISCELLANEOUS W WEST, WIDE r KK EIFS EXTERIOR INSULATION AND MO MASONRY OPENING W/ WITH t, '• FINISH SYSTEM MS MOP SINK W/0 WITHOUT EJ EXPANSION JOINT MTD MOUNTED WC WATER CLOSET, WALLCOVERING EL ELEVATION MTL METAL WD WOOD ELEC ELECTRIC, ELECTRICAL MVBL MOVABLE WH WALL HYDRANT A ELEV ELEVATOR WP WEATHERPROOF, WATERPROOF, ENCL ENCLOSE, ENCLOSURE N NORTH WATERPROOFING, WORK POINT t€t EP ELECTRIC PANEL NIC NOT IN CONTACT WR WATER RESISTANT, WASTE RECEPTACLE AtA` EQ EQUAL NO NUMBER WT WEIGHT ,ctti EQUIP EQUIPMENT NOM NOMINAL WWF WELDED WIRE FABRIC ESCAL ESCALATOR NTS NOT TO SCALE EXH EXHAUST XFMR TRANSFORMER E � EXP EXPANSION, EXPOSED OC ON CENTER YD YARD EXIST EXISTING OD OUTSIDE DIAMETER FA FIRE ALARM �T E NORTH .AT VICINITY MAP 1 7 9 10 UNIVERSITY SHO NEW UILDREMOTE DRIVE,THRU 1901 TEXAS AV SOUTH COLL GE STATIONI • L Il j''3 Y H o N C o Q o cl V .Ll N N of L.-0 J J CD N o r �>II • Lo i� z CO� d' i a r E0 N N U) cn O f J j of Lo .. rS ; s V C•cc r d N N f IlL N o r ti r ti .F bq,'!£ F u. 4-� 1 r f gipp, II • OVERALL SITE PLAN NTS ji TRUE NORTH COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. W L I� 'U G ' H o N C o Q o cl V .Ll N N of L.-0 J J CD N o r �>II • Lo Lo z CO� d' d' a r E0 N N U) cn O f J j of Lo x� s V C•cc r d N N MM IlL N o r ti r ti .F bq,'!£ F u. 4-� 1 r gipp, II 1 i{ka 3�. s lP �3 =�N e 3 OVERALL SITE PLAN NTS ji TRUE NORTH COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. W L I� 'U G ' H o N C o Q o cl V .Ll N N of L.-0 J J CD N o r �>II • Lo Lo z CO� d' d' a r E0 N N U) cn O J j of Lo cocu d r C•cc 0NN d N N MM IlL N o r ti r ti 7 r F u. Z 0 0 I� 'U G ' r,. d.: p 7 N C o 'z I N V .Ll N N of J J J CD N o r �>II • Lo LO Lo rn Z Q .1 00 0.Xcoco U) cn O J j of Lo cocu d r d r a d N N Z � wWI�ti U c r 5 'U G ' r,. d.: p 7 .0 Z � wWI�ti U Z W Z U O O SO y C o 'z I N W _ to % J J J J m Q dii _ Q V v' F az��� W � wWI�ti U Z W My W o M O SO °- Q' (/) 'z I M `� W _ to % X W N v W U) Q w W > Z r 0 W W J J w V =) 0 ISSUED / REVISED DATE SITE PLAN REVIEW 06/20/12 Cover Sheet �Q+W DT -AO 0 r F 0 G 0 A 1 2 3 4 5 6 7 8 9 10 ENLARGED ATM PLAN 3/32"=1'-0" ATM ISLAND PLAN PAVING TAPPERED INSULATION UNE OF COLUMN BELOW 4 . Mk r;11 n 2'-4" O 1--- ROOF DRAIN ATM ISLAND ROOF PLAN CONCRETE BARRIER CURB PLANTING AREA W+- o 1/4- / FT. MIN. _ co 2 1/2" NOM (2.875" O.D.)Lij d - CO ® 1'-6"L 8'-2" 1 N W [` N DOMED TOP ATM ISLAND ROOF PLAN CONCRETE BARRIER CURB PLANTING AREA CONCRETE BARRIER CURB AT PLANTING 1 1/2"=1'-01' GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. _ BOLLARD COVER: VENDOR: IDEAL SHIELDS VAT LANES: BPD -OBE -4-54-S ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-54-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLU 'EYES" CONTACT:MARTY VENGEAS PHONE: (480) 380-2100 E-MAIL: MVENEGAS@IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR n 2 1/2 NOMINAL tL.010 PLU PIPES TOGETHER AND O.D.) STEEL PIPE FIfBOTH PIPES WITH 6" NOMINAL (6.625" O.D.) CONCRETE. STEEL PIPE END OF CONCRETE ISLAND 'ML W+- o R. _ co 2 1/2" NOM (2.875" O.D.)Lij d - CO ® 6 a ° N W [` DOMED TOP 0 m . Wu- 6" NOMINAL (6.625" O.D.) W Z X N d ZM~Ln STEEL PIPE. 0) 'd. Q� U) ~ r CO i O N D N � Q O 0 LLJ CL i D U) T- u N0 BOTH PIPES w/ CONCRETE (n O CONCRETE BARRIER CURB AT PLANTING 1 1/2"=1'-01' GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. _ BOLLARD COVER: VENDOR: IDEAL SHIELDS VAT LANES: BPD -OBE -4-54-S ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-54-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLU 'EYES" CONTACT:MARTY VENGEAS PHONE: (480) 380-2100 E-MAIL: MVENEGAS@IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR n 2 1/2 NOMINAL tL.010 PLU PIPES TOGETHER AND O.D.) STEEL PIPE FIfBOTH PIPES WITH 6" NOMINAL (6.625" O.D.) CONCRETE. STEEL PIPE END OF CONCRETE ISLAND 'ML W+- o 0 r co 2 1/2" NOM (2.875" O.D.)Lij d - CO ® a ° N W [` DOMED TOP 0 a Z = Wu- 6" NOMINAL (6.625" O.D.) W Z X N ZM~Ln STEEL PIPE. 0) 'd. Q� U) ~ r CO `W r O N N PLUG WELD TOGETHER w/ Q O 0 LLJ CL i DRILLED HOLES & FILL U) T- u N0 BOTH PIPES w/ CONCRETE (n O d _ Q W U) X N C) 0 0 cfl N V N N Jy-'0 J07NO • Lo U') w 1,- 0) ; z > 0 OX0 H U)I-d- 0 "d j U) dt J 0 cu 4404 0101- Z U O p c y H 0 J J Q U 3 0 PLASTIC BOLLARD COVER 2 1/2" NOM (2.875" O.D.)Lij d - CO STEEL PIPE W [` DOMED TOP a Z = 6" NOMINAL (6.625" O.D.) W Z X N STEEL PIPE. V W ~ 0 `W r M PLUG WELD TOGETHER w/ Q O M LO LLJ CL DRILLED HOLES & FILL O Z N BOTH PIPES w/ CONCRETE (n O d _ Q W U) X N C) CONCRETE ISLAND -SEE STRUCT DWGS FOR ADDL W Q jl f" INFO �•- I-• E" U w r o 00N ae W o W tY 4 . o W _ a a� FINISHED PAVEMENT - SEE CIVIL DWGS FOR ADDL INFO t— a � W a i i e — II' J :I I SII �a. I II III- 1111 t/2" COMPRESSIBLE FILLER Z V � =11 III=III=11 II_ V II-III 111_1 I 1- III '=III=III-III=III=III_ I � 12" DIAMETER CONCRETE ''-111 �III��ilil���lll�iilll„III- — — PIER ISSUED / REVISED DATE! SITE PLAN REVIEW 06/20/12 ATM ISLAND BOLLARD DETAIL 15 1,2"=1'-0" Proposed Site Plan' COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. 00 :TOTAL AREA RETAIL AREA (1/200) STORAGE AREA 0/1060):. PARKING: -RE.QUIREbPR"OVIDED `PARKING :' !,.. Anchor. ':: 60,000sf 54,290sf: 1272) -.5,710sf' i6) 278 Spaces .'..,:::-,2787*'.Spaces ' Anchor :: 40,.000sf 37,6700.f1$9) 2,33:Q-st.f3`# 199269 �.. � . 'tom Anchor 30 OOOsf 28,270sf (142) 1.730sf .(2).. 144. Spaces :'144. Spaced ; Retail 12,0000 10 800s (54) . 12,)Osf* (2)56 Spaces .:'56 Spaces Retail 19;500sf. . .17,550sf. . (88) 1950sf . (2) 90. Spaces.:. . 9.1 Spaces Retail ;9,975sf� 9,2T5sf (47) 740sf .t.1i 48:..Spades. 49 $paces .:: Retail 4,000sf 3,600sf .08) 406 -if (1) 19Spaces ' 20 Spaces:. Totals. 175,475sf 161,455sf (810) 14020sf (17) 827. ;Spaces. : 83.0: Spares: 0 di 1 �5 u UE— UE— UE— UE— UE UE— UE— UE-- UE UE_ ijE UE WOLF PEN PLAZA A MAP OR PLAT BEING OF RECORD IN VOLUME 3588, PAGE 47 IN THE g OFFICIAL RECORDS OF BRAZO§ COUNTY, TEXAS LOT 3 CALLED 15.2656 ACRES ' (CONCRETE) / "'PIP 6' �GFs`�ss J BOUNDARY LINE PER SUBDIVISION MAP SCALE: 1 „ = 20' � r (CONCRETE) / ' 0�9 LANOSC.4PE TREE (7YP) g -3 cb IIl� lr / MORGAN RECTOR °l SURVEY, A-46 CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS —10' UTILITY EASEMENT PER PLAT VOL. 408, PG. 329 (DRBCT) GENERAL TELEPHONE CO. 15' EASEMENT \ VOL. 313, PG. 205 (DRBCT) \ CURRLINE RAFTER ARY \ RIGHT—OF—WAY TAKING ■■■■■■■■■■ ■■■■■■■■■■ 0- [91,14 FAVINMAMIX, NOTES: 1. THE BEAR/NGS SHOWN HEREON ARE RELATIVE TO TRUE NORTH AS OBTAINED BY GPS OBSERVATIONS, OBSERVED AT LATITUDE: 30'36'49.85" N — LONGITUDE. • 96'1854.73" W (WGS-84). ,2 ELEVATIONS SHOWN ARE RELATIVE TO NAVD-88 US/NG CITY OF COLLEGE STATION BENCHMARK C594-129, ALUM/NUM CAP SET IN CONCRETE, PUBLISHED ELEVATION = 260.92: 3. THE SUBJECT PROPERTY /S ZONED C-1 (GENERAL COMMERCIAL). 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON OBSERVED EVIDENCE, ABOVE GROUND STRUCTURES, GROUND MARKINGS AND DRAW/NGS PROVIDED TO THE SURVEYOR BY THE CITY OF COLLEGE STAT/ON UTILITY DEPARTMENT AND BY A DIG—TESS LOCATE REQUEST THROUGH THE RESPECTIVE ENT/TIES. SEWER, WATER, AND ELECTRIC SERV/CES ARE PROVIDED BY TH£ C/TY OF COLLEGE STAT/ON, ACTUAL LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCAT/ONS SHOWN HEREON, NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND URL/TIES/STRUCTURES AND DEPTHS 5. SEWER/WATER/ELECTR/C CONTACT- MARSHALL KARKOSKA, UTILITIES DEPARTMENT, PHN: 979-777-6210 6. THE PLOT REPRESENTS A TOPOGRAPHIC SURVEY AND DOES NOT REPRESENT A BOUNDARY SURVEY OF THE SUBJECT PROPERTY. 7. EASEMENTS AND BEAR/NGS AND DISTANCES /N PARENTHESES SHOWN HEREON ARE CALLS PER SUBDIVISION MAP OF WOLF PEN PLAZA. 8. PROPERTY ADDRESS: 1901 TEXAS AVENUE SOUTH COLLEGE STAT/ON, TEXAS 77840 LEGEND 0 (GRASS) p LIGHT POLL= BACK Of CURB LOT 1 UE UNDERGROUND ELec7�Ic LINE — UNDERGROUND CALLED 0.8586 ACRE — — — CONTOUR LINF BOUNDARY LINE PER PLAT DI?BCT — DEED RECORDS OF BRAZOS COUNTY, TEXAS 3Q i GENERAL TELEPHONE CO. \ '� 10' EASEMENT VOL. 313, PGS. 193, 197, 209 (DRBCT) 6' �GFs`�ss J BOUNDARY LINE PER SUBDIVISION MAP SCALE: 1 „ = 20' � r (CONCRETE) / ' 0�9 LANOSC.4PE TREE (7YP) g -3 cb IIl� lr / MORGAN RECTOR °l SURVEY, A-46 CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS —10' UTILITY EASEMENT PER PLAT VOL. 408, PG. 329 (DRBCT) GENERAL TELEPHONE CO. 15' EASEMENT \ VOL. 313, PG. 205 (DRBCT) \ CURRLINE RAFTER ARY \ RIGHT—OF—WAY TAKING ■■■■■■■■■■ ■■■■■■■■■■ 0- [91,14 FAVINMAMIX, NOTES: 1. THE BEAR/NGS SHOWN HEREON ARE RELATIVE TO TRUE NORTH AS OBTAINED BY GPS OBSERVATIONS, OBSERVED AT LATITUDE: 30'36'49.85" N — LONGITUDE. • 96'1854.73" W (WGS-84). ,2 ELEVATIONS SHOWN ARE RELATIVE TO NAVD-88 US/NG CITY OF COLLEGE STATION BENCHMARK C594-129, ALUM/NUM CAP SET IN CONCRETE, PUBLISHED ELEVATION = 260.92: 3. THE SUBJECT PROPERTY /S ZONED C-1 (GENERAL COMMERCIAL). 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON OBSERVED EVIDENCE, ABOVE GROUND STRUCTURES, GROUND MARKINGS AND DRAW/NGS PROVIDED TO THE SURVEYOR BY THE CITY OF COLLEGE STAT/ON UTILITY DEPARTMENT AND BY A DIG—TESS LOCATE REQUEST THROUGH THE RESPECTIVE ENT/TIES. SEWER, WATER, AND ELECTRIC SERV/CES ARE PROVIDED BY TH£ C/TY OF COLLEGE STAT/ON, ACTUAL LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCAT/ONS SHOWN HEREON, NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND URL/TIES/STRUCTURES AND DEPTHS 5. SEWER/WATER/ELECTR/C CONTACT- MARSHALL KARKOSKA, UTILITIES DEPARTMENT, PHN: 979-777-6210 6. THE PLOT REPRESENTS A TOPOGRAPHIC SURVEY AND DOES NOT REPRESENT A BOUNDARY SURVEY OF THE SUBJECT PROPERTY. 7. EASEMENTS AND BEAR/NGS AND DISTANCES /N PARENTHESES SHOWN HEREON ARE CALLS PER SUBDIVISION MAP OF WOLF PEN PLAZA. 8. PROPERTY ADDRESS: 1901 TEXAS AVENUE SOUTH COLLEGE STAT/ON, TEXAS 77840 (PRL-LIM/NARY JON E. HOODS, RPLS NO. 5197 DATE: APRIL 24, 2012 THE PURPOSE OF THIS DOCUMENT IS FOR PRELIM/NARY REVIEW ONLY. PRELIMINARY, TH/S DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. W. 0. NO. 6351 (CALLISON6351.DWGAMWEW) REF.• C4LL/5ONARCH6351.✓O8 -------------------- — -- _....._...... � Hodde & Hodde Land Surveying, Inc. Professional Land Surveying 613 E. Blue Bell Road . Brenham, Texas 77833 979-836-5681. 979-836-5683(Fax) www. hoddesurveying.com LEGEND 0 70PO LOCAMN p LIGHT POLL= BACK Of CURB LOT 1 UE UNDERGROUND ELec7�Ic LINE — UNDERGROUND CALLED 0.8586 ACRE — — — CONTOUR LINF BOUNDARY LINE PER PLAT DI?BCT — DEED RECORDS OF BRAZOS COUNTY, TEXAS (PRL-LIM/NARY JON E. HOODS, RPLS NO. 5197 DATE: APRIL 24, 2012 THE PURPOSE OF THIS DOCUMENT IS FOR PRELIM/NARY REVIEW ONLY. PRELIMINARY, TH/S DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. W. 0. NO. 6351 (CALLISON6351.DWGAMWEW) REF.• C4LL/5ONARCH6351.✓O8 -------------------- — -- _....._...... � Hodde & Hodde Land Surveying, Inc. Professional Land Surveying 613 E. Blue Bell Road . Brenham, Texas 77833 979-836-5681. 979-836-5683(Fax) www. hoddesurveying.com F Ei i Ill C 11 1 2 3 4 EX TING PARKING TOI REMAIN 3 CAR OUEING @ 18'-6" EA. = 55'-6" EXISTING LANDSCAPE EXISTING LIGHT REPAIR AS REQUIRED POLES TO REMAIN 13 T -A1.0 7 61_8" _- --- 171 n 6 9 d'bt Sr NEW LANDSCAPE t BERMUDA SOD, 1185 SF REMOVE PORTION OF EXISTING CURB AND REPAIR AS REQUIRED. 3/32"=1'-0" 0 I 0 M NEW PAINTED DIRECTIONAL AROOWS NEW CONCRETE CURB NEW LANDSCAPE BERMUDA SOD, 1185 SF 5 6 7 8 s TAPPERED INSULATION LINE OF COLUMN BELOW I I i i I ' , I I , I 4 I T -A2.0 i I I 8" 1 6" I � I i - I MEMBRANE ROOFING ---' W N ' � w I � Q , � I I i I Q � I W �- ATM ISLAND ROOF PLAN 5 1/2"=1'-0„ I , � I , I I , i I , I I , I I i I CONCRETE BARRIER CURB i , ( I , i i I I PLANTING I i I AREA � I I , .° ' PAVING _ I -I-11-1 , -III-1 III- I II I=1 III- III -1I TRUE NORTH I III (=11111- III -I I I I -I I I= CONCRETE BARRIER CURB AT PLANTING 1 1/2"= 1'-0" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION 'UNIFIED DEVELOPMENT' ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. 1/4' / FT. MIN. 9 10 �r Lu tn mr u 2'-4" , - ROOF DRAIN BOLLARD COVER: VENDOR: IDEAL SHIELDS VAT LANES: BPD -OBE -4-54-S ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-54-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES" CONTACT: MARTY VENGEAS W 0 IiJ H o O '42" o \ \y co I LL I N V�0 �, a zM~� �� N OI J U) N a�xLoi BOLLARD COVER: VENDOR: IDEAL SHIELDS VAT LANES: BPD -OBE -4-54-S ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-54-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES" CONTACT: MARTY VENGEAS W 0 IiJ H o O '42" O co LL O V�0 �, a zM~� �� N OI J U) N a�xLoi • Un un H co >�rnrn to zQ ul 00 O m p Ni co jco � O H �', L In o d J� m Nt U. PHONE: (480) 380-2100 E E-MAIL: MVENEGAS@IDEALSHIELD.COMz o ORDERING: BY GENERAL CONTRACTOR i z " 2 1/2" NOMINAL (2.875 O.D.) STEEL PIPE 6" NOMINAL (6.625" O.D STEEL PIPE END OF CONCRETE ISLAP PLASTIC BOLLARD COVER DOMED TOP --� 0 IiJ p c O O N O co en L N �, a V N N J U) N O • Un un U) co >�rnrn zQ ul 00 W X X co jco N O H o In d d J� m Nt It a,� ®Z _"I, N 00e-4co N �N V JT Q PHONE: (480) 380-2100 E E-MAIL: MVENEGAS@IDEALSHIELD.COMz o ORDERING: BY GENERAL CONTRACTOR i z " 2 1/2" NOMINAL (2.875 O.D.) STEEL PIPE 6" NOMINAL (6.625" O.D STEEL PIPE END OF CONCRETE ISLAP PLASTIC BOLLARD COVER DOMED TOP --� PIPES TOGETHER AND V p � BOTH PIPES WITH 3 IiJ p c O N O W en it STEEL PIPE �, a W r j ca z Nco /- 6" NOMINAL (6.625" O.D.) 1� i co z STEEL PIPE. ul U W X N o J N O H /- PLUG WELD TOGETHER w/ In Q M CD I IN — ®Z N 00e-4co _ V JT Q l = a N i— CONCRETE ISLAND - SEE W i- STRUCT DWGS FOR ADDL 0: W Q H INFO ir,III� I—i w Cn I II ., a illlll�' IIIII- it I- W PIPES TOGETHER AND V p � BOTH PIPES WITH 3 %J p c O N O W en it STEEL PIPE �, W r j ca PIPES TOGETHER AND V p � BOTH PIPES WITH 3 ATM ISLAND PLAN/,, -o,15 1/2"=l' -O" ATM ISLAND BOLLARD DETAIL Proposes Site Plan COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ( DTmA1 ■ O /- 2 1/2" NOM (2.875" O.D.) W ap it STEEL PIPE �, W r /- 6" NOMINAL (6.625" O.D.) w z STEEL PIPE. ul U W X N o N H /- PLUG WELD TOGETHER w/ Q M DRILLED HOLES & FILL ®Z N BOTH PIPES w/ CONCRETE�/� c G V JT Q = N i— CONCRETE ISLAND - SEE W i- STRUCT DWGS FOR ADDL 0: W Q H INFO �-- I—i w Cn --j W w O W - FINISHED PAVEMENT - SEE W T_ " CIVIL DWGS FOR ADDL INFO a W - _I �- 1/2" COMPRESSIBLE FILLER Z 0 U 12" DIAMETER CONCRETE i PIER ISSUED / REVISED DATE' SITE PLAN REVIEW 06/20112 ATM ISLAND PLAN/,, -o,15 1/2"=l' -O" ATM ISLAND BOLLARD DETAIL Proposes Site Plan COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ( DTmA1 ■ F 5 CODE INFORMATION AUTHORITY HAVING JURISDICTION: CITY OF COLLEGE STATION BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 ACCESSIBILITY CODE: INTERNATIONAL LIFE SAFETY CODE 2012 ENERGY CODE: INTERNATIONAL ENERGY 2012 CD CONSERVATION CODE FCIO MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE 2012 PLUMBING CODE: INTERNATIONAL PLUMBING CODE 2012 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 FIRE CODE: INTERNATIONAL FIRE CODE 2012 STORIES: 1 GROSS AREA: 77 SF OCCUPANCY: B OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V -B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO UNIVERSITY S Ir�I�-yam � ►r : . 1 - •1;lpjz4wAwl 11■I�rJ�� •� .. . _... . __ ..._ ... _. SOUTH PROJECT INFORMATION 0 ABBREVIATIONS AFTER HOUR DEPOSITORY FIG FIGURE PRCST PRECAST 1901 TEXAS AVE. SOUTH CD ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND PD COLLEGE STATION, TX 77840 N AC ASPHALTIC CONCRETE ACC ACCESSIBLE FD INSTALLED BY OWNER FLOOR DRAIN ALTERNATE INSTALLED BY CHASE BANK FLEXIBLE PERP PERPENDICULAR Lo LO OH OVERHEAD FLR ZONING: C-1 GENERAL COMMERCIAL PLAM ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING ANODIZED FLUOR FLUORESCENT ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE APPROX AREA OF ATM CANOPY: 77 SF FO AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN W AREA OF SITE ALTERATION: 1,591 SF APTAPARTMENT ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTSOPEN TO STRUCTURE ABOVE F �l DRAWING INDEX ADJ ADJUSTABLE FH FIRE HYDRANT INSTALLED BY CONTRACTOR PL PR PROPERTY LINE PAIR SCOPE: ADDITION OF A STAND ALONE DRIVE-THRU ATM ISLAND. J —1 I� AFF ABOVE FINISHED FLOOR FHC FIRE HOSE CABINET PBD PARTICLEBOARD B A OVERALL SITE PLAN NTS 0 AHD AFTER HOUR DEPOSITORY FIG FIGURE PRCST PRECAST U CD O AHU AIR HANDLING UNIT FIN FINISH, FINISHED PD PLANTER DRAIN N N ALT ALTERNATE FLEX FLEXIBLE PERP PERPENDICULAR Lo LO ALUM ALUMINUM FLR FLOOR, FLOORING PLAM PLASTIC LAMINATE v � N0 ANOD ANODIZED FLUOR FLUORESCENT PLAS PLASTER TY " APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLYWD PLYWOOD cu W aN APTAPARTMENT 1 FOIC FURNISHED BY OWNER/ PNL PANEL F �l DRAWING INDEX ARCH ATM ARCHITECT, ARCHITECTURAL AUTOMATIC TELLER MACHINE INSTALLED BY CONTRACTOR PL PR PROPERTY LINE PAIR J —1 I� - ti Z) FP FIRE PROTECTION, FIREPROOF PACKAGE RECEIVER, t' U' AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING D AV AUDIO VISUAL FRMG FRAMING PROP PROPERTY AWP ACOUSTICAL WALL PANELS) FRT FIRE RETARDANT TREATED PT PAINT, POINT, PRESSURE TREATED DT-AO.0 COVER SHEET FT FOOT, FEET PTD PAPER TOWEL DISPENSER DT -A1.0 SITE PLAN BB BULLETIN BOARD FTG FOOTING PTN PARTITION DT -A2.0 ELEVATIONS BCM BANKING CENTER MANAGER FUT FUTURE DT -A3.0 RENDERINGS BD BOARD FVC FIRE HOSE VALVE CABINET R RADIUS, RISER BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING RCP REFLECTED CEILING PLAN BY BANK EQUIPMENT CONTRACTOR (NIC)- FWP FABRIC WRAPPED PANEL(S) RD ROOF DRAIN, ROAD REQUIRED OPENINGS, ELEC POWER, AND REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC GA GAGE REINF REINFORCED, REINFORCING * ADDITIONAL SHEETS - FOR REFERENCE ONLY BLDG BUILDING GALV GALVANIZED REQD REQUIRED TOPOGRAPHY SURVEY BLKG BLOCKING GC GENERAL CONTRACTOR REV REVISED, REVISION OVERALL SHOPPING CENTER SITE PLAN BO BOTTOM OF GEN GENERAL, GENERATOR RFG ROOFING BOT BOTTOM GFRC GLASS -FIBER REINFORCED CONCRETE RM ROOM BIR BULLET RESISTANT GFRG GLASS -FIBER REINFORCED GYPSUM RO ROUGH OPENING _ BRG BEARINGGFRP GLASS -FIBER REINFORCED ; PLASTID RT RIGHT . BRZ BRONZE GL GLASS BSMT BASEMENT GYP GYPSUM S SOUTH BUR BUILT UP ROOFING GYP BD GYPSUM BOARD Sc SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER PARKING DATA CB CCR CATCH BASIN CUSTOMER CONFERENCE ROOM HB HC HOSE BIB HOLLOW CORE SCWD SCHED SOLID CORE WOOD SCHEDULE CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN CER CERAMIC HDBD HARDBOARD SECT SECTION C CG CORNER GUARD HDW HARDWARE SGL SINGLE PARKING STALLS LOSS WITH CHASE'S SCOPE OF WORK: 5 STALLS CH COAT HOOK HDWD HARDWOOD SHT SHEET CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING REQUIRED STACKING SPACES: 3 STALLS CJ CONTROL JOINT HO HOLD OPEN SIM SIMILAR CIP CAST -IN-PLACE HORIZ HORIZONTAL SPEC SPECIFICATION CL CENTERLINE HR HOUR SPKLR SPRINKLER CLG CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL LEGAL DESCRIPTION CO COL CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE WOLF PEN PLAZA CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL LOT 1-6, BLOCK 3-4 CONSTR CONSTRUCTION IWO INDIRECT WASTE DRAIN SUSP SUSPENDED A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, CONT CONTINUOUS, CONTINUE IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS CORRCORRIDOR ^nr-r ,,,,,,,,,,L,^- „- �„��, ,, ,.�,, JAN JANITOR T — TREAD/ TEMPER GLASS T,,,, . B A OVERALL SITE PLAN NTS OWNER: CRAWFORD-AUSTIN PROP LTD 2910 FRANKLIN AVE WACO, TX 76710-7315 ZONING: C-1 ,IMF w ulQ z u W L H o a ° N =LL0 -0 0 L r' Z a xun U) � I O cu O Ni M 0 n 0 r LL ;_ O Z FINIFu AIIN U CD O W W� N pC f V N N J4- J U) o N X o • Lo LO 5 • 0) a U V v � N0 `z .�r�r 4 3. H to ,, d• TY " R- J v W a cu W aN o 1 N r W�cq 0 F �l a_�W i� 4 r J —1 I� - ti Z) 0 L t' U' IC�( w OWNER: CRAWFORD-AUSTIN PROP LTD 2910 FRANKLIN AVE WACO, TX 76710-7315 ZONING: C-1 ,IMF w ulQ z u W L H o a ° N =LL0 -0 0 L r' Z a xun U) � I O cu O Ni M 0 n ' ETAL 850 \l LTD )0 -2271 ,N LTD 00 )-2271 TRUE NORTH COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. LO R' N N T_ N M ti rn T LO 0) 0 R• R• R- N i 0 r LL ;_ O Z 0 U CD O W W� N pC f V N N J4- J U) o N X o • Lo LO 0) a U V v � N0 xO' N H to F- d• o " R- J v W a cu W aN o to W' N V W�cq 0 F ' ETAL 850 \l LTD )0 -2271 ,N LTD 00 )-2271 TRUE NORTH COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. LO R' N N T_ N M ti rn T LO 0) 0 R• R• R- N i Lt- r LL ;_ O Z ° ' ETAL 850 \l LTD )0 -2271 ,N LTD 00 )-2271 TRUE NORTH COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. LO R' N N T_ N M ti rn T LO 0) 0 R• R• R- N i ;_ O Z ° U O W W� 00 pC a y o N U Z W X o � a U V v � Q N W to ' ETAL 850 \l LTD )0 -2271 ,N LTD 00 )-2271 TRUE NORTH COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. LO R' N N T_ N M ti rn T LO 0) 0 R• R• R- N i ISSUED / REVISED DATE SITE PLAU REVIEW 06/20/12 SITE PLAN COMMENTS 07/09/12 I� I, Cover Sheet 7 9 DT-AO.O � O W W� 00 a Z W U Z W X o 0 N cO Q N W to X >_ W Q v W w o to W' � w U W�cq °- a_�W Z J —1 I� - ti Z) 0 L U' ISSUED / REVISED DATE SITE PLAU REVIEW 06/20/12 SITE PLAN COMMENTS 07/09/12 I� I, Cover Sheet 7 9 DT-AO.O � I E N C B A 1 2 3 4 5 6 wylklyinkmom I im 0 1 FAIll i � 3/32"=1'-0" PARKING ANALYSIS: SHOPPING CENTER C-1 1 SPACE/250 SF 175,475 SF TOTAL x 1/250 = 702 REQUIRED SPACES 830 ORIGINAL SPACES 5 REMOVED SPACES 825 PROVIDED SPACES 1 'NT-A2.gr RECESSED CANOPY LIGHT r - ABOVE, RUUD LIGHTING I 1'_7 1 2n RC SERIES / 6'-5" 1'-7 1/2' 1'-7 1 '-2 1 /2" 1'-6 1 /2" 1'-6 1 /2" I J L- cm n I -o1 Fo I , 0 - -----�-------i CONCRETE CUT—OUT BELOW ATM EQUIPMENT ATM ISLAND P 1/2"=l'-O"11V5--�,-/2"=11-011 I — RECESSED CANOPY LIGHT HEIGHT CLEARANCE BAR ABOVE, RUUD LIGHTING BY OWNERS VENDOR RC SERIES /3__� r� LINE OF CANOPY ABOVE 7 TAPPERED INSULATION LINE OF COLUMN BELOW MEMBRANE ROOFING s 2'-4" ATM ISLAND ROOF PLAN 100]aI:: Ilk W L O O 1/4" / FT. MIN. O E-- n I a i� V =U- PLANTING 1'-6" 00 i .� CV AREA ATM ISLAND ROOF PLAN 100]aI:: Ilk W L O O (4 O V C3 �U a °N V =U- PLANTING O 00 .� O AREA z ce) , w a v XL N �07F—O BOTH PIPES w/ CONCRETE 1� .j '-' O I' d O �Cl) DOWELS, TYP NO� O•cc STRUCT DWGS FOR ADDL ON = •�r.ALf) (, INFO N ATM: BPD -OBE -6-54-S U) s N O � i L N O r Q O O U) Nt N N r N M r ti W CONCRETE �i O O V C3 �U O ao• V 1- PLANTING 6" 01 1'-3" _ 00 STEEL PIPE. a AREA N PLUG WELD TOGETHER w/ , w Lu v N N I BOTH PIPES w/ CONCRETE 1� .j '-' O I' d O �Cl) DOWELS, TYP NO� STRUCT DWGS FOR ADDL v = •�r.ALf) (, INFO N ATM: BPD -OBE -6-54-S U) s N O � i 0) 0) p o z #4 BARS, `� z Q O O —I = O COLOR: TO MATCH BENJAMIN MOORE BL X ('! FINISHED PAVEMENT — SEE N ��d'!d CONTACT: MARTY VENGEAS �:II a � IIIIIIII- O "dd PHONE: (480) 380-2100 1/2n COMPRESSIBLE FILLER W j ,� W U) __ 3" �. E—MAIL:MVENEGAS@IDEALSHIELD.COM I I-' j LO ca r r ORDERING: BY GENERAL CONTRACTOR a d G N N D D D N t�rC]NN. CONCRETE �i 2 1/2" NOM (2.875" O.D.) O V C3 �U ao• 0 CONCRETE 2 1/2" NOM (2.875" O.D.) O BARRIER CURB 2'-0" 1- PLANTING 6" 01 1'-3" _ 00 STEEL PIPE. a AREA PAVING PLUG WELD TOGETHER w/ w Lu DRILLED HOLES & FILL 3/4" X 18" BOLLARD COVER: I BOTH PIPES w/ CONCRETE 1� t�- io N SMOOTH EXPANSION VENDOR: IDEAL SHIELDS I' d O CONCRETE ISLAND - SEE DOWELS, TYP VAT LANES: BPD -OBE -4-54-S STRUCT DWGS FOR ADDL v = (, INFO N ATM: BPD -OBE -6-54-S U) s N O � i II = 1 11= p o z #4 BARS, `� COLUMNS: BDP -OBE -4-54-S "OLE' X CD —I = ��' TYP COLOR: TO MATCH BENJAMIN MOORE BL E EYES" FINISHED PAVEMENT — SEE _ =III =( I I I I D CONTACT: MARTY VENGEAS �:II a � IIIIIIII- — I o PHONE: (480) 380-2100 1/2n COMPRESSIBLE FILLER W E 0 -1 — _ = __ 3" �. E—MAIL:MVENEGAS@IDEALSHIELD.COM I I-' PIER Z U o o ORDERING: BY GENERAL CONTRACTOR G D D D N —I"'L`4 _11 z J I�1 V 1111-1 I-- I p, —IJ U' ISSUED / REVISED j cu, DATE III -111 I —1 I —I SITE PLAN REVIEW � 06/20/12 SITE PLAN COMMENTS — —I III= I 2 1/2" NOMINAL (2.875n V V - =1 I = I = PLUG O.D.) STEEL PIPE PIPES TOGETHER AND 3 I (I-1 FILL BOTH PIPES WITH -1-1 __ _- 6 0 MI A (6.625" O.D.) CONCRETE. II I-1III I -I1 -11-1I-I-1-1111-I_ STEEL END OF CONCRETE IS LAND SE PLAN CONCRETE BARRIER CURB AT �PIA NTI N G I 1 1 /2"=1'-0" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. 4. 100% COVERAGE OF GOUNDCOVER IS REQUIRED AT PARKING ISLANDS, SWALES, DRAINAGE AREAS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. EXISTING CANOPY AND NON -CANOPY TREES WILL BE REPLACED CALIPER FOR CALIPER. 6. REMOTE DRIVE TRHU ATM IS PART OF THE WOLF PEN PLAZA BUILDING LOT. IT WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 150,000 SF LOTS OR GREATER, AS LISTED IN LIDO SECTIONS 7.4 AND 7.9F. PLASTIC BOLLARD COVER 2 1/2" NOM (2.875" O.D.) O STEEL PIPE DOMED TOP 1- 6" NOMINAL (6.625" O.D.) 00 STEEL PIPE. a Z =til, PLUG WELD TOGETHER w/ w Lu DRILLED HOLES & FILL z W °-j I BOTH PIPES w/ CONCRETE 1� t�- io N > ~ I' d O CONCRETE ISLAND - SEE °J o STRUCT DWGS FOR ADDL v = (, INFO N W U) s N O � i II N 00 N s CO °r X CD L- _ ° FINISHED PAVEMENT — SEE CIVIL DWGS FOR ADDL INFO �:II a � IIIIIIII- e. III I I lil_lii_I II III= n . I I ' IF 1/2n COMPRESSIBLE FILLER W . '=111=III=III=111=III=III=III_12" 0 DIAMETER CONCRETE ''-111_111=III-III=III-I I I-' PIER ATM I S LAND BOLLARD D ETAI L Propose Site Plai COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. DTmAl m O 1- F_wI" 00 a Z =til, Lu W U z W X I N 1� > ~ I' M O Q „I zl! M p O N W U) II N X i- W �I U LLj W C/) 0 W � W�- a`�W z J I�1 V n p, U' ISSUED / REVISED DATE SITE PLAN REVIEW 06/20/12 SITE PLAN COMMENTS 07/0'9/12 1 ABBREVIATIONS MISC CODE INFORMATION W y! _ AUTHORITY HAVING JURISDICTION: CITY OF COLLEGE STATION ABCM ASSISTANT BANKING CENTER MANAGER BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 OE ACCESSIBILITY CODE: INTERNATIONAL LIFE SAFETY CODE 2012 AC ENERGY CODE: INTERNATIONAL ENERGY 2012 INSTALLED BY OWNER CONSERVATION CODE INSTALLED BY CHASE BANK MT0 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE 2012 F FLOOR DRAIN OH OVERHEAD PLUMBING CODE: INTERNATIONAL PLUMBING CODE 2012 ACOUSTICAL CEILING PANEL ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 OPNG FIRE CODE: INTERNATIONAL FIRE CODE 2012 GROSS AREA: 120 SF OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V -B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO E PROJECT INFORMATION 1901 TEXAS AVE. SOUTH COLLEGE STATION, TX 77840 ZONING: C-1 GENERAL COMMERCIAL AREA OF ATM CANOPY: 80 SF AREA OF SITE ALTERATION: 1,591 SF SCOPE: ADDITION OF A STAND ALONE DRIVE-THRU ATM ISLAND. DRAWING INDEX D DT -A0.0 COVER SHEET DT -A1.0 PROPOSED SITE PLAN DT -A2.0 ATM PLAN & DETAILS DT -A3.0 ATM ELEVATIONS & DETAILS .rte * ADDITIONAL SHEETS - FOR REFERENCE ONLY ,A TOPOGRAPHY SURVEY OVERALL SHOPPING CENTER SITE PLAN PARKING DATA C PARKING STALLS LOSS WITH CHASE'S SCOPE OF WORK: 5 STALLS REQUIRED STACKING SPACES: 3 STALLS I.l LEGAL DESCRIPTION WOLF PEN PLAZA LOT 1-6, BLOCK 3=4 A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS 2 3 4 5 6 7 8 9 j ' `, ABBREVIATIONS MISC MISCELLANEOUS W WEST, WIDE ` " I+F ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND FINISH SYSTEM AC ASPHALTIC CONCRETE ELEVATOR INSTALLED BY OWNER Qa�xo INSTALLED BY CHASE BANK MT0 ACC ACCESSIBLE FD FLOOR DRAIN OH OVERHEAD WATERPROOFING, WORK POINT ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING WATER RESISTANT WASTE RECEPTACLE ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE WEIGHT AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN WELDED WIRE FABRIC ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTS OPEN TO STRUCTURE ABOVE 2 ADJ ADJUSTABLE FH FIRE HYDRANT PBD PARTICLEBOARD TRANSFORMER AFF ABOVE FINISHED FLOOR FHC FIRE HOSE CABINET PRCST PRECAST YARD AHD AFTER HOUR DEPOSITORY FIG FIGURE PD PLANTER DRAIN I ED FOR AHU AIR HANDLING UNIT FIN FINISH, FINISHED PERP PERPENDICULAR Le E ALT ALUM ALTERNATE ALUMINUM FLEX FLR FLEXIBLE FLOOR, FLOORING PLAM PLASTIC LAMINATE AUG 0 3 2012 ANDD ANODIZED FLUOR FLUORESCENT AS PLPLAS PLASTER COLLEGE 5 rias ION APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLYWOOD DEVELOPMENt SERVICES APT APARTMENT FOIC FURNISHED BY OWNER/ PNL PANEL ARCH ARCHITECT, ARCHITECTURAL INSTALLED BY CONTRACTOR PL PROPERTY LINE J ATM AUTOMATIC TELLER MACHINE FP FIRE PROTECTION, FIREPROOF PR PACKAGE RECEIVER, PAIR AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING AV AUDIO VISUAL FRMG FRAMING PROP PROPERTY 06/20/12 AWP ACOUSTICAL WALL PANELS) FRT FIRE RETARDANT TREATED PT PTD PAINT, POINT PRESSURE TREATED PAPER TOWEL DISPENSER FT FOOT, FEET BB BULLETIN BOARD FTG FOOTING PTN PARTITION BCM BANKING CENTER MANAGER FLIT FUTURE BD BOARD FVC FIRE HOSE VALVE CABINET R RADIUS, RISER BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING RCP REFLECTED CEILING PLAN BY BANK EQUIPMENT CONTRACTOR (NIC)- FWP FABRIC WRAPPED PANEL(S) RD ROOF DRAIN, ROAD REQUIRED OPENINGS, ELEC POWER,, AN REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC _ GA GAGE REINF REINFORCED, REINFORCING BLDG BUILDING GALV GALVANIZED REQD REQUIRED `BLKG BLOCKING GC GENERAL CONTRACTOR REV REVISED, REVISION BO BOTTOM OF GEN GENERAL, GENERATOR RFG ROOFING BOT BOTTOM GFRC GLASS -FIBER REINFORCED CONCRETE RM ROOM BR BULLET RESISTANT GFRG GLASS -FIBER REINFORCED GYPSUM RO ROUGH OPENING BRG BEARING :_ GFRP GLASS -FIBER REINFORCED PLASTIC RT RIGHT BRZ BRONZE GL GLASS BSMT BASEMENT GYP GYPSUM S SOUTH BUR BUILT UP ROOFING GYP BD GYPSUM BOARD SC SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER CB CATCH BASIN HB HOSE BIB SCWD SOLID CORE WOOD CCR CUSTOMER CONFERENCE ROOM HC HOLLOW CORE SCHED SCHEDULE CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN GER CERAMIC HDBO HARDBOARD SECT SECTION CG CORNER GUARD HDW HARDWARE SGL SINGLE CH COAT HOOK HDWD HARDWOOD SHT SHEET CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING CJ CONTROL JOINT HO HOLD OPEN SIM SIMILAR CIP CAST -IN-PLACE HORIZ HORIZONTAL SPEC SPECIFICATION CL CENTERLINE HR HOUR SPKLR SPRINKLER CLG CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET - -- HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL CO CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COL COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL CONSTR CONSTRUCTION IWD INDIRECT WASTE DRAIN SUSP SUSPENDED CONT CORR CONTINUOUS, CONTINUE CORRIDOR JAN JANITOR T TREAD/ TEMPER GLASS CPET COMMON PATH OF EGRESS TRAVEL JC JANITOR CLOSET T&G TONG E AND GROOVE CPT CARPET JT JOINT TD TRAVEL DISTANCE CSC CUSTOMER SERVICE COUNTER TEL TELEPHONE CSWK CASEWORK KIT KITCHEN TEMP TEMPERATURE, TEMPORARY CTR CENTER KT KEYBOARD TRAY TER TERRAllO CU CUBIC THK THICK, THICKNESS L LONG TMPD TEMPERED D DEEP, DEPTH LAM LAMINATE, LAMINATED TO OF DBL DOUBLE LAU LAUNDRY TOS TOP FILE SPACE DD DEAL DRAWER LAV LAVATORY TPD TOILET PAPER DISPENSER DEMO DEMOLISH, DEMOLITION LT LIGHT TSTAT THERMOSTAT DET DETAIL LTG LIGHTING TV TELEVISION ,A > DF DRINKING FOUNTAIN TYP TYPICAL DIA DIAMETER MAS MASONRY OIAG DIAGONAL, DIAGRAM MATL MATERIAL UGND UNDERGROUND DIM DIMENSION MAX MAXIMUM UNFIN. UNFINISHED DIV DIVIDE, DIVISION MECH MECHANICAL LION UNLESS OTHERWISE NOTED DMPF DAMPPROOF, DAMPPROOFING MED MEDIUM DN DOWN MEMB MEMBRANE VAT VACUUM ASSISTED TELLER DR DOOR, DRESSING ROOM MEZZ MEZZANINE VERT VERTICAL DS DOWNSPOUT MFD MULTI -FUNCTION DEVICE VEST VESTIBULE DW DISHWASHER MGT MANAGEMENT VNR VENEER DWG DRAWING MFR MANUFACTURE, MANUFACTURE VR VAPOR RETARDER DWR DRAWER MH MANHOLE VWC VINYL WALLCOVERING MIN MINIMUM MINUTE j ' `, E EAST MISC MISCELLANEOUS W WEST, WIDE ` " I+F EIFS EXTERIOR INSULATION AND M0. MASONRY OPENING W/ W/0 WITH WITHOUT WH FINISH SYSTEM MS MOP SINK ELEVATOR : Qa�xo EJ EXPANSION JOINT MT0 MOUNTED WC WATER CLOSET, WALLCOVERING r . § ■ 1. x ! x*y�r r■ T VICINITY MAP 1 ` 4 x EL ELEVATION MTL METAL WD WOOD a ELEC ELECTRIC, ELECTRICAL MVBL MOVABLE WH WALL HYDRANT Y EIEV ELEVATOR : Qa�xo WP WEATHERPROOF, WATERPROOF, ENCL ENCLOSE, ENCLOSURE N NORTH M WATERPROOFING, WORK POINT x EP ELECTRIC PANEL NIC NOT IN CONTACT WR WATER RESISTANT WASTE RECEPTACLE av: EQ EQUAL NO NUMBER WT WEIGHT W EQUIP EQUIPMENT NOM NOMINAL WWF WELDED WIRE FABRIC 1 r � ESCAL ESCALATOR NTS NOT TO SCALE N 2 4 EXH EXHAUST XFMR TRANSFORMER P SON EXPOSED EXPANSION, OC CENTER ON E YD YARD EXIST FA EXISTING FIRE ALARM OD OUTSIDE DIAMETER I ED FOR r F— r Le E U) O AUG 0 3 2012 W.W o W o: t/)W COLLEGE 5 rias ION U a DEVELOPMENt SERVICES UNIVERSITY SHOP 10 N W UILDR MOT DRIV mTHRU 1901 T XAS AV SOUT-H COLL G STATION, TX 77840 _OVERALL SITE PLAN NTS PT W0 � yo a a fx yN >a 0 LLC) W V 0 v ti o t zm : Qa�xo QF-ee 0 a � .� 0 N u' �r M U d._ N 7ti=F 0� �q. 4 V k= �r P, `W r > F_ A FF 3 J � t P r k � n+ r J f k a i f t tt S 1 r � k �4 1§✓ t i U Ti }� i J Y Z N 2 • r � i a 0UA = Q N x W Q I! N 1111 Wiwi, F- F— 1 W0 � yo a ° N LLC) W V 0 v ti o ul zm 1vt Qa�xo QF-ee 0 a � .� 0 N �r M U d._ N 7ti=F 0� 0 0 co N V � N .,1 J cl) N O LO L0 P.- n� Z,>;o p x(0 h toI—It 0 -'qt j W c d J to t" a 't � N V�DF ' EfAL 850 LTD )0 -2271 1111111111c) "° 00 y� )-2271 i Cover She!et -13 p VA TRUE NORTH LP j I I'AD COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. OTmAUmU: 0 W 00 F" W ti W z N V WX `W r > F_ ® l M 0 Z N 2 G7 0UA = Q N x W Q F- F— r U) O W.W o W o: t/)W M U a a W J Z J 0 U ISSUED / REVISED DATE SITE PLAN REVIEW_ 06/20/12 SITE PLAN COMMENTS 07/09/12 SITE PLAN COMMENTS 07/24/12 Cover She!et -13 p VA TRUE NORTH LP j I I'AD COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. OTmAUmU: F VICINITY MAP ws Sy EROSION CONTROL AT EXISTING GRADE INLET NTs WOLF PEN PLAZA EXISTING BUILDING TO REMAIN qm�IN It ot 1 ,i v ... ..... . 4 ltNg EXISTING TRANSFORMER P I m m R 'm' RR, N 77773F R0, ' EXI TING PAR ING TO EMAIN : ........ ..... EXISTING TREE TO REMAIN ..... . .... NEW LANDSCAPE 1185 SF NEW PAINTED NEW CONCRETE CURB DIRECTIONAL ARROWS . . . ........ EX STING PAF KING EXI 3TING PA ING J TO REMAIN TO REMAIN . . . ...... ... .............. . . ........ ... . . - A. . . ........ ...... . .... . .......... ............... A ............. PARKING ANALYSIS: SHOPPING CENTER C-1 1 SPACE/250 SF 175,475 SF TOTAL x 1/250 = 702 REQUIRED SPACES 830 ORIGINAL SPACES 5 REMOVED SPACES 825 PROVIDED SPACES TRUE NORTH O O (o C14 N C) U) C-4 0 U) Lo I.- cy) Z 0fn X (.0 ii W F- 0 . J W co j Lo co v- - 04 co v- a ro LLS W uj Z LLJ W D z LLJ > co X o12< Co. C Z W uj Z LLJ W D z LLJ > co X o12< 0 C Z REV IEWED FUK NSE ..ovwir AUG 0 3 2012 COLLhUh 6 IA1 ION DEVELOPMENT SERVICES PLAT FILED:3L--_ COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. Proposed Site Plan 1T1mA1 111110 < 0 C U) x >- LU �; W W cl) LIJI, J 01 L3 -0 uj > L6 z 0 REVIEWED FOR —--— -- COMPLIANCE - - - - - - -ISSUED REVISED DATE 0 6 012 AUG 2 SITE PLAN REVIEW 06/20/12 SITE PLAN COMMENTS 07:/09/12 COLLEGE SIATIC�N/ SITE PLAN COMMENTS i 07124/1' , ENGINEERING REV IEWED FUK NSE ..ovwir AUG 0 3 2012 COLLhUh 6 IA1 ION DEVELOPMENT SERVICES PLAT FILED:3L--_ COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. Proposed Site Plan 1T1mA1 111110 A E D C 1.9 A GENERAL NOTES:. 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STA11ON UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. TAPPERED INSULATIC LINE OF COLUMN BELO IIT, roIT, 41 I: a:Z#I011R, V-7 1/2" V-7 1/2" 6'-5" A 1 T -A3. FU �Planning Fi1,ft 0 REVIEWED FOR COMPLIANCE AUG 0 3 2012 CuLLtut a W ION DEVELOPMENT SERVICES PLAT FILED: V-7 1/2- B fm NOTE: TYPE 'G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.-S, TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. CONCRETE BARRIER CURB PLANTING AREA 3/4" X 18" SMOOTH EXPANSION DOWELS, TYP r#4 BARS, TYP BOLLARD COVER: VENDOR: IDEAL SHIELDS ATM: BPD—OBE-6-54—S COLUMNS: BDP—OBE-4-30—S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES" CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E—MAIL: MVENEGAS©IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR 2 I// -if NOMINAL (2.875" O.D.) STEEL PIPE 6" NOMINAL (6.625" O.D. STEEL PIPE END OF CONCRETE-ISLAN PLASTIC BOLLARD COVER DOMED TOP —� LUG PIPES TOGETHER AND ILL BOTH PIPES WITH ONCRETE. /-2 1/2" NOM (2.875" O.D.) STEEL PIPE 6" NOMINAL (6.625" O.D.) STEEL PIPE. PLUG WELD TOGETHER w/ DRILLED HOLES & FILL CL BOTH PIPES w/ CONCRETE J N w I - _a - �- CONCRETE ISLAND SEE °- o STRUCT DWGS FOR ADDL INFO N O \ 00 cif a . u ° o a. ►— FINISHED PAVEMENT SEE CIVIL DWGS FOR ADDL INFO I Illiil5, :FI I II I I� 1/2" COMPRESSIBLE FILLER �.a a III—III—III— __ F � '=I I I=1I MI I MI II=I I MI I MI 1 12» DIAMETER CONCRETE 11111111lllll„III- PIER w L i w N 0 a—N�� O s�-� N 0 N H V N J M�0)Lo z� o co Q *-'x i�N N U) I— CO � 0 co O N Z ,-. IL 0titi I.L 1 11 It d' E z O w z U O O N 0 N H V N J J o co J c/) N O V v 3 In Lo Lo 1.-0) 0) Z Q x(bco p I.L 1 11 It d' J Lo T- Q "t N t� 0 L{. E z m w z U O p N 0 H N J J .� co •c a V v 3 f` �I ail ATM ISLAND BOLLARD DETAIL ---- ii 15 1/2"=1'-0” �) ATM P1 in & l Details COPYRIGHT Q 2012 CALLISON ARCHITECTS, P.C. DTmA2,0 m w p N w w ti h f` QzzII x o W U w M O °' <C CO 0 Z N Q W cn X H i- w < F-- I— v w n W o w W O� U Q r w _ J z J ISSUED / REVISED DATE SITE PLAN REVIEW 06120/12 SITE PLAN COMMENTS 07109/12 SITE PLAN COMMENTS 07'124/12 ail ATM ISLAND BOLLARD DETAIL ---- ii 15 1/2"=1'-0” �) ATM P1 in & l Details COPYRIGHT Q 2012 CALLISON ARCHITECTS, P.C. DTmA2,0 GROSS AREA: 120 SF OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V -B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO E PROJECT INFORMATION 1901 TEXAS AVE. SOUTH COLLEGE STATION, TX 77840 ZONING: C-1 GENERAL COMMERCIAL AREA OF ATM CANOPY: 80 SF AREA OF SITE ALTERATION: 1,591 SF SCOPE: ADDITION OF A STAND ALONE DRIVE-THRU ATM ISLAND. DRAWING INDEX 0 DT-AO.0 COVER SHEET DT -A1.0 PROPOSED SITE PLAN DT -A2.0 ATM PLAN & DETAILS DT -A3.0 ATM ELEVATIONS & DETAILS * ADDITIONAL SHEETS - FOR REFERENCE ONLY An TOPOGRAPHY SURVEY ` OVERALL SHOPPING CENTER SITE PLAN PARKING DATA C PARKING STALLS LOSS WITH CHASE'S SCOPE OF WORK: 5 STALL REQUIRED STACKING SPACES: 3 STALLS i t LEGAL DESCRIPTION i WOLF PEN PLAZA LOT 1-6, BLOCK 3=4 A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS �t f 40 , I t i;1;gm fwi 11 A. km WIN sk 6 n r i 01, ti + 01 VICINITY MAP 1 , 2 3 4 5 6 7 STALL' ABBREVIATIONS ( CODE INFORMATION 0 AUTHORITY HAVING JURISDICTION: CITY OF COLLEGE STATION ABCM ASSISTANT BANKING CENTER MANAGER BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 OE ACCESSIBILITY CODE: INTERNATIONAL LIFE SAFETY CODE 2012 AC ENERGY CODE: INTERNATIONAL ENERGY 2012 INSTALLED BY OWNER CONSERVATION CODE INSTALLED BY CHASE BANK J�o J MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE 2012 F FLOOR DRAIN OH OVERHEAD PLUMBING CODE: INTERNATIONAL PLUMBING CODE 2012 ACOUSTICAL CEILING PANEL ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 OPNG FIRE CODE: INTERNATIONAL FIRE CODE 2012 GROSS AREA: 120 SF OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V -B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO E PROJECT INFORMATION 1901 TEXAS AVE. SOUTH COLLEGE STATION, TX 77840 ZONING: C-1 GENERAL COMMERCIAL AREA OF ATM CANOPY: 80 SF AREA OF SITE ALTERATION: 1,591 SF SCOPE: ADDITION OF A STAND ALONE DRIVE-THRU ATM ISLAND. DRAWING INDEX 0 DT-AO.0 COVER SHEET DT -A1.0 PROPOSED SITE PLAN DT -A2.0 ATM PLAN & DETAILS DT -A3.0 ATM ELEVATIONS & DETAILS * ADDITIONAL SHEETS - FOR REFERENCE ONLY An TOPOGRAPHY SURVEY ` OVERALL SHOPPING CENTER SITE PLAN PARKING DATA C PARKING STALLS LOSS WITH CHASE'S SCOPE OF WORK: 5 STALL REQUIRED STACKING SPACES: 3 STALLS i t LEGAL DESCRIPTION i WOLF PEN PLAZA LOT 1-6, BLOCK 3=4 A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS �t f 40 , I t i;1;gm fwi 11 A. km WIN sk 6 n r i 01, ti + 01 VICINITY MAP 1 , 2 3 4 5 6 7 STALL' ABBREVIATIONS ( 0 ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND N AC ASPHALTIC CONCRETE V INSTALLED BY OWNER a INSTALLED BY CHASE BANK J�o J ACC ACCESSIBLE FD FLOOR DRAIN OH OVERHEAD UlC14 ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING N ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE 0CSI AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN IL V- ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTS OPEN TO STRUCTURE ABOVE N ADJ ADJUSTABLE FH FIRE HYDRANT LIJ AFF ABOVE FINISHED FLOOR FHC FIRE HOSE CABINET PBD PARTICLEBOARD AHD AFTER HOUR DEPOSITORY FIG FIGURE PRCST PRECAST AHU AIR HANDLING UNIT FIN FINISH, FINISHED PD PLANTER DRAIN ALT ALTERNATE FLEX FLEXIBLE PERP PLANTER (DRAIN CULAR �.i ALUM ALUMINUM FLR FLOOR, FLOORING PER PLASTIC LAMINATE ANOD ANODIZED FLUOR FLUORESCENT PLAS PLASTER APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLAS PLYWOOD APT APARTMENT FDIC FURNISHED BY OWNER/ PLY PANEL ARCH ARCHITECT, ARCHITECTURAL INSTALLED BY CONTRACTOR PL PROPERTY LINE ATM AUTOMATIC TELLER MACHINE FP FIRE PROTECTION, FIREPROOF PR PACKAGE RECEIVER, PAIR AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING AV AUDIO VISUAL FRMG FRAMING PROP PROPERTY AWP ACOUSTICAL WALL PANELS) FRT FIRE RETARDANT TREATED PT PAINT, POINT PRESSURE TREATED FT FOOT, FEET PTD PAPER TOWEL DISPENSER BB BULLETIN BOARD FTG FOOTING PTN PARTITION BCM BANKING CENTER MANAGER FLIT FUTURE BD BOARD FVC FIRE HOSE VALVE CABINET R RADIUS, RISER Nil BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING RCP REFLECTED CEILING PLAN C BY BANK EQUIPMENT CONTRACTOR (NIC)- FWP FABRIC WRAPPED PANEL(S) RD ROOF DRAIN, ROAD REQUIRED OPENINGS, ELEC POWER, AND REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC GA GAGE REINF REINFORCED, REINFORCING BLDG BUILDING GALV GALVANIZED REQD REQUIRED x� BLKG BLOCKING _ GC GENERAL CONTRACTOR REV REVISED, REVISION BO BOTTOM OF GEN GENERAL, GENERATOR -2271 BOT BOTTOM GFRC GLASS -FIBER REINFORCED CONCRETE RRFG M ROOFING BR _ BULLET RESISTANT - GFRG GLASS -FIBER REINFORCED GYPSUM RO ROUGH OPENING BRG BEARING GFRP GLASS -FIBER REINFORCED PLASTIC RT RIGHT f # ,r 3Dte5 BRZ BRONZE GL GLASS BSMT BASEMENT GYP GYPSUM S SOUTH BUR BUILT UP ROOFING GYP BD GYPSUM BOARD SC SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER CB CATCH BASIN HB HOSE BIB SCWD SOLID CORE WOOD CCR CUSTOMER CONFERENCE ROOM HC HOLLOW CORE SCHED SCHEDULE CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN CER CERAMIC HDBD HARDBOARD SECT SECTION CG CORNER GUARD HDW HARDWARE SGL SINGLE CH COAT HOOK HDWD HARDWOOD SHT SHEET CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING CJ CONTROL JOINT HO HOLD OPEN SIM SIMILAR CIP CAST -IN-PLACE HORIZ HORIZONTAL SPEC SPECIFICATION CL CENTERLINE HR HOUR SPKLR SPRINKLER CLO CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET - HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL CO CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COL COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL CONSTR CONSTRUCTION IWD INDIRECT WASTE DRAIN SUSP SUSPENDED CONT CONTINUOUS, CONTINUE CORR CORRIDOR JAN JANITOR T TREAD/ TEMPER GLASS CPET COMMON PATH OF EGRESS TRAVEL JC JANITOR CLOSET T&G TONG E AND GROOVE CPT CARPET JT JOINT TD TRAVEL DISTANCE CSC CUSTOMER SERVICE COUNTER TEL TELEPHONE CSWK CASEWORK KIT KITCHEN TEMP TEMPERATURE, TEMPORARY CTR CENTER KT KEYBOARD TRAY TER TERRAllO CU CUBIC THK THICK, THICKNESS L LONG TMPD TEMPERED D DEEP, DEPTH LAM LAMINATE, LAMINATED TO TOP OF DBL DOUBLE LAU LAUNDRY TOS TEAM OFFICE SPACE DD DEAL DRAWER LAV LAVATORY TPD TOILET PAPER DISPENSER DEMO DEMOLISH, DEMOLITION LT LIGHT TSTAT THERMOSTAT DET DETAIL LTG LIGHTING TV TELEVISION DF DRINKING FOUNTAIN TYP TYPICAL DIA DIAMETER MAS MASONRY DIAG DIAGONAL, DIAGRAM MATL MATERIAL UGND UNDERGROUND DIM DIMENSION MAX MAXIMUM UNFIN. UNFINISHED DIV DIVIDE, DIVISION MECH MECHANICAL UON UNLESS OTHERWISE NOTED DMPF DAMPPROOF, DAMPPROOFING MED MEDIUM DN DOWN MEMB MEMBRANE VAT VACUUM ASSISTED TELLER DR DOOR, DRESSING ROOM MEZZ MEZZANINE VERT VERTICAL DS DOWNSPOUT MFD MULTI -FUNCTION DEVICE VEST VESTIBULE '+ DW DISHWASHER MGT MANAGEMENT VNR VR VENEER VAPOR RETARDER DWG DRAWINGMFR MANUFACTURE, MANUFACTURE DWR DRAWER MH MANHOLE VWC VINYL WALLCOVERING MIN MINIMUM, MINUTE E FAST MISC MISCELLANEOUS W WEST, WIDE F� EIFS EXTERIOR INSULATION AND M0. MASONRY OPENING W/ WITH FINISH SYSTEM MS MOP SINK W/O WITHOUT EJ EXPANSION JOINT MTD MOUNTED WC WATER CLOSET, WALLCOVERING EL ELEVATION MTL METAL WD W000 ELEC ELECTRIC, ELECTRICAL MVBL MOVABLE WH WALL HYDRANT �x ELEV ELEVATOR WP WEATHERPROOF, WATERPROOF, rr ENCL ENCLOSE, ENCLOSURE N NORTH WATERPROOFING, WORK POINT EP ELECTRIC PANEL NIC NOT IN CONTACT WR WATER RESISTANT, WASTE RECEPTACLE EQ EQUAL NO NUMBER WT WEIGHT EQUIP EQUIPMENT NOM NOMINAL WWF WELDED WIRE FABRIC wE ESCAL ESCALATOR NTS NOT TO SCALE EXH EXHAUST XFMR TRANSFORMER hz E EXP EXPANSION, EXPOSED OC ON CENTER YD YARD EXIST EXISTING OD OUTSIDE DIAMETER FA FIRE ALARM =vIEWED r' mom ®R 1w vvMPLEA CE AUG 0 3 2012 COLLEGE 5IAI LION DEVELOPMEN SERVICES I 1901 TEXAS AVE. SOUTH COLLEGE STATION, TX�7784 OVERALL SITE PLAN ws 10 .�� L ( 0 CD N V z U- a J�o J Lu N C► r • Lo u? t,- to UlC14 M r LO aF- Q x N �� (0 r O•Ri 0CSI N U�N1� g�'-'MM d �}- IL V- ° i fl - 81 1- 2 1 Li. .�� o 0 CD N V N N J�o J N C► r • Lo u? t,- to LO O �� x L Q 0 0 o x(6co �� ° d' d• d �}- J U) r a d N N t?�olimu. .�� Hx uu �� x L �� ui ll 7r LIJ d { z lA r. �'� . ' Fr 7 • �.i dul pg �uuAN 3: LTD ..., 00 �Ye e� 2 t Lys,.p �' -2271. _ NO s Nil C ujD x� Aw POO -2271 f # ,r 3Dte5 .a � TRUE NORTH COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ISSUED / REVISEDDATE SITE PLAN REVIEW_ 06/i20/12 SITE PLAN COMMENTS 07/09/12 SITE PLAN COMMENTS 07/24/12 N 0 M M LO N N E - w n a: a Cover Sheet -)3- DTmA0m6'D!' m i A 2)Nirr NTs NTS Sy NOTE: SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. EROSION CONTROL AT EXISTING GRADE INLET, Iffs HV l'a ............... ....... .... ... . ....... . . . . . . . . . . . . .................... .. N . .... .......... . . . . ....... . ... . ..... . ........... ... ...... . . ........ .... . . ... ......... EXISTING' RKING TO REMAIIU-14,3t K .._.._........._...._...I..._...................... .. .. ................. . -Ir- ENLARGED ATM PLAN 3/32n=1s-0n DATE U 0 2 2 3 4 5 6 7 8 9 10 U-) X Ld r, OSI Obi 0) 0 coloo o c\111 C-4 d. 0 c0i V_! 2)Nirr NTs NTS Sy NOTE: SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. EROSION CONTROL AT EXISTING GRADE INLET, Iffs HV l'a ............... ....... .... ... . ....... . . . . . . . . . . . . .................... .. N . .... .......... . . . . ....... . ... . ..... . ........... ... ...... . . ........ .... . . ... ......... EXISTING' RKING TO REMAIIU-14,3t K .._.._........._...._...I..._...................... .. .. ................. . -Ir- ENLARGED ATM PLAN 3/32n=1s-0n NEW LANDSCAPE 1185 SF NEW CONCRETE CURB - EXISTING LANDSCAPE NJpN&JRK4ffEl REMA14-� 1M EXISTING LIGHT 11POLES TO KYW-- TRUE NORTH EXISTING P TO REMAIN -REVIEWED FOR COMPLIANCE AUG 0 6 201Z COLLEGE S'fATIO'N ENGINEERING REVIEWED FOK COMPLIANCE AUG 03 2012 COLLtUt 6 W ION DEVELOPMENT SERVICES PLAT FILED:3L_� COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. W DATE U 0 2 co c*4 im U- SITE PLAN COMMENTS 04 z C" 1- NEW LANDSCAPE 1185 SF NEW CONCRETE CURB - EXISTING LANDSCAPE NJpN&JRK4ffEl REMA14-� 1M EXISTING LIGHT 11POLES TO KYW-- TRUE NORTH EXISTING P TO REMAIN -REVIEWED FOR COMPLIANCE AUG 0 6 201Z COLLEGE S'fATIO'N ENGINEERING REVIEWED FOK COMPLIANCE AUG 03 2012 COLLtUt 6 W ION DEVELOPMENT SERVICES PLAT FILED:3L_� COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. W DATE U 0 2 co c*4 0 U- SITE PLAN COMMENTS 04 z C" 1- o C-4 U-) U) U-) X Ld r, OSI Obi 0) 0 coloo o c\111 C-4 d. 0 c0i V_! ce) I C.4 L v— = Il ­ 0 ti M) r, m o 0 DATE SITE PLAN REVIEW co c*4 0 ,i 07/1109/12 SITE PLAN COMMENTS 04 cl) • o C-4 U-) U) U-) Z 0 NX0j0 r, OSI Obi 0) 0 J co 0 JW d. j Lo N C'i Cc 13 1- W6 z0 DATE SITE PLAN REVIEW z 0 ,i 07/1109/12 SITE PLAN COMMENTS 0 0 .j J co ISSUED / REVISED DATE SITE PLAN REVIEW 06/120/12 SITE PLAN COMMENTS ,i 07/1109/12 SITE PLAN COMMENTS f: 07/24/12 Site Pla," DTmAl F E D C G7 11 2 3 4 5 6 7 8 9 I 10 13'-7" 1'-7 1/2" V-7 1 olA ATM ISLAND PLAN 1 ll/f--l' 0" GENERAL NOTES:. 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. TAPPERED INSULATIC LINE OF COLUMN BELO 6'-5" 1'-7 1/2" 1 B T -A3. 5 ATM ISLAND ROOF PLAN 1/ Planning File c�p� REVIEWED FOR � COMPLIANCE AUG 0 3 2012 CULLtut ,-3 iAf ION DEVELOPMENT SERVICES PLAT FILED: "' DRAIN w a NOTE: TYPE 'G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S, TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. CONCRETE BARRIER CURB PLANTING AREA 3/4" X 18" SMOOTH EXPANSION DOWELS, TYP r#4 BARS, TYP , BOLLARD COVER: VENDOR: IDEAL SHIELDS ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-30-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES" CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E-MAIL: MVENEGAS®IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR 2 1/2" NOMINAL (2.875 O.D.) STEEL PIPE 6" NOMINAL (6.625" O.D STEEL PIPE END OF CONCRETE'-1SLAI PLASTIC BOLLARD COVER DOMED TOP LUG PIPES TOGETHER AND ILL BOTH PIPES WITH o o CC) rw STEEL PIPE. V N jO • to Lo, �>1.-0ii a 2 N. p(nxI H coF- �Nt co = u- o I! PLUG WELD TOGETHER w/ uj z v W ulZ s- M O Lo 4 N N W Xi N o mr e. Q2 C , ONN M (I Q M CONCRETE ISLAND - SEE u titi N STRUCT DWGS FOR ADDL 2 = 004 O N INFO =1i L6 o o ' CC) N STEEL PIPE. V N jO • to Lo, �>1.-0ii Lo A z 00 1� p(nxI H coF- �Nt co �O � J W `l) JLf) �v7T" PLUG WELD TOGETHER w/ 4 d' m Chi z v W 0 ONCRETE. E Z z U Q 0 c N N N . J J = j ca V 2 1/2" NOM (2.875" O.D.) STEEL PIPE 6" NOMINAL (6.625" O.D.) o STEEL PIPE. 1� W W' PLUG WELD TOGETHER w/ a z I DRILLED HOLES & FILL W z BOTH PIPES w/ CONCRETE W U W Xi N o I > M CL Q M CONCRETE ISLAND - SEE 0 N STRUCT DWGS FOR ADDL 2 = O N INFO LU to Q x i- W h- � U W � a � FINISHED PAVEMENT - SEE w i.0 a CIVIL DWGS FOR ADDL INFOQ W v- ILL 1/2" COMPRESSIBLE FILLER _ Z t.? = 0 i 12" DIAMETER CONCRETE I ISSUED / REVISED DATE PIER SITE PLAN REVIEW 06/120/12 SITE PLAN COMMENTS 07/;09/12 SITE PLAN COMMENTS 07/124/12 , ;3 ATM ISLAND BOLLARD DETAIL i ,n_, _o COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. r _ I I I 1 2 3 4 5 6 7 8 9 10 '— W O _ L- o CEMENT PLASTER, COLOR: HEIGHT CLEARANCE SIGN AND SUPPORT BY ACCESSIBLE BEIGE CEMENT PLASTER, COLOR: Lo L ~ i ACCESSIBLE BEIGE Z cy) ti io OWNERS VENDOR SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF CP_2 EAST ELEVATION TOTAL BUILDING AREA: 38 SF r N 6 5 CP -2 5 WEST ELEVATION TOTAL BUILDING AREA: 38 SF Q X N BRICK SQUARE FOOTAGE: 14 SF BRICK SQUARE FOOTAGE: 14 SF BRICK SQUARE FOOTAGE: 15 SFBRICK SQUARE FOOTAGE: 15 SF T -A3.0 T -A3.0 T -A3.0 STONE SQUARE FOOTAGE: 12 SF CEMENT PLASTER, COLOR: STONE SQUARE FOOTAGE: 12 SF STONE SQUARE FOOTAGE: 13 SF STONE SQUARE FOOTAGE: 13 SF o CD EIFS SQUARE FOOTAGE: 15 SF ACCESSIBLE BEIGE EIFS SQUARE FOOTAGE: 15 SF EIFS SQUARE FOOTAGE.: 10 SF7 EIFS SQUARE FOOTAGE: 10 SF c 'N N TOP OF CANOPY CP -2 0 cu TOP OF CANOPY TOP OF CANOPY '� 10'-1" 10'-1" r- N r, r U IL t- O BOTTOM OF CANOPY _ BOTTOM OF CANOPY LL W-10" 8'-10" F CEMENT PLASTER, COLOR: o BOTTOM OF CANOPY 8'-10" LATTE /� CEMENT PLASTER, COLOR: - o I, LATTE CEMENT PLASTER COLOR: N COORDINATE SIGNAGE ' GP -1 ACCESSIBLE BEIGE J -BOX LOCATIONS WITH N ELECTRICAL AND CP -2 J o \ OWNER'S VENDOR J 07 N Flo Lo I,� Lo ..�r.orn Z > �o 0 7 CEMENT PLASTER, COLOR: LATTE CEMENT PLASTER, COLOR: G ir-0 0 0 d d CP -1 J !YLATTE 0 et d �- T.O. CAST STONE T.O. CAST STONE - T.O. CAST STONE a d co N N 4'-0" ---- _ --- 4,_O„ _- - - -- CAST STONE VENEER, 4'-0" COLOR: LIMESTONE ❑� LCAST STONE VENEER, $T_1 -,_� CAST STONE CAST STONE VENEER, COLOR: LIMESTONE VENEER, COLOR: COLOR: LIMESTONE ST -1 LIMESTONE ST -1 i' E - CAST STONE STARTER CAST STONE STARTER - i' CAST STONE STARTER COURSE, COLOR: COURSE, COLOR: COURSE, COLOR: LIMESTONE LIMESTONE o LIMESTONE • T.O. CURB T.O. CURB O' -O„ 0'-0" C Lz- M�GY •� D- 'i SOUTH ELEVATION NORTH ELEVATION EAST ELEVATION WEST ELEVATION 34 1/2"=1'-0" 1/2"=;'-0 i D i SHEET M AL CAP SCREWED I II' ROOF MEMBRANE TAPERED ROOF INSULATION TO PLYWOOD AS REQ'D SINGLE PLY ADHERED TAPPERED ROOF WOOD JOISTS PER BLOCKING PER ROOF GRAIN BEAM PER .: 1/2 PLYWOOD STRUCTURAL 3 JOISTS EQUALLY ROOF DRAIN FASTENED TO 2x Z o 11 ROOF SYSTEM—� INSULATION STRUCTURAL STRUCTURAL O HAILERS Z , rM 7 'NMN CLIP LAP MEMBRANE ROOF Q c TOP OF CANOPY .. :- _ OVER 2x4 NAILERS C o i uT �� ,- ow i�� / _ SOT -A3.0 / � - TOP OF CANOPY � � N � � l -- -- - AND PLYWOOD �, wR�� SIGN ... k, EAG, ..ur1i� ==-•_�=- - - _ _ - .- AND SUPPORT BY �:; j m OWNERS VENDOR I u BOTTOM OF CANOPY CEMENT PLASTER, COLOR: BOTTOM OF CANOPY V :. IV 9'-4" ACCESSIBLE BEIGE I I 9 -4 CANOPY FRAMING PER I i STRUCTURAL (I -7 8" CEMENT PLASTER OVER _ _ --- HSS POSTS PER T 3 2x4 NAILERS ELF FURRING LATH OVER 2 STRUCTURAL ( ) I I LAYERS BUILDING PAPER i GYPSUM SOFFIT BOARD. DO NOT SOFFIT VENT INSTALL UNTIL WEATHER (I PROTECTION FOR THE I ( -EXT. PLYWOOD SHEATHING. SEE STRUCTURAL GYPSUM SOFFIT BOARD: DO NOT I I ROOF DRAIN. CAST IRON INSTALLATION IS PROVIDED PER I I ( INSTALL UNTIL WEATHER PROTECTION I I OR PVC SCH. 40 WHERE CBC 2508.2.1 i I -2x4 WOOD FRAMING FOR THE INSTALLATION IS PROVIDED ALLOWED BY CODE. HSS POSTS PER PER CBC 2508.2.1 9" GYPSUM SOFFIT BOARD STRUCTURAL RECESSED CANOPY LIGHTING, I I RUUD LIGHTING MRC0615-1, TYP T -A3.0 VENTED DRIP SCREED CO (I T A3.0 FRAMING PER STRUCTURAL--"( I d- T.O. CAST STONE I I I I )11�T.O. CAST STONE ( W 4'-O" &4 4'_O�' CANOPY SECTION Z) w ® I I -CAST STONE VENEER 6 1 1/2"=1'-0" a Z W I; ❑� ®® ( I CAST STONE VENEER, I I Z N m I I COLOR: LIMESTONE (I -1-1/4 AIR SPACE SLI W o U -SELF FURRING LATH OVER 2 I. Q c� LAYERS BUILDING PAPER o Z N I BOLLARD. SEE 7/AO.6 i - Q O EXT. PLYWOOD SHEATHING. _ CCAST OURSE, STARTER ` -7/8" CEMENT PLASTER OVER W Q N - X F �— ROOF DOWNSPOUT. SELF FURRING LATH OVER 2 B COLOR. LIMESTONE LAYERS BUILDING PAPER > W Q P' �) DOWNSPOUT RODENT SCREEN.. I li C.) -EXT. PLYWOOD SHEATHING. ' ~ ~ Co w SEE STRUCTURAL � p FOUNDATION PER I I W� CD W � -2x4 WOOD FRAMING a STRUCTURAL I ( W j �. a> W 1/2" EXT. GYP z J BD. SHEATHING J CANOPY SECTION CANOPY SECTION /2" GAP MIN. 5 i C:J 4 1/2"=l' -O" 1/2"= 1 ,-O" METAL FLASHING ISSUED / REVISED DATE SMOOTH FACE I! SITE PLAN REVIEW Ofi/20/12 F/ I;� �a �Y a ' a d ,r STONE TRIM SITE PLAN COMMENTS 07/09/12 SITE PLAN COMMENTS 07/24/12 (�(°� I' 4.�+�..?khr- l 'A. � CAST STONE - SAVANNA PERMIT SET 07/24/12 STONE, ROCKFACE I 'I 'LIMESTONE #3' - I. A AUG 112012 II _ DEVELOPMENT ICES PLAT FILED: l FINISH SCHEDULE tib- STONE WAINKUT 7 CAST STONE VENEER: cP-t CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER 141-6ph � I (� 1 1/2"=V-O"/� AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). MANUFACTURER: REFER TO SPECIFICATIONS ACCENT BAND) Tr ! u` -f r ` � U ATM Elev' tions 4" WIDE x 8" HIGH x 4" DEEP U.N.O. PRODUCT. REFER TO SPECIFICATIONS n MANUFACTURER: REFER TO SPECIFICATIONS NOMINAL SIZE 2 ( ) " L . ! & Details COLOR: TO MATCH SHERWIN WILLIAMS #SW 6108 LATTE PRODUCT: REFER TO SPECIFICATIONS TEXTURE: ROCKFACE{�,1 � r.�. i`� � I COLOR: 'LIMESTONE #3' FINISH: STO SILICO LIT 1.0 (FINE) COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 ACCESSIBLE BEIGE" Vt�17V ����I' >'� I' FINISH: STO SILICO LIT 1.0 (FINE) DTmA3mo COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. i i I 1 2 3 4, VICINITY MAP NTS NOTE: • SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALLBE REPLACED UPON FIRST SIGN OF DETERIORATION. -lei 01; 1 5 6 7 8 9 10 EROSION CONTROL AT EXISTING GRADE INLET NTS I EXISTING TRANSFORMER TO f`7 9 IT, 0 NEW LANDSCAPE 1185 SF NEW CONCRETE CURB - EXISTING LANDSCAPE REPAIR AS REQUIRED EXISTING TREE TO REMAIN 00 ..... . .. . .. . .......... cD % ........... . . LO EXISTING LIGHT POLES TO REMAIN �0- ................. ................... ................ PARKING ANALYSIS: SHOPPING CENTER C-1 1 SPACE/250 SF 175,475 SF TOTAL x 1/250 = 702 REQUIRED SPACES 830 ORIGINAL SPACES 5 REMOVED SPACES 825 PROVIDED SPACES TRUE NORTH EXISTING TREE TO REMAIN NEW PAINTED DIRECTIONAL ARROWS 29'-7 1/2" EXISTING P TO REMAIN Lr w Ln z u 0 04 LL c) U a0 1- 0) Lr) z cr) X LO 04 tp (D 1.- (0 (0 T-- T- 04 04 0 0 — Cr) c') cf) T- T- C -4 =o t- I - IL , t-- 1: P. LL. 0 O (0 c\I (I)* C14 j 4- 0 J U) 04 0 • Lo LO LO > 0 0 0 U) U) 0 � 14 .J Lf) cc T— "t — c\1 CN cc 0 1- N6 z 0 z 0 U) H 0 -1 ----- LA -j cc 0 i K C) p. 00 ............... . .............. w W f,- z ..... z . ..... . ................ .... . . . .... . ........... .... W C) UJ co .. .......... Lf) z N U) 0 .......... .............. .. .. .. ... .... ...... Lu >- UJ W ' C/) 0 c> W LL CL z Jij ISSUED REVISED DATE', SITE PLAN REVIEW 06/2.0112 ............ SITE PLAN COMMENTS 07/091,"/12 / 12 SITE PLAN COMMENTS 07/24,!' PERMIT SET CCD N0.1 .09/24 12ii — (AE I can CMR cd NMS ii 4 P posed to Plan -T �qcv,-2 COPYRIGHT ©2012 CALL ON ARCHITECTS, P. DT-A1.�VO F A D C 0 A 3 n 5 6 7 ATM ISLAND PLAN 1/2"= V -O" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. f OVERFLOW DRAIN E: TYPE 'G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A IMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S, Tti CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM ANCE OF 10' APART. n ^nr-rr MONOLITHIC CONCRETE CURB AND GUTTER 1 1/2"=1'-0" 8 9 4" NOM (4.5" 0. D.) GALVANIZED STEEL PIPE FILLED SOLID w/ CONCRETE 30" IN HEIGHT 12" DIAMETER CONCRETE PIER CONCRETE ISLAND -- SEE STRUCT DWGS FOR ADDL INFO 1/2" COMPRESSIBLE FILLER NOTE: BOLLARDS AT COLUMNS TO BE 30" ABOVE TOP OF CURB. FINISHED PAVEMENT - SEE CIVIL DWGS FOR ADDL INFO 10 O l 'OIL, Ul L o 0 N r H (N j A- .jco _ Q O N Lo Ln � 0 L �U-O O O 0¢XcoCD PLASTIC BOLLARD H N rn Ln COVER tnti Z "' J d' DOMED TOP Q Q -�XLoN �— N — - NN 0 DC c (o 'r- c co T- ,' C'O ONN U) CC G � •'-' M co � ff 1/2 u W � 0 X COMPRESSIBLE FILLER L F u. ATM ISALAND BOLLARD DETAIL 3 BOLLARD COVER: VENDOR: IDEAL SHIELDS ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-30-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES" CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E-MAIL: MVENEGAS@IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR i O O l CD 0 N V N (N j A- .jco O N C) i O Lo Ln � 0 Lo 0 Z > O O 0¢XcoCD H N It O d d J d' jLn- T-� Qd• — - NN 0 a. Q N. Z o U 0 C V1 H 0- U) J J = J J � U V v 3 3 3 COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ' DT -A2. 1 l 0 00 1- W ti WWXo W > "' 0 a. Q c h N U) O N W (n X �. w w r 0 W o W ir_ W W a Q = z J V > 0 ' V r ISSUED / REVISED DATE I! SITE PLAN REVIEW 06/20/(12 SITE PLAN COMMENTS 07/09/1112 SITE PLAN COMMENTS 07/24/112 PERMIT SET 07/24/11;12 CCD NO.1 09/24/11112 COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. ' DT -A2. 1 F E 1 2 3 4 5 6 7 8 9 i' 10 - HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR TOP OF CANOPY BOTTOM OF CANOPY T.O. CAST STONE SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 35 SF DOG HOUSE BY OWNER'S VENDOR a D ATM BY OWNER'S VENDOR SOUTH ELEVATION. CEMENT PLASTER, CC' ACCESSIBLE BEIGE CP -2 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF r ­r _­rnn­r- Ie rr SINGLE PLY ADHERED TAPPERED ROOF ROOF SYSTEM INSULATION HEIGHT CLEARANCE SIGN TOP OF CANOPY 10'-7" -CAST STONE VENEER, COLOR: LIMESTONE ST -1 -CAST STONE STARTEF COURSE, COLOR: LIMESTONE CANOPY FRAMING PER /-ROOF DRAIN STRUCTURAL I NORTH ELEVATION v,. _o ROOF MEMBRANE 7 \DT-A3.CV AND SUPPORT BY - .. . _ .._ _ ...... �,. _. _ _ ....-._ - ......._ OWNERS VENDOR BOTTOM OF CANOPY CEMENT PLASTER, COLOR: 91_4" ACCESSIBLE BEIGE HSS POSTS PER----_ STRUCTURAL T.O. CAST STONE 4'-0" GYPSUM SOFFIT BOARD. DO NOT INSTALL UNTIL WEATHER I I -7/8" CEMENT PLASTER - 2 8 1/2" PROTECTION FOR THE I ( OVER SELF FURRING LATH INSTALLATION IS PROVIDED PER I I OVER 2 LAYERS BUILDING CBC 2508.2.1 (I PAPER SOFFIT VENT RECESSED CANOPY LIGHTING, RUUD LIGHTING MRC0615-1, TYP I I -EXT. PLYWOOD SHEATHING GYPSUM SOFFIT BOARD. DO NOT INSTALL UNTIL WEATHER PROTECTION -20 WOOD FRAMING FOR THE INSTALLATION IS PROVIDED PER CBC 2508.2.1 �WL�S� Q D i i -EXT. PLYWOOD SHEATHING II 1 8 FRAMING PER STRUCTURAL - I( 1d1JOURSE/ JIV,ryL Jlni\I LIt C COLOR: LIMESTONE l) I I I I FOUNDATION PER I I STRUCTURAL � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J CANOPY SECTION 4 1 /2"=1 '_0" FINISH SCHEDULE D1_'I5Sf510Nf-VfNEETR_ — — v - CP -1 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). MANUFACTURER: REFER TO SPECIFICATIONS NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) PRODUCT: REFER TO SPECIFICATIONS TEXTURE: ROCKFACE COLOR: TO MATCH SHERWIN WILLIAMS #SW 6108 "LATTE" COLOR: 'LIMESTONE #3' FINISH: STO SILICO LIT 1.0 (FINE) BOLLARD. SEE 7/AO.6 EAST ELEVATION TOTAL BUILDING AREA: 38 SF STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE.: 25 SF CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE CAST STONE VENEER, COLOR: LIMESTONE — EAST ELEVATION 3 1,2._,._o. TAPERED ROOF INSULATION ROOF DRAIN TOP OF CANOPY Ilk BOTTOM OF CANOPY 9' -4 - HSS POSTS PER STRUCTURAL II II ROOF DRAIN. CAST IRON OR PVC SCH. 40 WHERE ALLOWED BY CODE. CANOPY SECTION 1/2"= 1'-0" T.O. CAST STONE 4'-0" Y -CAST STONE VENEER -1-1/4" AIR SPACE -SELF FURRING LATH OVER 2 LAYERS BUILDING PAPER -EXT. PLYWOOD SHEATHING. ROOF DOWNSPOUT. _ DOWNSPOUT NOZZLE 12" AFF W/ RODENT SCREEN. -CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE TOP OF CANOPY 10'-1" BOTTOM OF CANOPY 8'-10" -COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR- -CEMENT ENDOR-CEMENT PLASTER, c COLOR: LATTE OT.O. CAST STONE 4'-0" —CAST STONE VENEER, COLOR: LIMESTONE OL T.O. CURB 0'-0" ELEVATION TOTAL BUILDING AREA: 38 SF E SQUARE FOOTAGE: 13 SF SQUARE FOOTAGE: 25 SF WEST ELEVATION 4 1/2"=1'-0" SHEET METAL CAP SCREWED TO PLYWOOD AS REQ'D 1/2" PLYWOOD FASTENED TO L2x NAILERS ( LAP MEMBRANE ROOF WIND CLIP OVER 2x4 NAILERS AND PLYWOOD 1 CANOPY SECTION 7/8" CEMENT PLASTER OVER SELF FURRING LATH OVER 2 LAYERS OF BUILDING PAPER EXTERIOR PLAYWOOD SHEATING HSS POST - 2X4 STUD FRAMING - 1/2" SEALANT JT METAL FLASHING CAST STONE - SAVANNA STONE, ROCKFACE 'LIMESTONE #3' 2x4 NAILERS GYPSUM SOFFIT BOARD STONE WAINSCOT cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER ACCENT BAND) MANUFACTURER: REFER TO SPECIFICATIONS PRODUCT: REFER TO SPECIFICATIONS COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE" FINISH: STO SILICO LIT 1.0 (FINE) COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. 'Elk W L. O r H _ a O N 'C:) W 00N W az L_Ln ZM �� ~ d' a-xu*) a U) F- W' V Z W O'Cc o N r a 2 N M U "�� 0.� '7r.2F Ot` M 0 0 co N V N N 0 J N 0 • Lo L0 r._ 0)Z> 0 0X co H � E•- �t o d• J W cn d J Lo ca a N N V�DF Z ° Z 9 O pa N o 0' J J ca V v � ATM Elevations & Details 11 W W 00N az W' V Z W X o r >Lo ~ M M 0 co Z O N _ N W X w Q ~ U w W 0n o W U)Lu 0_ a > W Z J U ISSUED / REVISED DATE SITE PLAN REVIEW 06/20/1;12 SITE PLAN COMMENTS 07/09/112 SITE PLAN COMMENTS 07/24/;:12 PERMIT SET 07/24/112 Ai CCD NO.1 09/24/11112 ATM Elevations & Details 11 Fl A R 9 A 1 2 3 4 5 6 7 8 9 10 ATM ISLAND PLAN 1/2"=1'-0" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 , OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVEL, MFNT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. HEIGHT CLEARANCE BAR NOTE: TYPE V EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S, TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 6" RAISED 1/2" MONOLITHIC COMPRESIBLE CONCRETE CURB ROOF DRAIN FILLER 2* -0' PLANTING PAVING 1.-3" ' AREA e- 0 10 1V-- 6 v Ra Ln 3" OVERFLOW DRAIN to 0 I I I I ffi I I I I I I ffi I I 11= ff -1111 P F-111 —I.—III I I I — FIT NOTE: CONCRETE CURB TO BE BUILT 0 #4 BARS PER THE CITY OF COLLEGE STATION 0 3/4" X 18" SMOOTH EXPANSION DOWELS DESIGN STANDARDS. MONOLITHIC CONCRETE CURB --' C AND GUTTER 6 1 BOLLARD COVER: VENDOR: IDEAL SHIELDS ATM: BPD—OBE-6-54—S COLUMNS: BDP—OBE-4-30—S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLUE EYES" CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E—MAIL: MVENEGAS@IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR 4" NOM (4.5" O.D.) GALVANIZED STEEL PIPE FILLED SOLID w/ CONCRETE 30" IN HEIGHT 12" DIAMETER CONCRETE PIER CONCRETE ISLAND qFF qTRHCT nWGS PLASTIC BOLLARD COVER 0 DOMED TOP I -x 1/2" U) COMPRESSIBLE co FILLER FOR ADDL INFO \n In cll 1/2" COMPRESSIBLE 1 i FILLER L'' NOTE: BOLLARDS AT COLUMNS TO BE 30" ABOVE TOP OF CURB. . .......... . . . . ..................... ..... ...... El FINISHED PAVEMENT — SEE CIVIL DWGS• •- .11 Kniiiiiiii � I 11 -• I I 1111109HRM ATM ISLAND BOLLARD DETAIL 3 ,,Z•_V_o• 51 Z z 0 CD 0 -x 0 U) co J • P- 51 z orvL/�(�t Rp f� cww/� dmn "� mo��i� Voll gni, � 0:\Projects\0-Chase\Chase—ATM\Handi Stop Texaco\Caddchhstx\Sheets\Handi Stop DT-AO.O.dwg 9/21/12 2:09 PM Z z 0 0 IRT 0 U) co J • P- z orvL/�(�t Rp f� cww/� dmn "� mo��i� Voll gni, � 0:\Projects\0-Chase\Chase—ATM\Handi Stop Texaco\Caddchhstx\Sheets\Handi Stop DT-AO.O.dwg 9/21/12 2:09 PM Details �o:u� DT-A2m COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. Lo IRT co • P- uj W x CL cf) 0 c1r) Lo Z C'4 U) Lr) 0 1 C,4 uj — z 19 Q 0 Z 0 to 0 Ww � U) 04 UJI 0 c) ISSUED REVISED DATE:! SITE PLAN REVIEW 5/31/12 SITE PLAN COMMENTS 6/25/1i!2 SITE PLAN COMMENTS 7/16/12 PERMIT SET 8/21/i �2 �D NO. 1 09/2412 Details �o:u� DT-A2m COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR TOP OF CANOPY F BOTTOM OF 8'-10" T.O. CAST 41-0" I 0 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 35 SF DOG HOUSE BY OWNER'S VENDOR NORTH ELEVATION, J1/2"=1'-0" SINGLE PLY ADHERED ROOF SYSTEM HEIGHT CLEARANCE SIGN • TOP OF CANOPY 10,_7" AND SUPPORT BY OWNERS VENDOR ;i BOTTOM OF CANOPY 9'-4- c 0 A HSS POSTS PER----, STRUCTURAL T.O. CAST STONE 4'-0" ATM BY OWNER'S VENDOR CEMENT PLASTER, CO' ^" ACCESSIBLE BEIGE CP -2 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF r'rr r^, unr r^^T1^r. 2G cr CAST STONE VENEER, COLOR: LIMESTONE ST -1 CAST STONE STARTEF COURSE, COLOR: LIMESTONE SOUTH ELEVATION 1/2"= V-10" EAST ELEVATION TOTAL BUILDING AREA: 38 SF STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE.: 25 SF CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE CAST STONE VENEER, COLOR: LIMESTONE — - CEMENT .PLASTER, COLOR: ACCESSIBLE BEIGE OL TOP OF CANOPY 101-1" BOTTOM OF CANOPY 8'-10" — COORDINATE SIGNAGE J—BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE di T.O. CAST STONE 4'-0" -CAST STONE VENEER, COLOR: LIMESTONE IIF Kowlig WEST ELEVATION EAST 3 v,.-� -0 4 1/2"= -o a - ROOF MEMBRANE TAPERED ROOF INSULATION j - - ROOF DRAINROOF -- ' DRAIN INSULATION STRUCTURAL 1 2 3 4 5 7 VT-A3.V 6 7 8 9 I' 10 HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR TOP OF CANOPY F BOTTOM OF 8'-10" T.O. CAST 41-0" I 0 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 35 SF DOG HOUSE BY OWNER'S VENDOR NORTH ELEVATION, J1/2"=1'-0" SINGLE PLY ADHERED ROOF SYSTEM HEIGHT CLEARANCE SIGN • TOP OF CANOPY 10,_7" AND SUPPORT BY OWNERS VENDOR ;i BOTTOM OF CANOPY 9'-4- c 0 A HSS POSTS PER----, STRUCTURAL T.O. CAST STONE 4'-0" ATM BY OWNER'S VENDOR CEMENT PLASTER, CO' ^" ACCESSIBLE BEIGE CP -2 SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF STONE SQUARE FOOTAGE: 12 SF r'rr r^, unr r^^T1^r. 2G cr CAST STONE VENEER, COLOR: LIMESTONE ST -1 CAST STONE STARTEF COURSE, COLOR: LIMESTONE SOUTH ELEVATION 1/2"= V-10" EAST ELEVATION TOTAL BUILDING AREA: 38 SF STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE.: 25 SF CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE COORDINATE SIGNAGE J -BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE CAST STONE VENEER, COLOR: LIMESTONE — - CEMENT .PLASTER, COLOR: ACCESSIBLE BEIGE OL TOP OF CANOPY 101-1" BOTTOM OF CANOPY 8'-10" — COORDINATE SIGNAGE J—BOX LOCATIONS WITH ELECTRICAL AND OWNER'S VENDOR CEMENT PLASTER, COLOR: LATTE di T.O. CAST STONE 4'-0" -CAST STONE VENEER, COLOR: LIMESTONE IIF Kowlig WEST ELEVATION EAST 3 v,.-� -0 4 1/2"= -o a - ROOF MEMBRANE TAPERED ROOF INSULATION TAPPERED ROOF CANOPY FRAMING PER - - ROOF DRAINROOF -- ' DRAIN INSULATION STRUCTURAL e Ij 7 VT-A3.V TOP OF CANOPY 10'-7" r— CEMENT PLASTER, COLOR: BOTTOM OF CANOPY ACCESSIBLE BEIGE 9'-4" GYPSUM SOFFIT BOARD. DO NOT INSTALL UNTIL WEATHER I ( " —7/8 CEMENT PLASTER - HSS POSTS PER PROTECTION FOR THE I I OVER SELF FURRING LATH STRUCTURAL INSTALLATION IS PROVIDED PER I ( OVER 2 LAYERS BUILDING M CBC 2508.2.1 PAPER SOFFIT VENT RECESSED CANOPY LIGHTING, -EXT. PLYWOOD SHEATHING GYPSUM SOFFIT BOARD. DO NOT IRON ( I O OPVCDRSCH.C40TWHEE RUUD LIGHTING MRC0615-1, TYP I I INSTALL UNTIL WEATHER PROTECTION E (I —2x4 WOOD FRAMING FOR THE INSTALLATION IS PROVIDED ALLOWED BY CODE. I ( PER CBC 2508.2.1 - lI��LLf�1JJ/s-.� —EXT. PLYWOOD SHEATHING aD I I T-�. h Z J 8 FRAMING PER STRUCTURAL v `IllQDT-A3.V I I I I T.O. CAST STONE w I I 4'-0" —CAST STONE VENEER LY CAST STONE VENEER, o ( I -1/4" AIR SPACE ° COLOR: LIMESTONE � N -SELF FURRING LATH OVER 2 LAYERS BUILDING PAPER BOLLARD. SEE 7/AO.6 W 771 -EXT. PLYWOOD SHEATHING. CAST STONE STARTER l COURSE, ROOF DOWNSPOUT. COLOR: LIMESTONE DOWNSPOUT NO 12" l� AFF W/ RODENT SCREEN. I I FOUN)ATION PER I STRLCTURAL � ( I-------------------------------� CANOPY SECTION CANOPY SECTION 5 ,/211=1'-0" 6 1/2'1=1'-0" NIII KT-� FINISH SCHEDULE , ST N N . cP-� CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). MANUFACTURER: REFER SPECIFICATIONS NOMINAL SIZE: 24" WIDE x 8" HIGH x 4" DEEP (U.N.O.) PRODUCT: REFER TO SPECIFICATIONS TEXTURE: SIZE: CE COLOR: TO MATCH SHERWIN WILLIAMS #SW 6108 "LATTE" COLOR: 'LIMESTONE #3' FINISH: STO SILICO LIT 1.0 (FINE) cP-2 CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER ACCENT BAND) MANUFACTURER: REFER TO SPECIFICATIONS PRODUCT: REFER TO SPECIFICATIONS COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 "ACCESSIBLE BEIGE" FINISH: STO SILICO LIT 1.0 (FINE) FAI WIND CLIP -r WEST ELEVATION TOTAL BUILDING AREA: 38 SF STONE SQUARE FOOTAGE: 13 SF EIFS SQUARE FOOTAGE: 25 SF SHEET METALII:CAP SCREWED TO PLYWOOD !AS REQ'D 1/2" PLYWOOD FASTENED TO 2x NAILERS LAP MEMBRANE ROOF OVER- 2x4 NAILERS - 6 AND PLYWOOD 2x4 NAILERS 9" * " GYPSUM SOFFIT BOARD CAN 0 PY DETAIL -1 7_CANOPY 1 1/2"= 1'-0" 7/8" CEMENT PLASTER OVER SELF FURRING LATH OVER 2 LAYERS OF BUILDING PAPER EXTERIOR PLAYWOOD SHEATING HSS POST - 2X4 STUD FRAMING - 1/2" SEALANT JT METAL FLASHING CAST STONE - SAVANNA STONE, ROCKFACE 'LIMESTONE #3' 1 STON8E O:\Projects\0-Chase\Chase ATM\Handl Stop Texaco\Caddchhstx\Sheets\Handl Stop DT-AO.O.dwg 9/21/12 2:09 PM COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. a, *,D 43 r, °U e Ij QO I 0 Z Z O C� y U) o J J = J ca U ATM Elevat`ons & Details QO a o LLI W X o M O Lo z N (n o 0 N LLI - Z 0O Q h Z J v Q w _ O LY o W w � N Q W J J t, p ISSUED / REVISED DATEII SITE PLAN REVIEW 5/31/;2 SITE PLAN COMMENTS 6/25/12 SITE PLAN COMMENTS 7/16/1.2 PERMIT SET 8/21/12 CCD NO.1 09/24,12 ATM Elevat`ons & Details ME A" 02 8 2 3 4 5 6 7 HEIGHT CLEARANCE SIGN AND SUPPORT BY OWNERS VENDOR SOUTH ELEVATION TOTAL BUILDING AREA: 41 SF BRICK SQUARE FOOTAGE: 14 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 15 SF TOP OF CANOPY BOTTOM OF 81-10" T.O. CAST STONE 4! -On SOUTH ELEVATION_ CEMENT PLASTER, COLOR: ACCESSIBLE BEIGE CP 2 t TAD Ac PAKIADV 1-1 THIN BRICK COLUMN CLADDING, COLOR: RED SUNSET BY ACME BRICK COMPANY -CAST STONE VENEER, COLOR: LIMESTONE -CAST STONE STARTER COURSE, COLOR: LIMESTONE getft ELEVATION TOTAL BUILDING AREA: 41 SF BRICK SQUARE FOOTAGE: 14 SF STONE SQUARE FOOTAGE: 12 SF EIFS SQUARE FOOTAGE: 15 SF NORTH ELEVATION EAST ELLI BRICK SQ STONE SC EIFS SQUi 3 EAST ELEVATION 9 10 '�. W L to 0 0 c?) ~Rt u CD o 0 c\1 WEST ELEVATION TOTAL BUILDING AREA: 38 SF r5 a 4- M T PLASTER, COLOR- BRICK SQUARE FOOTAGE: 15 SF STONE SQUARE FOOTAGE: 13 SFu CN m v - L 0 BIBLE BEIGE EIFS SQUARE FOOTAGE: 10 SF FOP OF CANOPY 30TTOM OF CANOPY (o 04 B, -Ion V C-4 J C) COORDINATE SIGNAGE nil C,4 Lo Lo J -BOX LOCATIONS WITH 4) ti 0) ELECTRICAL AND Z > OWNER'S VENDOR 0 X co F - o BRICK COLUMN JTHIN Lo co CLADDING, COLOR: RED -t -c; 04 SUNSET BY ACME BRICK COMPANY T.O. CAST STONE 41-0" CAST STONE VENEER, COLOR: LIMESTONE i' Isc . 0 46 � XD y CAST STONE Or 0\1DY 0 STARTER COURSE, COLOR: LIMESTONE :0 OD T.O. CURB of -on � WEST ELEVATION 4 SHEET METAL CAP SCREWED TO PLYWOO[ AS REQ'D HEIGHT CLEARANCE SIGN 1/2" PLYWO ju E 0 AND SUPPORT BY FASTENED T 2x Z TAPERED ROOF INSULATION FAST OWNERS VENDOR ROOF MEMBRANE Z. NAILERS LAP MEMBRANE ROOF 0 SINGLE PLY ADHERED TAPPERED ROOF ROOF DRAIN r6 ROOF DRAIN WIND CLIP OVER 2x4 NAILERS 0 ROOF SYSTEM INSULATION \DT -A3.01 AND PLYWOOD TOP OF CAN OPYAdk TOP OF CANOPY BOTTOM OF CANOPY CEMENT PLASTER, COLOR: I - BOTTOM OF CANOPY p 81-10 x4 NAILERS ACCESSIBLE BEIGE 8'-10- 41-411 HSS POSTS PER .41 STRUCTURAL CANOPY FRAMING PER V STRUCTURAL SOFFIT VENT ROOF DRAIN. CAST IRON 10 I I1 6f V GYPSUM SOFFIT BOARD. DO NOT D. DO GYPSUM SOFFIT B INSTALL UNTIL WEATHER OR PVC SCH. 40 WHERE BRICK VENEER OVER SELF NOT FURRING LATH OVER 2 ALLOWED BY CODE. PROTECTION FOR THE INSTALL UNTIL WEATHER V/ LAYERS BUILDING PAPER GYPSUM SOFFIT BOARD 9" HSS; POSTS PER INSTALLATION IS PROVIDED PER PROTECTION FOR THE 4-4- ,�",T \".T N0. CBC 2508.2.1 SHEATHING. INSTALLATION IS PROVIDED 2NI, OVER EXT. PLYWOOD r7 STRUCTURAL PER CBC 2508.2.1 0 VT -A3 RUUD LIGHTING MRCO615-1, Typ FRAMING PER STRUCTURAL RECESSED CANOPY LIGHTING, UJI r7 T.O. CAST STONE OL T.O. CAST STONE w CANOPY S ECTION 6JI4 T -A3.9/ 41-0" \?F Z) V 4! -On 6 1 1/2"=l'-0" CAST STONE VENEER OVER I LLJ Wc\j �Q� ® ® I I CAST STONE VENEER, w 7/8 CEMENT PLASTER co COLOR: LIMESTONE OVER SELF FURRING LATH ce) OVER 2 LAYERS BUILDING to C14 PAPER OVER EXT PLYWOOD BOLLARD. SEE 7/AO.6-/ SHEATHING. c/) c\1 3: C/) ROOF DOWNSPOUT. < w >< "A CAST STONE STARTER A -T F- W DOWNSPOUT NOZZLE 1 2 DOWNSPOUT NOZZLE 12 COURSE, W/ FF RODENT SCREEN. COLOR: LIMESTONE h -A A w BRICK COLUMN Ll CLADDING V cf)r l 0 1/2" c) EXT. GYP W LL BD. SHEATHING0- FOUNDATION PER 2X4 STUD STRUCTURAL FRAMING a uj L----------- — — -----------------J 1/2" SEALANT JT— METAL FLASHING = or, CANOPY SECTION CANOPY SECTION SMOOTH 5 1/211=11-0" STONE TRIM 4 1/2 =, -0 ISSUED REVISED DA�IE CAST STONE SAVANNA 1.. 1/8" SITE PLAN REVIEW 061,120/12 STONE, ROCKFACE 'LIMESTONE #3' SITE -PLAN COMMENTS 07),109/12 SITE PLAN COMMENTS 0724/12 II FINISH SCHEDULE CAST STONE VENEER: BRICK VENEER: 'AS MANUFACTURED BY SAVANNA STONE (OR APPROVED EQUAL). DENTON 150, "DUSTY ROSE" AS MANUFACTURED BY H.C. NOMINAL SIZE: 24' WIDE x 8" HIGH x e DEEP (U.N.O.) MUDDOX (OR APPROVED EQUAL). MORTAR COLOR TO BE TEXTURE: ROCKFACE NATURAL (NO COLOR ADDED). COLOR: 'LIMESTONE #3' CEMENT PLASTER: EXTERIOR CEMENT PLASTER SURFACES (CEMENT PLASTER ACCENT BAND) MANUFACTURER: REFER TO SPECIFICATIONS PRODUCT- REFER TO SPECIFICATIONS COLOR: TO MATCH SHERWIN WILLIAMS #SW 7036 'ACCESSIBLE BEIGE' FINISH: STO SILICO LIT 1.0 (FINE) s�, r�;�i�ecl -��om STONE--WAINSCO COPYRIGHT @ 2012 CALLISON ARCHITECTS, P.C. ATM Elev tions ip-1 & Details 1141 DT -A3 0 �►:or� CODE INFORMATION e e AUTHORITY HAVING JURISDICTION: CITY OF COLLEGE STATION STORIES: 1 GROSS AREA: 77 SF OCCUPANCY: B OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V -B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO t PROJECT INFORMATION ABBREVIATIONS ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND 1901 TEXAS AVE. SOUTH AC ASPHALTIC CONCRETE INSTALLED BY OWNER INSTALLED BY CHASE BANK COLLEGE STATION, TX 77840 ACC ACCESSIBLE FD FLOOR DRAIN OH OVERHEAD ZONING: C-1 GENERAL COMMERCIAL ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE AREA OF ATM CANOPY: 77 SF AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN AREA OF SITE ALTERATION: 1,591 SF ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTS OPEN TO STRUCTURE ABOVE ADJ ADJUSTABLE FH FIRE HYDRANT PBD PARTICLEBOARD SCOPE: ADDITION OF A STAND ALONE DRIVE-THRU ATM ISLAND. AFF ABOVE FINISHED FLOOR FHC FIRE HOSE CABINET PRCST PRECAST AHD AFTER HOUR DEPOSITORY FIG FIGURE PD PLANTER DRAIN AHU AIR HANDLING UNIT FIN FINISH, FINISHED PERP PERPENDICULAR ALT ALTERNATE FLEX FLEXIBLE ALUM ALUMINUM FLR FLOOR, FLOORING PLAM PLASTIC LAMINATE ANOD ANODIZED FLUOR FLUORESCENT PLAS PLASTER APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLYWD PLYWOOD APT APARTMENT FDIC FURNISHED BY OWNER/ PNL PANEL DRAWING INDEX ARCH ARCHITECT, ARCHITECTURAL INSTALLED BY CONTRACTOR PL PROPERTY LINE ATM AUTOMATIC TELLER MACHINE FP FIRE PROTECTION, FIREPROOF PR PACKAGE RECEIVER, PAIR AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING D AV AUDIO VISUAL FRMG FRAMING PROP PROPERTY AWP ACOUSTICAL WALL PANEL(S) FRT FIRE RETARDANT TREATED PT PAINT, POINT, PRESSURE TREATED DT-AO.O COVER SHEETPTD PAPER TOWEL DISPENSER DT -A1.0 SITE PLAN BB BULLETIN BOARD FT FOOT, FEET FTG FOOTING PTN PARTITION DT -A2.0 ELEVATIONS BCM BANKING CENTER MANAGER FLIT FUTURE DT -A3.0 RENDERINGS - BD BOARD FVC FIRE HOSE VALVE CABINET RCP RADIUS, RISER CEILING PLAN BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING BY BANK EQUIPMENT CONTRACTOR (NIC)- FWP FABRIC WRAPPED PANEL(S) RD ROOF DRAIN, ROAD REQUIRED OPENINGS, ELEC POWER, AND REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC ' :._ GA GAGE REINF REINFORCED, REINFORCING * ADDITIONAL SHEETS - FOR REFERENCE ONLY BLDG BUILDING - GALV GALVANIZED REQD REQUIRED BLKG BLOCKING GC GENERAL CONTRACTOR REV REVISED, REVISION TOPOGRAPHY SURVEY BO BOTTOM OF - GEN GENERAL, GENERATOR RFG ROOFING OVERALL SHOPPING CENTER SITE PLAN BOT BOTTOM GFRC GLASS -FIBER REINFORCED CONCRETE RM ROOM BR BULLET RESISTANT GFRG GLASS -FIBER REINFORCED GYPSUM RO ROUGH OPENING BRG BEARING GFRP GLASS -FIBER REINFORCED PLASTIC RT RIGHT BRZ BRONZE GL GLASS BSMT BASEMENT GYP GYPSUM S SOUTH BUR BUILT UP ROOFING GYP BD GYPSUM BOARD SC SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER PARKING DATA CB CATCH BASIN HB HOSE BIB SCWD SOLID CORE WOOD CCR CUSTOMER CONFERENCE ROOM HC HOLLOW CORE SCHED SCHEDULE CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN CER CERAMIC HDBD HARDBOARD SECT SECTION C CG CORNER GUARD HDW HARDWARE SGL SINGLE PARKING STALLS LOSS WITH CHASES SCOPE OF WORK: 5 STALLS CH COAT HOOK HDWD HARDWOOD SHT SHEET CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING REQUIRED STACKING SPACES: 3 STALLS CJ CONTROL JOINT HO HOLD OPEN SIM SIMILAR CIP CAST -IN-PLACE HORIZ HORIZONTAL SPEC SPECIFICATION CL CENTERLINE HR HOUR SPKLR SPRINKLER CLG CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL LEGAL DESCRIPTION CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COL COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE WOLF PEN PLAZA CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL LOT 1-6, BLOCK 3-4 CONSTR CONSTRUCTION IWD INDIRECT WASTE DRAIN SUSP SUSPENDED A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, CONT CONTINUOUS, CONTINUE CORR CORRIDOR JAN JANITOR T TREAD/ TEMPER GLASS IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS CPET COMMON PATH OF EGRESS TRAVEL JC JANITOR CLOSET CPT CARPET JT JOINT T&G TONGUE AND GROOVE TD TRAVEL DISTANCE CSC CUSTOMER SERVICE COUNTER TEL TELEPHONE CSWK CASEWORK KIT KITCHEN TEMP TEMPERATURE, TEMPORARY CTR CENTER KT KEYBOARD TRAY TER TERRAllO CU CUBIC THK THICK, THICKNESS L LONG TMPD TEMPERED B D DEEP, DEPTH LAM LAMINATE, LAMINATED TO TOS TOP OF OFFICE SPACE DBL DOUBLE LAV LAUNDRY TPD TOILET PAPER DISPENSER DD DEAL DRAWER LAV LAVATORY DEMO DEMOLISH, DEMOLITION LT LIGHT TSTAT THERMOSTAT DET DETAIL LTG LIGHTING TV TELEVISION DF DRINKING FOUNTAIN TYP TYPICAL DIA DIAMETER MAS MASONRY DIAGRAM UGND UNDERGROUND ` DIAG DIAGONAL, MATL MATERIAL * k DIM DIMENSION MAX MAXIMUM UNFIN UNFINISHED X t DIV DIVIDE, DIVISION MECH MECHANICAL LION UNLESS OTHERWISE NOTED IG i DMPF DAMPPROOF, DAMPPROOFING MED MEDIUM ASSISTED TELLER DN DOWN MEMB MEMBRANE VAT VACUUM A x DR DOOR, DRESSING ROOM MEZZ MEZZANINE VERT VERTICAL y�9�W DS DOWNSPOUTMFD MULTI -FUNCTION DEVICE VEST VESTIBULE Y DW DISHWASHER MGT MANAGEMENT VNR VENEER z= DWG DRAWING MFR MANUFACTURE, MANUFACTURE VR VAPOR RETARDER r"[c DWR DRAWER MH MANHOLE VWC VINYL WALLCOVERING �MIN MINIMUM, MINUTE Ilk ch r?E EAST MISC MISCELLANEOUS W WEST, WIDE EIFS TION AND OPENING EXTERIOR INSULA MO MASONRY 0 W/ WITH FINISH SYSTEM MS MOP SINK W/0 WITHOUT . EJ EXPANSION JOINTMTD MOUNTED WC WATER CLOSET, WALLCOVERING MTL EL ,�, �' ,� METAL ELEC ELECTRIOC� ELECTRICAL MVBL MOVABLE WH WAWD �LD HYDRANT A ELEV ELEVATOR WP WEATHERPROOF, WATERPROOF, ENCL ENCLOSE, ENCLOSURE N NORTH WATERPROOFING, WORK POINT "\ ~ EP RIC PANEL NIC NOT IN CONTACT WR WATER RESISTANT, WASTE RECEPTACLE EQ EQUAL NO NUMBER WT WEIGHT ' lUttn EQUIP EQUIPMENT NOM NOMINAL WWF WELDED WIRE FABRIC ESCAL ESCALATOR NTS NOT TO SCALE EXH EXHAUST XFMR TRANSFORMER CEXP EXPANSION, EXPOSEDOC ON CENTER YD YARD EXIST EXISTING OD OUTSIDE DIAMETER FA FIRE ALARM i 10 UNIVERSITY SHO NEW UILDREMOTE D�RIVE, HR 1901 T XAS AVE, SOUT,H COLLEGE STATION TX7784 OVERALL SITE PLAN. NTS BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 Z ACCESSIBILITY CODE: INTERNATIONAL LIFE SAFETY CODE 2012 = U 1 ENERGY CODE: INTERNATIONAL ENERGY 2012 _ _ --- O = CONSERVATION CODE 3 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE 2012 Q F N N PLUMBING CODE: INTERNATIONAL PLUMBING CODE 2012 - o ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 W FIRE CODE: INTERNATIONAL FIRE CODE 2012 . STORIES: 1 GROSS AREA: 77 SF OCCUPANCY: B OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V -B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO t PROJECT INFORMATION ABBREVIATIONS ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND 1901 TEXAS AVE. SOUTH AC ASPHALTIC CONCRETE INSTALLED BY OWNER INSTALLED BY CHASE BANK COLLEGE STATION, TX 77840 ACC ACCESSIBLE FD FLOOR DRAIN OH OVERHEAD ZONING: C-1 GENERAL COMMERCIAL ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE AREA OF ATM CANOPY: 77 SF AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN AREA OF SITE ALTERATION: 1,591 SF ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTS OPEN TO STRUCTURE ABOVE ADJ ADJUSTABLE FH FIRE HYDRANT PBD PARTICLEBOARD SCOPE: ADDITION OF A STAND ALONE DRIVE-THRU ATM ISLAND. AFF ABOVE FINISHED FLOOR FHC FIRE HOSE CABINET PRCST PRECAST AHD AFTER HOUR DEPOSITORY FIG FIGURE PD PLANTER DRAIN AHU AIR HANDLING UNIT FIN FINISH, FINISHED PERP PERPENDICULAR ALT ALTERNATE FLEX FLEXIBLE ALUM ALUMINUM FLR FLOOR, FLOORING PLAM PLASTIC LAMINATE ANOD ANODIZED FLUOR FLUORESCENT PLAS PLASTER APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLYWD PLYWOOD APT APARTMENT FDIC FURNISHED BY OWNER/ PNL PANEL DRAWING INDEX ARCH ARCHITECT, ARCHITECTURAL INSTALLED BY CONTRACTOR PL PROPERTY LINE ATM AUTOMATIC TELLER MACHINE FP FIRE PROTECTION, FIREPROOF PR PACKAGE RECEIVER, PAIR AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING D AV AUDIO VISUAL FRMG FRAMING PROP PROPERTY AWP ACOUSTICAL WALL PANEL(S) FRT FIRE RETARDANT TREATED PT PAINT, POINT, PRESSURE TREATED DT-AO.O COVER SHEETPTD PAPER TOWEL DISPENSER DT -A1.0 SITE PLAN BB BULLETIN BOARD FT FOOT, FEET FTG FOOTING PTN PARTITION DT -A2.0 ELEVATIONS BCM BANKING CENTER MANAGER FLIT FUTURE DT -A3.0 RENDERINGS - BD BOARD FVC FIRE HOSE VALVE CABINET RCP RADIUS, RISER CEILING PLAN BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING BY BANK EQUIPMENT CONTRACTOR (NIC)- FWP FABRIC WRAPPED PANEL(S) RD ROOF DRAIN, ROAD REQUIRED OPENINGS, ELEC POWER, AND REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC ' :._ GA GAGE REINF REINFORCED, REINFORCING * ADDITIONAL SHEETS - FOR REFERENCE ONLY BLDG BUILDING - GALV GALVANIZED REQD REQUIRED BLKG BLOCKING GC GENERAL CONTRACTOR REV REVISED, REVISION TOPOGRAPHY SURVEY BO BOTTOM OF - GEN GENERAL, GENERATOR RFG ROOFING OVERALL SHOPPING CENTER SITE PLAN BOT BOTTOM GFRC GLASS -FIBER REINFORCED CONCRETE RM ROOM BR BULLET RESISTANT GFRG GLASS -FIBER REINFORCED GYPSUM RO ROUGH OPENING BRG BEARING GFRP GLASS -FIBER REINFORCED PLASTIC RT RIGHT BRZ BRONZE GL GLASS BSMT BASEMENT GYP GYPSUM S SOUTH BUR BUILT UP ROOFING GYP BD GYPSUM BOARD SC SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER PARKING DATA CB CATCH BASIN HB HOSE BIB SCWD SOLID CORE WOOD CCR CUSTOMER CONFERENCE ROOM HC HOLLOW CORE SCHED SCHEDULE CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN CER CERAMIC HDBD HARDBOARD SECT SECTION C CG CORNER GUARD HDW HARDWARE SGL SINGLE PARKING STALLS LOSS WITH CHASES SCOPE OF WORK: 5 STALLS CH COAT HOOK HDWD HARDWOOD SHT SHEET CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING REQUIRED STACKING SPACES: 3 STALLS CJ CONTROL JOINT HO HOLD OPEN SIM SIMILAR CIP CAST -IN-PLACE HORIZ HORIZONTAL SPEC SPECIFICATION CL CENTERLINE HR HOUR SPKLR SPRINKLER CLG CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL LEGAL DESCRIPTION CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COL COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE WOLF PEN PLAZA CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL LOT 1-6, BLOCK 3-4 CONSTR CONSTRUCTION IWD INDIRECT WASTE DRAIN SUSP SUSPENDED A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, CONT CONTINUOUS, CONTINUE CORR CORRIDOR JAN JANITOR T TREAD/ TEMPER GLASS IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS CPET COMMON PATH OF EGRESS TRAVEL JC JANITOR CLOSET CPT CARPET JT JOINT T&G TONGUE AND GROOVE TD TRAVEL DISTANCE CSC CUSTOMER SERVICE COUNTER TEL TELEPHONE CSWK CASEWORK KIT KITCHEN TEMP TEMPERATURE, TEMPORARY CTR CENTER KT KEYBOARD TRAY TER TERRAllO CU CUBIC THK THICK, THICKNESS L LONG TMPD TEMPERED B D DEEP, DEPTH LAM LAMINATE, LAMINATED TO TOS TOP OF OFFICE SPACE DBL DOUBLE LAV LAUNDRY TPD TOILET PAPER DISPENSER DD DEAL DRAWER LAV LAVATORY DEMO DEMOLISH, DEMOLITION LT LIGHT TSTAT THERMOSTAT DET DETAIL LTG LIGHTING TV TELEVISION DF DRINKING FOUNTAIN TYP TYPICAL DIA DIAMETER MAS MASONRY DIAGRAM UGND UNDERGROUND ` DIAG DIAGONAL, MATL MATERIAL * k DIM DIMENSION MAX MAXIMUM UNFIN UNFINISHED X t DIV DIVIDE, DIVISION MECH MECHANICAL LION UNLESS OTHERWISE NOTED IG i DMPF DAMPPROOF, DAMPPROOFING MED MEDIUM ASSISTED TELLER DN DOWN MEMB MEMBRANE VAT VACUUM A x DR DOOR, DRESSING ROOM MEZZ MEZZANINE VERT VERTICAL y�9�W DS DOWNSPOUTMFD MULTI -FUNCTION DEVICE VEST VESTIBULE Y DW DISHWASHER MGT MANAGEMENT VNR VENEER z= DWG DRAWING MFR MANUFACTURE, MANUFACTURE VR VAPOR RETARDER r"[c DWR DRAWER MH MANHOLE VWC VINYL WALLCOVERING �MIN MINIMUM, MINUTE Ilk ch r?E EAST MISC MISCELLANEOUS W WEST, WIDE EIFS TION AND OPENING EXTERIOR INSULA MO MASONRY 0 W/ WITH FINISH SYSTEM MS MOP SINK W/0 WITHOUT . EJ EXPANSION JOINTMTD MOUNTED WC WATER CLOSET, WALLCOVERING MTL EL ,�, �' ,� METAL ELEC ELECTRIOC� ELECTRICAL MVBL MOVABLE WH WAWD �LD HYDRANT A ELEV ELEVATOR WP WEATHERPROOF, WATERPROOF, ENCL ENCLOSE, ENCLOSURE N NORTH WATERPROOFING, WORK POINT "\ ~ EP RIC PANEL NIC NOT IN CONTACT WR WATER RESISTANT, WASTE RECEPTACLE EQ EQUAL NO NUMBER WT WEIGHT ' lUttn EQUIP EQUIPMENT NOM NOMINAL WWF WELDED WIRE FABRIC ESCAL ESCALATOR NTS NOT TO SCALE EXH EXHAUST XFMR TRANSFORMER CEXP EXPANSION, EXPOSEDOC ON CENTER YD YARD EXIST EXISTING OD OUTSIDE DIAMETER FA FIRE ALARM i 10 UNIVERSITY SHO NEW UILDREMOTE D�RIVE, HR 1901 T XAS AVE, SOUT,H COLLEGE STATION TX7784 OVERALL SITE PLAN. NTS `pecNe •• �CO Dy cam\ .V w d•p 0 Z = U 1 N° _ _ --- O = 3 Q Q N N N =u - o o W ��I,-�O . LO ( LO Ul Z x ~ � LOM d' `pecNe •• �CO Dy cam\ .V w d•p 0 Z = U 1 N° _ _ --- O = N Q J N N N =u - o o W ��I,-�O . LO ( LO Ul Z x ~ � LOM d' Q a�x�N i� ~ j N (o cod G ca 0Oc') NCj) N N V u L o ti ', r = `pecNe •• �CO Dy cam\ .V w d•p 0 Z = U 0 co _ _ --- O = N N J V N N Q U J J "- cn o ��I,-�O . LO ( LO Z Q x O H� H i� co j O O� cod d' - J Lo cc N V W `pecNe •• �CO Dy cam\ .V w d•p FEW Q Z Z) Z W0 W D(LQ r O) LLI c!1 X }. W u) r W w o W 0) Q i = Z V � r N O cr) M N N U w w Q_ Cover Sh'pet TRUE NORTH V11- 01V +6) COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. DT=AOmO Z = U O _ _ --- O = 0 N J J Q U 3 FEW Q Z Z) Z W0 W D(LQ r O) LLI c!1 X }. W u) r W w o W 0) Q i = Z V � r N O cr) M N N U w w Q_ Cover Sh'pet TRUE NORTH V11- 01V +6) COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. DT=AOmO r 19 E_ 0 C I.3 A 1 2 _ 3 4 5 6 3/32"=1'-0" RECESSED CANOPY LIGHT ABOVE, RUUD LIGHTING 1'-7 1/2- g'_5" 1'-7 1/2" 1'-7 1/2" RC SERIES r11 1 I RECESSED CANOPY LIGHT '-2 1/2", 1'-6 1/2" 1'-6 1/2 RABOVE, L C SERIES UD LIGHTING to sP ❑� ' F❑� 1 MEN 3 = I T -A2. CD _ o O N u. ' LINE OF CANOPY ABOVE � -C ----------- ONCRETE CUT-OUT BELOW ATM EQUIPMENT ATM ISLAND PLAN. 1/2"=l' -O" HEIGHT CLEARANCE BAR BY OWNERS VENDOR 7 TAPPERED INSULATION LINE OF COLUMN BELOW MEMBRANE ROOFING 8 9 10 4 M IL IMF0 0 a x� Q � c/) (0 OOC•• ca C) N G M 0 r 2'-4" ROOF DRAIN ml ti = 111 - ATM ISLAND ROOF PLAN 1/2"=l' -O" nn►tnnr-rr CONCRETE BARRIER CURI , AT PLANTING 1 1/2"=l' -O" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. o = 1/4" / FT. MIN. -- - I N i� 0 _ L 1' I -6, N Q U ATM ISLAND ROOF PLAN 1/2"=l' -O" nn►tnnr-rr CONCRETE BARRIER CURI , AT PLANTING 1 1/2"=l' -O" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. BOLLARD COVER: VENDOR: IDEAL SHIELDS VAT LANES: BPD -OBE -4-54-S ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-54-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLLEI EYES" CONTACT. MARTY VENGEAS I' PHONE: (480) 380-2100 E-MAIL: MVENEGAS®IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR 2 1/2" NOMINAL (2♦875" PLG PIPES TOGETHER AND O.D.) STEEL PIPE FILL BOTH PIPES WITH 6" NOMINAL (6.625" O.D.) CO CRETE. STEEL PIPE END OF CONCRETE ISLAND I' Z o Z O C� N o 0 _ U) CD l Q U o � 3 N 3 N N J4 -'O JU)c40 • Lf) u') r, O7 z< O LO O d J 0� U 8" J� Nr i i BOLLARD COVER: VENDOR: IDEAL SHIELDS VAT LANES: BPD -OBE -4-54-S ATM: BPD -OBE -6-54-S COLUMNS: BDP -OBE -4-54-S COLOR: TO MATCH BENJAMIN MOORE "OLE' BLLEI EYES" CONTACT. MARTY VENGEAS I' PHONE: (480) 380-2100 E-MAIL: MVENEGAS®IDEALSHIELD.COM ORDERING: BY GENERAL CONTRACTOR 2 1/2" NOMINAL (2♦875" PLG PIPES TOGETHER AND O.D.) STEEL PIPE FILL BOTH PIPES WITH 6" NOMINAL (6.625" O.D.) CO CRETE. STEEL PIPE END OF CONCRETE ISLAND I' Z o Z O C� N o H _ U) Q U V � 3 3 I o� PLASTIC BOLLARD COVER 1 2 1/2" NOM (2.875" O.D.)W op STEEL PIPE �., W 1 DOMED TOP a Z = ~ 6" NOMINAL (6.625" O.D.) W z N i' STEEL PIPE. Lu V UJ X o /,,--PLUG WELD TOGETHER w/ F Q& FILL_ Q co BOTHDRILLEPIPEOSLw/ CONCRETE ® z c\1 r ~ = Q N CONCRETE ISLAND - SEE W X I— o STRUCT DWGS FOR ADDL '.. W Q I- n INFO U = I— w N ( VJ s � o °°4U4 W W !Y U- C) Ur a '-FINISHED PAVEMENT - SEE W r a - CIVIL DWGS FOR ADDL INFO a W I i m -� J I I I-1 I _ - II $ Iiljl� 1./2" COMPRESSIBLE FILLER Z a. II -III II=III-III_ 11 " 12DIAMETER CONCRETE '=1I I-1 I I -I 11=1I 1=1I 1=1I I III- � -III iIII��IIIII�ITIi�iill„III-' PIER ISSUED / REVISED DATE SITE PLAN REVIEW 06/20%12 ATM ISLAND BOLLARD DETAIL ,I 15 1/2"=1'-0" Proposed'! Site Plan,: I i'' COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. DT=AlmO UE- UE- UE- UE- UE UE- UE- UE UE WOLF PEN PLAZA A MAP OR PLAT BEING OF RECORD IN VOLUME 3588, PAGE 47 IN THE OFFICIAL RECORDS OF 9AVdf COUNTY, TEXAS LOT 3 CALLED 15.2656 ACRES / r / (CONCRETE) / �O SJ�� ��\��o \ BOUNDARY LINE PER SUBDIVISION MAP F / / � J r goo. / r / _o' !, / / o 1 10' UTILITY EASEMENT PER PLAT VOL. 408, PG. 329 (DRBCT) GENERAL TELEPHONE CO. ` 15' EASEMENT \ VOL. 313, PG. 205 \ (DRBCT) \ CURRENT BOUNDARY \ \ LINE AFTER \ RIGHT-OF-WAY TAKING / (CONCREAF) NEE) 30 _(GRASS) SCALE: 1 " = 20' MORGAN RECTOR SURVEY, A-46 CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS ■■■■■■■■■■ ■■■■■■■■■■ NOTES: t THE BEAR/NGS SHOWN HEREON ARE RELATIVE TO TRUE NORTH AS OBTAINED BY GPS OBSERVATIONS, OBSERVED AT LAT/TUDE.• 30'36'49.85" N – LONGITUDE.• 96'1854.73" W (WGS-84). Z ELEVATIONS SHOWN ARE RELAT/VE TO NAVD-88 USING CITY OF COLLEGE STATION BENCHMARK C594-129, ALUMINUM CAP SET IN CONCRETE, PUBLISHED ELEVATION = 260.92: 3. THE SUBJECT PROPERTY /S ZONED C-1 (GENERAL COMMERCIAL). 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON OBSERVED EVIDENCE, ABOVE GROUND STRUCTURES, OROUND MARKINGS AND DRAWINGS PROVIDED TO THE SURVEYOR BY THE CITY OF COLLEGE STATION UTILITY DEPARTMENT AND BY A PIG–TESS LOCATE REQUEST THROUGH THE RESPECTIVE ENTITIES. SEWER, WATER, AND ELECTRIC SERVICES ARE PROVIDED BY THE CITY OF COLLEGE STAT/ON, ACTUAL LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND UTILITIES/STRUCTURES AND DEPTHS 5. SEWER/WATER/ELECTRIC CONTACT.- MARSHALL KARKOSKA, UTILITIES DEPARTMENT, PHN: 979-777-6210 6. THE PLOT REPRESENTS A TOPOGRAPHIC SURVEY AND DOES NOT REPRESENT A BOUNDARY SURVEY OF THE SUBJECT PROPERTY. 7. EASEMENTS AND BEARINGS AND DISTANCES /N PARENTHESES SHOWN HEREON ARE CALLS PER SUBDIVISION MAP OF WOLF PEN PLAZA. 8. PROPERTY ADDRESS: 1901 TEXAS A VENUE SOUTH COLLEGE STATION, TEXAS 77840 LEGEND S (GRASS) p LIGHT POLE BACK OF CURB LOT 1 — UE— UNDERGROUND ELECTT?tC LINE CALLED 0.8586 ACRE r'v'J CONTOUR LTNE BOUNDARY LINE PER PLAT tDR,3CT) ..� DEED RECORDS OF ono BRAZOS COUNTY, TD(Ai` / GENERAL TELEPHONE CO. \ '` f0' EASEMENT VOL. 313, PGS. 193, 197, 209 (DRBCT) rZ �s 8J �O SJ�� ��\��o \ BOUNDARY LINE PER SUBDIVISION MAP F / / � J r goo. / r / _o' !, / / o 1 10' UTILITY EASEMENT PER PLAT VOL. 408, PG. 329 (DRBCT) GENERAL TELEPHONE CO. ` 15' EASEMENT \ VOL. 313, PG. 205 \ (DRBCT) \ CURRENT BOUNDARY \ \ LINE AFTER \ RIGHT-OF-WAY TAKING / (CONCREAF) NEE) 30 _(GRASS) SCALE: 1 " = 20' MORGAN RECTOR SURVEY, A-46 CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS ■■■■■■■■■■ ■■■■■■■■■■ NOTES: t THE BEAR/NGS SHOWN HEREON ARE RELATIVE TO TRUE NORTH AS OBTAINED BY GPS OBSERVATIONS, OBSERVED AT LAT/TUDE.• 30'36'49.85" N – LONGITUDE.• 96'1854.73" W (WGS-84). Z ELEVATIONS SHOWN ARE RELAT/VE TO NAVD-88 USING CITY OF COLLEGE STATION BENCHMARK C594-129, ALUMINUM CAP SET IN CONCRETE, PUBLISHED ELEVATION = 260.92: 3. THE SUBJECT PROPERTY /S ZONED C-1 (GENERAL COMMERCIAL). 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON OBSERVED EVIDENCE, ABOVE GROUND STRUCTURES, OROUND MARKINGS AND DRAWINGS PROVIDED TO THE SURVEYOR BY THE CITY OF COLLEGE STATION UTILITY DEPARTMENT AND BY A PIG–TESS LOCATE REQUEST THROUGH THE RESPECTIVE ENTITIES. SEWER, WATER, AND ELECTRIC SERVICES ARE PROVIDED BY THE CITY OF COLLEGE STAT/ON, ACTUAL LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND UTILITIES/STRUCTURES AND DEPTHS 5. SEWER/WATER/ELECTRIC CONTACT.- MARSHALL KARKOSKA, UTILITIES DEPARTMENT, PHN: 979-777-6210 6. THE PLOT REPRESENTS A TOPOGRAPHIC SURVEY AND DOES NOT REPRESENT A BOUNDARY SURVEY OF THE SUBJECT PROPERTY. 7. EASEMENTS AND BEARINGS AND DISTANCES /N PARENTHESES SHOWN HEREON ARE CALLS PER SUBDIVISION MAP OF WOLF PEN PLAZA. 8. PROPERTY ADDRESS: 1901 TEXAS A VENUE SOUTH COLLEGE STATION, TEXAS 77840 LEGEND S TOPO LOCA77ON p LIGHT POLE BACK OF CURB LOT 1 — UE— UNDERGROUND ELECTT?tC LINE CALLED 0.8586 ACRE CONTOUR LTNE BOUNDARY LINE PER PLAT tDR,3CT) ..� DEED RECORDS OF i BRAZOS COUNTY, TD(Ai` (PRELIMINARY) JON E. HODDE, RPLS NO. 5197 DATE: APRIL 24, 2012 THE PURPOSE OF THIS DOCUMENT /S FOR PRELIMINARY REV/£W ONLY. PRELIM/NARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. W. 0. NO. 6351 (CALLISON63510WGIUKEW) REF' CALLISONARCH6351.JOB Hodde & Hodde Land Surveying, Inc. Professional Land Surveying 613 E. Blue Bell Road . Brenham, Texas 77833 979-836-5681. 979-836-5683(Fax) www. hoddesurveying.com F 0 11 C 1 0 1 2 3 4 5 6 7 8 9 10 EX TING PARKING TO REMAIN DIRECTIONAL v.� AROOWS 6 -- NEW CONCRETE CURB NEW LANDSCAPE NEW LANDSCAPE' �g BERMUDA SOD, 1185 SF BERMUDA SOD, 1185 SF REMOVE PORTION OF EXISTING CURB AND REPAIR AS REQUIRED. Z Z ZW ZW (J cr' N w ;2 w "k y' mmem = I im 0 1 Fla ki � 3/32"=1'-0" 1 T -A2. RECESSED CANOPY LIGHT ABOVE, RUUD LIGHTING RC SERIES 1'-7 1/2" 6'-5" r '-2 1/2" 1'-6 1/2" 1'-6 1/2 10 10 " F } ri J i t F �s �i C £ $ O r N � � 3 , mmmmmmmmmmm CONCRETE CUT-OUT BELOW ATM EQUIPMENT ATM ISLAND PLAN 1/2"=l' -O" 1'-7 1/2" 1'-7 1/2-1 13'-7" F I RECESSED CANOPY LIGHT ABOVE, RUUD LIGHTING L RC SERIES ❑ I 3 O ❑ I LINE OF CANOPY ABOVE 1 i i I TAPPERED INSULATION — I ' ' I LINE OF COLUMN BELOW I � I ' I I I i I i I I i 4 ' I I T -A2.0 I i ' I 8" I ' I MEMBRANE ROOFING I i I w I. I ::D ' I w I I I I i Q ' I I 21-4" 111111I112112-110 I � ' I Q w �- ATM ISLAND ROOF PLAN i � I I I I ' I I i I I I I I � I I i ' I I i I ' I i i ( ' I I � ' I ' I ' t I 1 I I I I I I _ ( I TRUE NORTH i HEIGHT CLEARANCE BAR BY OWNERS VENDOR CONCRETE BARRIER CUR AT P 1 1/2"=l' -O" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED FI D "DEVELOPMENT -ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. W 3 CAR QUEING @ 18'-6" EA. = 55'-6" o W ai 13'-6" 33'-3" M a °N EXISTING LANDSCAPE REQUIRED VAT LANES: BPD -OBE -4-54-S =u- o o EXISTING LIGHT REPAIR AS ~ POLES TO REMAIN z 7 13 M a xLO EYES" 0U~c0 �N CONTACT: MARTY VENGEAS T -A1.0 I! PHONE: (480) 380-2100 c - v- 0 'm o o �z O *- M L N I CD ~ Q — p .,— CONCRETE ISLAND - SEE a x= NEW PAINTED _ DIRECTIONAL v.� AROOWS 6 -- NEW CONCRETE CURB NEW LANDSCAPE NEW LANDSCAPE' �g BERMUDA SOD, 1185 SF BERMUDA SOD, 1185 SF REMOVE PORTION OF EXISTING CURB AND REPAIR AS REQUIRED. Z Z ZW ZW (J cr' N w ;2 w "k y' mmem = I im 0 1 Fla ki � 3/32"=1'-0" 1 T -A2. RECESSED CANOPY LIGHT ABOVE, RUUD LIGHTING RC SERIES 1'-7 1/2" 6'-5" r '-2 1/2" 1'-6 1/2" 1'-6 1/2 10 10 " F } ri J i t F �s �i C £ $ O r N � � 3 , mmmmmmmmmmm CONCRETE CUT-OUT BELOW ATM EQUIPMENT ATM ISLAND PLAN 1/2"=l' -O" 1'-7 1/2" 1'-7 1/2-1 13'-7" F I RECESSED CANOPY LIGHT ABOVE, RUUD LIGHTING L RC SERIES ❑ I 3 O ❑ I LINE OF CANOPY ABOVE 1 i i I TAPPERED INSULATION — I ' ' I LINE OF COLUMN BELOW I � I ' I I I i I i I I i 4 ' I I T -A2.0 I i ' I 8" I ' I MEMBRANE ROOFING I i I w I. I ::D ' I w I I I I i Q ' I I 21-4" 111111I112112-110 I � ' I Q w �- ATM ISLAND ROOF PLAN i � I I I I ' I I i I I I I I � I I i ' I I i I ' I i i ( ' I I � ' I ' I ' t I 1 I I I I I I _ ( I TRUE NORTH i HEIGHT CLEARANCE BAR BY OWNERS VENDOR CONCRETE BARRIER CUR AT P 1 1/2"=l' -O" GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED FI D "DEVELOPMENT -ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. W L- W ai p VENDOR: IDEAL SHIELDS a °N LLQ VAT LANES: BPD -OBE -4-54-S =u- o o v.�o ~ z cf) M a xLO EYES" 0U~c0 �N CONTACT: MARTY VENGEAS DRILLED HOLES & FILL I! PHONE: (480) 380-2100 c - v- 0 'm o N Z ° O *- M L N c :3 ~ Q — p .,— CONCRETE ISLAND - SEE Z J J = i 0 O 0 N i JU)NOr- • Un U-) ..�I.rnm z o0 D �H� rncu J uj — Ncu N eCECT � ...... T-. N! '�' cn• t61 STEEL PIPE END OF CONCRETE I 0 PLASTIC BOLLARD COVER ----\ 1/2" NOM (2.875" O.D.) 00 STEEL PIPE W ti DOMED TOP I! Q Z ~ BOLLARD COVER: W zN X VENDOR: IDEAL SHIELDS STEEL PIPE. LLQ VAT LANES: BPD -OBE -4-54-S W j o ATM: BPD -OBE -6-54-S ~ COLUMNS: BDP -OBE -4-54-S M /— PLUG WELD TOGETHER w/ COLOR: TO MATCH BENJAMIN MOORE "OLE' BLU EYES" Q �N CONTACT: MARTY VENGEAS DRILLED HOLES & FILL I! PHONE: (480) 380-2100 E co E-MAIL: MVENEGAS®IDEALSHIELD.COM I 0 Z ° O ORDERING: BY GENERAL CONTRACTOR N 0 c Q — C N H 0 .,— CONCRETE ISLAND - SEE J J = _ J t6 STRUCT DWGS FOR ADDL in >- 2 1/2" NOMINAL (2.875° Q u v 3 O.D.) STEEL PIPE PLUG FIL l PIPES TOGETHER AND BOTH PIPES WITH 3 6" NOMINAL (6.625" O.D.) CO►CREfE. STEEL PIPE END OF CONCRETE I 0 PLASTIC BOLLARD COVER ----\ 1/2" NOM (2.875" O.D.) 00 STEEL PIPE W ti DOMED TOP I! Q Z ~ /— 6" NOMINAL (6.625" O.D.) W zN X STEEL PIPE. LLQ V W j o ~ M /— PLUG WELD TOGETHER w/ CL Q �N DRILLED HOLES & FILL 'qr co 0 U1 O N Q — .,— CONCRETE ISLAND - SEE X STRUCT DWGS FOR ADDL in >- W Q INFO • Cn W o r _ co� W _ CD ' a w( a FINISHED PAVEMENT - SEE a r W CIVIL DWGS FOR ADDL INFO > J I n `— 1/2 COMPRESSIBLE FILLER Z J i I_II ,.�I.II a° _ � Irl_i O -II 'n• g.•. n ° ., d .• e Illlll�li L II 1= o /— 6" NOMINAL (6.625" O.D.) W zN X STEEL PIPE. LLQ V W j o ~ M /— PLUG WELD TOGETHER w/ CL Q DRILLED HOLES & FILL BOTH PIPES w/ CONCRETE 0 U1 O N Q — .,— CONCRETE ISLAND - SEE X STRUCT DWGS FOR ADDL >- W Q INFO Cn W r _ o W w( a FINISHED PAVEMENT - SEE a r W CIVIL DWGS FOR ADDL INFO > J I n `— 1/2 COMPRESSIBLE FILLER Z J i _ O 12"DIAMETER CONCRETE PIER ISSUED / REVISED DATE SITE PLAN REVIEW 06/20,%12 ATM ISLAND BOLLARD DETAIL 15 1/21=1'-O" Propose Site Play COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. DTmAl m I CODE INFORMATION AUTHORITY HAVING JURISDICTION: CITY OF COLLEGE STATION BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 ACCESSIBILITY CODE: INTERNATIONAL LIFE SAFETY CODE 2012 ENERGY CODE: INTERNATIONAL ENERGY 2012 °N CONSERVATION CODE ASSISTANT BANKING CENTER MANAGER MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE 2012 PLUMBING CODE: INTERNATIONAL PLUMBING CODE 2012 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 FIRE CODE: INTERNATIONAL FIRE CODE 2012 STORIES: 1 GROSS AREA: 77 SF OCCUPANCY: B OCCUPANT LOAD: 0 (UNOCCUPIED) CONSTRUCTION TYPE: V -B SPRINKLERED (YES/NO): NO FIRE ALARM (YES/NO): NO E PROJECT INFORMATION 1901 TEXAS AVE. SOUTH COLLEGE STATION, TX 77840 ZONING: C-1 GENERAL COMMERCIAL AREA OF ATM CANOPY: 77 SF AREA OF SITE ALTERATION: 1,591 SF SCOPE: ADDITION OF A STAND ALONE DRIVE-THRU ATM ISLAND. DRAWING INDEX D DT-AO.O COVER SHEET DT -A1.0 SITE PLAN DT -A2.0 ELEVATIONS DT -A3.0 RENDERINGS * ADDITIONAL SHEETS - FOR REFERENCE ONLY TOPOGRAPHY SURVEY OVERALL SHOPPING CENTER SITE PLAN PARKING DATA C PARKING STALLS LOSS WITH CHASE'S SCOPE OF WORK: 5 STALLS REQUIRED STACKING SPACES: 3 STALLS LEGAL DESCRIPTION WOLF PEN PLAZA LOT 1-6, BLOCK 3-4 A MAP OR PLAT BEING OF RECORD IN VOLUME 314, PAGE 618, IN THE OFFICIAL RECORDS OF BRAZOS COUNY, TEXAS B 2 3 4 5 6 7 8 9 10 1 UNIVERSITY SHO NEW UILDREMOTE DRIVE1,1 1901. T XAS AVE, SOUTH COLLEGE STAT OVERALL SITE PLAN NTS W L ABBREVIATIONS I� H O a °N ABCM ASSISTANT BANKING CENTER MANAGER FCIO FURNISHED BY CONTRACTOR/ OE OFFICE EQUIPMENT SUPPLIED AND U-0 �~rn O AC ASPHALTIC CONCRETE INSTALLED BY OWNER N INSTALLED BY CHASE BANK J r ACC ACCESSIBLE FD FLOOR DRAIN OH OVERHEAD " 0 0 ACP ACOUSTICAL CEILING PANEL FDC FIRE DEPARTMENT CONNECTION OPNG OPENING v L O ACST ACOUSTICAL FDTN FOUNDATION OPP OPPOSITE z i AD AREA DRAIN FE FIRE EXTINGUISHER ORD OVERFLOW ROOF DRAIN ADDM ADDENDUM FEC FIRE EXTINGUISHER CABINET OTS OPEN TO STRUCTURE ABOVE }. W ADJ ADJUSTABLE FH FIRE HYDRANT 1-- I— AFF ABOVE FINISHED FLOOR FHC FIRE HOSE CABINET PBD PARTICLEBOARD O AHD AFTER HOUR DEPOSITORY FIG FIGURE PRCST PRECAST a)0 a AHU AIR HANDLING UNIT FIN FINISH, FINISHED PD PLANTER DRAIN ALT ALTERNATE FLEX FLEXIBLE PERP PERPENDICULAR f � ALUM ALUMINUM FLR FLOOR, FLOORING PLAM PLASTIC LAMINATE ISSUED / REVISED ANOD ANODIZED FLUOR FLUORESCENT PLAS PLASTER SITE PLAN COMMENTS 07/09/12 (i i (i l APPROX APPROXIMATE FO FACE OF, FINISHED OPENING PLYWD PLYWOOD APT APARTMENT FOIC FURNISHED BY OWNER/ PNL PANEL y ARCH ARCHITECT, ARCHITECTURAL INSTALLED BY CONTRACTOR PL PROPERTY LINE ATM AUTOMATIC TELLER MACHINE FP FIRE PROTECTION, FIREPROOF PR PACKAGE RECEIVER, PAIR AUTO AUTOMATIC FR FRAME, FIRE RATED PRKG PARKING AV AUDIO VISUAL FRMG FRAMING PROP PROPERTY AWP ACOUSTICAL WALL PANEL(S) FRT FIRE RETARDANT TREATED PT PAINT, POINT, PRESSURE TREATED FT FOOT, FEET PTD PAPER TOWEL DISPENSER BB BULLETIN BOARD FTG FOOTING PTN PARTITION BCM BANKING CENTER MANAGER FUT FUTURE BD BOARD FVC FIRE HOSE VALVE CABINET R RADIUS, RISER BE BANK EQUIPMENT SUPPLIED AND INSTALLED FWC FABRIC WALL COVERING RCP REFLECTED CEILING PLAN BY BANK EQUIPMENT CONTRACTOR (NIC)- FWP FABRIC WRAPPED PANEL(S) RD ROOF DRAIN, ROAD REQUIRED OPENINGS, ELEC POWER, AND REF REFER TO, REFERENCE, REFRIGERATOR CAULKING BY GC GA GAGE REINF REINFORCED, REINFORCING BLDG BUILDING GALV GALVANIZED REQD REQUIRED BLKG BLOCKING GC GENERAL CONTRACTOR REV REVISED, REVISION BO BOTTOM OF GEN GENERAL, GENERATOR RFG ROOFING BOT BR BOTTOM BULLET RESISTANT GFRC GLASS -FIBER REINFORCED CONCRETE RM ROOM GFRG GLASS -FIBER REINFORCED GYPSUM RO ROUGH OPENING BRG BEARING GFRP GLASS -FIBER REINFORCED PLASTIC RT _ RIGHT BRZ BRONZE GIL GLASS BSMT BASEMENT GYP GYPSUM S SOUTH BUR BUILT UP ROOFING GYP BD GYPSUM BOARD Sc SOLID CORE SCCR SMALL CUSTOMER CONSULTATION ROOM CAB CABINET H HIGH SCD SEAT COVER DISPENSER CB CATCH BASIN HB HOSE BIB SCWD SOLID CORE WOOD CCR CUSTOMER CONFERENCE ROOM HC HOLLOW CORE SCHED SCHEDULE CEM CEMENT, CEMENTITIOUS HD HAND DRYER SD STORM DRAIN CER CERAMIC HDBD HARDBOARD SECT SECTION CG CORNER GUARD HDW HARDWARE SGL SINGLE CH COAT HOOK HDWD HARDWOOD SHT SHEET CI CAST IRON HM HOLLOW METAL SHTHG SHEATHING CJ CONTROL JOINT HO HOLD OPEN SIM SIMILAR CIP CAST -IN-PLACE HORIZ HORIZONTAL SPEC SPECIFICATION CL CENTERLINE HR HOUR SPKLR SPRINKLER CLG CEILING HT HEIGHT SPKR SPEAKER CLO CLOSET HVAC HEATING, VENTILATING, SQ SQUARE CLR CLEAR AND AIR CONDITIONING SS SERVICE SINK CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL CO CLEAN OUT, CASED OPENING ID INSIDE DIAMETER STC SOUND TRANSMISSION CLASS COL COLUMN INCL INCLUDE, INCLUDING STD STANDARD COMM COMMUNICATION INFO INFORMATION STL STEEL CONC CONCRETE INSUL INSULATE, INSULATION STOR STORAGE CONN CONNECTION, CONNECT INT INTERIOR STRUCT STRUCTURAL CONSTR CONSTRUCTION IWD INDIRECT WASTE DRAIN SUSP SUSPENDED CONT CONTINUOUS, CONTINUE CORR CORRIDOR JAN JANITOR T TREAD/ TEMPER GLASS CPET COMMON PATH OF EGRESS TRAVEL JC JANITOR CLOSET T&G TONGUE AND GROOVE CPT CARPET JT JOINT TD TRAVEL DISTANCE CSC CUSTOMER SERVICE COUNTER TEL TELEPHONE CSWK CASEWORK KIT KITCHEN TEMP TEMPERATURE, TEMPORARY CTR CENTER KT KEYBOARD TRAY TER TERRAllO CU CUBIC THK THICK, THICKNESS L LONG TMPD TEMPERED D DEEP, DEPTH LAM LAMINATE LAMINATED TO TOP OF DBL DOUBLE LAU LAUNDRY TOS TEAM OFFICE SPACE DD DEAL DRAWER LAV LAVATORY TPD TOILET PAPER DISPENSER DEMO DEMOLISH, DEMOLITION LT LIGHT TSTAT THERMOSTAT DET DETAIL LTG LIGHTING TV TELEVISION OF DRINKING FOUNTAIN TYP TYPICAL DIA DIAMETER MAS MASONRY DIAG DIAGONAL, DIAGRAM MATL MATERIAL UGND UNDERGROUND RfflllM DIM DIMENSION MAX MAXIMUM UNFIN UNFINISHED DIV DIVIDE, DIVISION --` MECH MECHANICAL UON UNLESS OTHERWISE NOTED s PF PROOF, DAMPPROOFING MED MEDIUM DN DOWN MEMB MEMBRANE VAT VACUUM ASSISTED TELLER DR DOOR, DRESSING ROOM MEZZ MEZZANINE VERT VERTICAL DS DOWNSPOUT MFD MULTI -FUNCTION DEVICE VEST VESTIBULE DW DISHWASHER MGT MANAGEMENT VNR VENEER DWG DRAWING MFR MANUFACTURE, MANUFACTURE VR VAPOR RETARDER P, DWR DRAWER MH MANHOLE VWC VINYL WALLCOVERING ` MIN MINIMUM, MINUTE Tar, E EAST MISC MISCELLANEOUS W WEST, WIDE 'F( EIFS EXTERIOR INSULATION AND MO MASONRY OPENING W/ WITH FINISH SYSTEM MS MOP SINK W/0 WITHOUT EJ EXPANSION JOINT MTD MOUNTED WC WATER CLOSET, WALLCOVERING EL ELEVATION MTL METAL WD WOOD ELEC ELECTRIC, ELECTRICAL MVBL MOVABLE WH WALL HYDRANT ELEV ELEVATOR WP WEATHERPROOF, WATERPROOF, ENCL ENCLOSE, ENCLOSURE N NORTH WATERPROOFING, WORK POINT EP ELECTRIC PANEL NIC NOT IN CONTACT WR WATER RESISTANT, WASTE RECEPTACLE EQ EQUAL NO NUMBER WT WEIGHT EQUIP EQUIPMENT NOM NOMINAL WWF WELDED WIRE FABRIC ESCAL ESCALATOR NTS NOT TO SCALE EXH EXHAUST XFMR TRANSFORMER EXP EXPANSION, EXPOSED OC ON CENTER YD YARD EXIST EXISTING OD OUTSIDE DIAMETER FA FIRE ALARM UNIVERSITY SHO NEW UILDREMOTE DRIVE1,1 1901. T XAS AVE, SOUTH COLLEGE STAT OVERALL SITE PLAN NTS W L I_ I� H O a °N O i =L-0 i pa 1�w U-0 �~rn O Z`'�~`y' N a;x� J r U) W 0: c " 0 0 M O N U) v L O o ~ yA { ! I 0 0 HRU0 N j V 0 N J o .dWNO Lo LO > r O Z Q O I H U) F- 0 "� J O� N J to cc �— a N V��FI OWNER: CRAWFORD-AUSTIN PROP LTD 2910 FRANKLIN AVE WACO, TX 76710-7315 ZONING: C-1 I_ Z z i ,i zz O i i pa 1�w W r• a N J W Z W sad i W X I N o >~I v XlA O yA { z i U) O N W U) X F }. W Q U E- 1-- I— U) w W (n O ry o Aw- N'� W a)0 a r W Z J - f � U ISSUED / REVISED DATE SITE PLAN REVIEW 06/26I/12 SITE PLAN COMMENTS 07/09/12 (i i (i l y OWNER: CRAWFORD-AUSTIN PROP LTD 2910 FRANKLIN AVE WACO, TX 76710-7315 ZONING: C-1 I_ Z z i ,i zz O i i pa 1�w W r• a N J W Z W sad i W X I N o >~I XlA O � z z, U) O OWNER: CRAWFORD-AUSTIN PROP LTD 2910 FRANKLIN AVE WACO, TX 76710-7315 ZONING: C-1 ETAL 850 N LTD )0 -2271 N LTD )0 -2271 TRUE NORTH COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. 0 d - N N 0 T_ N CO ti ru W I_ Z z O i 00 pa 1�w W ETAL 850 N LTD )0 -2271 N LTD )0 -2271 TRUE NORTH COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. 0 d - N N 0 T_ N CO ti ru W I_ Z z O 00 pa 1�w W r• a N J W Z W U W X I N o ETAL 850 N LTD )0 -2271 N LTD )0 -2271 TRUE NORTH COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. 0 d - N N 0 T_ N CO ti ru W Cover Sheet DT -A0.0 � � a d• , 00 1�w W r• a L, z W Z W U W X I N o >~I co O � z N U) O N W U) X F }. W Q U E- 1-- I— U) w W (n O ry o W N'� W a)0 a r W Z J - U ISSUED / REVISED DATE SITE PLAN REVIEW 06/26I/12 SITE PLAN COMMENTS 07/09/12 (i i (i l Cover Sheet DT -A0.0 � � a I 19 0 C B A 1 2 3 4 5 6 3/32"=1'-0" PARKING ANALYSIS: SHOPPING CENTER C-1 1 SPACE/250 SF 175,475 SF TOTAL x 1/250 = 702 REQUIRED SPACES 830 ORIGINAL SPACES 5 REMOVED SPACES 825 PROVIDED SPACES 1 T -A2. RECESSED CANOPY LIGHT (� ABOVE, RUUD LIGHTING I 1'_7 1/2" 69_5n 1'-7 1/2" 1'-7 1/2" RC SERIES 13'-7" F I RECESSED CANOPY LIGHT HEIGHT CLEARANCE BAR '-2 1/2", 1'-6 1/2" 1'-6 1 /2" L RC SERIES UD LIGHTING BY OWNERS VENDOR « .. � . x t EE , ..t �... rn... Lai> ttgg id. z.x — • N '.{:.: X �,r, .,.,.35 k' .. A al'.. n � £...., ¢"��1'a.,,.. , <..lr.�. 3 t � .A• f �: mak... � �,.,i{ '"� .. z •� e t. a A ," pgml _ _ I�< F#'� s ��X :M�'_' s?. x�✓� < "�.- c�,��§;. 0 � . E3i xis .6"t,��':'> �,: zrss z�te:. yi' ��-' �° �..,,€f�F`.a� �-,:Y;�a.�y -�t z�, g'r.• ❑❑ >t s .:Ii �,,,,:,rtJ.9;..: .YC:.z. . x.f �µyr^,1.a-..,�a.•.d �r�. ✓.,". ¢$3 �:"e N .Sa i � �>@�. -i`:. S:,t. � f R -. .. YCr+�x e.r �Sk1✓�,r+'ttr .f ... �ir�� ;� F ts. -� ..�^z�';�t ,a..'Z�w:• ;r�-;'' � .�� ,. £�'a LINE OF CANOPY ABOVE CONCRETE CUT-OUT I �`����� � ��=�.� ��, � ���• °p BELOW ATM EQUIPMENT F �� F CONCRETE BARRIER CURB PLANTING AREA 7 8 9 1'' 10 TAPPERED INSULATION LINE OF COLUMN BELOW 4 MEMBRANE ROOFING F �m • 11' "111 1/2"=1'-0" PAVING 3/4" X 18" BOLLARD COVER: SMOOTH EXPANSION VENDOR: IDEAL SHIELDS DOWELS, TYP VAT LANES: BPD -OBE -4-54-S ATM: BPD-0BE-6-54-S r#4 BARS, COLUMNS: BDP -OBE -4-54-S TYP COLOR: TO MATCH BENJAMIN MOORE "OLE' BL E EYES" CONCRETE BARRIER CUR1, AT PLANTING 1 1/2".1,-011 GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. 4. 100% COVERAGE OF GOUNDCOVER IS REQUIRED AT PARKING ISLANDS, SWALES, DRAINAGE AREAS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. EXISTING CANOPY AND NON -CANOPY TREES WILL BE REPLACED CALIPER FOR CALIPER. 6. REMOTE DRIVE TRHU ATM IS PART OF THE WOLF PEN PLAZA BUILDING LOT. IT WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 150,000 SF LOTS OR GREATER, AS LISTED IN UDO SECTIONS 7.4 AND 7.9F. 'milk W L O o F 1/4" / FT. MIN. H M I ID _ a O `— ,,n J 1 -6 6) 8,-2„ 1 U 8-2 t0 I u- N _.. 1/2"=1'-0" PAVING 3/4" X 18" BOLLARD COVER: SMOOTH EXPANSION VENDOR: IDEAL SHIELDS DOWELS, TYP VAT LANES: BPD -OBE -4-54-S ATM: BPD-0BE-6-54-S r#4 BARS, COLUMNS: BDP -OBE -4-54-S TYP COLOR: TO MATCH BENJAMIN MOORE "OLE' BL E EYES" CONCRETE BARRIER CUR1, AT PLANTING 1 1/2".1,-011 GENERAL NOTES: 1. EXTERIOR STRUCTURE AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 2. SIGNS ARE TO BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 3. REFER TO EXISTING SURVEY FOR TOPOGRAPHY. EXISTING GRADING AND DRAINAGE TO REMAIN UNCHANGED. 4. 100% COVERAGE OF GOUNDCOVER IS REQUIRED AT PARKING ISLANDS, SWALES, DRAINAGE AREAS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. EXISTING CANOPY AND NON -CANOPY TREES WILL BE REPLACED CALIPER FOR CALIPER. 6. REMOTE DRIVE TRHU ATM IS PART OF THE WOLF PEN PLAZA BUILDING LOT. IT WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 150,000 SF LOTS OR GREATER, AS LISTED IN UDO SECTIONS 7.4 AND 7.9F. 'milk W L O o ,CT r H •• ID _ a O N QO u- O STEEL PIPE W W W P. o ul Z �rl-0) Md DOMED TOP a--xLn r 6" NOMINAL (6.625" O.D.) W z X' _ N —CN N O W V W o 4- cy) ~ N cl) p U Q. r O ~ DRILLED HOLES & FILL O 0 z N a O U) N _ O 'O'^ W ° CONCRETE ISLAND -SEE LV U) X N o STRUCT DWGS FOR ADDL V N N F' N = J o N O w CD \ • Lo L0 w ; � � W o W z Q o` O p x co FINISHED PAVEMENT -SEE y NHd' - — CIVIL DWGS FOR ADDL INFO O -,t J 0 U) d J Lo N r z J d' N N 'a V 101- .jji.. CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E E-MAIL: MVENEGAS@IDEALSHIELD.COM i;. z ORDERING: BY GENERAL CONTRACTORO C N .A 0 � to J J = —� j c6 2 1/2" NOMINAL (2.875" PLUG PIPES TOGETHER AND V O.D.) STEEL PIPE ALL BOTH PIPES WITH 3 6" NOMINAL (6.625" O.D.) CONCRETE. STEEL PIPE END OF CONCRETE ISLAND :� �i o ,CT v c •• ID cl •••SSP 2 1/2" NOM (2.875" O.D.) CONTACT: MARTY VENGEAS PHONE: (480) 380-2100 E E-MAIL: MVENEGAS@IDEALSHIELD.COM i;. z ORDERING: BY GENERAL CONTRACTORO C N .A 0 � to J J = —� j c6 2 1/2" NOMINAL (2.875" PLUG PIPES TOGETHER AND V O.D.) STEEL PIPE ALL BOTH PIPES WITH 3 6" NOMINAL (6.625" O.D.) CONCRETE. STEEL PIPE END OF CONCRETE ISLAND :� r — ATM ISLAND P ATM ISLAND BOLLARD DETAIL13 1/2n=l'-O" 1/2"=l' -O" - ---- Propose Site Plai TmAlm COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. D o PLASTIC BOLLARD COVER 2 1/2" NOM (2.875" O.D.) QO STEEL PIPE W W P. DOMED TOP 6" NOMINAL (6.625" O.D.) W z X' N STEEL PIPE. W V W o ~ M PLUG WELD TOGETHER w/ Q c) DRILLED HOLES & FILL O 0 z N a BOTH PIPES w/ CONCRETE U) N _ O N ° CONCRETE ISLAND -SEE LV U) X o STRUCT DWGS FOR ADDL W Q ,', F' N = INFO w CD \ , r Q -00N F °..:. W o W o` 4� W a _ FINISHED PAVEMENT -SEE r- a W - — CIVIL DWGS FOR ADDL INFO s fi J I I_I 1/2" COMPRESSIBLE FILLER z J _ .jji.. 111=111-111_1 = _ =111- n 12 DIAMETER CONCRETE III=1�1=1�1111�11�11�11�1�11- PIER ISSUED / REVISED DATE SITE PLAN REVIEW 06/20"/12 SITE PLAN COMMENTS 07/09/12 r — ATM ISLAND P ATM ISLAND BOLLARD DETAIL13 1/2n=l'-O" 1/2"=l' -O" - ---- Propose Site Plai TmAlm COPYRIGHT © 2012 CALLISON ARCHITECTS, P.C. D