Loading...
HomeMy WebLinkAboutDrawingsPHASE 1 & PHASE Z PROJECT ANALYSIS TOTAL LAND AREA C 1,208 AC) 52,826,7 SF BUILDING AREA (3,720 SF+4,600 SF) 8,320 SF PAVING AREA (26,820 SF+1,050 SF) 28,264 SF TOTAL DEVELOPED AREA C 69 % ) 36,584 SF ONE SPACE PER 250 SF 5,160 SF 1 250 PARKING PROVIDED HANDICAP CUSTOMERS / EMPLOYEES AT PUMP ISLANDS TOTAL PRKG PROVIDED 241,01' - S 48°04'42' E I7.5 BLDG LINE \ 15' BUFFER ZONE 25' BLDG LINE EXIST 5 CARS EXIST HANDIC h EXIST VAN ACCESS HANDIC 21 CARS 2 CARS 29 CARS 8 CARS 39 CARS EXIST CMU WALL MINIMUM I Iz WATER AVERAGE 500 GAL/DAY APLICABLE MAXIMUM 800 GAL/DAY MINIMUM 0 GAL/DAY SEWER AVERAGE :. "1.1;44 GAL/DAY MAXIMUM 800 I I W 600,000 EXIST ELECTRICAL 208/3PH/400 AMP CONC PVMT Z >— W z � o H J I I I W r I~ J H I— � A I I S I I� Z z N �� F— — — —I o— g I = o I IN I 0 I � Qi w IF 7I L----� I EXIST PUMPS AND CANOPY O U ry N. �i -----I I I 0 v~i U w Ili ( W QW I I o Q w SIGN-----� o z fY O Q 3 d- 0i I----� v Cj �-----� I C3 I NU X Z W d' (-----� CD IN PHASE 1 EXIST CONC PVMT AND PARKING 25' BLDG LINE EXIST 5 CARS EXIST HANDIC h EXIST VAN ACCESS HANDIC 21 CARS 2 CARS 29 CARS 8 CARS 39 CARS EXIST CMU WALL H H X W 8/-0#[60'-0' PHASE 1 EXIST CONVENIENCE STORE 3,720 SF 223,15' - N 47°4722' W EXIST CONC WALK VICTORIA RD, (70' R,❑,W,) ASPHALT rN JSITE PLAN -DIMENSIONS EXISTING UTILITY DEMANDS PHASE ONE CONVENIENCE STORE MINIMUM 0 GAL/DAY WATER AVERAGE 500 GAL/DAY APLICABLE MAXIMUM 800 GAL/DAY MINIMUM 0 GAL/DAY SEWER AVERAGE :. "1.1;44 GAL/DAY MAXIMUM 800 GAL/DAY GAS 600,000 H H X W 8/-0#[60'-0' PHASE 1 EXIST CONVENIENCE STORE 3,720 SF 223,15' - N 47°4722' W EXIST CONC WALK VICTORIA RD, (70' R,❑,W,) ASPHALT rN JSITE PLAN -DIMENSIONS EXISTING UTILITY DEMANDS PHASE ONE CONVENIENCE STORE NEW UTILITY DEMANDS PHASE TWO CONVENIENCE STORE EXPANSION WATER MINIMUM 0 GAL/DAY WATER AVERAGE 500 GAL/DAY APLICABLE MAXIMUM 800 GAL/DAY MINIMUM 0 GAL/DAY SEWER AVERAGE 500 GAL/DAY MAXIMUM 800 GAL/DAY GAS 600,000 BTU ELECTRICAL 208/3PH/400 AMP NEW UTILITY DEMANDS PHASE TWO CONVENIENCE STORE EXPANSION WATER NOT APLICABLE SEWER NOT APLICABLE GAS NOT APLICABLE ELECTRICAL NOT APLICABLE HWY 6 SITE VICTORIA AVE WELLBORN ROAD dap j; NTS LEGAL DESCRIPTION LOT 1A & 1B, BUCK 8 WESTFIELD ADDITION, PHASE III COLLEGE STATION, BRAZOS COUNTY, TEXAS ZONED COMMERCIAiL - Cl OWNER DON NGUYEN 2108 B GATO ST, BRYAN, TX 77802 TEL 823 6165 I I II 10' UTILITY ESMNT a 00 t!7 Lo I t� M 0 N N L—�— EXIST CONC WALK �I —1 EXIST - 1/2' WL PHASE 2 CONVENIENCE STORE XPRNSION DATE BY i' 11/30/04 CB 9/15/14 CB 10/9/14 CB F.RE° ARc qTE 0-F EXPIRATION DATE 7/31/15 EXIST TEL, TV I ELECT SERVICE h 208/3PH/800 AMP EXIST UNDGRD TEL & TV �- 2@2'PVC I \j EXIST EXIST I \ CONVENIENCE 4' SS EXISTEXIST BACKFLOW GAS METER PREVENT VALVES��\ 0.6 M BTU EXIST V WL IST - 1'X WM 10' TILI Y ES NT G T AE T AE EXIST PP EXIST SS MH EXIST 6' SS EXIST TEL PDSTL EXIST TV PDSTL EXIST 1000 G GREASE TRAP & SAMPLING WELL — WUI�, I I� , I W�� XWOO ZWCWEXIST E KIST II ( I W�(nM II UNDGRD ELEC I ECT I PRIMARY �2ANSF I 4@2'PVC is EXIST 1' WM IRRIG--] + �_ G lEW3'@ G T T AE — I': EXIST 8' WL i; i? SITE PLAN -UTILITIES 1"=20'-0" SHEET NO. 5-� Q X Lu I— Z O Q W W J O Z U) Ld I I ry Z ( � o IZ IW I I I W r z I I S I Q oo Z z N �� g I = o I IN I 1-7 Qi w Of I w O U ry N. �i EXIST TEL, TV I ELECT SERVICE h 208/3PH/800 AMP EXIST UNDGRD TEL & TV �- 2@2'PVC I \j EXIST EXIST I \ CONVENIENCE 4' SS EXISTEXIST BACKFLOW GAS METER PREVENT VALVES��\ 0.6 M BTU EXIST V WL IST - 1'X WM 10' TILI Y ES NT G T AE T AE EXIST PP EXIST SS MH EXIST 6' SS EXIST TEL PDSTL EXIST TV PDSTL EXIST 1000 G GREASE TRAP & SAMPLING WELL — WUI�, I I� , I W�� XWOO ZWCWEXIST E KIST II ( I W�(nM II UNDGRD ELEC I ECT I PRIMARY �2ANSF I 4@2'PVC is EXIST 1' WM IRRIG--] + �_ G lEW3'@ G T T AE — I': EXIST 8' WL i; i? SITE PLAN -UTILITIES 1"=20'-0" SHEET NO. 5-� Q X Lu I— Z O Q W W J O B BUILDING AREA 3 720 SF f u [ nL Lti1VU HKtm C l,cU1i AC. ) :.. .52,826,7 SF _ _ '. GAL/DAY _ MAXIMUM 800 GAL/DAY .- ML 1 HL t'lt L WELDED TO METAL -PLATE MINIMUM 0 GAL/DAY BUILDING AREA C3 7+ 20 SF 1,440 SF) 5,160 Sr .GAL/DAY MAXIMUM _800 GAL/DAY GAS PAVING AREA 26,820 SF PAVING AREA 26,820 M SF TOTAL DEVELOPED AREA C 58 Y) 30,540 SF TOTAL DEVELOPED AREA C 60 % ) 31,980 SF GALV 1/2 MTL PLATE ,. PARKING REQUIRED REQUIED t1J II II 1/2' EXPANSION BOLTSPARKING ONE SPACE PER 250 SF ONE SPACE PER 250 SF EXIST CONC PAVING 3 720 1 SF 250 15 CARS 5,160 SF 1 250 21 CARS PAR KING PROVIDED PAPVTNr Ppn\/TnC n HOLES FOR 1/2 EXP BOLTS .-.I /-^ MINIMUM - 0 GAL/DAY WATER AVERAGE 500 GAL/DAY MAXIMUM 800 GAL/DAY MINIMUM 0 GAL/DAY SEWER AVERAGE.. 500 .GAL/DAY MAXIMUM _800 GAL/DAY GAS 600,000 BTU ELECTRICAL 208/3PH/ 400 AMP PA RKING PRD VIDED. HANDICAP 2 CARS ALV 1/2 MTL PLATE DIC H AN AP CARS EXPIRATION N DAT E 7/31/15 CUSTOMERS / EMPLOYEES_. GALV 2 3, 8 MTL PIPE - -. 29 CARS CUSTOMERS / EMP , LOYEES 28 CARS .WELDED T7 MTL P � AT PUMP ISLANDS s CARSNEW. UTILITY D AT PUMP ISLANDS EMANDS A DS PHASE T , W❑ 8 CARS - _ > 1 1 CONVENIENCE V ENIEN CE STORE E EXPA N SID N �T❑TAL PRKG PROVIDED 39 CARS TOTAL PRKG PRnVTI�TI �� n n n n n n r EE V iL I UK1H K1J, R. - (70' R,O,W.) ASPHALT .� N SITE PLAN 11 O - TOTAL LAND AREA < 1,208 AC > 52,826,7 SF METAL PIPE BUILDING AREA 3,720 SF BUILDING AREA (3,720 SF+1 ,440 SF) 5,160 SF WELDED TO METAL.PLATE • PAVING AREA 26,820 ' SF PAVING AREA 26,820 SF M TOTAL DEVELOPED AREA ( 58 %) 30,540 SF TOTAL DEVELOPED AREA C 60 /. ) 31,980 SF GALV 1/2' MTL PLATE PARKING REQUIRED PARKING REQUIRED tl II tlJ II II II I► O II-�-1/2' EXPANSI❑N BOLTS ONE SPACE PER 250 SF ONE SPACE PER 250 SF EXIST CONC PAVING 3,720 SF i 250 15 CARS 5,160 SF i 250 21 CARS PARKING PROVIIIED .,HOLES FOR 1/2' EXP BOLTS PA RKING PRD VIDED. HANDICAP 2 CARS ALV 1/2 MTL PLATE DIC H AN AP CARS EXPIRATION N DAT E 7/31/15 CUSTOMERS / EMPLOYEES_. GALV 2 3, 8 MTL PIPE - -. 29 CARS CUSTOMERS / EMP , LOYEES 28 CARS .WELDED T7 MTL P � AT PUMP ISLANDS s CARSNEW. UTILITY D AT PUMP ISLANDS EMANDS A DS PHASE T , W❑ 8 CARS - _ > 1 1 CONVENIENCE V ENIEN CE STORE E EXPA N SID N �T❑TAL PRKG PROVIDED 39 CARS TOTAL PRKG PRnVTI�TI �� n n n n n n r EE V iL I UK1H K1J, R. - (70' R,O,W.) ASPHALT .� N SITE PLAN 11 O - LLJ LANDSCAPING REQUIRED O Q � 3,076 PTS LANDSCAPING PROVIDED � '-- I. I 3 640 PTS �, , ¢ it , - I v w � NL7TES� LANDSCAPING SYMBOLS ` N � IRRIGATI❑N PLANS MUST BE AP ROVED BY CITY ❑F C❑LLEGE STATI❑N LO r 2 1/2 L LIVE OAK QUERCUS r 2 1/2 BURR OAK , L o AND INSTALLED PRIOR THE CERTIFICATE ❑F OCCUPANCY NCY IS ISSUED VIRGINIANA - QUERCUS MACK OCARPA - U o TOP ❑1/2 F .SHRUBS ALONGGRAHAM RD AND VICTORIAAVENESE A E r SHALL BE 36 ABOVE ADJACENTPIST PAVEMENT" ELEVATION CP � r CH PISTACHE ACIA CHINENSIS _ CREPE _MYRTLE LAGERSTR❑EMIA INDICA , I i � o ALL UNPAVED AREAS .SHALL BE COVERED" WITH H SEEDED GRASS, - BC � r 2 1/2 BALD CYPRESS' ® S GAL❑N SHRUBS 1 21 v SOLID SOD -ST AUGUSTINE ❑R GROUND COVER TAX❑DIUM DISTICHUM, BURFORD HOLLY -ILEX C❑RNUTA BURF❑RDY _ - SP -2 1 C� a INDIAN HAWTHORN - RHAPHI❑LEPIS INDICA - WAXLEAF LIGUSTRUM - LIGUSTRUM JAPONICUM , n' i I l� METAL PIPE TOTAL LAND AREA C 1,208 AC ) : 52,826.7 SF T❑TAL LAND AREA < .1,208 AC) 52,826,7 SF P WELDED TO METAL LATE BUILDING AREA 3,720 SF BUILDING AREA (3,720 SF+1,440 SF) 5,160 SF c� PAVING AREA 26,820. SF PAVING, AREA 26,820 SF TOTAL DEVELOPED AREA < 58 /. > 30,540 .SF TOTAL DEVELOPED AREA < 60 /. > 31,980 SF GALV 1/2 MTL PLATE . Ii II N It' II—• -1/2' EXPANSION BOLTS PARKING REQUIRED PARKING. REQUIRED — _ EXIST CONC PAVING 0 S ONE SPACE PER 25 F ONE SPACE PER 250 SF 3,720 SF 250 15. CARS 5,160 SF + 250 21 CARS : wnl F'ck'np i/?• pYp urn 'TC I REVISIONS HWY 6 PHASE 1 PHASE 1 & PRASE 2 UTILITY, DEMANDS � PHASE ONE. UTILITY DEMANDS PHASE TWO ; SATE BY CONVENIENCE STORE DRY-CLEANING PLANT PROJECT ANALYSIS PROJECT ANALYSIS TOTAL LAND AREA C 1,208 AC > 52,826,7 SF TOTAL LAND AREA < 1,208 AC) 52,826.7 SF BUILDING AREA 3,720 SF BUILDING AREA (3,720 SF+2,940 SF) 6,660 SF PAVING AREA 26,820 SF PAVING AREA (26,820 SF+7,130 SF) 33,950 SF TOTAL DEVELOPED AREA C 58 %) • 30,540 SF TOTAL DEVELOPED AREA C 76 X ) 40,610 SF PARKING REQUIRED -CONVENIENCE STORE PARKING REQUIRED 800 ONE SPACE PER 250 SF GAS ONE SPACE PER 150 SF BTU 3,720 SF 1 250 15 CARS 6,660 SF 1 250 27 CARS PARKING PROVIDED PARKING PROVIDED WATER MINIMUM 0 GAL/DAY 5/27/04 AVERAGE 500 GAL/DAY MAXIMUM 800 GAL/DAY SEWER MINIMUM 0 GAL/DAY AVERAGE 500 GAL/DAY "_ EDA MAXIMUM 800 GAL/DAY GAS 600,000 BTU ELECTRICAL 208/3PH/400 AMP WATER MINIMUM 0 GAL/DAY 5/27/04 AVERAGE 4,000 GAL/DAY MAXIMUM 6,000 GAL/DAY SEWER MINIMUM 0 GAL/DAY AVERAGE 4,000 GAL/DAY "_ EDA MAXIMUM 6,000 GAL/DAY GAS 1,200,000 BTU ELECTRICAL 208/3PH/400 AMP ' X3260 ' •�P � OF i r! EXPIRATION DATE 2/28/05 L OC�p j NTS LEGAL DESCRIPTION LOT lA & 1B, BLOCK,! 8 WESTFIELD ADDITION, PHASE III COLLEGE STATION, BRAZ❑S COUNTY, TEXAS ZONED COMMERCIAL Cl i OWNER DON NGUYEN 2108 B CATO ST, DRiYAN, TX 77802 I TEL 823 6165 Z o C7 � AMBULATORY RAMP EXIST 6' WOOD FENCE `n CITY STND I 21,01' - S 48°04'42' E I W 7.5' BLDG LINE o ry r C) \ I 6' CMU WALL N 15 BUFFER ZONE(PHASE 2)_ _ \ ry Lij — — — — ` PRECAST ��� p � I� 10' 10' Z OiO F- ._ I CONC CURB t �Z FIRE LANE SECURED T❑ PVMT o \\\ �/ I I I ( Z \\\\ �2 TYP 1 `I �--- (PHA 2) (� Il I V) w ( �I DUMPSTER `( zI I I I I W I Z ' w 6' CONC PVMT PHASE 1 PHASE N Bob---RE�7-SP3 I I- w o _ RE�6-SP3 I '� W " F- _,. 'CHEVRON' CANOPY M I A BY OTHERS I ,,0 I (1�-I I I H I W ( Q Z = o r _ �// LANDSCAPING - - - - \ \ \� II ( �I I (— /// - - - - - - - \ \ II F z m —-----�-- H i o �� O N � .I � a � � 'II � O r — �• ,,o' I _� _ J I �) 1 I \I II (N) 1 I I I I I\ 11 I� I U �' I tRAMPI I - = N l I ( II I I I .-� ,I - I I I I I, ►I I W cr- F- FIRE LANE d - I I I II 10 10 TYP o- b I o PHASE Z ( 24'-6' 16' - 1 PHASE 2 1 i I ry z cv I ) L- J I I HANDIC I ( II a Q, RE110-SP3 I ! RETAIL ADDITION I 25'-0' I__4 I 1 I DRY-CLEANTNG I I 1 I I Fes - N — 1 DRY-CLEANING ( W I i 1 (i U = __7 I I I I i J I I 4' SS I I I <C Ld 18'-6' 27'-7" r 26 -0" I RCONC E 5 SPALK 2,900 SF ( ( II GAS METER 1000 G GREASE TRAP 0 L_ 127'-7M a I I II I I J 1 ( I ( 1 I 1.2 M BTU 4' SS I I& SAMPLING WELL = z 8'-0"I 60'-0' I 5'-0" II I 1 BACKFLOW PREVENT VALVE ( II I U m I~ I I I 1 I I INEDUCE EGRAL PRESSURE HECK V VAL I I I I I U '� N II ¢ Q ( I � ' I 1 o o , N 00 II In ( �D ( o of CONC WALK CONC P3LK II I W ( ( tf) I 1 F 1t1 _ � r_I � U RE2-SP3 I) N � � G � ,.., TEL, TV L - - -1 (ERVIC (I IW ( ( I 1 I 20' 3PHELECT %800 AMP III c,.� I 6' SS C❑NNECTI❑N q „ o ( _ CONVENIENCE STOR II �- I I I \ < ExIST 6" ss ¢ I II I� 1 ( I 1 UNDGRD TEL & TV I� -�-- Q� d 3,720 SF II pa e rY o SIGN ( F 5'-0"\ W t1J ( ( 6' CONC PVMT ( L- - I E d II Il!) ( I N ( 1 I III EXISTSS MH W .-, W ( RE16-SP3 0 d 1,D II (t1 3 v i J�D I z°m (I I ( I I 1 1 TW❑ WAY C 4 SS I\\ � 0 3 N GAS PRICE SIGN L- -N - --1 �lp o HANDIC 15'-6' II ( CONVENIENCE STORE 4" SS II 1 EXIST TEL PDSTL 7 U BY OTHERS I I �� I VAN ACCESS i I ( I EXIST TV PDSTL C tt� (- - - -� p� RE, SP3 II I: CD .� I o I I I ( 1 �� 1 1000 G GREASE TRAP X z d r- o - -1 Qo 6' WOOD FENCE II 1 BACKFLOW GAS METER ❑ & G SAMPLING WELL cu o &GATE II I I ( I I I PREVENT VALV 0,6 M BTU I 1 I I , RAMP d• CONC CURB C) • t0 I '-' , RE14-SP3 /� 12,-0" II > - _.� -4�-0"----- ----- I II I v I I UNDGRD _ w¢C- I ( � 2, FIC�`E`LANE CONC CURB ( FUEL TANKS �z't ( I 3 o TYP . . &PVMT w 0❑ I pum CD of 6' CONC PVMT (PHASE 2) ( II ( ( A I I / > zw111 �b co � of N RE16-SP3 O I II o / / ^ 1" WL MOM I I 1 31 I - (I I � � ��s TEMPORARY ( II � / / / 25 B CONC CURB I II / / UNDGRD ELEC 1! LECT Q O` BLDG LINE _ _ Q-- \ v / / / / PTIMARY I TRA SF ( 4 @ 2" PVC I 6" 6" • 6' .-FIRE LANE 0 TYP .0 `0 I ` I // I x 5' ( `� i' WMi 9.. ( I I W �� 1" W M \ �• �_ _ — 5 CARS — — 6' 5 ARS — — 10 UTILITY ESMN-r /— + I— _ �- 10 TILI Y ES NT _ % IRRIG m CONC CURB O G m p O , �` T T G G ( 2 WM v S REi4-SP3 O O_ AE AE T AE T - T AE 223.15' - N 47047'22' W 4- 'EXIST PP — CL ._ N EXIST CONC WALK EXIST CONC WALK EXIST 8" WL J N AMBULATORY RAMP AMBULATORY RAMP (' CITY STND CITY STND rn o _ 46'-0" 10'-0' 46'-0' 28'-8' 33'-0' PA' -1' s VICT❑RIA RD, o (70' R.❑.W.) ASPHALT ca SITE PLAN -I -DIMENSIONS a \ 1'=20'-0' o LL SITE PLAN— UTILITIES 1"=20'-0" 1_.1,_. 11/5/03 CB 5/27/04 CB z SITE VICTORIA AVE 10/13/04 CB 1 11/30/04 CB r o' O I II "_ EDA I 0- > 00 0_ CD WELLBORN ROAD I p II ! > ' X3260 ' •�P � OF i r! EXPIRATION DATE 2/28/05 L OC�p j NTS LEGAL DESCRIPTION LOT lA & 1B, BLOCK,! 8 WESTFIELD ADDITION, PHASE III COLLEGE STATION, BRAZ❑S COUNTY, TEXAS ZONED COMMERCIAL Cl i OWNER DON NGUYEN 2108 B CATO ST, DRiYAN, TX 77802 I TEL 823 6165 Z o C7 � AMBULATORY RAMP EXIST 6' WOOD FENCE `n CITY STND I 21,01' - S 48°04'42' E I W 7.5' BLDG LINE o ry r C) \ I 6' CMU WALL N 15 BUFFER ZONE(PHASE 2)_ _ \ ry Lij — — — — ` PRECAST ��� p � I� 10' 10' Z OiO F- ._ I CONC CURB t �Z FIRE LANE SECURED T❑ PVMT o \\\ �/ I I I ( Z \\\\ �2 TYP 1 `I �--- (PHA 2) (� Il I V) w ( �I DUMPSTER `( zI I I I I W I Z ' w 6' CONC PVMT PHASE 1 PHASE N Bob---RE�7-SP3 I I- w o _ RE�6-SP3 I '� W " F- _,. 'CHEVRON' CANOPY M I A BY OTHERS I ,,0 I (1�-I I I H I W ( Q Z = o r _ �// LANDSCAPING - - - - \ \ \� II ( �I I (— /// - - - - - - - \ \ II F z m —-----�-- H i o �� O N � .I � a � � 'II � O r — �• ,,o' I _� _ J I �) 1 I \I II (N) 1 I I I I I\ 11 I� I U �' I tRAMPI I - = N l I ( II I I I .-� ,I - I I I I I, ►I I W cr- F- FIRE LANE d - I I I II 10 10 TYP o- b I o PHASE Z ( 24'-6' 16' - 1 PHASE 2 1 i I ry z cv I ) L- J I I HANDIC I ( II a Q, RE110-SP3 I ! RETAIL ADDITION I 25'-0' I__4 I 1 I DRY-CLEANTNG I I 1 I I Fes - N — 1 DRY-CLEANING ( W I i 1 (i U = __7 I I I I i J I I 4' SS I I I <C Ld 18'-6' 27'-7" r 26 -0" I RCONC E 5 SPALK 2,900 SF ( ( II GAS METER 1000 G GREASE TRAP 0 L_ 127'-7M a I I II I I J 1 ( I ( 1 I 1.2 M BTU 4' SS I I& SAMPLING WELL = z 8'-0"I 60'-0' I 5'-0" II I 1 BACKFLOW PREVENT VALVE ( II I U m I~ I I I 1 I I INEDUCE EGRAL PRESSURE HECK V VAL I I I I I U '� N II ¢ Q ( I � ' I 1 o o , N 00 II In ( �D ( o of CONC WALK CONC P3LK II I W ( ( tf) I 1 F 1t1 _ � r_I � U RE2-SP3 I) N � � G � ,.., TEL, TV L - - -1 (ERVIC (I IW ( ( I 1 I 20' 3PHELECT %800 AMP III c,.� I 6' SS C❑NNECTI❑N q „ o ( _ CONVENIENCE STOR II �- I I I \ < ExIST 6" ss ¢ I II I� 1 ( I 1 UNDGRD TEL & TV I� -�-- Q� d 3,720 SF II pa e rY o SIGN ( F 5'-0"\ W t1J ( ( 6' CONC PVMT ( L- - I E d II Il!) ( I N ( 1 I III EXISTSS MH W .-, W ( RE16-SP3 0 d 1,D II (t1 3 v i J�D I z°m (I I ( I I 1 1 TW❑ WAY C 4 SS I\\ � 0 3 N GAS PRICE SIGN L- -N - --1 �lp o HANDIC 15'-6' II ( CONVENIENCE STORE 4" SS II 1 EXIST TEL PDSTL 7 U BY OTHERS I I �� I VAN ACCESS i I ( I EXIST TV PDSTL C tt� (- - - -� p� RE, SP3 II I: CD .� I o I I I ( 1 �� 1 1000 G GREASE TRAP X z d r- o - -1 Qo 6' WOOD FENCE II 1 BACKFLOW GAS METER ❑ & G SAMPLING WELL cu o &GATE II I I ( I I I PREVENT VALV 0,6 M BTU I 1 I I , RAMP d• CONC CURB C) • t0 I '-' , RE14-SP3 /� 12,-0" II > - _.� -4�-0"----- ----- I II I v I I UNDGRD _ w¢C- I ( � 2, FIC�`E`LANE CONC CURB ( FUEL TANKS �z't ( I 3 o TYP . . &PVMT w 0❑ I pum CD of 6' CONC PVMT (PHASE 2) ( II ( ( A I I / > zw111 �b co � of N RE16-SP3 O I II o / / ^ 1" WL MOM I I 1 31 I - (I I � � ��s TEMPORARY ( II � / / / 25 B CONC CURB I II / / UNDGRD ELEC 1! LECT Q O` BLDG LINE _ _ Q-- \ v / / / / PTIMARY I TRA SF ( 4 @ 2" PVC I 6" 6" • 6' .-FIRE LANE 0 TYP .0 `0 I ` I // I x 5' ( `� i' WMi 9.. ( I I W �� 1" W M \ �• �_ _ — 5 CARS — — 6' 5 ARS — — 10 UTILITY ESMN-r /— + I— _ �- 10 TILI Y ES NT _ % IRRIG m CONC CURB O G m p O , �` T T G G ( 2 WM v S REi4-SP3 O O_ AE AE T AE T - T AE 223.15' - N 47047'22' W 4- 'EXIST PP — CL ._ N EXIST CONC WALK EXIST CONC WALK EXIST 8" WL J N AMBULATORY RAMP AMBULATORY RAMP (' CITY STND CITY STND rn o _ 46'-0" 10'-0' 46'-0' 28'-8' 33'-0' PA' -1' s VICT❑RIA RD, o (70' R.❑.W.) ASPHALT ca SITE PLAN -I -DIMENSIONS a \ 1'=20'-0' o LL SITE PLAN— UTILITIES 1"=20'-0" SHEET NO. sp — I OUT OF 1_.1,_. z LLJ U i Q r o' O I _¢ w U I 0- > 00 0_ CD SHEET NO. sp — I OUT OF i i I � I EXISTING NEW REVISIONS PHASE 1 & PHASE 2 UTILITY DEMANDS PHASE ONE UTILITY DEMANDS _ NDS PHASE TWO HWY 6� PROJECT ANALYSIS CONVENIENCE STORE BY RETAIL- OFFICE DATE TOTAL LAND AREA ( 1,208 AC) 52,826.7 SF BUILDING AREA (3,720 SF+4,600 SF) 8,320 SF PAVING AREA (26,820 SF+1,050 SF) 28,264 SF TOTAL DEVELOPED AREA < 69 %) 36,584 SF PARKING REQUIRED ONE SPACE PER 250 SF 8,320 SF 1 250 34 CARS PARKING PROVIDED HANDICAP 2 CARS WATER MINIMUM 0 GAL/DAY 9/15/14 AVERAGE 500 GAL/DAY W MAXIMUM 800 GAL/DAY SEWER MINIMUM 0 GAL/DAY O AVERAGE 500 GAL/DAY O � IL MAXIMUM 800 GAL/DAY GAS 600,000 600,000 BTU .ELECTRICAL 208/3PH/400 AMP WATER MINIMUM 0 GAL/DAY 9/15/14 AVERAGE 500 GAL/DAY W MAXIMUM 800 GAL/DAY SEWER MINIMUM 0 GAL/DAY O AVERAGE 500 GAL/DAY O � IL MAXIMUM 800 GAL/DAY GAS 600,000 BTU ELECTRICAL 208/3PH/400 AMP CUSTOMERS / EMPLOYEES34 CARS �>'•'••.,13260,.••'••P� ATE OF f AT PUMP.ISLANDS 8 CARS � r TOTAL PRKG PROVIDED 44 CARS EXPIRATION DATE 7/31/1 H&Pji NTS LEGAL DESCRIPTION LOT IA & 1B, BLOOK 8 WESTFIELD ADDITION, PHASE III COLLEGE STATION, I;BRAZOS COUNTY, TEXAS ZONED COMMERCIAL, - Cl L OWNER DON NGUYEN 2108 B GATO ST, BRYAN, TX 77802 TEL 823 6165 Z EXIST .CMU WALL o � M REi9-SP3 241.01' - S 48004'42' ELo � W r- 7.5' 7,5 Q o BLDG LINE t I .0 t` CUNC CURB PRECAST CGNC CURB 15' BUFFER ZONE � RE�4-SP3 SECURED TO PVMT I I v ------ -- ---- --- w HANDICI ZRE,10-SP'3 PL'DG MT. �- 4 HANDICAP 'SIGN " I I I I 10' 10' z W EXIST IWA x1l I PAVEMENT MARKINGS CGNC PVMT w I N o H Z } �D RAMP. N I I W NEW IJ W r CO 4' SS IZ A I rl U J l to PHASE 2 �— CGNC• .WALK:. N , REi2=SP.3. ' �I I ry i— —1 l= H Q z 0 '�' I o RETAIL- OFFICE i I I � r l ADDITION 4 SS a 6 0' —'(] r �' r N ^� NEW Ln F ----� : PHASE-., .2 NL_ I CGNC WAL __l W m - W . . RETAIL- •OFFICE RE12-SP3 K I I ( �% Z EXIST PUMPS l Z AD'DIT'ION' 1 I l l l Q I H I NEW ry AND CANOPY •'•� ,, • C:�j �--- — — 4,600 SF. ( ( NEW U IGAS METER I ( w W W �� l m I 0.6MBTU W NEW THREE (3) --- � 'Z ...'.. U BACKFLOW PREVENT VALVES I I ( O REDUCE E PRESSURE W/ Of r- — — — —I RAL CHECK VALVES G I U Q n H 00ti x U H ( ( �!` w0 ¢ X Z( n -NV W IC3 6EXIT S � TEL TV & 1, ELECT SERVICE 208/3PH/800 AMP EXIST SS MH LLJ --- I �I I f'�'' Q' R'-(1" 'In/ _ nr ci nr W . �D I EXIST EXIST 6' SS X �,� 11/30/04 CB 9/15/14 CB I W SITE VICTORIA AVE U I <[ i t_L_ W O E SIGN W C) - - ---� O � IL o 0 (c) 3 = z Y cl c� WELLBORN �;• G•; I ROAD j ci Q � C3 3 CUSTOMERS / EMPLOYEES34 CARS �>'•'••.,13260,.••'••P� ATE OF f AT PUMP.ISLANDS 8 CARS � r TOTAL PRKG PROVIDED 44 CARS EXPIRATION DATE 7/31/1 H&Pji NTS LEGAL DESCRIPTION LOT IA & 1B, BLOOK 8 WESTFIELD ADDITION, PHASE III COLLEGE STATION, I;BRAZOS COUNTY, TEXAS ZONED COMMERCIAL, - Cl L OWNER DON NGUYEN 2108 B GATO ST, BRYAN, TX 77802 TEL 823 6165 Z EXIST .CMU WALL o � M REi9-SP3 241.01' - S 48004'42' ELo � W r- 7.5' 7,5 Q o BLDG LINE t I .0 t` CUNC CURB PRECAST CGNC CURB 15' BUFFER ZONE � RE�4-SP3 SECURED TO PVMT I I v ------ -- ---- --- w HANDICI ZRE,10-SP'3 PL'DG MT. �- 4 HANDICAP 'SIGN " I I I I 10' 10' z W EXIST IWA x1l I PAVEMENT MARKINGS CGNC PVMT w I N o H Z } �D RAMP. N I I W NEW IJ W r CO 4' SS IZ A I rl U J l to PHASE 2 �— CGNC• .WALK:. N , REi2=SP.3. ' �I I ry i— —1 l= H Q z 0 '�' I o RETAIL- OFFICE i I I � r l ADDITION 4 SS a 6 0' —'(] r �' r N ^� NEW Ln F ----� : PHASE-., .2 NL_ I CGNC WAL __l W m - W . . RETAIL- •OFFICE RE12-SP3 K I I ( �% Z EXIST PUMPS l Z AD'DIT'ION' 1 I l l l Q I H I NEW ry AND CANOPY •'•� ,, • C:�j �--- — — 4,600 SF. ( ( NEW U IGAS METER I ( w W W �� l m I 0.6MBTU W NEW THREE (3) --- � 'Z ...'.. U BACKFLOW PREVENT VALVES I I ( O REDUCE E PRESSURE W/ Of r- — — — —I RAL CHECK VALVES G I U Q n H 00ti x U H ( ( �!` w0 ¢ X Z( n -NV W IC3 6EXIT S � TEL TV & 1, ELECT SERVICE 208/3PH/800 AMP EXIST SS MH LLJ --- I �I I f'�'' Q' R'-(1" 'In/ _ nr ci nr W . �D I EXIST EXIST 6' SS X �,� W I I W l U <[ w t_L_ W O E SIGN W C) - - ---� O � IL o 0 (c) 3 = z Y I I ci Q � C3 3 N — — — � EXIST [Y I (— I VAN ACCESS o — — — HANDIC U x Z I L---� d, C) tU - I , PHASE 1 EXIST CGNC PVMT AND PARKING T .O I , " / 25' BLDG LINE 94 10' UTILITY ESMNT M I 2N@GRD PVL & TV T- N I EXIST EXIST II I CONVENIENCE 4' SS jIj' I EXIST TEL PDSTL 'f I EXIST TV PDSTL EXIST EXIST l PACKFLOW GAS METER I I EXIST I REVENT VALVES 0.6 M BTU I ( 1000 G GREASE TRAP II G ( & SAMPLING WELL El IJ u13 w uII I• wry _.. —• w a a I l cv l M EXIST "L3 C3 EXIST— 1' WL xzwC91 II i 1/2' WL W=)(4 m ( EXIST 1) EXIST ' I I ( UNDGRD ELEC ELECT PRIMARY I PRIMARY TRANSF 4@2'PVC EXIST �� I 1 WM EXIST 10' TILI Y ES NT j 1' WM IRRIG L_ G NEW 3'T=, T AE —T_ AE TG AE - T G 1 W T G AE EXIST PP — EXIST CGNC WALK / \ �_ EXIST 8" WL vicTORta Rn. ASPHALT N SITE PLAN— DIMENSIONS � 1'=20_,?SITE PLAN—UTILITIES SHEET N0. sp — 1 W z W U t_L_ o O � W C) CD O � IL o 0 (c) SHEET N0. sp — 1 I �) REVISIONS 'I li 3,000 PSI CONCRETE W/ DATE BY #3 BARS @ 16" OCEW SEALANT t #3 - 24" LONG DOWEL @ 16" OC #3 BAR CONT 1 /8" TOOLED EDGE 11/3/04 CB \\\ #3 BAR CONT 3,000 PSI CONCRETE W/ 9/15/14 CB 1x4 FJ RDWD7#3 BARS @ 16" OCEW RE: DET 5-SP2 `- PLASTIC SLEEVES PLASTIC SLEEVES 4 r III—III—III—III—III—I 11-1 I i o a �, : •�5 �.�. �, ' Til l l lil l I—Iii =111 ,111, ; ''=1 1=111 #3 DOWELS @ 24 OC I 11 �,-1 �• 24" LONG "L" SHAPE 1X6 FJ RDWD II 6" PREPARED SUBGRADE PREPARED SUBGRADE EXPANSION JOINT ��'• .•r3zso..••'.'P� qTF of SIDEWALK EXPANSION JOINT SIDEWALK Q BLDG. DETAIL EXPIRATION DATE 7/31/15 r EXISTING 14'-8" 6» - 6„ 3, 4„ 3'- 6„ 3, 6» 3,- 4„ 6„ L LINTEL BLOCK W/ 3,000 PSI CONCRETE W/ 24"-#5 BAR DOWELS @ 24" OC -- 6" DIA B❑LARDS FILLED W/ PRIME'@ PAINT ALL CMU #4 BARS @ 18" OCEW - CONCRETE @ 48" HIGH COLOR BY OWNER/ARCHITECT #5 BAR CONTINUOUS INDUST ENAMEL PAINT o z #4 BAR CONTI7 NUOUS #4 BARS CONTINUOUS - EXP JOINT REI 5-SP2 0 8 " I #4 BARS VERT REINF O j 0 to r� t� I 8 CMU WALL @ 8'-0' HIGH :o0��OC� SP3 @ 72 - SOLID CELL (n w w 3,000 PSI CONCRETE WALK W/ w PLASTIC SLEEVES w `� o W I 6 � » � 8 CY MTL DUMPSTER fLo - 3"R # 3"f� 3,000 PSI CONC W/ o Q 4 BARS @ 18 OCEW ¢ ¢ r LD ¢ z #4 BARS @ 18" OCEW Q CONC PAD 6" THICK 3,000 PSI. I f� o� W/ #4 BARS @ 12" OCEW 6 CMU WALL 0 rn w _ w W/ HORIZ REINF @ 24" ❑C - o =) I I=1 I o — -i- > �a CONCRETE 6" DIA 48" HIGH ARDS D W/ L I II I I til • • - q I ' III-) I I—I INDUST ENAMEL PAINT #4 BARS @ 12" OCEW Z_ _ _ r�3,000 PSI CONC PAD W/ f- 771 —I I I �, 11111-1i1 _ 6' CHAIN LINK FENCE GATE W/ 7 .a VERTICAL SLOTS N • #3 L SHAPE 6" X 12" aD DOWELS @ 36" O.C. PREPARED SUBGRADE I Ii 111 (i ) I-1 I I =1 ( �.1 I�; �' 12'-0"=1 I—til z ail„ II I I � z #3 -6" X 12" L SHAPE DOWEL @ 24" OC PREPARED SUBGRADE 12" 2 @ #6 BARS CONT C� Z NOTE, CMU WALL COULD BE SUBSTITUTED WITH x METAL OR WOOD WALL TYPICAL ALL DRIVEWAY AREAS C TYPICAL ALL PARKING AREAS TYPICAL ALL PARKING AREAS PROVIDE EXPANSION JOINTS @ 20'-3" OC EA WAY L r (i m CURB DETAIL SIDEWALKS PAVEMENT PAVING EXPANSION JOINT DUMPSTER PAD AND FENCE DUMPSTER FENCE DETAIL— NTS EXISTING EXISTING NTSW co C CV � HANDICAPPED PARKING SIGN HANDICAPPED PARKING SIGN mn INTFTI nm RI ITI TITNf; Mrn If\ITG"n nr,I RI ITI nTf\lr. O I mo PRECAST CONC CUf SECURE TO PAVEM LINTEL BLOCK W43 BARS CONTIN TEXTURED PAINT ACCENT COLOR RECESSED COURSE ACCENT COLOR PAINTED MARKINGS PRIME @ PAINT ALL CMU COLOR BY OWNER/ARCHITECT #4 BARS VERT REINF @ 96" ❑C - SOLID CELL 6" CMU WALL W/ HORIZ REINF @ 24" OC CONC CURB REI DET 4-SP3 #3 STIRRUPS @ 24' ❑C 4 @ #5 BARS CONT g BUFFER WALL DETAIL n ( EXISTING ) 1 O HANDICAP ( PHASE 2 )� CONC SIDEWALK W/ 6" CURB HEIGHT PAINTED MARKINGS 1 1 HANDICAP VAN ACCESS � � ( EXISTING ) NTS r i II �,.../ O r `Z I- ry w 0 O I! O I SP 3