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Home My WebLink AboutDrawings3,000 PSI CONCRETE W/ #3 BARS @ #3 – 24" LC # BAR CON - 1 x4 FJ RDWD RE: DET 5 –SI PLASTIC SLEE PREPARED SUBGRADE SIDEWALK EXPANSION JOINT #4 BAR CONTINUOUS 6" #3 L SHAPE 6" X 12" DOWELS @ 36" O.C. • w w ry Q z Y Lil < > o U) I to TYPICAL ALL PARKING AREAS 4 CURB DETAIL 1 " =1' -0" SEALANT #3 BAR CONT 3,000 PSI CONCRETE W/ #3 BARS @ 16" OCEW PLASTIC SLEEVES -- 3,000 PSI CONCRETE W/ — #4 BARS @ 18" OCEW #4 BARS CONTINUOUS 3,000 PSI CONCRETE WALK W/ #4 BARS @ 18" OCEW d- PREPARED SUBGRADE ' #3 –6" X 12" L SHAPE DOWEL @ 24" OC 24!'–#5 BAR DOWELS @ 24" OC #5 BAR CONTINUOUS EXP JOINT RE: 5 –SP2 PLASTIC SLEEVES 3,000 PSI CONC W/ #4 BARS @ 18" OCEW — 7 PREPARED SUBGRADE c 6" LINTEL BLOCK W/ 6" DIA BOLARDS FILLED W/ CONCRETE @ 48" HIGH INDUST ENAMEL PAINT 0 8" CMU WALL @ 8' -0" HIGH d 8 CY MTL DUMPSTER CONC PAD 6" THICK 3,000 PSI O W/ #4 BARS @ 12" OCEW c ° 6" DIA BOLARDS FILLED W/ CONCRETE @ 48" HIGH INDUST ENAMEL PAINT 6' CHAIN LINK FENCE GATE W/ VERTICAL SLOTS N PRIME @ PAINT ALL CMU COLOR BY OWNER /ARCHITECT #4 BARS VERT REINF @ 72" OC — SOLID CELL 6" CMU WALL W/ HORIZ REINF @ 24" OC 3,000 PSI CONC PAD W/ #4 BARS @ 12" OCEW ]�o • 12' L\ — 2 @ #6 BARS CONT w Of Q /--- 3" R / 0 TYPICAL ALL PARKING AREAS 5 SIDEWALK Q PAVEMENT 1" =1' -d' TYPICAL ALL DRIVEWAY AREAS PROVIDE EXPANSION JOINTS @ 20' -3" OC EA WAY 6 PAVING EXPANSION J01NT ••= NTS HANDICAPPED PARKING SIGN MOUNTED ON 2" DIA PIPE HEIGHT PER CODE PON #3 DOWELS @ 24" OC 24" LONG "L" SHAPE II=I 6" PREPARED SUBGRADE )SIDEWALK _@ BLDG. 1 1 8 " Tnni c r 1X6 EXPANSION JOINT DETAIL 4 A , O" O i N LINTEL BLOCK W/ #3 BARS CONTIN TEXTURED PAINT ACCENT COLOR RECESSED COURSE ACCENT COLOR PRIME @ PAINT ALL CMU COLOR BY OWNER /ARCHITECT # BARS VERT REINF @ 96" OC – SOLID CELL 6" CMU WALL W/ HORIZ REINF @ 24" OC #3 STIRRUPS @ 24" OC 4 @ #5 BARS CONT 12" 9 BUFFER WALL DETAIL NTS Cl NTS CONC SIDEWALK W/ 6" CURB HEIGH PAINTED MARKINGS i HANDICAP VAN ACCESS NTS 5' -0" 9, –O„ 12' -0" _z Y co d TYPICAL ALL PARKING AREAS 5 SIDEWALK Q PAVEMENT 1" =1' -d' TYPICAL ALL DRIVEWAY AREAS PROVIDE EXPANSION JOINTS @ 20' -3" OC EA WAY 6 PAVING EXPANSION J01NT ••= NTS HANDICAPPED PARKING SIGN MOUNTED ON 2" DIA PIPE HEIGHT PER CODE PON #3 DOWELS @ 24" OC 24" LONG "L" SHAPE II=I 6" PREPARED SUBGRADE )SIDEWALK _@ BLDG. 1 1 8 " Tnni c r 1X6 EXPANSION JOINT DETAIL 4 A , O" O i N LINTEL BLOCK W/ #3 BARS CONTIN TEXTURED PAINT ACCENT COLOR RECESSED COURSE ACCENT COLOR PRIME @ PAINT ALL CMU COLOR BY OWNER /ARCHITECT # BARS VERT REINF @ 96" OC – SOLID CELL 6" CMU WALL W/ HORIZ REINF @ 24" OC #3 STIRRUPS @ 24" OC 4 @ #5 BARS CONT 12" 9 BUFFER WALL DETAIL NTS Cl NTS CONC SIDEWALK W/ 6" CURB HEIGH PAINTED MARKINGS i HANDICAP VAN ACCESS NTS 5' -0" 9, –O„ 12' -0" Q Q C.� vi M DATE LO 2 1/27 LIVE OAK 11/5/03 QUERCUS VIRGINIANA CP sy " 2 1/27 CHINESE PISTACHE PISTACIA CHINENSIS BC ° 2 11:Z' BALD CYPRESS CB TAXODIUM DISTICHUM CB Boo 1 /2" BURR OAK rn ® CREPE MYRTLE - LAGERSTROEMIA INDICA ® I I 1 LO 4 � INDIAN HAWTHORN - RHAPHIOLEPIS INDICA WAXLEAF LIGUSTRUM - LIGUSTRUM JAPONICUM OF SOLID SOD 2/28/05 MI 0* z c? 0 E0 ® SIGN Ii 0 r °' Ld z cn x ~ cy) z Z y ¢. z O m ® I I 1 CP a N_ M z 6' CMU WALL RE:8 -SP3 6cn EXIST 6' WOOD FENCE 231' -U' ` m a SOLID . 1 BO _ ® SOLID ° SOD ° 1 LO 1 BO 1 LO \ M a 11 BC ° SOD 1 LO 1 BC LO 1 BC t° ® �®®® �a�aQ� ®� ® � ®� ® ® ® ®_ ® ®® ® ®®aa aaaaaaaaaalope aa 7154 a aaa®® a ®a 1 LO ® ®®®®® � � 15' BUFFER ZONE 6' CMU WALL z RE:8 -SP3 SOLID I I w SOD 00 SHRUBS 1 BO I o F_ —I 1 LO I ® ®ILO ® 1 LO I ( ( SOLID SOD a ® ® ®® I I I N I a I I ~ SOD D 1 BO I 1 CP + I ( I (® ® I I I Z I SOLID SOD I ® LO ® SOLID OD ® @� 1 CP 1 LO SOLD SO[ - ®aaaaaaaaaaaaa £ 40 SHRUBS 1 CID VICTORIA AVE ry :: 4. 1 1 1 1 1M . : \E CONVENIENCE STORE 3,720 SF 2 CREPE MYRTLE • �L 21 �HRUEFS PROJECT ANALYSIS TOTAL LAND DEVELOPED AREA FRONTAGE LF (449.7 FRONTAGE LF - 162' DRIVEWAYS & SIGHT TRIANGLES) S OLID .: •D T5 SHRUBS ... .r .. .. .. .. .. .. .. .. El: o .r n_ I ELECT T 6 A NSF-1 aaaa 10 SHRUBS N N 0 I o_ 0 O io x W JSITE PLAN —LANDSCAPING PHASE 1 (FYI) Please be aware that all shrubs in the required buffer must be a minimum of 5- 52,826.7 SF gallon shrubs and 3 -feet in height at planting stage. The plantings are required by 287.7 LF Ordinance to be planted in the 15 -foot buffer. LANDSCAPING REQ ENTS 52,826.7 SF : 1 Q90 30 = 1,585 PTS 1,585 - 1 STEETSCAPE TREES PROVIDED) TOTAL LANDSCAPING REQUIRED ll VT5 N' �' Ok �2 2 X 150 PTS ' PTS 2 X 50 PTS 100 16 X 10 PTS 160 PTS 560 PHASE 1 — TOTAL LANDSCAPING PROVIDED j2 CkPC)Vk X 150 — 1 V S C N OGG T �� S x. 1 = 90 � 2 �o� A - 1 °b I I I � ( I ( 0 I I I I I I D I I I I ( 0 I I I ELECT TI SITE PLAN — LANDSCAPING PHASE 2 iff =20 LANDSCAPING PROVIDED NON- CANOPY TREES 1 X 50 PTS 50 PTS SHRUBS 22 X 10 PTS 220 PTS 270 PTS PHASE 2 — TOTAL LANDSCAPING PROVIDED 270 PTS o� REV IEWE FOR COPL! C DEC 6 2004 COLLEGE SIAM ION DEV'ELOPWK SMICES LANDSCAPING SYMBOLS NOTES: IRRIGATION PLANS MUST BE APROVED BY CITY OF COLLEGE STATION AND INSTALLED PRIOR THE CERTIFICATE OF OCCUPANCY IS ISSUED TOP OF SHRUBS ALONG GRAHAM RD AND VICTORIA AVE SHALL BE 36" ABOVE ADJACENT PAVEMENT ELEVATION ALL UNPAVED AREAS SHALL BE COVERED WITH SEEDED GRASS, SOLID SOD -ST AUGUSTINE OR GROUND COVER 1 CREPE - MYRTLE REVISIONS DATE LO 2 1/27 LIVE OAK 11/5/03 QUERCUS VIRGINIANA CP sy " 2 1/27 CHINESE PISTACHE PISTACIA CHINENSIS BC ° 2 11:Z' BALD CYPRESS CB TAXODIUM DISTICHUM CB Boo 1 /2" BURR OAK QUERCUS MACROCARPA CREPE MYRTLE - LAGERSTROEMIA INDICA ® 5 GALON SHRUBS BURFORD HOLLY - ILEX CORNUTA BURFORDY � INDIAN HAWTHORN - RHAPHIOLEPIS INDICA WAXLEAF LIGUSTRUM - LIGUSTRUM JAPONICUM NOTES: IRRIGATION PLANS MUST BE APROVED BY CITY OF COLLEGE STATION AND INSTALLED PRIOR THE CERTIFICATE OF OCCUPANCY IS ISSUED TOP OF SHRUBS ALONG GRAHAM RD AND VICTORIA AVE SHALL BE 36" ABOVE ADJACENT PAVEMENT ELEVATION ALL UNPAVED AREAS SHALL BE COVERED WITH SEEDED GRASS, SOLID SOD -ST AUGUSTINE OR GROUND COVER 1 CREPE - MYRTLE REVISIONS DATE BY 11/5/03 CB 5/27/04 CB 10/13/04 CB 11/30/04 CB RED• ARC ��C.,. NTtN C� '• •.y/ • 'Q6i .f � .,7326,0,,.• �P� TE OF EXPIRATI ❑N DATE 2/28/05 r - 30- 0* z c? 0 E0 W '� ' r Ii 0 r °' Ld z x ~ z z Z y ¢. z O m w w N_ M z ry l'- Q W M ~ 0 _ U 0° U Q N V) x w F- z 0 Q V) LLJ 0 N 1� w _ J 0 0 C) U) W U 7 r L1 ry LI 7 I— W z> wz U O U Q r 0 ° O < W U 0 D. 0 — >. 0 o 0 SHEET NO. SP -2 OUT OF PHASE 1 PROJECT ANALYSIS TOTAL LAND AREA ( 1.208 AC ) BUILDING AREA PAVING AREA TOTAL DEVELOPED AREA ( 58 90 ) PARKING REQUIRED — CONVENIENCE STORE ONE SPACE PER 250 SF 3,720 SF : 250 15 CARS PARKING PROVIDED HANDICAP 2 CARS CUSTOMERS / EMPLOYEES 29 CARS AT PUMP ISLANDS 8 CARS ol EXIST CONC WALK - AMBULATORY RAMP CITY STND O I 0 N s I M i N 0 d w so C � I G I [V Q Lij Z0z Quo (D 20 1 r M CYIQT W wnnn crnlr+c 241.01' - S 48'0442" E N JSITE PLAN - DIMENSIONS o • D 39 CAR PARKING REQUIRED ONE SPACE PER 150 SF 6,660 SF : 250 PARKING PROVIDED HANDICAP CUSTOMERS / EMPLOYEES AT PUMP ISLANDS • - -• r 52,826.7 SF 6,660 SF 33,950 SF 40,610 SF 27 CARS 2 CARS 29 CARS 8 CARS 39 CARS VICTORIA RD. (70' R.O.W.) ASPHALT EXIST CONC WALK AMBULATORY RAMP CITY STND i i UTILITY DEMANDS PHASE ONE CONVENIENCE STORE WATER PROJECT ANALYSIS 0 GAL /DAY 52,826.7 SF TOTAL LAND AREA ( 1.208 AC ) 3,720 SF BUILDING AREA (3,720 SF +2,940 SF) 26,820 SF PAVING AREA (26,820 SF +7,130 SF) 30,540 SF TOTAL DEVELOPED AREA ( 76 % ) PARKING REQUIRED — CONVENIENCE STORE ONE SPACE PER 250 SF 3,720 SF : 250 15 CARS PARKING PROVIDED HANDICAP 2 CARS CUSTOMERS / EMPLOYEES 29 CARS AT PUMP ISLANDS 8 CARS ol EXIST CONC WALK - AMBULATORY RAMP CITY STND O I 0 N s I M i N 0 d w so C � I G I [V Q Lij Z0z Quo (D 20 1 r M CYIQT W wnnn crnlr+c 241.01' - S 48'0442" E N JSITE PLAN - DIMENSIONS o • D 39 CAR PARKING REQUIRED ONE SPACE PER 150 SF 6,660 SF : 250 PARKING PROVIDED HANDICAP CUSTOMERS / EMPLOYEES AT PUMP ISLANDS • - -• r 52,826.7 SF 6,660 SF 33,950 SF 40,610 SF 27 CARS 2 CARS 29 CARS 8 CARS 39 CARS VICTORIA RD. (70' R.O.W.) ASPHALT EXIST CONC WALK AMBULATORY RAMP CITY STND i i UTILITY DEMANDS PHASE ONE CONVENIENCE STORE WATER MINIMUM 0 GAL /DAY CB AVERAGE 500 GAL /DAY CB MAXIMUM 800 GAL /DAY SEWER MINIMUM 0 GAL /DAY z AVERAGE 500 GAL /DAY N Q X MAXIMUM 800 GAL /DAY GAS _z z 600,000 BTU ELECTRICAL 208/3PH/400 AMP UTILITY DEMANDS PHASE TWO DRY — CLEANING PLANT WATER MINIMUM 0 GAL /DAY CB AVERAGE 4,000 GAL /DAY CB MAXIMUM 6,000 GAL /DAY SEWER MINIMUM 0 GAL /DAY z AVERAGE 4,000 GAL /DAY N Q X MAXIMUM 6,000 GAL /DAY GAS _z z 1,200,000 BTU ELECTRICAL 208/3PH/400 AMP Nq 6 NO i MEN MEMO I [*] NZ I LEGAL DESCRIPTION REVISIONS DATE BY 11/5/03 CB 5/27/04 CB 10/13/04 CB 11/30/04 CB A \ \s OF EXPIRATION DATE 2/28/05 LOT 1A& 1 B, BLOCK 8 WESTFIELD ADDITION, PHASE III COLLEGE STATION, BRAZOS COUNTY, TEXAS ZONED COMMERCIAL — Cl OWNER DON NGUYEN 2108 B GATO ST, BRYAN, TX 77802 TEL 823 6165 ( 10' 10' II I z W II N 1 PHASE 2 i II DRY— CLEANING I I it 1 SS 4 " II I GAS METER 1.2 M BTU I 4" SS II ( I BACKFLOW PREVENT VALVE II I REDUCE PRESSURE W/ I II I L INTEGRAL CHECK WALVE I it ' I i COMPLIANCE DEC 6 2009 - COLLEGE STATION SITE PLAN-UTILITIES DEVELOPRAENT SUVICE6 r '= zo'-o 1l� 1000 G GREASE TRAP & SAMPLING WELL ( -- t— 6" SS CONNECTION EXIST 6" SS EXIST SS MH EXIST TEL PDSTL EXIST TV PDSTL 1000 G GREASE TRAP & SAMPLING WELL I I I ( I I L_ 8" WL SHEET NO. SP -1 IMII z 0 U') I— � t0 I. LLI `n 0 r- J O C) ry z • N Q X V I C) _z z Z Q O z W O CL i Q 0 O d / W LL.) In m z ry <C w M F_ o z = U m � . (_3 Q N EXIST TEL PDSTL EXIST TV PDSTL 1000 G GREASE TRAP & SAMPLING WELL I I I ( I I L_ 8" WL SHEET NO. SP -1 IMII V) X w I— z O Q w 0 w J O C) ry Lv z w C) Q r ° O I— (� w U Q 0 O d / p EXIST TEL PDSTL EXIST TV PDSTL 1000 G GREASE TRAP & SAMPLING WELL I I I ( I I L_ 8" WL SHEET NO. SP -1 IMII