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I>4P d Oki HOMEENTER$, INC. p { ( a p ( a LOT. 10, LOCK i m { D A ap A p o„ I> SPRING. CREEK COMMONS D .•a 92&7/128 p p EXIS77NG 23' CROSS ACCESS D a a ( ZONING: E'ASEMQYT 92 71128 8c n D p -1 GENERR L.-�MMERGIAL / 9 2 1 4 a' D' -- — 286- —.4 XN �( d0 S PRAIRIE OYERLA) E! j'2��° LAND USE: RETAIL I \ P I D a` -� - �� 16"EWAIER UNE I 3fi M SEWER — a EXISTING a EXIS77N / &"�AN-SEWER D I �' -287-- \ \ 2D' PU OF I / N 217X1PtIBUC EXIS77NG 1A=0104513 / g _ unu ,� J N W EASEMENT SEAS MENT P• 20PUBLIC �_5i 740 � � e, T 9287/128 { J. �'. / / 9287112 D° UNITY EASEMENT L_'P5 � 7 .../- y � �-F �s =r' 3�Y 28 .. p :— • `._ .:� -, .,� .�- :....� ��..a,�".v".�..��.=.r.^^s4c•�'�'r.y^t,`�'•ca;^r::�.h�J�"' „»z'.'''y;" .s - '=%.-�. `-� f �-Y� : v�:�'x�^.r. 2. Kr":v �'.' g /� - °�" s'' .•�-�3:y-..q' �. .t* t:..• .v_ 1F,,.`fk3E;FY R•'_.': .:S.t 0-E . �`� �• :z ' „a x .r. - -_. ,s°' kv J �•. ••>w^�`r "tib=•' [' (y N << -- ...p•• ?Niv S G.t .Yit x x o%is .F$. 'F .i."•- .•G 'i '�iy'j' f n .T _� .,. :rte x. <. ., _ ., .. , .. ._ . , � - -. �-, .n - a <a •. �'�� ^s ...� ti • a ,C' � q" '.moi � :•r 5 2 , �- �'ii�r_ .-r• - 3i mss: �,.• -� ' .-...!-.�••trr���+.St��✓.•.�..�., x., - ...� rdK� r�-.i�..-. ,.. .fiT <.,:�..�.rc.,- rr,�wi `. .._...,i ...w" -�.�_ .Su::n.`.,.•r.-fi1S ....:�c�.'''%Y.•kea_..:. �'�7>. r.H,,.. .,._.�r..-....�,xrmt.�bS�•, �X:'n3�f�`=,���LS���i'". !•'�'�frl ,I�irl.��f� .�`�-..��...u•:_�3a-7;.x 1.r:. L — L S 48L45'32' E 26.50' \ w z \�Loa Sg� I 5 t /cn PAD MOU4TED TRANSFORMER i I i • f 1 - c SPRING CREEK COMMONS I 0) LOT 5, BLOCK 1 9287/128 ' '29� LU ZONING: _T C -1 -`COM CD I N OV (G_RPEIGS PRAIRIE OVERLAY) j --Zt LAND USE:VACANT o ' 20'- PROPOSED 0'.PROPOSED PUBUP / 7.00' %TY I ~ J6" CURB AT END OF DRIVE AISLE .�.- --T �.. � �� AAs•-� _'�"s FA ASPHALT PAVING (RIGHT OF WAY VARIES) CO 0 20' 49 GRAPHIC SCATE 20' UNITY MAP TE HIGHWAY 6 I f�<1 / (NOT TO SCALE) 3 #4 DIA CONT. - URE SARIS CYCLE RACKS T - REQUIRED D e SAR 2 03 5 -BIKE 2 1 A 'E SCHEDULE O PIPE PAVEMENT 1 -3 8 9-GUAGE, SHED 4 - VENDOR INFORMATION_ THICKNESS. .1-877-367.4253 CURB SECTION DETAIL SEE PAVING FOR REFERENCE • � •, PURPOSES ONLY p D a N.T.S. PLAN : ,.. a 0-.30' A. NOTES ' ,D A-' D Q 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE .36.09- NOTES 36 0 - SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM : 1S77NG ,2Q' Pt3 C A ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150` OF U77U7Y EASEME r THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 9287112& 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE a' D ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, p SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE ROCK. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW a D. D DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 2x 6" 3C s' X .Z§'• S4LIARE FLANGEMOUNTING G PLATE.... a WIl14::t8"=RAGtlt+tilt�IG fiC4E8 p P p 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. A D D 5. SIGNS ARE TO BE PERMITTED SEPARATELY. BICYCLE RACK `-DETAIL a . Q 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF N.T.S. p P SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE, THE LIGHT p P SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO CARG COLLEGE -STATION, INC: FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES FLOODPLAIN LOT 1;• BLOCK i • WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LEGAL DESCRIPTION XLAM ADDITION 42.0i/i 81 A LIGHT DOES NOT CROSS ANY PROPERTY LINE. SUBJECT SITE APPEARS TO LIE p• A , ZONING- B.G.T. 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO WITHIN ZONE "x' ACCORDING ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND BEING 1.06 ACRES SITUATED ZONING: TO FIRM MAP NO.48041CO205 D IN THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54. BRAZOS COUNTY, TEXAS, ' VEHICULAR LOADINGS. C-1 (GENEi�AL COMMER AL). p EFFECTIVE DATE AND BEING A PART OF LOT 4, BLOCK 1 OF -SPRING CREEK COMMONS, PHASE 4 .OU (GREENS PRAIRIE OVERLAY) 8• CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR FEBRUARY 9, 2000 AND 5, OF RECORD IN VOLUME 9287; PAGE 128, OF THE OFFICIAL RECORDS OF LAND USE: i2ESTAU ANT A D RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. BRAZOS COUNTY, TEXAS. SAID 1.06 ACRE TRACT BEING MORE PARTICULARLY a D DESCRIBED BY METES AND SOUNDSAS FOLLOWS: 9. ALL SANITARY SEWER -LINES TO BE SDR 26 PVC,.PERASTM D3034. 8" FIRE PROTECTION LINES TO BE A MINIMUM OF 0.40%. BEGINNING ATA 1/2' IRON ROB WITH CAP SET FOR THE MOST SOUTHERLY HYDRANTS MUST BE OPERABLE AND ACCEPTED CORNER, SAID CORNER BEINGLOCATED IN THE NORTHEAST RIGHT-OF-WAY LINE 10. WATER LINES 4"-12" SMALL BE PVC WATER PIPE AW WA C900 DR -'14 BY THE CITY, AND DRIVES MUST`HAVE AN AI:L WEATHER -OF STATE HIGHWAY 6 AND BING THE SOUTH CORNER OF SAID LOT'4, BLOCK -1,- A a CLASS 305. WATER LINES WAND SMALLER SHALL BE TYPE K COPPER SURFACE BEFORE A BUILDING PERMIT CAN BE ISSUED. SAME BEING THE MOST WESTERLY CORNER OF LAT 1, BLOCK 1 OF THE ALAM P D TUBING. THE BUILDING TYPE IS "VB" AND.IT WILL. HAVE A ADDITION OF RECORD IN VOL j ME 4261, PAGE 181; SPRINKLER SYSTEM. THENCE N 49°18'22" W, ALONG�THE NORTHEAST RIGHT-OF-WAY LINE OF SAID MISTING . ' . . PLEASE SEE THE FIRE FLOW ANALYSIS DATED STATE HIGHWAY 6 AND THE SOUTHWEST LINE OF SAID LOT 4, BLOCK 1 A RANSFORMER DECEMBER 07, 2010 FOR ADDITIONAL INFORMATION. DISTANCE OF 198.00 FEET TO A CALCULATED POINT FOR THE MOST WESTERLY CORNER, A 1/2" IRON ROD WIT CAP SET FOR THE MOST WESTERLY CORNER OF SAID LOT 4, BLOCK 1 BEARS N °18'22" W A DISTANCE OF 26.50 FEET; THENCE N 41-1429' E, A DIST CE OF 199.17 FEET TO A CALCULATED POINT FOR P T.I.A. AN INTERIOR CORNER, THENCE N 48-45-32- W. A DISTANCE OF 26.50 FEET TO A CALCULATED POINT FOR TRAFFIC IMPACT ANALYSIS AN EXTERIOR CORNER, SAID CORNER BEING LOCATED IN THE NORTHWEST LINE Da calve No�aPoaNcs 1 ,wnYmr� F, EL avoaa n� NOT REQUIRED FOR THIS SITE OF SAID LOT 4; I' D THENCE N 41 °14'29" E, ALONG THE NORTHWEST UNE OF SAID LOT 4. A DISTANCE n ,)o 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE OF 25.50 FEET TO A CHISELED ('X" IN CONCRETE FOR THE MOST NORTHERLY rn ] LETTERS STATING "FIRE LANE NO PARKING LINE TYPE LEGEND CORNER, SAID CORNER BEIM THE NORTH CORNER OF SAID LOT 4. SAID CORNER N l P TOW -AWAY ZONE" BEING LOCATED INA SOUTHWEST LINE OF LOT 10, BLOCK 1; Q a 'JNDWYd ON 3AtV'F31ild 3N0� VMV•MO1 ONDRMd ON 3NVl3ilid z o a�� w I? CD FIRE LANE MARKINGS O m D . D 1 31W 2" B SERIES a 118" 2" to rl- I" - DFSIGATATEU 2" C SERIES 18. '1112- EXISTING ISTING Ab PARKING 2- C SERIES ...., a..~ FIRE• HYDRANT 11/2" - --{ ONLY 2" C SERIES 21/2" EXI�-N,G a • p SIGN ARE D LIG � POLE A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS I\+3' N.T.S. :.1[. ED ... �� BOUNDARY LINE -- - - - - - - EASEMENT LINE r SETBACK LINE r- �� r.-• ....- ` �,^, .ter EXISTING WATER LINE & SIZE 6•• s EXISTING SANITARY SEWER LINE & SIZE 36" SD EXISTING STORM SEWER & SIZE Gas — cns EXISTING GAS LINE HIG-H-1 t9 - EXCAYA/ 3 A 4w Ft?OM EIV7 00 0 ' �` E521224-2' EXISTING FIRELANE — —634•— — .x ,y e 3 M2 UL '>-Z EXISTING CURB W.Um ON g S1. E PLAN PROPOSED FIRELANE Oz!*y x0-• S��A� ASPHALT PAVING (RIGHT OF WAY VARIES) CO 0 20' 49 GRAPHIC SCATE 20' UNITY MAP TE HIGHWAY 6 I f�<1 / (NOT TO SCALE) 3 #4 DIA CONT. - URE SARIS CYCLE RACKS T - REQUIRED D e SAR 2 03 5 -BIKE 2 1 A 'E SCHEDULE O PIPE PAVEMENT 1 -3 8 9-GUAGE, SHED 4 - VENDOR INFORMATION_ THICKNESS. .1-877-367.4253 CURB SECTION DETAIL SEE PAVING FOR REFERENCE • � •, PURPOSES ONLY p D a N.T.S. PLAN : ,.. a 0-.30' A. NOTES ' ,D A-' D Q 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE .36.09- NOTES 36 0 - SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM : 1S77NG ,2Q' Pt3 C A ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150` OF U77U7Y EASEME r THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 9287112& 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE a' D ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, p SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE ROCK. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW a D. D DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 2x 6" 3C s' X .Z§'• S4LIARE FLANGEMOUNTING G PLATE.... a WIl14::t8"=RAGtlt+tilt�IG fiC4E8 p P p 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. A D D 5. SIGNS ARE TO BE PERMITTED SEPARATELY. BICYCLE RACK `-DETAIL a . Q 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF N.T.S. p P SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE, THE LIGHT p P SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO CARG COLLEGE -STATION, INC: FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES FLOODPLAIN LOT 1;• BLOCK i • WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LEGAL DESCRIPTION XLAM ADDITION 42.0i/i 81 A LIGHT DOES NOT CROSS ANY PROPERTY LINE. SUBJECT SITE APPEARS TO LIE p• A , ZONING- B.G.T. 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO WITHIN ZONE "x' ACCORDING ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND BEING 1.06 ACRES SITUATED ZONING: TO FIRM MAP NO.48041CO205 D IN THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54. BRAZOS COUNTY, TEXAS, ' VEHICULAR LOADINGS. C-1 (GENEi�AL COMMER AL). p EFFECTIVE DATE AND BEING A PART OF LOT 4, BLOCK 1 OF -SPRING CREEK COMMONS, PHASE 4 .OU (GREENS PRAIRIE OVERLAY) 8• CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR FEBRUARY 9, 2000 AND 5, OF RECORD IN VOLUME 9287; PAGE 128, OF THE OFFICIAL RECORDS OF LAND USE: i2ESTAU ANT A D RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. BRAZOS COUNTY, TEXAS. SAID 1.06 ACRE TRACT BEING MORE PARTICULARLY a D DESCRIBED BY METES AND SOUNDSAS FOLLOWS: 9. ALL SANITARY SEWER -LINES TO BE SDR 26 PVC,.PERASTM D3034. 8" FIRE PROTECTION LINES TO BE A MINIMUM OF 0.40%. BEGINNING ATA 1/2' IRON ROB WITH CAP SET FOR THE MOST SOUTHERLY HYDRANTS MUST BE OPERABLE AND ACCEPTED CORNER, SAID CORNER BEINGLOCATED IN THE NORTHEAST RIGHT-OF-WAY LINE 10. WATER LINES 4"-12" SMALL BE PVC WATER PIPE AW WA C900 DR -'14 BY THE CITY, AND DRIVES MUST`HAVE AN AI:L WEATHER -OF STATE HIGHWAY 6 AND BING THE SOUTH CORNER OF SAID LOT'4, BLOCK -1,- A a CLASS 305. WATER LINES WAND SMALLER SHALL BE TYPE K COPPER SURFACE BEFORE A BUILDING PERMIT CAN BE ISSUED. SAME BEING THE MOST WESTERLY CORNER OF LAT 1, BLOCK 1 OF THE ALAM P D TUBING. THE BUILDING TYPE IS "VB" AND.IT WILL. HAVE A ADDITION OF RECORD IN VOL j ME 4261, PAGE 181; SPRINKLER SYSTEM. THENCE N 49°18'22" W, ALONG�THE NORTHEAST RIGHT-OF-WAY LINE OF SAID MISTING . ' . . PLEASE SEE THE FIRE FLOW ANALYSIS DATED STATE HIGHWAY 6 AND THE SOUTHWEST LINE OF SAID LOT 4, BLOCK 1 A RANSFORMER DECEMBER 07, 2010 FOR ADDITIONAL INFORMATION. DISTANCE OF 198.00 FEET TO A CALCULATED POINT FOR THE MOST WESTERLY CORNER, A 1/2" IRON ROD WIT CAP SET FOR THE MOST WESTERLY CORNER OF SAID LOT 4, BLOCK 1 BEARS N °18'22" W A DISTANCE OF 26.50 FEET; THENCE N 41-1429' E, A DIST CE OF 199.17 FEET TO A CALCULATED POINT FOR P T.I.A. AN INTERIOR CORNER, THENCE N 48-45-32- W. A DISTANCE OF 26.50 FEET TO A CALCULATED POINT FOR TRAFFIC IMPACT ANALYSIS AN EXTERIOR CORNER, SAID CORNER BEING LOCATED IN THE NORTHWEST LINE Da calve No�aPoaNcs 1 ,wnYmr� F, EL avoaa n� NOT REQUIRED FOR THIS SITE OF SAID LOT 4; I' D THENCE N 41 °14'29" E, ALONG THE NORTHWEST UNE OF SAID LOT 4. A DISTANCE n ,)o 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE OF 25.50 FEET TO A CHISELED ('X" IN CONCRETE FOR THE MOST NORTHERLY rn ] LETTERS STATING "FIRE LANE NO PARKING LINE TYPE LEGEND CORNER, SAID CORNER BEIM THE NORTH CORNER OF SAID LOT 4. SAID CORNER N l P TOW -AWAY ZONE" BEING LOCATED INA SOUTHWEST LINE OF LOT 10, BLOCK 1; Q a 'JNDWYd ON 3AtV'F31ild 3N0� VMV•MO1 ONDRMd ON 3NVl3ilid z o a�� w I? CD FIRE LANE MARKINGS O m D . D 1 31W 2" B SERIES a 118" 2" to rl- I" - DFSIGATATEU 2" C SERIES 18. '1112- EXISTING ISTING Ab PARKING 2- C SERIES ...., a..~ FIRE• HYDRANT 11/2" - --{ ONLY 2" C SERIES 21/2" EXI�-N,G a • p SIGN ARE D LIG � POLE A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS I\+3' N.T.S. :.1[. ED ... �� BOUNDARY LINE -- - - - - - - EASEMENT LINE --- -- SETBACK LINE 6•` w EXISTING WATER LINE & SIZE 6•• s EXISTING SANITARY SEWER LINE & SIZE 36" SD EXISTING STORM SEWER & SIZE Gas — cns EXISTING GAS LINE coAm EXISTING COMMUNICATION LINE GHE EXISTING OVERHEAD ELECTRIC LINE :;;ti,:•. _.4:�:.• ..w:• •. ._ ::'• EXISTING CONCRETE PAVEMENT ' �` E521224-2' EXISTING FIRELANE — —634•— — EXISTING CONTOURS UL '>-Z EXISTING CURB W.Um ON EXISTING RETAINING WALL S1. E PLAN PROPOSED FIRELANE DECORATIVE STAMPED CONCRETE PROPOSED CURB PROPOSED BLOCK RETAINING WALL THENCE ALONG A CURVE IN T E NORTHEAST LINE OF SAID LOT 4 AND A SOUTHWEST LINE OF SAID LO 10, INA CLOCKWISE DIRECTION HAVING AN ARC LENGTH OF 15.74 FEET, A RAD US OF 512.50 FEET, A CHORD BEARING OF S 6WI 148' E, A CHORD LENGTH F 15.74 FEET, AND A DELTA ANGLE OF 01'45'36"'. TO A CHISELED "X" IN CONCRETE OR THE END OF SAID CURVE; THENCE S 49'25`01" E, ALONG THE NORTHEAST UNE OF SAID LOT 4. BLOCK 1 AND THE SOUTHWEST LINE OF SAI LOT 10, BLOCK 1 A DISTANCE OF 216.45 FEET TO A 112" IRON ROD WITH CAP SET OR THE MOST EASTERLY CORNER, SAID CORNER BEING THE EAST CORNER OF ID LOT 4. BLOCK 1, SAME BEING ASOUTHERLY CORNER OF SAID LOT 10, BLO K 1 AND BEING LOCATED IN THE NORTHWEST UNE OF SAID LOT 1, BLOCK 1 OF "'ALAM ADDITION; ' THENCE•S 43°11'27" W, ALONG HE SOUTHEAST UNE OF SAID LOT 4, BLOCK 1 AND THE NORTHWEST LINE OF SAI LOT 1, BLOCK 1 OF THE ALAM ADDITION A DISTANCE OF 225.82 FEET TO HE PLACE OF BEGINNING AND CONTAINING AN AREA OF 1.06 ACRES OF LAND MORE OR LESS. SITE ;DATA TABLE CURRENT ZONING =C-1 "GENERAL COMMERCIAL" OV "GREENS PRAIRIE OVERLAY DISTRICT" PROPOSED USE =RESTAURANT W/ DRIVE THRU LOT AREA 46,180 SF .(1.06 AC) BUILDING SLAB =3.325 SF (0.076 AC) LOT COVERAGE = 0.072 BUILDING HEIGHT = 22'-0" FRONT YARD SETBACK = 40'-0" SIDE YARD SETBACK = 7'-5" SAL: ...+OF r 11j$A• HILLARY VONAHSEN fez. 103601 �r . 12700 Park Ceniml Drk% Shiite 1600 Odom -Texas 75251 TeL No. (872) 7/0-1300• Fax No. (9721239-3820 Certificate a1 R"IsMatim 092a 300 CONCORD PLAZA DRIVE SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, IP SAN ANTONIO, TEXAS AND' MAY NOT BE USED OR REPRODUCED IN WHOkE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT , OF WWITABURGER RESTAURANT$ LP.': - SHEET TITLE: S l _REAR, YARD SETBACK �i PARKING" REQUIRED - ' - = 34 -SPACE /100=,CCA � UNIT NO.: 13-4 / BENCHMARKS ENGINEER / SURVEYOR: PARKING PROVIDED = 34 (INCLUDES 2 HC SPACES) DATE: 12/x07%22( / f IG' LANDSCAPING =11,230 SF i OR I STATION - H ONSITE -PAVING = 27,812 (0.64 AC) SCALE: 1"=2V -© [(; (PARKING &DRIVES) SUITE 1800 BLDG. PERIMETER WALK =1387 SF DRAWN BY: H 12700 PARK CENTRAL DRIVE, , DALLAS, TEXAS 75251 ISLAND PAVING =121 SF TEL. NO.: (972) 770-1300 CURB =1449 I.F APPROVED Y: FAX NO.: (972) 239-3820 DRIVE-THRU STACKING PROVIDED = 7 H TABURGER CERTIFICATE OF REGISTRATION # 92$ .,i.. Fax No.: (210) 395-6625 Contact: Mary Castilie CONTACT: HILLARY KEIL VONAHSEN, P.E. DRIVEWAYS = 4 ARCHITECT: NIL uj UL '>-Z ��,ArCEslteCtuTe 1 De�/elopment * DIMENSIONS SHOWN ARE TAKEN FROM MASONRY LEDGE • S1. E PLAN C� o y Q c� I— F- � Z z o °` WtRR to LU m 'r J a 0 SAL: ...+OF r 11j$A• HILLARY VONAHSEN fez. 103601 �r . 12700 Park Ceniml Drk% Shiite 1600 Odom -Texas 75251 TeL No. (872) 7/0-1300• Fax No. (9721239-3820 Certificate a1 R"IsMatim 092a 300 CONCORD PLAZA DRIVE SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, IP SAN ANTONIO, TEXAS AND' MAY NOT BE USED OR REPRODUCED IN WHOkE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT , OF WWITABURGER RESTAURANT$ LP.': - SHEET TITLE: S l _REAR, YARD SETBACK �i PARKING" REQUIRED - ' - = 34 -SPACE /100=,CCA � UNIT NO.: 13-4 / BENCHMARKS ENGINEER / SURVEYOR: PARKING PROVIDED = 34 (INCLUDES 2 HC SPACES) DATE: 12/x07%22( / f IG' LANDSCAPING =11,230 SF i OR I STATION - H ONSITE -PAVING = 27,812 (0.64 AC) SCALE: 1"=2V -© [(; (PARKING &DRIVES) SUITE 1800 BLDG. PERIMETER WALK =1387 SF DRAWN BY: H 12700 PARK CENTRAL DRIVE, , DALLAS, TEXAS 75251 ISLAND PAVING =121 SF TEL. NO.: (972) 770-1300 CURB =1449 I.F APPROVED Y: r'=' `��W = N 01 N E E R FAX NO.: (972) 239-3820 DRIVE-THRU STACKING PROVIDED = 7 H TABURGER CERTIFICATE OF REGISTRATION # 92$ BUILDING FOOTPRINT. Fax No.: (210) 395-6625 Contact: Mary Castilie CONTACT: HILLARY KEIL VONAHSEN, P.E. DRIVEWAYS = 4 ARCHITECT: NO E APPLICANT: NOTE ��,ArCEslteCtuTe 1 De�/elopment * DIMENSIONS SHOWN ARE TAKEN FROM MASONRY LEDGE Wltataburger Restaurants, LP 300 Concord Plaza Drive S1. E PLAN r'=' `��W = N 01 N E E R REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF San Antonio, Texas 78216 Tei. No,: (210) 416 - 6615 H TABURGER WATER & SANITARY BUILDING FOOTPRINT. Fax No.: (210) 395-6625 Contact: Mary Castilie SPRING REEK COMMONS S EVI/E R DEMANDS ARCHITECT: ..,_ NOTE ��,ArCEslteCtuTe 1 De�/elopment LOT 4 BLOCK 1 1 08 ACRES 14110 Dallas ID-kwa Suite 300 1 1 " Dallas, Texas 75254 PHASE 4 & 5 VOLUME 9187, PAGE 1.28 Tei. No.:- (972)239-8884 Fax No.: (972) 239-5054 Usa ROBERT STE ENSON LEAGUE, A-54 DEVELOPER: GE STATION, DuWest Realty COLL 1845 Woodall Rodgers Freeway I'l► r-% A f7t-% ^ I!,� ~%1 I A I'r%/ Tf - V A t wallas, texas romu3 C3rV AJC jL0 V I M 13 , I C,/�.f-1� , �� ` ..�� .a Tei. No.: (214) 720-fl004 Contact: Corey Duhon s1 _ 5 v. SUBMITTED SEPTEMBER 01, 2U19 ti�� — — — — — — — — — — — — — — — — — — — — — — IF LOWES HOME CENTERS, INC. LOT 10, BLOCK 1 SPRING CREEK COMMONS 9287/128 ZONING: ; „ _ _ I C-1 (GENERAL_COMMERCIAL) - -=`� ' OV 1;GREENS PRAIRIE OVERLAY) LAND USE: RETAIL S". 4 45 82 E _ ,26.50' PROPOSED \ DRAINAGE \ - EASEMENT \ i I PROPOSED I P.U.E. -- -1-- 'rte i I SPRING CREEK COMMONS I 0) LOT 5, BLOCK 1 r7 9287/128 W ZONING:. C-1 (GENERAL- -COMMERCIAL) I 0) OV (GREEIGS PRAIRIE OVERLAY) i `t - LAND USE: VACANT r I f I ._Z II II EXISTING 23' CROSS ACCESS EASEMENT 9287/128 / J .� 9122/164 a:rYl< 771,11Ti f 0 -•e �y 0 20' 40' GRAPHIC SCALE 20' TD 3 CARG COLLEGE STATION, INC. LOT 1, BLOCK 1 ALAM ADDITION 4261/181 O.P.R.B.C.T. ZONING: C-1 (GENERAL COMMERCIAL) OV (GREENS PRAIRIE OVERLAY) LAND USE: RESTAURANT CITY OF COLLEGE STATION LANDSCAPE POINT CALCULATIONS TOTAL AREA OF SITE: 46,180 SF(1.06 ACRES) STREETSCAPE REQUIRMENTS: REQ. 300 POINTS REQUIRED PER 50 LF OF STREET FRONTAGE (198 LF 150 X 300): 1,188 POINTS 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGE (198 / 25 LF): g TREES REQUIRED POINTS PER PROJECT AREA: 1 45,496 SF 11,000 X 60 `i TOTAL POINTS REQUIRED: 3,918 POINTS W U_ -391 POINTS TOTAL POINTS REQUIRED FOR PROJECT: 3,527 POINTS TOTAL POINTS PROVIDED FOR PROJECT: 3,530 POINTS CIS77NG 20' PUBLIC - NOT BE USED OR REPRODUCED IN M ~ Q UTILITY EASEMENT V_ 9287/128 z J - — Q z LP. TD Taxodium distichum Bald Cypress 3" cal. min., 10-12' ht. x 3-5' sprd., 06 TD 3 CARG COLLEGE STATION, INC. LOT 1, BLOCK 1 ALAM ADDITION 4261/181 O.P.R.B.C.T. ZONING: C-1 (GENERAL COMMERCIAL) OV (GREENS PRAIRIE OVERLAY) LAND USE: RESTAURANT CITY OF COLLEGE STATION LANDSCAPE POINT CALCULATIONS TOTAL AREA OF SITE: 46,180 SF(1.06 ACRES) STREETSCAPE REQUIRMENTS: REQ. 300 POINTS REQUIRED PER 50 LF OF STREET FRONTAGE (198 LF 150 X 300): 1,188 POINTS 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGE (198 / 25 LF): g TREES REQUIRED POINTS PER PROJECT AREA: 1 45,496 SF 11,000 X 60 2,730 POINTS TOTAL POINTS REQUIRED: 3,918 POINTS 10% DEDUCTION FOR TEXAS RLA PREPARING PLANS: -391 POINTS TOTAL POINTS REQUIRED FOR PROJECT: 3,527 POINTS TOTAL POINTS PROVIDED FOR PROJECT: 3,530 POINTS /PROPOSED 1 III ' � 14 I l FLAG POLE/ SIGN SB - CONTRACTOR TO LOCATE EXISTING FRANCHISE SB UTILITIES PRIOR TO DIGGING TREE PITS;_ - - ;�,' �� TREE LOCATIONS SHOWN MAY NEED TO BE ADJUSTED - `i I €Iry !f 1(0 IN THE FIELD. TREES MUST STAY OUT OF THE \ r °j TA SEMINOLE PIPELINE EASEMENT, HOWEVER, THEY MAY 5i 0 292: LI ,- - - BE LOCATED IN THE PUBLIC UTILITY EASEMENT_ - - �'-� 9,- 4 —1— — -I-� —j-- — — t � I f .S .-•- .--' i^-.".. ..._...... ._..—� inS—:._"_".. °;r`i —'^.iii�S r`iS . - ._.__ .. �' . LJv. '-------'- ------ -------•-'.-• .--:. -�-- .. -- ..-.." .-.. xs — .. .. .. ... _ T�l � R TREES, 4 NON CANOPY l ^ - - ._-- - --- -- - - - - - - '.-.--- -•r � :. - ._ '.� : .= - - - - >- - - � �,,.-, � _ - ==carr; � . - ---• TREES SUBSTITIUTED FOR 2 • 3 GG i� co.,'A _ cOM iCANOPY TREES I _ _._.- -- ^* ,� _ i;Otiii— it Gr.,tri u! r C t W 198.00 �T,,, -- -- —_ /`. \. `` 1 :.,Al .r � _lis #'moi i• j/4...5� 1�1)f ( BT RI _. - PC- ___ -�--- - -='— ---- ----- —TT-- �� _ __-------- - 26 -- 6 ---------------===_ --- - I -,- - 66 - J -- ---- _ - - - - - - EXISTING 15' PUBLIC U77LITY ^� , .., Y% s ftp <; t ; ;rn� EXIS77NG 20.' B7f c U I ,., Ac? s .. _ - - EASEMENT 9196/104 EASEMENT 9287/128 AND EXIS77NG 20' PUBLIC �✓J �' " zr%` >` f.,�'" - 15' WELLBORN S.U.D. U71UTY EASEMENT j'I? r �. Ij? + s EASEMENT (9281/215 758/594 J / �)' �4r vif✓e �,Y� .\. 'EXISTING 15 PUBLIC > > I :u:: s'; ' ,� RCP U77LI TY_.EASEMENT ,�'` (J RCP EXISTING 25''U77LITY EASEMENT 945 391 296 VA/ NOTE: DUE TO DIFFERENCE BETWEEN FINISHED GRADE OF THE PARKING LOT AND THE EXISTING ELEVATION -- AT RIGHT OF WAY, NO BERM HAS BEEN PROVIDED. O CI -- -- • J --__ ---- ---- --._ .� — _,,,_ _...._ __._ —... ..._.- Plr'_WT M' %AIAV IC AAIAI R� AOnX= AIIOLJCn STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) H 9 O fSHRUBS 5 20 40 'ILL, 66 20 PERRENIALS/GRASSES 80 \.\.\.\. 755 150 450 40 360 10 PLANTING SCHEDULE 10 SYMBOL COUNT POINT VALUE POINT TREES 10 660 1 9 150 1350 l ^ - - ._-- - --- -- - - - - - - '.-.--- -•r � :. - ._ '.� : .= - - - - >- - - � �,,.-, � _ - ==carr; � . - ---• TREES SUBSTITIUTED FOR 2 • 3 GG i� co.,'A _ cOM iCANOPY TREES I _ _._.- -- ^* ,� _ i;Otiii— it Gr.,tri u! r C t W 198.00 �T,,, -- -- —_ /`. \. `` 1 :.,Al .r � _lis #'moi i• j/4...5� 1�1)f ( BT RI _. - PC- ___ -�--- - -='— ---- ----- —TT-- �� _ __-------- - 26 -- 6 ---------------===_ --- - I -,- - 66 - J -- ---- _ - - - - - - EXISTING 15' PUBLIC U77LITY ^� , .., Y% s ftp <; t ; ;rn� EXIS77NG 20.' B7f c U I ,., Ac? s .. _ - - EASEMENT 9196/104 EASEMENT 9287/128 AND EXIS77NG 20' PUBLIC �✓J �' " zr%` >` f.,�'" - 15' WELLBORN S.U.D. U71UTY EASEMENT j'I? r �. Ij? + s EASEMENT (9281/215 758/594 J / �)' �4r vif✓e �,Y� .\. 'EXISTING 15 PUBLIC > > I :u:: s'; ' ,� RCP U77LI TY_.EASEMENT ,�'` (J RCP EXISTING 25''U77LITY EASEMENT 945 391 296 VA/ NOTE: DUE TO DIFFERENCE BETWEEN FINISHED GRADE OF THE PARKING LOT AND THE EXISTING ELEVATION -- AT RIGHT OF WAY, NO BERM HAS BEEN PROVIDED. O CI -- -- • J --__ ---- ---- --._ .� — _,,,_ _...._ __._ —... ..._.- Plr'_WT M' %AIAV IC AAIAI R� AOnX= AIIOLJCn STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) H 9 O fSHRUBS 5 20 40 'ILL, 66 20 PERRENIALS/GRASSES 80 \.\.\.\. 755 150 450 40 360 10 50 10 50 10 220 10 370 10 660 1 20 TAG I BOTANICAL NAME COMMON NAME IISPECIFICATIONS IGmley-Horn and Assoaates, Inc. 12700 Po an61r Va. "Suite -if - Dallas, Texas 75251 Tel. No.(972) 770-1300 Fox No. (972) 239-3820 Certificate of Registration: #928 " Metal Edge, color to be black or ME Metal Edge j reen, Metal Edge to be provide wherever a plant bed meets sod. NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALLED OUT ABOVE. POT SIZE CALLED OUT IS A MINIMUM REQUIREMENT. SHEET NO: 01 vC� L-1.0 935 SY 300 CONCORD PLAZA DRI E SOD Cynodon spp. Bermuda Sod SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 PC Pistacia chinensis Chinese Pistache 3" cal. min., 10-12' ht. x 3-5' sprd., Straight Trunk, Full Branching WHATAe RING GERSRESTAU°RANTS, SAN ANTONIO, TEXAS AND MAY LP NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS, LP. TD Taxodium distichum Bald Cypress 3" cal. min., 10-12' ht. x 3-5' sprd., Straight Trunk, Full Branching SHEET TITLE: LI Lagerstoemia indica Crape Myrtle Multi -trunk Specimen, 3 Stems min., 2" cal. min. I LANDSCAPE LF Leucophyllum frutescens Green Cloud Texas 4" ht. x 24" w. min., 5 gal. min., Full 'Green Cloud' Sage nd Matching, 42" O.C. PLAN NO Nerium oleander'Hardy Red' Hardy Red Oleander 0" ht. x 36" w. min., 7 gal. min., Full �nd Matching, 48" O.C. SB Spirea x bumalda 'Anthony Waterer' Anthoney Waterer 18" ht. x 18" w. min., 5 gal. min., Full Spirea and Matching RI Ralphiolepis indica- Indian Hawthorne 18 ht. x 24 w. min., 5 gal. min, Full - land Matching, 36„ O.C. -- — UNIT NO.: 13-027 BT Berberis trifoliolata Agarito 4° -ht. x 24” w. min., 5 gal., Full and Matching, 36" O.C. DATE: 09/28/2010 SCALE: 1 "=20' IVN Ilex vomitoria'Nana' Dwarf Yaupon Holly 12" ht. x 18" w. min., 3 gal. min., Full and Branching, 24" O.C. DRAWN BY: DMY APPROVED BY: LO ST Stipa tenuissima Mexican Feather Grass gal. pots min., 18" O.C., Tri. Spacing i TA Trachelsopermum asiaticum Asian Jasmin j1 gal. pots min., 18" O.C., Tri. Spacing " Metal Edge, color to be black or ME Metal Edge j reen, Metal Edge to be provide wherever a plant bed meets sod. NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALLED OUT ABOVE. POT SIZE CALLED OUT IS A MINIMUM REQUIREMENT. SHEET NO: 01 vC� L-1.0 935 SY SOD Cynodon spp. Bermuda Sod Might, sand rolled joints, finished sod be free to of weeds. " Metal Edge, color to be black or ME Metal Edge j reen, Metal Edge to be provide wherever a plant bed meets sod. NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALLED OUT ABOVE. POT SIZE CALLED OUT IS A MINIMUM REQUIREMENT. SHEET NO: 01 vC� L-1.0 N I OWES, HOME ,ENTER 3t INC. �: I j I I fl I I A LOT. 10, `gBLOCK ,1 I b t, i> , iy SPRING, CREEK COMMONS Ip� ;II f EXISTING 2J' CROSS ACCESS AC C€SS h 92&7/128 ZONING:; EASEM�T 9287/128 (ENERAI �MLRCA`SD -- 9i2�1b4r.7RIE VRI1OLERL) • LAND USE:RET 3 i EXISTWG'.. _ I Y __ :EXISTING /6" WATER LINE I 3TbRM SEWER — A /t,EXISTING - // �_-� EXISTING I / , 6" SAM-SEWE77 -` �1 I w - I - ). ! > I / ' � EXISTING I'. I 6451 z z \ I 20' PU�LI� r r i,, 20' PUBLIC ) EXISTING `� ?� A=Q1 F_ g UriurY i I r� UTILITY— t' t� cn w ,1- \` ' ` EASEMENT b j 20' PUBLIC ,I� R-512.50 I - r_ v t EASEMENT /• 1.: X t 9287128 UT1 1TY EASEMENT . w� x l I /1 I /' �;. 9287 12 f/ I� � 92871128 I L='�5.74. \ _ - - ¢�' __ ; �; ; ..._ � �.._ _..._.. - I _ STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) ✓ICINITY MAP — — 6.' NOTE: GRADE AT PROVIDE EXP. JT. IN CURB Z LANDSCAPE AREA AT SLAB JT. LOCATION !' 0 0 #3 AT 18" O.C. EACHWAY -,� PROJECT LOCATION Ld Cw I STATE HIGHWAY 6 ;J > C) Q 0 20' 40' to .; GRAPHIC SCALE 20' �� wv .. v \ #3 AT 18 O.C. /f j\ (NOT TO SCALE) 3 #4 DIA CONT. Cf. T = REQUIRED SARIS CYCLE RACKS Q -BIKE 2-3/8" 9-GUAGE, SCHEDULE 40 PIPE PAVEMENT $R 2105 VENDOR INFORMATION _ X THICKNESS. 3 FOR REFERENCE v LL CURBSECTION DETAIL SEE rPAVING PURPOSES ONLY I'— / N.T.S. - 38, - LL__ . E LL! i 8.30' - . _ _, �,�- � -� _ N p- C) Q C _ x M> NOTES_ 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE 3.OtS Z SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM +ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF W ! 1 L Q EXISTING 20' PLL: C b THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. iUTLLITY EASEME T 9287 12 e ' — 0 ' A 1 &i 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE p_ W ' t I b ROCK, ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, - slC0J f I SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, , • E RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING o CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE ROCK. 56,r / , CD R48. , �' 00 V3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE y VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW .: y DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 'X V X 6': k .2S" SQUARE •`'" + KA ; i,"OUIwr Wf PLATE ��;$"Mt�•Utt�°I1rlaI-OL • p 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON SEAL: ( INSTALLATION AS PER CITY ORDINANCE 2394. !x PRELIMINARY I b p � 5. SIGNS ARE TO BE PERMITTED SEPARATELY. BICYCLE RACK DETAIL �' FOR REVIEW ONLY 6 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF N.T.S. NOT FOR CONSTRUCTION PURPOSES SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT=� 1• (} D SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO l N' CARG COLLEGE -STATION, INC:' I FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES FLOODPLAIN N LOT V • BLOCK 1 WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LEGAL DESCRIPTION Engineer Hillary VonAhsen, P.E. X,LAM ADDITION 42(x1 /181 LIGHT DOES NOT CROSS ANY PROPERTY LINE. `� SUBJECT SITE APPEARS TO LIE P.E. No. loasol pelt' 10/22/10 (( q • O.P. ZONING: WITHIN ZONE "X" ACCORDING ZONING: t� 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO ALL THAT CERTAIN LOT, TRACTOR PARCEL OF LAND BEING 1.06 ACRES SITUATED N i C-1 (GENERAL COMMERCIAL) yy VEHICULAR LOADINGS. TO FIRM MAP NO.48041CO205 D IN THE ROBERT STEVENSON EAGUE, ABSTRACT NO. 54, BRAZOS COUNTY, TEXAS, C" OV (GREENS PRAIRIE OVERLAY EFFECTIVE DATE AND BEING A PART OF OT 4, 'BLOCK 1 OF SPRING CREEK COMMONS, PHASE 4 8. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR FEBRUARY 9, 2000 AND 5, OF RECORD IN VOLU E 9287, PAGE 128, OF THE OFFICIAL RECORDS OF (� LAND USE: RESTAURANT RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. BRAZOS COUNTY, TEXAS, SA D 1.06 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND B UNDS AS FOLLOWS: 9. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" l LINES TO BE A MINIMUM OF 0.40%. FIRE PROTECTION BEGINNING AT A 1/2" IRON ROD WITH CAP SET FOR THE MOST SOUTHERLY — 10. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900 (DR -14) FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED OF STACORNETE HIGHWAY 6 AND CORNER IN LOCATED IN THE NORTHEAST RIGHT-OF-WAY LINE BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER BEING THE SOUTH CORNER OF SAID LOT4, BLOCK 1, — CLASS 305. WATER LINES 3" AND SMALLER SHALL BE TYPE K COPPER SAME BEING THE MOST WESERLY CORNER OF LOT 1, BLOCK 1 OF THE ALAM 1 (( TUBING. SURFACE BEFORE A BUILDING PERMIT CAN BE ISSUED. \\ THE BUILDING TYPE IS'VB'�- ADDITION OF RECORD IN VOLUME 4261, PAGE 181; 10mley Horn t THENCE N 49°18'22" W ALON THE NORTHEAST RI ' I� PLEASE SEETHE FIRE FLOW ANALYSIS DATED_. -N . � _ GHI OF WAY LINE OF SAID; '—;-EXISTING- - _ _ - `STATE HIGHWAY' 6 AND THE°�OUTWWEST LINE OF SAID LOT 4, BLOCK 1-A _ OCTOBER 18, 2010 FOR ADDITIONAL INFORMATION. l TRANSFORMER I� DISTANCE OF 198.00 FEET TO A CALCULATED POINT FOR THE MOST WESTERLY 12700 Pads Central Drive Suite 18 II � � Danes, texas 76251 L— S 4845_32" E — — — — — — — EASEMENT LINE Ld z 26.50' 1� LENGTH OF 15.74 FEET, A A EXISTING WATER LINE & SIZE \ EXISTING SANITARY SEWER LINE & SIZE -- -- sF ' sn — -- EXISTING STORM SEWER & SIZE \ 'o x•,11 ii • cn \ n �^ ^� EXISTING CONCRETE PAVEMENT iR �o ' Ld 48 Lt �,,?: J I� . w — = FLS— -- r, z o�w 1��• PROPOSED CURB a' m =C-1 "GENERAL COMMERCIAL" - I oma l OVERLAY DISTRICT" /j— — f�- — z�s =46,180 SF (1.06 AC) BUILDING SLAB =3,325 SF (0.076 AC) M = 0.072 BUILDING HEIGHT PAD MOUNITED j = 40'-0" SIDE YARD SETBACK TRANSFORMER -% — ' " I r I EXISTING _I_ ti I, FRE HYDRANT _\ SPRING CREEK COMMONS I 0 LOT 5, BLOCK 1 ` I 9287/128 -,o;'Y LU ZONING:•_ C-1 (GENERAL `COMMERCIAL) I N OV (GREENS PRAIRIE OVERLAY) I d' •- ' LAND USE: VACANT o _. 20' fZ PROPOSED I,r t I PUBLIC "r 'TY i 7.00' I � , I I — — - - �6" CURB AT END OF DRIVE AISLE / I -_4-__ -----0) 241 — STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) ✓ICINITY MAP — — 6.' NOTE: GRADE AT PROVIDE EXP. JT. IN CURB Z LANDSCAPE AREA AT SLAB JT. LOCATION !' 0 0 #3 AT 18" O.C. EACHWAY -,� PROJECT LOCATION Ld Cw I STATE HIGHWAY 6 ;J > C) Q 0 20' 40' to .; GRAPHIC SCALE 20' �� wv .. v \ #3 AT 18 O.C. /f j\ (NOT TO SCALE) 3 #4 DIA CONT. Cf. T = REQUIRED SARIS CYCLE RACKS Q -BIKE 2-3/8" 9-GUAGE, SCHEDULE 40 PIPE PAVEMENT $R 2105 VENDOR INFORMATION _ X THICKNESS. 3 FOR REFERENCE v LL CURBSECTION DETAIL SEE rPAVING PURPOSES ONLY I'— / N.T.S. - 38, - LL__ . E LL! i 8.30' - . _ _, �,�- � -� _ N p- C) Q C _ x M> NOTES_ 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE 3.OtS Z SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM +ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF W ! 1 L Q EXISTING 20' PLL: C b THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. iUTLLITY EASEME T 9287 12 e ' — 0 ' A 1 &i 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE p_ W ' t I b ROCK, ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, - slC0J f I SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, , • E RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING o CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE ROCK. 56,r / , CD R48. , �' 00 V3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE y VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW .: y DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 'X V X 6': k .2S" SQUARE •`'" + KA ; i,"OUIwr Wf PLATE ��;$"Mt�•Utt�°I1rlaI-OL • p 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON SEAL: ( INSTALLATION AS PER CITY ORDINANCE 2394. !x PRELIMINARY I b p � 5. SIGNS ARE TO BE PERMITTED SEPARATELY. BICYCLE RACK DETAIL �' FOR REVIEW ONLY 6 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF N.T.S. NOT FOR CONSTRUCTION PURPOSES SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT=� 1• (} D SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO l N' CARG COLLEGE -STATION, INC:' I FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES FLOODPLAIN N LOT V • BLOCK 1 WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LEGAL DESCRIPTION Engineer Hillary VonAhsen, P.E. X,LAM ADDITION 42(x1 /181 LIGHT DOES NOT CROSS ANY PROPERTY LINE. `� SUBJECT SITE APPEARS TO LIE P.E. No. loasol pelt' 10/22/10 (( q • O.P. ZONING: WITHIN ZONE "X" ACCORDING ZONING: t� 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO ALL THAT CERTAIN LOT, TRACTOR PARCEL OF LAND BEING 1.06 ACRES SITUATED N i C-1 (GENERAL COMMERCIAL) yy VEHICULAR LOADINGS. TO FIRM MAP NO.48041CO205 D IN THE ROBERT STEVENSON EAGUE, ABSTRACT NO. 54, BRAZOS COUNTY, TEXAS, C" OV (GREENS PRAIRIE OVERLAY EFFECTIVE DATE AND BEING A PART OF OT 4, 'BLOCK 1 OF SPRING CREEK COMMONS, PHASE 4 8. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR FEBRUARY 9, 2000 AND 5, OF RECORD IN VOLU E 9287, PAGE 128, OF THE OFFICIAL RECORDS OF (� LAND USE: RESTAURANT RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. BRAZOS COUNTY, TEXAS, SA D 1.06 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND B UNDS AS FOLLOWS: 9. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" l LINES TO BE A MINIMUM OF 0.40%. FIRE PROTECTION BEGINNING AT A 1/2" IRON ROD WITH CAP SET FOR THE MOST SOUTHERLY — 10. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900 (DR -14) FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED OF STACORNETE HIGHWAY 6 AND CORNER IN LOCATED IN THE NORTHEAST RIGHT-OF-WAY LINE BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER BEING THE SOUTH CORNER OF SAID LOT4, BLOCK 1, — CLASS 305. WATER LINES 3" AND SMALLER SHALL BE TYPE K COPPER SAME BEING THE MOST WESERLY CORNER OF LOT 1, BLOCK 1 OF THE ALAM 1 (( TUBING. SURFACE BEFORE A BUILDING PERMIT CAN BE ISSUED. \\ THE BUILDING TYPE IS'VB'�- ADDITION OF RECORD IN VOLUME 4261, PAGE 181; 10mley Horn t THENCE N 49°18'22" W ALON THE NORTHEAST RI ' I� PLEASE SEETHE FIRE FLOW ANALYSIS DATED_. -N . � _ GHI OF WAY LINE OF SAID; '—;-EXISTING- - _ _ - `STATE HIGHWAY' 6 AND THE°�OUTWWEST LINE OF SAID LOT 4, BLOCK 1-A _ OCTOBER 18, 2010 FOR ADDITIONAL INFORMATION. l TRANSFORMER I� DISTANCE OF 198.00 FEET TO A CALCULATED POINT FOR THE MOST WESTERLY 12700 Pads Central Drive Suite 18 II � � Danes, texas 76251 CORNER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST WESTERLY CORNER OF Tel. No.972 770-1300 T.I. /\A . SAID LOT 4, BLOCK 1 BEARS N 49"18'22" W A DISTANCE OF 26.50 FEET; Fox No. (972; 239-3820 THENCE N 41°14'29" E, A DISTANCE OF 199.17 FEET TO A CALCULATED POINT FOR Certificate of Registration: #928 TRAFFIC IMPACT ANALYSIS AN INTERIOR CORNER, NOT REQUIRED FOR THIS SITE THENCE N 48°45'32" W, A DIS NCE OF 26.50 FEET TO A CALCULATED POINT FOR AN EXTERIOR CORNER, SAID CORNER BEING LOCATED IN THE NORTHWEST LINE OF SAID LOT 4; LINE TYPE LEGEND THENCE N 41 °14'29" E, ALONG THE NORTHWEST LINE OF SAID LOT 4, A DISTANCE OF 25.50 FEET TO A CHISELE �I "X" IN CONCRETE FOR THE MOST NORTHERLY CORNER SAID CORNER BEING THE NORTH CORNER OF SAID LOT 4 SAID CORNER BOUNDARY LINE — — — — — — — EASEMENT LINE — — 1� LENGTH OF 15.74 FEET, A A EXISTING WATER LINE & SIZE 6" s EXISTING SANITARY SEWER LINE & SIZE -- -- sF ' sn — -- EXISTING STORM SEWER & SIZE ---- rIGAS - -- GAS: -- x•,11 ii • EXISTING OVERHEAD ELECTRIC LINE �^ ^� EXISTING CONCRETE PAVEMENT iR EXISTING FIRELANE FIRE LANE Ld 48 Lt FIRE UAE . w — = FLS— -- PROPOSED FIRELANE DECORATIVE STAMPED CONCRETE SIT PROPOSED CURB a' m =C-1 "GENERAL COMMERCIAL" OV "GREENS PRAIRIE PLAN OVERLAY DISTRICT" /j— — f�- — z�s =46,180 SF (1.06 AC) BUILDING SLAB =3,325 SF (0.076 AC) M = 0.072 BUILDING HEIGHT = 22'-0" FRONT YARD SETBACK = 40'-0" SIDE YARD SETBACK LL . — ' " EXISTING I, FRE HYDRANT _\ EXIStING A LIGHT POLE t I , CORNER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST WESTERLY CORNER OF Tel. No.972 770-1300 T.I. /\A . SAID LOT 4, BLOCK 1 BEARS N 49"18'22" W A DISTANCE OF 26.50 FEET; Fox No. (972; 239-3820 THENCE N 41°14'29" E, A DISTANCE OF 199.17 FEET TO A CALCULATED POINT FOR Certificate of Registration: #928 TRAFFIC IMPACT ANALYSIS AN INTERIOR CORNER, NOT REQUIRED FOR THIS SITE THENCE N 48°45'32" W, A DIS NCE OF 26.50 FEET TO A CALCULATED POINT FOR AN EXTERIOR CORNER, SAID CORNER BEING LOCATED IN THE NORTHWEST LINE OF SAID LOT 4; LINE TYPE LEGEND THENCE N 41 °14'29" E, ALONG THE NORTHWEST LINE OF SAID LOT 4, A DISTANCE OF 25.50 FEET TO A CHISELE �I "X" IN CONCRETE FOR THE MOST NORTHERLY CORNER SAID CORNER BEING THE NORTH CORNER OF SAID LOT 4 SAID CORNER BOUNDARY LINE — — — — — — — EASEMENT LINE — — 1� LENGTH OF 15.74 FEET, A A EXISTING WATER LINE & SIZE 6" s EXISTING SANITARY SEWER LINE & SIZE -- -- sF ' sn — -- EXISTING STORM SEWER & SIZE ---- rIGAS - -- GAS: -- EXISTING GAS LINE --comm. EXISTING COMMUNICATION LINE ❑ EXISTING OVERHEAD ELECTRIC LINE �^ ^� EXISTING CONCRETE PAVEMENT iR EXISTING FIRELANE FIRE LANE NO PARKING TOW-AWAY.70NF FIRE UAE Nn PARKIN[ — = FLS— -- CORNER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST WESTERLY CORNER OF Tel. No.972 770-1300 T.I. /\A . SAID LOT 4, BLOCK 1 BEARS N 49"18'22" W A DISTANCE OF 26.50 FEET; Fox No. (972; 239-3820 THENCE N 41°14'29" E, A DISTANCE OF 199.17 FEET TO A CALCULATED POINT FOR Certificate of Registration: #928 TRAFFIC IMPACT ANALYSIS AN INTERIOR CORNER, NOT REQUIRED FOR THIS SITE THENCE N 48°45'32" W, A DIS NCE OF 26.50 FEET TO A CALCULATED POINT FOR AN EXTERIOR CORNER, SAID CORNER BEING LOCATED IN THE NORTHWEST LINE OF SAID LOT 4; LINE TYPE LEGEND THENCE N 41 °14'29" E, ALONG THE NORTHWEST LINE OF SAID LOT 4, A DISTANCE OF 25.50 FEET TO A CHISELE �I "X" IN CONCRETE FOR THE MOST NORTHERLY CORNER SAID CORNER BEING THE NORTH CORNER OF SAID LOT 4 SAID CORNER BOUNDARY LINE — — — — — — — EASEMENT LINE — — 1� LENGTH OF 15.74 FEET, A A EXISTING WATER LINE & SIZE 6" s EXISTING SANITARY SEWER LINE & SIZE -- -- sF ' sn — -- EXISTING STORM SEWER & SIZE ---- rIGAS - -- GAS: -- EXISTING GAS LINE --comm. EXISTING COMMUNICATION LINE ❑ EXISTING OVERHEAD ELECTRIC LINE �^ ^� EXISTING CONCRETE PAVEMENT WHOLE OR IN PART WITHOL SAID LOT 4, BLOCK 1, SAME BEING A SOUTHERLY THE EXPRESSED WRITTEN CONSET CORNER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST WESTERLY CORNER OF Tel. No.972 770-1300 T.I. /\A . SAID LOT 4, BLOCK 1 BEARS N 49"18'22" W A DISTANCE OF 26.50 FEET; Fox No. (972; 239-3820 THENCE N 41°14'29" E, A DISTANCE OF 199.17 FEET TO A CALCULATED POINT FOR Certificate of Registration: #928 TRAFFIC IMPACT ANALYSIS AN INTERIOR CORNER, NOT REQUIRED FOR THIS SITE THENCE N 48°45'32" W, A DIS NCE OF 26.50 FEET TO A CALCULATED POINT FOR AN EXTERIOR CORNER, SAID CORNER BEING LOCATED IN THE NORTHWEST LINE OF SAID LOT 4; LINE TYPE LEGEND THENCE N 41 °14'29" E, ALONG THE NORTHWEST LINE OF SAID LOT 4, A DISTANCE OF 25.50 FEET TO A CHISELE �I "X" IN CONCRETE FOR THE MOST NORTHERLY CORNER SAID CORNER BEING THE NORTH CORNER OF SAID LOT 4 SAID CORNER BEING LOCATED IN A SOUTHWEST BOUNDARY LINE — — — — — — — EASEMENT LINE — — SETBACK LINE LENGTH OF 15.74 FEET, A A EXISTING WATER LINE & SIZE 6" s EXISTING SANITARY SEWER LINE & SIZE -- -- sF ' sn — -- EXISTING STORM SEWER & SIZE ---- rIGAS - -- GAS: -- EXISTING GAS LINE --comm. EXISTING COMMUNICATION LINE ❑ EXISTING OVERHEAD ELECTRIC LINE �^ ^� EXISTING CONCRETE PAVEMENT WHOLE OR IN PART WITHOL SAID LOT 4, BLOCK 1, SAME BEING A SOUTHERLY THE EXPRESSED WRITTEN CONSET EXISTING FIRELANE — —634 — EXISTING CONTOURS - — - - -- EXISTING CURB D LOT 1, BLOCK 1 OF THE ALAM ADDITION A EXISTING RETAINING WALL — = FLS— -- PROPOSED FIRELANE DECORATIVE STAMPED CONCRETE SIT PROPOSED CURB PROPOSED BLOCK RETAINING WALL BEING LOCATED IN A SOUTHWEST EST LINE OF LOT 10, BLOCK 1;ATA��R��� THENCE ALONG A CURVE IN THE NORTHEAST LINE OF SAID LOT 4 AND A SOUTHWEST LINE OF SAID LC T 10, IN A CLOCKWISE DIRECTION HAVING AN ARC 300 CONCORD PLAZA DRIV LENGTH OF 15.74 FEET, A A IUS OF 512.50 FEET, A CHORD BEARING OF S SAN ANTONIO, TEXA' 50"17'48" E, A CHORD LENGTH OF 15.74 FEET, AND A DELTA ANGLE OF 01 °45'36", TO 210-476-6000 ZIP 7821 A CHISELED "X" IN CONCRETE , FOR THE END OF SAID CURVE; THENCE S 49°25'01" E, ALONG I HE NORTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THIS DRAWING IS THE PROPERTY C THE SOUTHWEST LINE OF SA D LOT 10, BLOCK 1 A DISTANCE OF 216.45 FEET TO A WHATABURGER RESTAURANTS, LSAN ANTONIO, TEXAS AND MA 1/2" IRON ROD WITH CAP SET FOR THE MOST EASTERLY CORNER, SAID CORNER NOT BE USED OR REPRODUCED BEING THE EAST CORNER OF WHOLE OR IN PART WITHOL SAID LOT 4, BLOCK 1, SAME BEING A SOUTHERLY THE EXPRESSED WRITTEN CONSET CORNER OF SAID LOT 10, BLC OF SAID LOT 1, BLOCK 1 OF TI CK 1 AND BEING LOCATED IN THE NORTHWEST LINE OF WHATABURGER RESTAURANT'S, L IE ALAM ADDITION; THENCE S 43°11'27" W, ALON ITHE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE NORTHWEST LINE OF SA D LOT 1, BLOCK 1 OF THE ALAM ADDITION A DISTANCE OF 225.82 FEET TO THE PLACE OF BEGINNING AND CONTAINING AN AREA OF 1.06 ACRES OF LAN , MORE OR LESS. SHEET TITLE: SIT DATA TABLE SITE CURRENT ZONING =C-1 "GENERAL COMMERCIAL" OV "GREENS PRAIRIE PLAN OVERLAY DISTRICT" PROPOSED USE =RESTAURANT W/ DRIVE THRU LOT AREA =46,180 SF (1.06 AC) BUILDING SLAB =3,325 SF (0.076 AC) LOT COVERAGE = 0.072 BUILDING HEIGHT = 22'-0" FRONT YARD SETBACK = 40'-0" SIDE YARD SETBACK = 7'-5" REAR YARD SETBACK — ' " PARKING REQUIRED =34 (1 SPACE /100 SF) UNIT NO.: 13-027 BENCHMARKS PARKING PROVIDED = 34 INCLUDES 2 HC SPACES) ENGINEER !SURVEYOR : DATE: 10/22/2010 LANDSCAPING - ----=11 230 SF - - - �E❑ lumley41orn ONSITE PAVING =27,812 (0.64 AC)- LE "=20' and.WWates, Inc (PARKING & DRIVES) .1 -- 12700 PARK CENTRAL DRIVE, SUITE 1800 BLDG. PERIMETER WALK =1,387 SF DRAWN BY: HKV/DDK DALLAS, TEXAS 75251 ISLAND PAVING =121 SF TEL. NO.: (972) 770-1300 CURB =1 44.9 LF APPROVED BY: LO FAX NO.: (972) 239-3820 DRIVE—THRU STACKING CERTIFICATE OF REGISTRATION # 928 PROVIDED =7 CONTACT: HILLARY KEIL VONAHSEN, P.E. DRIVEWAYS =4 NOTE APPLICANT: L SHEET " N-�—�� * DIMENSIONS SHOWN ARE TAKEN FROM Wha Restaurants, LP S 1 T 30000 Concord Concord Plaza Drive E PLAN MASONRY LEDGE. San Antonio, Texas 78216 REFER TO ARCHITECTURAL CONSTRUCTION Tel. No.: (210) 476 - 6615 WHATABURGER DRAWINGS FOR EXACT DIMENSIONS OF Fax No.: (210) 395-6625 2 �_.0WATER & SANITARY BUILDING FOOTPRINT. Contact: Mary Castile ARCHITECT: SPRING CREEK COMMONS SEWER DEMANDS NOTE GHAArchilasPakwaySite300 LOT 4 BLOCK 1 1.06 ACRES AVERAGE WATER DEMANDS 3.7 GAL/MIN 14110 Dallas Parkway Suite 300 THIS PROPERTY IS CONSIDERED A BUILDING Dallas, Texas 75254 II MAXIMUM WATER DEMANDS 3,520 GPM PLOT WITH LOTS 1, 2, 3, 4, 5, 7 & 8 OF BLOCK 1 Tel. No.: (972) 239-8884 PHASE 4 & 5 VOLUME 9287 PAGE 128 Fax No.: 972 239 5054 OF THE SPRING CREEK COMMONS SUBDIVISION. ( ' ROBERT STEVENSON LEAGUE, A-54 MINIMUM WATER DEMANDS 1,760 GPD AS SUCH, THIS LOT IS REQUIRED TO MEET THE Contact: Lisa Wh;ie NON-RESIDENTIAL ARCHITECTURE STANDARDS MAXIMUM SEWER LOADINGS 3,520 GPD FIN EXCESS LOOR AREA.F 150,000 SQUARE FEET OF GROSS DEVELOPER: DuWest Realty COL L ' GE STATION, . 1845 Woodall Rodgers Freeway Dallas, Texas 75201 BRAZOS COUNTY, TEXAS Tel. No.: (214) 720.0004 Contact: Corey DUhDn SUBMITTED SEPTEMBER 01, 2010 WHATABURGF I, l-- -----�-_ ---------------=-----------I I------------=----1 1: I it 111i 1 I I LOWES HOME CENTERS, INC. _ ( " I LOT 10, BLOCK 1 SPRING CREEK COMMONS I ( i j, 1 1 9287/128 \ ZONING: .I :. j' ' I C-1 (GENERAL....00.MM'LRCIAL) 1 i I ;` t, i 11 1111. _. ... \ ..�•`'' OVGREENS PRAIRIE OVERLAY " \ : ': tik l:: ,: ,` ti' ::' i s „ 111.11................�::::::::::::::..:11 \ _.: .R. . ....................__........................... \'< ' f` LAND USE: RETAIL 1111;.• ::::EXISTING . E �. XfS7ING'" STORM SEI! - 1111 1 (1111 ; 6" WATER LINE I ( ER : r -1111.. 1111... ..__ • . 1 1ll 3fz " 1i 1111........ • ::\J. • :J... € i 1111., ::::.......... _._._........ EXISTING _,........_ ,\ EXISTING..._ ( I <" EXlS77NG I. I-111- o' p L \ \it I.I.6" :SAN`...SEWEl7 .is \ ,t: 1 \ 2 UB IC ` :� 20' PUBLIC ;l it ,=01 °45 361:- UnurY ' unurY'- ` CO EXISTING - „`- EASEMENT \ ill.`EASEMENT 20 PUBLIC R=512.50 9287 128 I I I l I' / I \ 9287/129:::' : - :. UTILI TY EASEMENT i 74 '` 1111 : 1111:' :: L 15. , 1111 .. 1111: �: > \ \1111 I o 1.1.11 - _....... 287 128 1 111::::.._.....,......:::::::::::::::: ::::.::::.............. _1111-.........................I , / I ° `., 1111... : �.............._.......... , _.1 , ...............>..w::::..,., _.:.,..,......_......... CB -S50 1.7 48 E I t .:1 \ , GRAPH ALE 20 1.11 C .............. . .. 11 I� 5 J S 49 2 - - 1111.. ° 5j'0 _ 1" 2 E I. 11 11 16 - _� 1 �... :•: _-.- - - - , - �: _ _ .- -T- W I 1 -- i f� :: I - :,: �'_ 1111... ` I I `� I :� :........... 1111. ,.....,..:......... 1 _.,.•,,... N.....:::..,,.._...,.........................__........................... 1 O : _..._ ..........................___._..........::::,............:::..._...............:....,..,...........__........._....,....................__............,,........ I�r�.............................__...................... t _...�rX I .... � - - .. ................f - -• - -zl� . I ................ 1111, ........ ; _. . P c 1.... u, :,..,.- ...............................................,., , . 1111,. � . . P . .........1. \e,,N.\� \ 1111 v ,,:�..�,1111,.-��....... 11.11_•. 1111.: �. /� `.�� 1111.: :� d° : \'\ 1111.. .�...: , 1111. \� :�: � OD 1 0 I �. N SB RI. '., :� z _ - >, S 4>3 45 32. \�\ - - a .,2. �V� Z L- 3 8 6 :.. <.:. TA , IVN i.�:\ !TING 20 PUBLIC 26.50 >'�., EXISTING \ „ �\ TA 5 \ a,, 2 „Z �\ `z NT 15 ,; .� 'UTILITY EASEME :. D r: OSE \ �.. PROP , �. 25 Z.: 1111. _ , 928 7 128 NAGE , / DRAINAGE a , ..r . ; 1111..: - i\ EASEMENT \ , .. .. i i -ill "" . ' ,,,��u,,,�w�mm�\�„�,�� 11 11,,,, ,r",,,,wvv,,,�ru��"�"�e :. ....,_,r I. :i .. c.. - \ 1111 �.. . \\ \: _ 11 - 1111 . it}l ` .,<.:.,,: `-i i : a u 1111 u...v. .....m. ..u.......... 3 is LF 1111,....x.. ... I, ° \� \"' I f \ CITY OF COLLEGE STATION .'Z' 2 ,\ V TA :, . �� r Wim,: _ I. APE POII=1T CALCULATIONS j ` 1111 LANDSCAPE Zl v : , F 40 0 :`.2., \\�� arv�mu,„„mownu„�umv'\„uu„ur,�,�����nnu,��,,,,.,�\,�,h a •� � ••; iii ::'-- ........ "c .��\\��\�\ 13 o ��� \:\ 46,180 SF -� I TD TOTAL AREA OF SITE: 5 \ I'll) :1'; (1.06 ACRES) I \ u...-1-..,, 1 I::........,,.......�..,...r.,..,,.\.\.\\\-,\," 1111..- 3 .: PROPOSED I_ :1111 ,...L...,.,. 15 I \ . ENTS: REQ. I.1 APE RE UIRM \ TA P.U.E. I \ ,.,r..m.,...,..,r.�.,. r�r.,,�,� " \ SQUIRED PER 50 LF OF STREET ` STREETSC Q }. € \� „ ..��.. ,r r..:...,.,,,�, 300 POINTS R ET : IVN 70 88 POINTS \ _ ` ,. GE ..._.1111 �.......,.., ,�.., ..,�,�,........,, :j • 5 \ ..,. 1111 z ' N (198 LFA 50 X 300): �� F 1 1 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGE 1111 �� ` ` g`` f a .....,.....,, c..,,,,,,,•••..,. _ N 0 , :,, ,,.,.,..,11.11..,\\1111.,,, \.,\,,:::�. • PROPOSED \\\\\ ( 4•' j'''; N CARG COLLEGE STATION, INC. (198 / 25 LF): 8 TREES REQUIRE :: 2 `' CK 1 :.. I >: :. ONE``STORY z e N LOT 1 BLOCK .,.,,.......,,,.......,.u,I�...,....,,�, v '. ' it , ;;' .. . ....W , AAM 81 11.1 RI BUILDING (P4) ( L ADDITION 4261 /1 : n,11-1........r............��.,.,,.�....c.......,.�.m;:r...,us POINTS PER PROJECT AREA' o.. . \ 0.P.R.B.C.T. W c� ....I...t11• ti : o . �.` 6 3,325 SQ. FT. \\\ - 46,180 SF / 1,000 x so O ( Z r = 292' ....,............. .,..�\ I N : ZONING 2 771 POINTS z I - F.F. ELEV. i C-1 (GENERAL COMMERCIAL) . - Ir - Nr • I] a mv,m„uvvuuuuu,,,,IlIm \wm\v,,,�u,,,,,mr��,�,,,,,, I '\ , ; SPRING CREEK COMMONS -� .• ( I I-- O I PROPOSED USE: �` OV (GREENS PRAIRIE OVERLAY) N o' I TOTAL POINTS REQUIRED: 3,959 POINTS :°O ••z I • LAND USE: RESTAURANT LOT 5, BLOCK 1 1 0 ( 1€ RESTAURANT o :�' 10 /o DEDUCTION FOR TEXAS RLA PREPARING PLANS: -396 POINTS O _J I �' LJ.I . . Zi ` .. 9287 128 W ..- ' 1111, `` . 1111... ::: 1111:. / 1r m.,,,,.. ............ ��. 1111.. -� _ :. �...,r, ZONING: - - :' i .: :...,... `� I \, ZZZZ ,�,.... (� o� REMAINING W , I: I - AL POINTS REQUIRED 3 POINTS - (GENERAL N ( o I TOT PO FOR PROJECT: 3,56 C 1 (GE ) z 0.12 ACRES (� oo ;:, : - I : 4" MIN N.T.S. 4" MIN. SECTION N.T.S. N.T.S. J 2"X2"X8' STEEL FENCE 'T' POST, 3 PER TREE, EQUALLY SPACED, MATERIAL PER NOTES AND/OR SPECIFICATIONS. 2� 4" EARTH SAUCER JGALVANIZED GUY WIRE; ADD TURNBUCKLES AS NECESSARY TO STABILIZE TREE. O RUBBER CHAFING GUARDS O 4" MULCH PER SPECIFICATIONS OROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. 7U PLANTING PIT EXCAVATED 24" LARGER (MIN.) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR , AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. O PIT BACKFILL SOIL PER SPECIFICATIONS �9 UNDISTURBED EARTH 1� 2"X2"X24" WOOD STAKE, 3 PER TREE, MATERIAL PER NOTES AND/OR SPECIFICATIONS O 4" EARTH SAUCER OGALVANIZED GUY WIRE; ADD TURNBUCKLES AS NECESSARY TO STABILIZE TREE. 4 WARNING FLAGS O 5� RUBBER CHAFING GUARDS O"" -MULCH PER SPECIFICATIONS 7O ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1 /3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. 8� PLANTING PIT EXCAVATED 24" LARGER (MIN.) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. O9 PIT BACKFILL SOIL PER SPECIFICATIONS 10 UNDISTURBED EARTH 04" MULCH PER SPECIFICATIONS @2 3" HIGH EARTH SAUCER O PLANTING PIT: EXCAVATE 12" LARGER (MIN.) THAN WIDTH OF ROOTBALL, W/ PIT DEPTH AS NEEDED TO SET ROOTBALL ® PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. OROOT BALL: REMOVE FROM CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. 5� PIT BACKFILL W/ PREPARED SOIL BED MIX PER SPECIFICATIONS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS PLANTINGS. @6 UNDISTURBED EARTH SPACING AS NOTED O GROUNDCOVER + 1 OZ 4" MULCH PER SPECIFICTIONS -O U3 BED SOIL PER SPECIFICATIONS 4U EXISTING SUBGRADE SPACING SPACING AS NOTED AS NOTED SECTION N.T.S. N.T.S. SEAL: 1 = I mr Iftey-Horn and ASBodit hic. 12700 Park Central Drive lte 1800 Dala% Texas 75251 Tel. No. (972) 770-1300 Fox No. (972) 239-3820 Certificate of Registration: P928 300 CONCORD PLAZI DRIVE SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS DRAWING IS THE PRdPERTY OF WHATASURGER RESTA10ANTS. LP SAN ANTONIO, TEXAS AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEW CONSENT OF WHATABURGER RESTAURANiS. LP. SHEET TITLE: LANDSC PE PLAN UNIT NO.: 13-027 DATE: 10/11/2 010 SCALE: 1"=20' DRAWN BY: H /DDK APPROVED BY: 'LO SHEET NO: L- 2. II PLAN 11NG NOTES �. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STAINDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN A MATERI THORIZATION FROM SWILL REQUIRE OWNER OR LANDSCAPE ARCHITECT. ANY SUBSTITUTIONS OF PLANT BY THE CITY. IN THE EVENT OF DISCREPANCIE BETWEEN THE DRAWING RESUBMITTAL AND APPROVAL AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. 3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SH LL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED- BY HIS WORK. 4. ALL LANDSCAPED AREAS SHALL BE FULLY IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. O DIFFERENT PLANTING TREATMENTS. 5. STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. FOR THEIR ,� �j��� O STEEL EDGING CONTRACTOR MAY SUGGEST ALTERNATE METHODS, ASSUMING FULL RESPONSIBILITY CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGHT ANY TREES BLOWN OVER OR ��2 " i 3� BED SOIL. 12 MINIMUM DEPTH. IMPLEMENTATION. DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. i% REF: NOTE: AND/OR SPECS FOR 6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. MIX. &DEPTH. IIII_� O ,NATIVE SOIL 7. PROVIDE A STEEL EDGE BETWEEN ALL PLANTING BEDS AND LAWN AREAS. 8. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 4" SHREDDED HARDWOOD MULCH. 9. PROVIDE GRASS SEEDING OR LAY SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE OF PROPERTLY LINE. 10. THE CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING NEAT UNTIL FINAL AND ORDERLY MANNER ACCEPTANCE. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MOW�NG, EDGING, PRUNING, AT ALL TIMES. FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF AND GROWING CONDITION LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT DIES SHALL BE REPLACED AS IS WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. »• 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK AND DRAINAGE (NOT LOOSE), OR A AREAS, THE PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES RIGHT-OF-WAYS AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. PARKING LOT SETBACK, 12. ALL DISTURBED AREAS ON SITE NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH SEED OR HYDROMULCH. 13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING LANDSCAPER'S BLEND BY SOIL BUILDING SOLUTIONS OR EQUAL. CONTRACTOR TO MIX 4 LAYER OF SBS LANDSCAPER'S BLEND WITH NATIVE FINISHED SOIL AND TILL TO A DEPTH OF 8". FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. SEAL: 1 = I mr Iftey-Horn and ASBodit hic. 12700 Park Central Drive lte 1800 Dala% Texas 75251 Tel. No. (972) 770-1300 Fox No. (972) 239-3820 Certificate of Registration: P928 300 CONCORD PLAZI DRIVE SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS DRAWING IS THE PRdPERTY OF WHATASURGER RESTA10ANTS. LP SAN ANTONIO, TEXAS AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEW CONSENT OF WHATABURGER RESTAURANiS. LP. SHEET TITLE: LANDSC PE PLAN UNIT NO.: 13-027 DATE: 10/11/2 010 SCALE: 1"=20' DRAWN BY: H /DDK APPROVED BY: 'LO SHEET NO: L- 2. II PLAN SUBMITTAL / REVIEW LOG SUBMITTAL DESCRIPTION DATE. FIRST SUBMITTAL TO THE CITY OF COLLEGE STATION (NOT FOR CONSTRUCTION) 9/01/2010 SECOND SUBMITTAL TO THE CITY OF COLLEGE STATION (NOT FOR CONSTRUCTION) 10/11/2010 ALTA SURVEY (PREPARED BY OTHERS). 0 AMENDING PLAT (PR -PARED BY OTHERS) (, C-1.0 GENERAL NOTESC-2.0 m Inc. and7cfReglatmtIon: APPLICANT WHATABURGER, 300 CONCORD PLAZA DRI VE 3 SAN ANTONIO, TX 78216 W TEL: (210)476-6615 CONTACT. MARY CASTILLE ENGINEER 3 Kimley-Horn and Associates, Inc. CERTIFlCAIE OF REGIS TRA 770N #928 N SUITE 1800 7N Ip i 12700 PARK CENTRAL DRIVE W -' DALLAS, TX 75251 �a , x w x PH. (972)770-1354 q ° FAX (972)239-3820 °' CONTACT.- Hillary VonAhsen, P.E. v�HZF �x�aa COLLEGE STATION, TX VICINITY MAP INDEX OF SHEETS SHEET NO. DESCRIPTION CIVIL ENGINEERING KIMLEY-HORN AND ASSOCIATES REVISION C-0.0 COVER ALTA SURVEY (PREPARED BY OTHERS). 0 AMENDING PLAT (PR -PARED BY OTHERS) (, C-1.0 GENERAL NOTESC-2.0 m Inc. and7cfReglatmtIon: .SITE PLAN C=2.1 WHATABURGER'SITE PLAN 12700 Drive, Suite 11300 C-3.0 EROSION CONTROLAN Dallas, C-4.0 GRADING PLAN Tel. No1300 _ C-5.0 DRAINAGE AREA MAF;, Fax No3820 C-6.0 STORM SEWER PLAN CertlBcon: 17928 C-7.0 UTILITY PLAN - C-8.0 PAVING AND JOINT LIWOUT PLAN WRATABU FIG. SWPP BRYAN -COLLEGE STATION STANDARD STORM WATER POLLUTION PREVENTION DETAILS 300 CONCORD PLAZA D IIVE FIG. W BRYAN -COLLEGE STATION STANDARD WATER DETAILS SAN ANTONIO, TE ;S FIG. S BRYAN -COLLEGE STATION STANDARD SEWER DETAILS 210-476-6000 ZIP 78216 THIS DRAWING IS THE PRDPERTY OF FIG. D BRYAN -COLLEGE STATION STANDARD DRAINAGE DETAILS) WHATASURGER RESTAURANTS{', 1� FIG. SW BRYAN -COLLEGE STATION SIDEWALK DETAILS (' SAN ANTONIO, TEXAS AND Y PH 1.0 PHOTOMETRIC PLAN (. NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITH UT L-1.0 LANDSCAPE PLAN THE EXPRESSED WRITTEN CON ENT L-2.0 LANDSCAPE DETAILS OF WHATABURGER RESTAURANTS LP. IR -1.0 IRRIGATION PLAN IR -2.0 IRRIGATION DETAILS F7SHEETOTITLE: SEAL: PRELIMINAR' FOR REVIEW ONLY. NOT FOR CONSTRUCTION PURPOSI a-11 mdhmdft Engineer Hillary VonAhsen, P.E. P.E. No. 103601 Date 10/11/1 UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/DI APPROVED BY: LO SHEET NO: C-0.0 STOP! CALL Btv r r, YOU DIG DIG TESS 1-800-DIG-TESS (il@ least 72 hours prior to digging) WHATI - to 10 0 lCmle�t Horn m Inc. and7cfReglatmtIon: 12700 Drive, Suite 11300 Dallas, Tel. No1300 Fax No3820 CertlBcon: 17928 WRATABU 300 CONCORD PLAZA D IIVE Ix SAN ANTONIO, TE ;S 210-476-6000 ZIP 78216 THIS DRAWING IS THE PRDPERTY OF Y WHATASURGER RESTAURANTS{', 1� ti SAN ANTONIO, TEXAS AND Y NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITH UT THE EXPRESSED WRITTEN CON ENT OF WHATABURGER RESTAURANTS LP. I� F7SHEETOTITLE: VER , UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/DI APPROVED BY: LO SHEET NO: C-0.0 STOP! CALL Btv r r, YOU DIG DIG TESS 1-800-DIG-TESS (il@ least 72 hours prior to digging) WHATI - to 20' PUBLIC ONINNVc1 ON 3NV138WT] MAXIMUM WATER DEMANDS R=512.50' Uh4ITY EASEMENT `9287/128 PAVEMENT MAXIMUM SEWER LOADINGS L=15.741, CURB SECTION DETAIL N.T.S. PSEE LANAVING CREEK COMMONS, PHAS NO PARKING 0°1 : NO PARKING TOW -AWAY -ZONE TRACT BEING MORE PARTICULARLY FIRE LANE EXISTING CONCRETE PAVEMENT AS FOLLOWS: 2" I BEGINNING AT A 1/2" IRON DESIGNATED j 2" C SERIES 18" FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED .......... 1 1/2" SAME BEING THE MOST WESTERLY CORNER OF ADDITION OF RECORD IN VOLUME 4261, PAGE THE BUILDING TYPE IS WB". PARKING 225.82 FEET TO THE PLACE OF BEGINNING AND L - Z S 4845_32" E \ U-jz A DISTANCE OF 198.00 FEET 26.50' T.I.A. \ \ oQW oz:2 LO Q _ 2" C SERIES � TRAFFIC IMPACT ANALYSIS (Wn OF 225.22 FEET TO A CALCULATED CORNER, SAID CORNER BEING 2 1/2" LOCATED IN THE NORTHEAST SIGN W HA�TAB A SIGN MUST BE MOUNTED IN A CONSPICUOUS .: LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. ETAIL THENCE S 49°25'01" E ALONG N.T.S, Contact: Mary Castille OW ....... = 46,180 SF (1.06 AC) .....::... ....... ... ..................... ..�;a 04 V) ...........\ ' =3,325 SF (0.076 AC) Q M Lil 1 LOT COVERAGE = 0.072 — alla, Texas 75254 Tell. Nos (972) 239-8884 BUILDING HEIGHT = 22'-0" PAD MOUNTED Fax No.: (972) 239-5054 FRONT YARD SETBACK'' = 40'-0" TRANSFORMER ­ n' EIV SIDE YARD SETBACK = 7'-5" DuWest Realty i I 1845 Woodall Rodgers Freeway Dallas, Texas 75201 B ��OS' ZZ ( I Tel. No.: (214) 720-0004 PARKING PROVIDED = 34 INCLUDES 2 HC SPACES) Contact: Corey Duhon SUBMITTED SPRING CREEK COMMONS -CF) d' -t I_ 4 -1 I C LOT 5, BLOCK 1 - N 9287/128 `'' ` O W V_ I J W ` J ZONING: ................. C-1 (GENERAL"'COMMERCIAL) Z N (p REMAINING CD 0.12 ACRES I N OV (GREENS PRAIRIE OVERLAY) 'V I 0 V LAND USE: VACANT o I a o W Z Z 20' I d PROPOSED STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) T CARG COLLEGE STATION, INC: LOT 1 1 BLOCK 1 ALAM ADDITION: 426-1/181 O.P.R.B.C.T. ZONING: C-1 (GENERAL COMMERCIAL) OV (GREENS PRAIRIE OVERLAY) LAND USE: RESTAURANT TING VSFORMER 0 i O w o: O, w o' co O cv �.. v X `..� w , EXISTI� \IIRE H if , FH -b. LEXISIING LIGHT POLE sem, NOTE: PROVIDE EXP. JT. IN CURB AT SLAB JT. LOCATION F%� #3 AT 18" O.C. / EACHWAY �— 3 #4 DIA CONT. ONINNVc1 ON 3NV138WT] MAXIMUM WATER DEMANDS T = REQUIRED j - PAVEMENT MAXIMUM SEWER LOADINGS THICKNESS. CURB SECTION DETAIL N.T.S. PSEE LANAVING CREEK COMMONS, PHAS NOTES 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE ROCK. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 5. SIGNS ARE TO BE PERMITTED SEPARATELY. 6. EXTERIOR BUILDING 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. 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO VEHICULAR LOADINGS. 8. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. 9. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" LINES TO BE A MINIMUM OF 0.40%. 10. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900 (DR -14) CLASS 305. WATER LINES 3" AND SMALLER SHALL BE TYPE K COPPER TUBING. 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" ONI>18W ON 3NV1381d 3NOZ-AVMV•MOl ONINNVc1 ON 3NV138WT] MAXIMUM WATER DEMANDS f-►-- 12 --� j - 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD 1 3/8" i PURPOSES ONLY CREEK COMMONS, PHAS NO PARKING FEBRUARY 9, FIRE LANE NO PARKING TOW -AWAY -ZONE TRACT BEING MORE PARTICULARLY FIRE LANE EXISTING CONCRETE PAVEMENT 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" ONI>18W ON 3NV1381d 3NOZ-AVMV•MOl ONINNVc1 ON 3NV138WT] MAXIMUM WATER DEMANDS f-►-- 12 --� j - 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD FIRE LANE MARKINGS 3.7 GAUMIN MAXIMUM WATER DEMANDS f-►-- 12 --� MINIMUM WATER DEMANDS 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD 1 3/8" i PURPOSES ONLY CREEK COMMONS, PHAS 2" BSERIES IES FEBRUARY 9, OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID 1.04 ACRE 1 1/8' ' TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS EXISTING CONCRETE PAVEMENT AS FOLLOWS: 2" I BEGINNING AT A 1/2" IRON DESIGNATED j 2" C SERIES 18" FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER SURFACE BEFOP,E,A,BUILDING PERMIT CAN.8'E ISSUED. 1 1/2" SAME BEING THE MOST WESTERLY CORNER OF ADDITION OF RECORD IN VOLUME 4261, PAGE THE BUILDING TYPE IS WB". PARKING 225.82 FEET TO THE PLACE OF BEGINNING AND 2" C SERIES THENCE N 49°18'22" W, ALONG SAID STATE HIGHWAY 6 P+ND THE NORTHEAST RIGHT-OF-WAY LINE OF THE SOUTHWEST LINE OF SAID LOT 4, BLOCK. 1 1.04 ACRES OF LAND, MORE OR LESS. A DISTANCE OF 198.00 FEET 11/2 T.I.A. WESTERLYRNER A 1/2" CO WE T S ERLY ORNER OF SAID C ONLY _ 2" C SERIES � TRAFFIC IMPACT ANALYSIS THENCE N 41'14'29" E, A DISTANCE POINT FOR THE MOST NORTHERLY OF 225.22 FEET TO A CALCULATED CORNER, SAID CORNER BEING 2 1/2" LOCATED IN THE NORTHEAST SIGN W HA�TAB A SIGN MUST BE MOUNTED IN A CONSPICUOUS .: LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. ETAIL A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET AVERAGE WATER DEMANDS 3.7 GAUMIN MAXIMUM WATER DEMANDS 3,520 GPM MINIMUM WATER DEMANDS 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD CO 0 20' 40' GRAPHIC SCALE 20' VICINITY MAP STATE HIGHWAY 6 d /l NOT TO SCALE) LEGA, DESCRIPTION (BRACT OR PARCEL OF LAND BEING 1.04 ACRES . . . . . . . . . . . . . . . . . . . __......................................... ... .......{. ............ i VENDOR INFORMATION SITUATED IN THE ROB R1 2 FOR REFERENCE BRAZOS COUNTY, TEXAS i PURPOSES ONLY CREEK COMMONS, PHAS 51 FEBRUARY 9, OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID 1.04 ACRE - - TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS EXISTING CONCRETE PAVEMENT AS FOLLOWS: -.LL I BEGINNING AT A 1/2" IRON ROD WITH CAP SET FOR THE MOST SOUTHERLY j CORNER, SAID CORNER BEING RIGHT-OF-WAY LINE OF STATE LOCATED IN THE NORTHEAST HIGHWAY 6 AND BEING THE SOUTH CORNER FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER SURFACE BEFOP,E,A,BUILDING PERMIT CAN.8'E ISSUED. OF SAID LOT 4, BLOCK 1, LOT 1, BLOCK'1 OF THE ALAM SAME BEING THE MOST WESTERLY CORNER OF ADDITION OF RECORD IN VOLUME 4261, PAGE THE BUILDING TYPE IS WB". 181; 225.82 FEET TO THE PLACE OF BEGINNING AND PLEASE SEE THE FIRE FLOW ANALYSIS GATED SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. THENCE N 49°18'22" W, ALONG SAID STATE HIGHWAY 6 P+ND THE NORTHEAST RIGHT-OF-WAY LINE OF THE SOUTHWEST LINE OF SAID LOT 4, BLOCK. 1 1.04 ACRES OF LAND, MORE OR LESS. A DISTANCE OF 198.00 FEET TO A CALCULATED POINT FOR THE MOST T.I.A. WESTERLYRNER A 1/2" CO WE T S ERLY ORNER OF SAID C IR ON R D r O WITH CAP SET FOR THE MOST L T LOT4, BLOCK 1 BEARS N 49°18'22" W A _ DISTANCE OF 26.50 FEET;', � TRAFFIC IMPACT ANALYSIS THENCE N 41'14'29" E, A DISTANCE POINT FOR THE MOST NORTHERLY OF 225.22 FEET TO A CALCULATED CORNER, SAID CORNER BEING NOT REQUIRED FOR THIS SITE LOCATED IN THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1, SAME BEING A W HA�TAB SOUTHWESTERLY LINE OF .: LINE TY P E LEGEND COMMONS, A CHISELED "i OF 10.76 FEET; BICYCLE RACK ETAIL THENCE S 49°25'01" E ALONG N.T.S, Contact: Mary Castille LOT AREA = 46,180 SF (1.06 AC) FLOODPLAIN SUBJECT SITE APPEARS TO LIE LEGA, DESCRIPTION (BRACT OR PARCEL OF LAND BEING 1.04 ACRES ALL THAT CERTAIN LOT, WITHIN ZONE "X" ACCORDING SITUATED IN THE ROB R1 STEVENSON LEAGUE, ABSTRACT NO. 54, TO FIRM MAP NO.4804100205 D BRAZOS COUNTY, TEXAS AND BEING A PART OF LOT 4, BLOCK 1 OF SPRING EFFECTIVE DATE TE CREEK COMMONS, PHAS 4 AND 5, OF RECORD IN VOLUME 9287, PAGE 128, FEBRUARY 9, OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID 1.04 ACRE - - TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS EXISTING CONCRETE PAVEMENT AS FOLLOWS: EXISTING CONTOURS FIRE PROTECTION BEGINNING AT A 1/2" IRON ROD WITH CAP SET FOR THE MOST SOUTHERLY EXISTING RETAINING WALL CORNER, SAID CORNER BEING RIGHT-OF-WAY LINE OF STATE LOCATED IN THE NORTHEAST HIGHWAY 6 AND BEING THE SOUTH CORNER FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER SURFACE BEFOP,E,A,BUILDING PERMIT CAN.8'E ISSUED. OF SAID LOT 4, BLOCK 1, LOT 1, BLOCK'1 OF THE ALAM SAME BEING THE MOST WESTERLY CORNER OF ADDITION OF RECORD IN VOLUME 4261, PAGE THE BUILDING TYPE IS WB". 181; 225.82 FEET TO THE PLACE OF BEGINNING AND PLEASE SEE THE FIRE FLOW ANALYSIS GATED SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. THENCE N 49°18'22" W, ALONG SAID STATE HIGHWAY 6 P+ND THE NORTHEAST RIGHT-OF-WAY LINE OF THE SOUTHWEST LINE OF SAID LOT 4, BLOCK. 1 1.04 ACRES OF LAND, MORE OR LESS. A DISTANCE OF 198.00 FEET TO A CALCULATED POINT FOR THE MOST T.I.A. WESTERLYRNER A 1/2" CO WE T S ERLY ORNER OF SAID C IR ON R D r O WITH CAP SET FOR THE MOST L T LOT4, BLOCK 1 BEARS N 49°18'22" W A _ DISTANCE OF 26.50 FEET;', � TRAFFIC IMPACT ANALYSIS THENCE N 41'14'29" E, A DISTANCE POINT FOR THE MOST NORTHERLY OF 225.22 FEET TO A CALCULATED CORNER, SAID CORNER BEING NOT REQUIRED FOR THIS SITE LOCATED IN THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1, SAME BEING A W HA�TAB SOUTHWESTERLY LINE OF LOT 10, BLOCK 1 OF SAID SPRING CREEK LINE TY P E LEGEND COMMONS, A CHISELED "i OF 10.76 FEET; " IN CONCRETE BEARS N 49°25'01" W A DISTANCE PROPOSED USE THENCE S 49°25'01" E ALONG THE NORTHEAST LINE OF SAID LOT 4 BLOCK t DIMENSIONS SHOWN ARE TAKEN FROM MASONRY LEDGE. REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. NOTE THIS PROPERTY IS CONSIDERED A BUILDING PLOT WITH LOTS 1, 2, 3, 4, 5, 7 & 8 OF BLOCK 1 OF THE SPRING CREEK COMMONS SUBDIVISION. AS SUCH, THIS LOT IS REQUIRED TO MEET THE NON-RESIDENTIAL ARCHITECTURE STANDARDS IN EXCESS OF 150,000 SQUARE FEET OF GROSS FLOOR AREA. BOUNDARY LINE — — — — — — — EASEMENT LINE — — SETBACK LINE --- --- W., ------ - EXISTING WATER LINE & SIZE :•: •� .• EXISTING SANITARY SEWER LINE &SIZE -- _> ................. -• EXISTING STORM SEWER & SIZE ............. . :: ............ EXISTING GAS LINE -'-"" """"" '= = """' ' -' EXISTING COMMUNICATION LINE - - EXISTING OVERHEAD ELECTRIC LINE —� EXISTING CONCRETE PAVEMENT •- •••-••- `• --- •-•••-- EXISTING CONTOURS ::::::..::::..:.:.-:::..............:. EXISTING CURB \ Mx, mm , EXISTING RETAINING WALL - -FL- - - -FL- - PROPOSED FIRELANE DECORATIVE STAMPED CONCRETE 1 AND THE NORTHWEST L PROPOSED CURB DRIVEWAYS PROPOSED BLOCK RETAINING WALL t DIMENSIONS SHOWN ARE TAKEN FROM MASONRY LEDGE. REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. NOTE THIS PROPERTY IS CONSIDERED A BUILDING PLOT WITH LOTS 1, 2, 3, 4, 5, 7 & 8 OF BLOCK 1 OF THE SPRING CREEK COMMONS SUBDIVISION. AS SUCH, THIS LOT IS REQUIRED TO MEET THE NON-RESIDENTIAL ARCHITECTURE STANDARDS IN EXCESS OF 150,000 SQUARE FEET OF GROSS FLOOR AREA. SEAL: PRELIMINAR' FOR REVIE W ONLY NOT FOR CONSTRUCTION PURPOS Elmn Engineer Hillary VonAhsen, P.E. P.E. No. 103601 Date 10/11/+ 12700 Pak central Drive, Sulte 1!800 Dales, Texas 75251 Tel. No. ,(872) 770-1300 Fax No. 72 239-3820 CertTEcate of Registration: #928 300 CONCORD PLAZA DRE SAN ANTONIO TEXAS 210-476-6000 ZIP 7821!6 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND iwiAY NOT BE USED OR REPRODUCEDIIN WHOLE OR IN PART WrM THE EXPRESSED WRITTEN CONS OF WHATABURGER RESIAURANIS. SHEET TITLE: UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: �.J 1 AND THE SOUTHWEST LINE OF SAID LOT 10, BLOCK 1 A DISTANCE OF =27,812 (0.64 AC) 205.69 FEET TO A 1/2" IRO 1 ROD WITH CAP SET FOR THE MOST EASTERLY (PARKING & DRIVES CORNER, SAID CORNER BEING THE EAST CORNER OF SAID LOT 4, BLOCK 1, ti SAME BEI SOUTH ERI. A SOU ER Y CORNER OFAID S LOT 10 BLOCK 1 OC AND BEING =1,387 SF =121 SF LOCATED INT E H NORTHWEST LINEF O SAID LOT 1, BLOCK 1 OF THE ALAM Inc CURB ADDITION; =1,449 LF Q 12700 PARK CENTRAL DRIVE, SUITE 1800 THENCE S 43°1127" W, AL ING THE SOUTHEAST LINE OF SAID LOT 4, BLOCK =7 r 1 AND THE NORTHWEST L !NE OF SAID LOT 1, BLOCK 1 OF THE ALAM DRIVEWAYS =4 ADDITION A DISTANCE OF 225.82 FEET TO THE PLACE OF BEGINNING AND CONTAINING AN AREA OF 1.04 ACRES OF LAND, MORE OR LESS. CERTIFICATE OF REGISTRATION # 928 S I T DATA TABLE CONTACT: HILLARY KEIL VONAHSEN, P.E. APPLICANT: SITE CURRENT ZONING =C-1 "GENERAL COMMERCIAL" � Whataburger Restaurants, LP m OV "GREENS PRAIRIE 300 Concord Plaza Drive W HA�TAB U RG ER OVERLAY DISTRICT" No.:(210) -6615 PROPOSED USE =RESTAURANT W/ DRIVE THRU Contact: Mary Castille LOT AREA = 46,180 SF (1.06 AC) ARCHITECT: BUILDING SLAB =3,325 SF (0.076 AC) 04 1 LOT COVERAGE = 0.072 alla, Texas 75254 Tell. Nos (972) 239-8884 BUILDING HEIGHT = 22'-0" t U Fax No.: (972) 239-5054 FRONT YARD SETBACK'' = 40'-0" Contact: Lisa White c ROBERT S T EV n' EIV SIDE YARD SETBACK = 7'-5" DuWest Realty REAR YARD SETBACK =15'-0" 1845 Woodall Rodgers Freeway Dallas, Texas 75201 B ��OS' PARKING REQUIRED = 34 1 SPACE /100 SF) Tel. No.: (214) 720-0004 PARKING PROVIDED = 34 INCLUDES 2 HC SPACES) Contact: Corey Duhon SUBMITTED LANDSCAPING =11,230 SF SEAL: PRELIMINAR' FOR REVIE W ONLY NOT FOR CONSTRUCTION PURPOS Elmn Engineer Hillary VonAhsen, P.E. P.E. No. 103601 Date 10/11/+ 12700 Pak central Drive, Sulte 1!800 Dales, Texas 75251 Tel. No. ,(872) 770-1300 Fax No. 72 239-3820 CertTEcate of Registration: #928 300 CONCORD PLAZA DRE SAN ANTONIO TEXAS 210-476-6000 ZIP 7821!6 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND iwiAY NOT BE USED OR REPRODUCEDIIN WHOLE OR IN PART WrM THE EXPRESSED WRITTEN CONS OF WHATABURGER RESIAURANIS. SHEET TITLE: UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: �.J ONSITE PAVING =27,812 (0.64 AC) ENGINEER/SURVEYOR: (PARKING & DRIVES I h ti W BLDG. PERIMETER WALK ISLAND PAVING =1,387 SF =121 SF -❑ wd ", Inc CURB =1,449 LF Q 12700 PARK CENTRAL DRIVE, SUITE 1800 DRIVE-THRU STACKIN PROVIDED =7 r DALLAS, TEXAS 75251 TEL. NO.: (972) 770-1300 DRIVEWAYS =4 FAX NO.: (972) 239-3820 CERTIFICATE OF REGISTRATION # 928 CONTACT: HILLARY KEIL VONAHSEN, P.E. APPLICANT: SITE PLAN � Whataburger Restaurants, LP m 300 Concord Plaza Drive W HA�TAB U RG ER San Antonio, Texas 78216 No.:(210) -6615 SPRING CREEK COMMMM Fax Fax No.: (210) 395-6625 39 Contact: Mary Castille T LO4, ARCHITECT: : �C! Ax- GHA Architecture / Development 04 1 14110 Dallas Parkway Suite 300 alla, Texas 75254 Tell. Nos (972) 239-8884 PHASE 4& 5V Lt t U Fax No.: (972) 239-5054 1 Contact: Lisa White c ROBERT S T EV n' EIV DEVELOPER: DuWest Realty CO L L E G E 1845 Woodall Rodgers Freeway Dallas, Texas 75201 B ��OS' C® Tel. No.: (214) 720-0004 Contact: Corey Duhon SUBMITTED iS E F SEAL: PRELIMINAR' FOR REVIE W ONLY NOT FOR CONSTRUCTION PURPOS Elmn Engineer Hillary VonAhsen, P.E. P.E. No. 103601 Date 10/11/+ 12700 Pak central Drive, Sulte 1!800 Dales, Texas 75251 Tel. No. ,(872) 770-1300 Fax No. 72 239-3820 CertTEcate of Registration: #928 300 CONCORD PLAZA DRE SAN ANTONIO TEXAS 210-476-6000 ZIP 7821!6 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND iwiAY NOT BE USED OR REPRODUCEDIIN WHOLE OR IN PART WrM THE EXPRESSED WRITTEN CONS OF WHATABURGER RESIAURANIS. SHEET TITLE: UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: �.J U ti W U' q Q M �'— r �n �Z JQ CL 06 � m v/ SEAL: PRELIMINAR' FOR REVIE W ONLY NOT FOR CONSTRUCTION PURPOS Elmn Engineer Hillary VonAhsen, P.E. P.E. No. 103601 Date 10/11/+ 12700 Pak central Drive, Sulte 1!800 Dales, Texas 75251 Tel. No. ,(872) 770-1300 Fax No. 72 239-3820 CertTEcate of Registration: #928 300 CONCORD PLAZA DRE SAN ANTONIO TEXAS 210-476-6000 ZIP 7821!6 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND iwiAY NOT BE USED OR REPRODUCEDIIN WHOLE OR IN PART WrM THE EXPRESSED WRITTEN CONS OF WHATABURGER RESIAURANIS. SHEET TITLE: UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: �.J � Cn , U. �4111 � , 9� V. W X "a , 6 X U. W R g - 5 . W � X �- 1 N '? .M - Y = r<2 E_ "I " . P� W" Naz,- z � -ii o; I 1� 4W 8 P_ ,I0 0 � 3 � . o � g P < - r- U- 0 ,11 , X & �� I,- . ,� Iw:i, 5: q %:,: M M 0 �� W 1* I � 11 ..,, ,� 16 W z R. E- 0 W Cn � M 0� _: _:� CD ,21 XW �4 >. " W M W cn C! � > W W < 0 �2F. Z C/) I < W::4 5 E- L) C<�- X a. C� �� �: *1 . . . I . . ... . . . I I I z 1,� - - � I .. . . . . :% . .. ,� : .. I , . . � . : , � I . . I ... � . I . . . � � : . ,.. � - PROPOSED FEATURES EXISTING FEATURES I . . . I . . ­.- � .:_ ,.. ,� . . I I.. . . - - � 111"; I -=-. - ______ !L� - - - - - - - - - - - . . I . t ..... . I t., z : �. . : z ! . : , :t :VICINITY MAP I . t 1, . . 1, z I . . __1 :. _... I. .`, I , . � I I . ______ . - - . _,� . . . t . . I , . . . . , . . k :t z � .... :z I I . 6" CONCRETE CURB 6"SANITARY SEWER LINE t : t , 0 9 : z .. I , . . ��, sL 8, INC. I . I I , . . . OWES. HOME CENTERz - . 1. . I � � I ) . � . � . I . �. �-.. . � . . . . . . . .,:% . . . I I I . . . .1* . .. .1 � - . . 1 . SANITARY SEWER MANHOLE ! - .1. . LOT. 1 0, BLOCK 1 . '* . ­ . . - . �.. I 8" CONCRETE CURB .. ... -1. * ­ . � I . - <, I - - I . I.. � �., .."... I :. 10 I . I Q 8 ff : , . . . . . ... - I ., , '. . � - . SPRING CREEK COMMONS '... . 1 66 - . 1. � *.- . . I . 1 11. ! �­� z I . . z , . . - I. . . . i ,.".. : . I .. . I . , .1. : I" I :. I I z , . . . . � . : I . I . I.: 66 . 9287/128 , . t .: : . . I 1. t � . I I .1. , . /i I � w., . '. 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I , z ,/ . . . . . - . , I ., .. / . . - - . I . .1. , �.. ; I - ... , � �. , - I .1 ­­ . V - . AREA LIGHT WITH POLE AND BASE I 1. .*: I . I - ...... ACCESS �� e : I. '-"" .. .1 ... UNDERGROUND COMMUNICATION LINE . . . �.:` \ ; . ,.-."k, � � . . :, ,<�,,, . " ....'1*1 :... " 11 . * - . I . : .. 11 % . : ' 69 Z., . . . . I , - . 5.74' - . . . . * .1 � - . , .. .. ; If .* ­� . ........ - 11'. � ".. @ 11 ..." .­..".• ;. , --,� � b b . . (�) " , / I ., . 1`1 . . / ., 1. : I . -49 -1 - . . ­.. :, EASEMENT .: � . �- `_ z - ­. ., .- _ ... � � , . : 00- ' .., / . . . , � ...... 4 . I '. . . - -, . .. .... - .1 ... . . ...", I 1 fillB. �. .. '. :, I 1, � .... . . �� I __1 .., ..... =12 . � . : I" ..---,.`� I , � .... ... . z ::�, - S 49 12q01" E.- " ,. . " /I __ . . : . . .- I` .. .:, . . ., . -: - .. 9287/128: .. � i . . I �,,�_­: HAND RAIL TELEPHONE PEDESTAL .1.1, z 50 - _. ..- - .-....,- ­: . I., . � - - *1 X., I, I --- I - _� . , '. . - �� .:. .1-11 , �. � ... 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I ­­­ _'_ I . 30' I-,.--. 6 �6 11� . .. ... � ..... . .�, - : . Q_ 4 //_1 , ` :,- I/ ... n . I ­­ -- . . I ,� I to I . .1 - .. � 24 , ---'�,N . . 26, a . . . . I ..._-.1-1 ........'... � � : * .-.1.. ::�.,.:� ...... � ::::::::::::::::::X.: - , . .. ... . . .. , ­ -11 ............. ­_ . . . . . . . _­,"", " " ..... :!::: .. ... ---.__1- I'll, .... 11 -,- : ; `.... - , STRIPING @ 2' O.C. @ 45' - - - - i.:� S4 I � --.11111111-:1 ....... .. - .... .. . ...11--1.11-17-1111111111 .......... ., 36" STORM SEWER LINE LEGAL DESCRIPTION ­­­ .1 "I.................., -::-.--....:.-;. _­:­.�­­­ ...... 1� I ` .... I - - -1 7t . .- ........... � ........ 9� .......... " -,7:r�'.� .-.k�,-.-..-.. .-.1.z*7,,:';! . .. - I ......... . * ... - ...... � ................ � .... . ........ ­,� .....'....."......" - ., . ., . � " @ z_.L.1.11 ..... � ::..� " - -_ : � i 1-1 ... 11- .... . ."In ..... ­ ,�.�_'. _­ .::� -, ''. . , .... ::::�.'�' 1i I., . . . . . . . . . ., - .. - z; i �. - I -.1- ........... . ; , L , .. . t " " ; , . . I �. I . . I TRACT OR PARCEL OF LAND BEING 1.04 ACRES . .1.1 .., z I . - .:.7 -'. S - ., ­. � , , '_'. I . I , 26 ./.-`�'.� . , , , . , . , , . z .1.1 .1.1 . ... � ­ ;: - . , __.1 "I 11 : "`, 'N / 1 1 , , . ... ::_:::� 11 - ROPOSED ALL THAT CERTAIN LOT, � --::.,.,.,::� ... :::� - . ­ .1. I � - I . 11 P ...... ::'1.1.1:.1�,.,::_. . I I I ..­..:_ . "�.­-I. :,. ., .", .. ., %-1 - - i Z-..' .... . � ... . . . '. � .1.. " , . . I i � , . , ... 11 . . �, , . I ,. ...... V71 . p: / . , .... .. �:..�.......:,.....:..,.. z " "' " . .., I .. 't 1. .01 . STORM SEWER MANHOLE . SIGNAGE NOTE .. .. .. .. _11 ...... - , , .. . , , . - : :::::::::: .-I" : 1; ��_, _.e . .., .. �, - � , ., ��': .,�,_: � ,.' . '. �:: . .. 1. .- . . I . � � . - �. � , I ...... __ , i;l, '. 11'� z � - . 1. I . .� :... HC PARKING SIGNS SITUATED IN THE ROBERIT STEVENSON LEAGUE, ABSTRACT NO. 54, , fq!: � * ... , . 1 13 1 O' WATER . . . . .... � ....... -1. I : .1 I z : �z .. ­ i ..... � . ..... � ...... ...... ..... ,�_ " _.... - V - , 1. .1-1 .11-1., 1 58.76' ,­', I / 1�1_1 e 11 1-y I I : 'L ....... . ,­ -1 I I � z � - . (5 @ I �., 9.50' I.. I . 11 / EASEMENT,, ; I : I :�- � FOR INFORMATIONAL PURPOSES ONLY. BRAZOS COUNTY, TEXAS AND BEING A PART OF LOT 4, BLOCK 1 OF SPRING . - 67Z - - I � I . 44.00' 1 / . z / : ... ­­ ........ ­­ ........................... .. 1.�z:z",..�.'::::,�'..�:::,.,.".,.b. .0 .11, - - ". " I : . -(@ S 4§L45-3211 E .1 I : . STORM SEWER HEADWALL ALL SIGNAGE AND ASSOCIATED WORK CREEK COMMONS, PHASE 4 AND 5, OF RECORD IN VOLUME 9287, PAGE 128, .. . r z : zz: : I I - - /-7\- " . ,� 11 * : 1, z . HC ACCESSIBLE PARKING STALL 0 i i- . "', / : � . - � - `\1 , --4-8) ...... �-:T�, I 0 z 3, 11Z , I - 29.00' . t z : I (�� (�� TO BE INSTALLED BY SIGN COMPANY. OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID 1.04 ACRE , t , :z i ! : . I-_ \---/ A .- � f, -- ­ : t- - : I EXISTING - U-1 26.0 - I 23.30' 06 �2: i 8 * ""I I I ... / �, I tj .. STRIPING FOR UNLOADING AND ACCESS \ � 0 z to- z I 1 I - I ` _/ : : : -. /- - 20' PUBL.IC 66 ��-- TRACT BEING MORE PA ICULARLY DESCRIBED BY METES AND BOUNDS U-1 1P ....... --�fi , X4 , ) I i .. i i . 'OR : STORM SEWER OUTFALL \ 0 -1�1 \_ �� -,.,,-----,*,.,. ----- - - 5-0'0" ,I ...... . . - 'UTILITY EASEMENT . @ AS FOLLOWS: I ., <�.-, 4 . I : ci z:2 0 - ,� ": '. �.� "' . , . .1, !;., 1 C'-" 'UTILITY . i ­. i.., . I . I . I ' _9 8 , , , f � , , I . RIP RAP \ 4 1 13 � & ' " .", ". .� �, :1, i I . .�.. I '�,`-' : . 89.00' .1, �"� I " \ �,! g WN - I �/ ......... .11 :\� � \ 50' 1133.52' , 11 i _" *1 . LANDSCAPED AREA PER SHEET L1.0 - ... I ... � ,,,, R3. .." ... I j, " , : .�:� ,� " � (�D I " IRON < I , I I : I . BEGINNING AT A 1/2 W \ ...... " .. %.-- , i,�_,ii -_ I NOTE , ROD WITH CAP SET FOR THE MOST SOUTHERLY 0 ­ 18.07',. 0 - , I 441 : ....". I- .� . I I 1-11- .., .. ,,,, 1: . . � . \ - ­ .. . . .1 .., _­ .� x / :: 1: . - _ ..... / I I � I ," ii : 1, z . CORNER, SAID CORNER BEING LOCATED IN THE NORTHEAST --'- - - -,,-4 , M � .". , , - GUARD POSTS RETAINING WALL i ' ...... 7 - I . � Q .1 .. . : z . , . I � * DIMENSIONS SHOWN ARE TAKEN FROM .. I _/ " . . z. . .. -OF-WAY LINE OF STATE HIGHWAY 6 AND BEING THE SOUTH CORNER - ­ .., I .. - I 0 C. *� ­­ 1-1-...... I P 5' 1161*.' 0 1 .i! . . � : 8 @ I RIGHT ..... - ..., I 0 . . ...... ..- I I 1 1. I .. .. � � . . z : z , . . , Q.- b . � / ; : 1. '. z : z ., ". ; : I :.. MASONRYLEDGE. ... - . 5 1 1 .. 1 6 C- I/ , - . OF SAID LOT 4, BLOCK 1, SAME BEING THE MOST WESTERLY CORNER OF . . I . / " [ ;:z -­­ z: . . I . _:! I ....... � ::z z : . . - � �_ 1 7.00' � 1 'o6 3 q , 1111-- ... ­_ ,. % -.0 � I'' , , OC ., _04 � � :. - \ \ \\\ ". - -o �z z " . ,\ - __ , : / � : .. FREEZER/COOLER CONCRETE PAVEMENT REFER TO ARCHITECTURAL CONSTRUCTION LOT 1, BLOCK I OF THE ALAM ADDITION OF RECORD IN VOLUME 4261, PAGE 1. � * . . . : _..� I 0 I. �,..... - /I : 9 ::> 23 I-' z . ./ . I 0 . ,/ 'R48 .. � . ..... _ ... _ :E �_ ../ n I " � �!, lr_� 22. ,111". ".., / : '.�. 1, . ..: .,Oc), \�. . 8 DRAWINGS FOR EXACT DIMENSIONS OF 181; , I(, z : , , , N - 2 � ... .-1. t .. 11 .. I BUILDING FOOTPRINT. . . - ., 1�1 _q , ."'. I I ..", . N I U) .. .13 ­ - I ONG THE NORTHEAST RIGHT-OF-WAY LINE OF I C; 0 "i - . 19 on z , � . CANOPY . 11 _.." I I ... ; ,, . .. I ; �, I I �,� ... ... �.,. / I , -1 . MENU BOARD CANO 24" STORM SEWER LINE THENCE N 49'1 822" W AL --11 ...... � . ...... ­­ �.,�, M i� I I r_ 1� '.. 01 . % @ �� ! SAID S ('6 AND THE SOUTHWEST LINE OF SAID LOT 4, BLOCK 1 ._k, , :D � , 0 A " ... I I .1, Izi � I.. 8 TATE HIGHWAY � � " ." -.11. ..". .1 .. IL I � F3` - 11 ... .. ,�� _� � I "'.. � R28.oq . i i I . . . A DISTANCE OF 198.00 FEET TO A CALCULATED POINT FOR THE MOST , - - - - * / ....... - 14 � , I I ,".11 I - - � - R ::: 1�, I i I" I :11 .. I . EXTERIOR MENU BOARD " IRON ROD WITH CAP SET FOR THE MOST .\", : � ... , 13 1 - 6 if , I .. __ I... CONCRETE CURB TO REMAIN .- - - 1W - , I '21 I I 1 ..4�> 1 0 � _ _ ::: :; . WESTERLY CORNER, A 1�2 1 �­ I'll . I ;. �11 I I : - . @ - I . , :, 0 t : I , (5 1 : I I ::: : : I � : . .1 I : WESTERLY CORNER OF SAID LOT 4, BLOCK 1 BEARS N 49°18'22" W A z . I I I ::t t : .1 . . , z I I I : : 1 .27'z :� .­. .. I z I D 2.26'0 1 I'll - , , r: :., : I .:, . z - - :$. 1 11 I I '.... . . : z-- HEADACHE BAR CONCRETE CURB TO BE REMOVED DISTANCE OF 26.50 FEETI i ^6' , : I 0 �11,: I �,� R2.00' % ,z � . �,: i :: I � ,..0 . I . : ; : I �� I .. - @ ..... I ....... . , � 14 ., �, �11 . t . : : : 8 : . R18.0 - 6.40 .., , I I I ...., ;.1 : '-"*' I - THENCE N 41'1 429" E, A ISTANCE OF 225.22 FEET TO A CALCULATED . I . kz , : : : . . , I I .. . - ..", ...... .... I.. I .... 1. --i : ...." I ,,. 11 : I q _: z :: �'. I - POINT FOR THE MOST NORTHERLY CORNER, SAID CORNER BEING L'. I ..... - I ..... : I i I I ICEN .. I . I _q ,I . z'�l t I I- : z ." "I : , � �, � : :t I . - 00 . .. � . ;;1111- � ........ C,q z z __ Y 0 .... I - ;::&� ........... 1-11 ....... 1-1-1-11= - : ::. CONCRETE ISLAND NOSELOCATED IN THE NORTH AST LINE OF SAID LOT 4, BLOCK 1, SAME BEING A z : . : ;:: - z :: . ". :z z I : I : : :: . .,z . - 1>"11` 0 13 19 % ..' . : lot - .... 1-... , _-,-(D z n _� 0 ::: . z: 8 ­­ .;., I , � � r_� ,I .."' : . . . 00, .. . -Ott SOUTHWESTERLY LINE OF LOT 10, BLOCK 1 OF SAID SPRING CREEK ::: z: . I.. ­­ . ....... I i . i . @ �1' 11 i� z ::: 1. '. ... i w ...... 11­:::,.�.�,.�.. -1 Vi """ Q . . � � ::: I - - M : I � i " W A DISTANCE I _.1111. ...... . I ... I to z , D rn I - /11" . -4� ::: NV ., COMMONS, A CHISELED 'X" IN CONCRETE BEARS N 49-25'01 11 - I U) . I ..... I,I 10 z .-.'� I I ,. . : ::: . i: . FLAG POLE WITH GROUND ..... . . I k 38.92'�,, "'] :' ;ii ",` = I : 00ii - z ", ... . z . . : . .. . 76 FEET; - � : - ----"- W II � I m-kX, "\\\\,\\\,\\\\\\ ... \,::: i \\�__ ........ \,,\\\,\,\\\\ ... �7,, I'll, - I -- , : 1� . I 20 FLAG - z z C 1 .1 ;� : I :,. I , 0 1 1 t z 1� '­,' ".', . :.i! : ii � MOUNTED LIGHTS THENCE S 49-25'01" E, ALONG THE NORTHEAST LINE OF SAID LOT 4, BLOCK .'.11 PROPOSED , �11 , . - IIAJ ::: �:::: . k t z = i� . 1\ . " - Amk.� ,.,.. z C 0- 1-1 • @ 8 C-4 �i kl/ COLLEGE STATION, INC. I � .\\ : z .­ 11 " ESTLINEOFSAIDLOT10, BLOCK 1 ADISTANCEOF z . I- � . - , : I I . Nil I LOT 1, BLOCK 1 1 AND THE SOUTH t UIVE-`STORY . � 0 : :,=,; i I A z.-.. .- ... ;,- A - .r[�1­11. /I M "I I , �-`:' 205.69 FEET TO A 1/2" IRON ROD WITH CAP SET FOR THE MOST EASTERLY ., . , lij ! : 1 8 - ... ... I i 22 n 5 -.1 . n2l 5 BICYCLE RACK 2 23.00 i , ­\ ....... ­\­\\­ .: . z � Rd XLAM ADDITION 4261/181 � f In ...... .J.. ' 9;� / r_ , I "I'l"lzl\�\\\\\,\\\�\\\\\\\\\\\\\\\\,\\\",Io�"\"\"� 5 26 ::. . 1 6 C) 0 V ------ .. ­ . -111- BUILDING (P4) I . . N_.�, 6 0 CORNER, SAID CORNER BEING THE EAST CORNER OF SAID LOT 4, BLOCK 1, L_" ,� .... z ! - . : ii! . 0. P. R. B.C. T. , - -F t t / : I : . � I SAME BEING A SOUTHER Y CORNER OF SAID LOT 10, BLOCK 1 AND BEING : "0) . I < :* 3: :; - LU CV) ...... I- - z : 3,325 SQ. FT . . CL . r.- I : z \ . : U) .\ ! . : 11 - ­­­,,­"­­ Ili - . . I Uj , U) . :I E , "I'll, : t, - N LOCATED IN Tl� V_ z z .... - I : :ZONING: ... VLONG PRECAST CONCRETE THE NORTA ST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM Z � It I \ IY! ,, �-11�.1 @M : , "Lo : �N i! C-1 (GENERAL COMMERC 0 0Z C7 ....... . ... * - j z :I z F.F. ELEV = 2912 7 " 0 , IAL) ."..I. I t 11 " 1�1z z -\\4,-- : : : -�z z :z z : I- I.- 0 �i , I F _Jj I.:n90 PO SPRING CREEK COMMONS .9 0) . PROPOSED USE. El- 0- 11 / q / a- I\kl\""",\\"",""""",\\\\",�ff\-?\I z � CAR BARRIER (WHEEL STOP) 9M ADDITION; m V) - I �,: ' " - li OV (GREENS PRAIRIE - ALONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK z 1 . , I 00 01 �-,..i THENCE S 43'1 127" W, A: _�, IN 0 I - ! , . I; z: I 0 V_ z .1 I 1, 04 , � I I b ; w­­k� � ..... n .. ...... k�- - � t LOT 5, BLOCK 1 -, Iq ..... I 1�111 0 . �;i: cf) ii LAND USE: RESTAURANT I AND THE NORTHWEST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM . : :� . . . : : Au� � . I , RESTAURANT - (r! '�� - 1_'.' . DECORATIVE .. ' 11 I .� \ ... % I . � : .. 1, ., �t . .... , : - � ­­. I 0 _J W Icn t -, .. � \ ,.'. I - 1:b - - I 11,9287/128 '..., W..... ". 7 1 0 - I IV;�. . ADDITION A DISTANCE OF 225.82 FEET TO THE PLACE F BE INNIN AND ": / ..�o�: .._.� ..., ,\,, ...: : :: r� ;z:�.I...: . .: I... rb i: � ... ,. �� .-' , i i 0�1\ , :: , . . . STAMPED CONCRETE CONTAINING AN AREA 0 i 1. 4 A RES OF LAND, MORE OR LESS. "I z ...... :,,:!: .,.... ::,** ...... LO; r i!i�g�;�!!:i. _:::'.,.-:: ..:: : � :!�� , i:�!j�!:� I ... I ..... ......... I - ,I ,,, I !; ' I, 1 �2 . ..... -\\\\\\\\--M :::: - = z - . .." , '1\4, - � - k Do (I _____t�] iii!iii!i;�,.* ...... " - . "\\�\",\\\,\\",�l\\"\\,\\\\\\,\\\\\\\I - 0 ........, -4 .. _j = z (1 4�� z ..;;.­� ,4) 10 12A @ ZONING:. ........ 0 ��;!$i!i!!!!:....!i,_.� �1 - I �>_�, ?_1 I ....,:"..,� .\ ,- "'.. .... .... 1. (9 CD REMAINING W CDI I . ,�::*.-,­�*.i�'i� ... ...... - ..... � .. .... , r . ki 11, I ::.. . . . � OVAL WALL SIGN. I z- - .11 . .: _, I I C-1 (GENERAL -"COMMERCIAL) 'COMMERCIAL) Z N 0.12 ACRE! 1 Cf) iNIrl� . __,.. "I K* : ><. ! .................... �.�., _/ : 19 i i i hI! : 0SCALE: NO SCALE. . ...I I . .OV (GREEN'§ PRAIRIE OVERLAY) O'V k ,,�.­��11 WHAVAJIM11 F 0 / � \" : A: .::. � PV , ­ - .. � CONCRETE SIDEWALK ,V_ T_ . :..: - - �� - : ......""LAND USE:VACANT 0 ,,, �00 � .... \\"\\, 1, . I \ ::�. 61 .. 0 0D � ik I (L .... l"' / ,1 ,!, 1 :- \ (1) 0 I -0, ZONING. -C-1/0v- - -.,.,:"�, z,. \T_ V_ I � \ . I/ R "It 0 1 U) I.... z :1 : z, 1% : : ,�\ "-,. ... I . . 1 / 25.00' ,, ! , . \ ', ­ "' 3 3 3/4 " 7 / _.. ­­ I : . ; ..., . . : : z . . . .. � . . . -'I" �Lq . C) - � . , .� IRIT ..... . 00 0 "I 20.00' . z [,). I'V. , , 'i.,,, * .. 7 / ..... � ..... _j.. to LOT 4, BLOCK 1 111 t A - " W 20' 1 W 1 1.54'* 20.00j� FIRELANE 20.00' 1 il,11 . SITE DATA TABLE a _Z� - R - - � - ,:_ : - @ - - - z : ti 1- - Uwr� _14j- 1. - :t il : '1� , Z I - SPRING CREEK . , .., , \ \ \ \ , \\ , \ \ \ \ , " .1 : z . , i z : t :: ' PROPOSEDJ F:1 �D -.L 0.54'* COMMONS ., - '..." " I _9 , : z : z 1`1`1� . :� i : z .. : .. PUBLIC' -1 ! z : z �.,� : :� CURRENT ZONING =C-1 "GENERAL COMMERCIAL" .. .. I - - 06 ACRES 1,11 I - 11 ::. (�� BLOCK WALL �� A ...... iLIC. " t ; N� 7__ z : z : :: .... . !�r \1 15. LJ ll,., I - : z "'N : :: - MAX. RETAINING) \ A ) k � I OV "GREENS PRAIRIE 9.71LITY 7 00' I - - 23-00' 34.92';L � 54'* 0 - " 0 - 54.50' 1 : (2 K_ 0 -_ I- __ _ I - - -_ •- 11 � - : I I � :z I - I * <-.1 I -,\,\ .... .. . ... ..", - . 1_1\11 I :z I OVERLAY DISTRICT" J_ I : z ., .. _, � ..... ­ "' I IN � � : ........ / ... 9 i: � 1-i-, � , 0- I 1 �.�l I � I : ; . _ .� - . � I I � I .... .. �. - I - 1 8 I* .11, - Q� � : -11 ) . � PROPOSED USE =RESTAURANT W/ DRIVE THRU � ....... �­ . I : ..; � z . , I 1, '', 6P � ­ '5�, : . I nw z �,. t : � . li . I LOT AREA = 46,180 S : I I -A r 1 06 1 ,-If :07--K, . z �, z � z : J_ I I F . AC) ,11 I z . : . . 4811 15 00' 03 _q�_�_ 13 -'I- 00, I If t:: : �_ ,. Wi _0 I r, ::: I : .1. � .. 27 - 49 NOT USED ,�. I ... .. (�� r - ::t - 5�i �_, JL1 . .......... I 4! ,­ . 271) =::�kN I 11 � I BUILDING SLAB =3,325 SF (0.076 AC) (_9)__1**' , 1 i 01 - I I I I- I N 54. ; : z I I ,� I - - I 51 f = 0.072 .-I..". . z � . ) � z;, : . : . z I ,.".. .,.) . ­� .." . . .. BUILDING HEIGHT = 22'-O" . .... I - 13 ' 15 � . . . .... 11 V . 34.54'* . L .;, " � " .�: .�. _. . � I .. " U0 - .., 19 61 i i i � � 11" 1. TB K = 40'-O" ..A I 'O 19 19 '.." I " , .: . ...... --� I N C_ 0 : -_1 = 7'-5" 0) I I I � 13 &I'll I � 1: 11_� , �Ik SIDE YARD SETBACI, - I DIME . . . . . . . . - 7 1 "?00 � � ,11 I I I K I H I DIMENSION ------ - - I i �: 1. z ,.,"�, I 1 - : . I . = 15'-O" I-. 1 1 � : . �* - I L__ - - � 11" F � - - I !:! ; I ....... - ...... -.1--i ..... - - !!".1 11 I . � .. . 27" FACE LOGO 48" FACE LOGO PARKING REQUIRED = 33 1 SPACE /100 SF) ,.... I I - I i i'D .: � � .. . .-'�, � I _ "" 1 113 %, "" : . _ ,� ,.. I PARKING PROVIDED = 33 INCLUDES 2 HC SPACES) I , I , ,� 7-L-Ij- " 1.11 . ; ­. SCALE: NO SCALE SCALE: NO SCALE � � : � � . E : z:�]� . 6 z 0 A- -7 Q; 0 . I I � ,�. -6 . , I -1 q_�. . � .... . . '.*.., I * 0 0 1 I : " . I 1p� � LANDSCAPING -11 ,230 SF I " �-'' ), : " � Ili` I I . 11-- .... ­ _', I - . " r- , I � . VI =27,812 (0.64 AC) ,.,., ...... - ..... . I - I -C) --I Fn 84.00' 8 \--' IV ;. , . ; . -.-,'-:�, Q_ 6 1 1. �� 111, . .­­._­_­­.­..­ - I" � � .. .... I.. - q - ........­.­ .1 - -1. ­ I .. : I....... :Xld: � �f *,-N::;::,:::::% ,, * * - - ! �.-4L i j � I ::��:�­- %,.i� i�]. :::��,.',..,-*.,�����:���:i:��,*.. .1�..��.....'��..��:.:::�::�;::::;:� ,.. 5::::::R.0 N,---,....,,...., ; . ::: --,��-,--�,-,�-��-�,�,�,��l.,-,-"-�', ­-',� ..:::�:�::����:,�**,�!��!�,���!:���, I., ._*.,*.*,* �", t t t � t z ; z z z t i z i z A \_� z t t z f : PUBLIC 11 , fY - � __1 4 z � z t z I Iz ,%1.,;"�=:,z z .,� M � 1.11. I F � , ­\ - , 4 - � 11 11 -1- ... . .. - - I. - I. - � ___I__� �.-'.' :, � t�:_ .. 4 I-- � .. - 9 L .0 , I � I to I i I I �1 3:q � I - I "' I T *_1 , r _�_M , ::: �!��,*-_�,:,_:S I '. �, ......, �:. _._. : : �, - - z: .: ", ffl� -, :�::: I 01 � �ffl � ...... I --- ��.�*.�:.�"::�::�::::,...,.,...,���.�. (PARKING & DRIVES) I _-- I . 1 0 z. ....... -_-1 .... !ii�i�iii�!�!;�ill��!���;i!�ii!i�!�j��jjji�i!��j�����j��!!�;�jij:i��i���i!i!;�ii� _ ­ ... :..:.: . . . . . . ., __ - � ...'�_ ��.�.�..��...�'..�.�.."�."�.*..,..,�*,... I -1-1-11 - n .-- bi ,� 0 0 EXISTING SiA�NOLE 62 I 11 � I I i* - �� � - . - �� �:� . - ___ - .1 I.., . ; . . . _ . .. .... . .- ... .,, .. ..... I—- - ­_­­ 11-1-1.1 ... I z 69 . � ­.,.,..­_i�].­ .1, � � � ­_­ ­�_ �% .._ - .... �.... .­­­_ .... .- ..­ __ .- ­..." -.1.1 ..... ­ . � ..... - :�::: �:., , . ­­­�___�___ �­­­­­, .............. _ ­­ . ....... 1.1...1.....1.,.1-._ , ; � �%�­­ *:�:ii: I (O Z) 't q R, :t ,..­.........­...��X .... :i�:��:���:��.::�::������::�.:�:�;�l::I����!i�������!���;i���:����,�r��:�.��,�:��::��:����.,�.�...�".,�,.,�..,.�'..... : �­, . - ­.-.­_.. - ., � I ..... I .... � .... ­ . I—, .... � .... _..-----.1 ...... - ­­­­­:1'�.;.::­ I.....",.,."-�'...�.�.............. .... - : : - 4;:.------.1.- ... I'll ��, .. ��__­ _., �.._��. �,%_,.,. BLDG. PERIMETER WALK 1::."::,�X�:,:__.: ....... .-,,_,...,..,.-_..., - - � ­­ ........ � ... ­­­. �..�..�..�.��....�......"...�". : ;; � p �:!�I!�, T��:�!�!!��::�!i � . � : .1 -:q.-:.:,;. ��".'..__ - .... ..... - - ... � ..... = 1,387 SF .,� , I @�11' , ,,,, M;,**.*.....*.�...***�.**,*'....*.*, :�::::" - :: � -1 , : ... :!.:;::::�:::�::�.:::�::::�::, �:­ :1'-1:.-:.:,;. - . . - 1, ::: . 11 ­,­:.:,;­ , __. � . I", - .. � I . ., . ..... - ,.,.. 1 2 q .--- "PIPELINE EAStMENT 40' FRONT 2 . ­­ ...."J �% `t zz . .... - . I - I - _­� :i, , ",-:1,­_:�*�]::., I %".,1..--1' 11, , � � 00 U� 4 - � .,i - ." ­­, - I ..... �i� 11, - 1. 1� : :::��., �� ­ I �� _�_,, , ,,*i::.,,_,_ ''. __ . I'll � � ­­ ­ � , I I � �. � :,:"�:­'­ - I � ­­ :: � "".. ­'­ � I � � 11 , � ­ ,�: --.1-1.1'... 11 U_ I - - I N :. . $ 1. - - , I ... :i,::- . . �.� � . 1, I .. � I 1. I ­­­ 1. - - I ." - .. �: � : , ,7.'�� 1 - ,__ ED EN , " � ; ­�_­..: - ,...._: � I_, - ,­­. I :111, ­ � ­­­�­_­ 11 ,.. .11 .1 I ::,:­ ISLAND PAVING = 121 SIF - - - � . - � I �. ..A. �­ - -1. 11 � - ... � . ­­ -, ; . _:. ­ ­­­ ., - - .. i , - ... : � : : . .... � 1 1: I ... 9�9_Z4 t2- " _"j� t .1 1-1,-, �� : .1 . ­­ �. I � ­.;: �: . , , .- , ,:,.:: � : . .. __ - I I I I. I ­ ­ I .... - � . -1 - - - - - !tt'.. " - t -t- - - -_ . I - 11 � � ­ I 11 I ...I %. .. � . i. "Ill, ..41- - - I 11 I I ­ :47 % I I . . ---.!) . . .... ��� . � �3 . I : -` . I � I . . � 1. IL - ;: � 1 - � � I CURB = 1,449 LF . _,-L__ - - - - - -' - .. . � ­ I � I I I - . . - - 1 .q.z, . 1 � . 11 � I - I � � � I I I - - ....... __ / I 11-11 I ­,-, ,J . - 14.1 i il � � I � 111. I'll I I � � 11 I I � I - .. -1� ...... . ".. ...1.1 z ., , I ��� I I 71 : ­ .. ... - . ...... .. I � I . .. ...... . . . I I -THRU STACK�ING PROVIDED = 7 " 219.53' _ I . z i .----- ­, I : : i 11-4 \ DRIVE , - , - ,�, z I. � I z � z 1\11 : . 11 : -1- z � I . .. ....• - 1- ..j. fl." , z ., 4. a - "' , , ,\\, =4 __ - ..... ... I I \\\\ \\� . 1� . - -1 I I i 7 7 T � S, 0. , I : . : � � \\ \ , ,\\\\"\\�\\\\\\�\�\\\\\\\\\\\\\\\ � . � - I . � NPRONE ,\ \ � DRIVEWAYS ....... 1-11- .... -Arl - T /7--\ 1 /I- N [': :, I ONNNAMEN, ,,\\\\ I � I , ,\�\�\\\�\\�\\\\\\\N\\\\\�\\\\\\\\\\\\\\\\\�\\\\ I I I 11 I I I'll ,­:,",,',,,�.--,�e­ -:�'- 3' 19 : ,90 SHALL BE PAINTED WHITE AND SHALL BE 4" WIDE. � , �, ! 11 � I . - I . - I k.. , I.- � ­­­ 1.1-I.- 1,1�, , I ES . , \ . / ., � '. � \ i I I I , , , I .1 , I/ , I . ., , ,,.I. I I i , � ,.,. &ZO///zo, ,V/,VO/1U4 . I ,._..� .,�, ;:., �. . 0 I ... � , / : . ., . .�. , ACC , . i I I I EXISTING �.­�,\ : I'. .\ : . .. , _ - , , ; _" " -�� \ z i .. " ,;. I ­IALL BE FROM UNITED FLAG AND BANNER, i 1. _ \ ! i / . TING 25' UTILITY EASEMENT * , "I" , �' - . , . ., ��( I I I , 1-1 f , I I I I 945IJ91 I'll ac,r ----�\ : I . q . fZ4 �-'L :. i � , - � , 1. , , FINE $ i I 1 6. FLAGPOLES . _ , ,.,-..-- ._., ,. �. ,�: �:: . , . \ \ I . .. , - . 1, . ". �. � : - . A'7�Lj . , I 11 .�". ­­ , 1. " I—. I " " . . I I - � - . GARRISON -T I'PE POLE, WITH ALUMINUM HARDWARE AND 30' 1 % . . . .,� /. - � SIN I . . , - � , . 54A I ....... I 1, ,11., / / -1. , I I - z.. , I , 1 , * � \ � ... I I ... �. I "I I -.11. . 1: .1 .. �, .."... , , - �_!_L��::-�..-_,,\ / : �, HIGH. i :. :.:, . - . . i*, , . . ; - " `:",::,`. . I , '_ -0.1 TIO .11 ... _�, _ .... ....... I .�'. . 1. �, � ,, � � . � I . .."I" C�l / ­ �.. : %A, �', , .:_-�:",-.::�,.:'A, , / I I\\\ 1z : ............... ..... M1'C­0,L ,VAL�;C-fL I '. _-1 / ." , ­: _q- , : 2:__ . " - -j ..... I - ,. . ': , :,, ,:I ,�. I ...... 111-11. 1. ­.... •� .... - ­ ­... ,­­ """' ­­,- If , ­� I .. ... .1 � , , -� ",-�'.'."�.,:i.,.-��:�.,�.,-...� I �R PLAT NIMMPANTIM-ISKIR4 ...... I � ­­­ : :1 , " - . ku _. _­ ...­- ­­ , : � - I . I ...t .. .......... ��'. , ., / 11 ,I 141 �ltj,514,ti'".TEIN"-i�T�'Llulkl:�IE 7. ,1 I ... - � ...... ....... I—— .11.1.1. . - .11 .... / /. - : :. i . I � : ............ � ...... \,\ � . " I I � � , . 3IGNAGE SHOWN ON THIS PLAN IS FOR REFERENCE ONLY. � . �._: *:_� I :�011 , � I I � I , �, ` - I .. ' MAVIM :R" �, : \ : __ .. i ... . * * KI Nl(- * * * ...... ...... .1 , . .1 1. .. - .-e I i7i. I ROU, &,,� H= . .. - - i flAl \JAKII7C*rS DIDC' - REFER TO SIR NAGE SPECIFICATIONS FOR DETAILED ,.1.1 , : . . - . ..... /, ., WARNING /-\ F\ I ­­ . ... .... . . 11 . 1. _. -, : I I.. . ", , "" - - ,�. . . . .1 , � I _1 ,:­ .. I 1, .. �I 'I-, PAINTED SIGNAGE .. " I - 11 I ta�._.,-_, ;)�, : - I .. ..... ." �� � , � �. ­ .... � ..... : : . I . . \i -, - I ..OK'- SIGNAGE �, � I ... ... .1 .... .... , ; 1 1, � 11, 111.11� �­ . ..... ... � I .... � : f .1 . , : , I _ � ,I ­' � .. . ,:.�. I - - .,..a PER ACCESSIBILITY , -\\ L_- I ... 41'1�,- , �.. �: �.. I ...... I -,__ ... �,X_4.-., -,�),3 �, '/ --MOUNT. EMBED .. , . ."" -� . ...... . ___ .� . I .... ­ RES ­EP1PEL �."., . I � . : .... a ....... �­- �_­­ .. .... _:.. I ... �� ...'. STANDARDS & ­,...,..... "HIGH ....... P � "SUR ......................... -1111111111 .­­ ,., 0 j INE(S) K _ ,\F _ . ....... ... _. __ .__ . ...... .... " ­ ... ....... ...... " ..., ... ­­­ I" . , INT PIP PIPE SLEEVE I � _­ I ... - ­­', ........ ....... ...... ­ ..... ....... ­­ .., .... .... I— .. . , . REQUIREMENTS . ....... ...... 11 .. I CONCRETE FILL. -k In � I - EXCAVATION AND/OR CONSTRUCTION - PROHIBITED, . I ...•I .. ..... 11 ..", I J ... ,,." /� PAINT AS REQ D. ___ � I,— I .. I .:. I 11 -111. ,.'I.. - ...... ,"', . � - 1, I I ....... . ..... -111 ....... I ...... .11,11, 11-- I..", . ..... - � ...... ..... - � .... � . ...... I I ...... W1 THOU T.ARI TTEN PERMISSION -111 .I.- .. .... ­.­.I.I.-­ . ..... I � ....... .... _ I., v I ; -­ .. .... _.....1-11111.11 .... ... ...... _/ ,"I", ■. L.. ; I --- .. - : ...... LINE ... TYPE ....... ...... - ­­ I I.- FRb."' M. ...... ' 'rtk ��­PRODU-C ... TS,- G-OMPAIVY ..... ...... ­-­ "I'll EMBED 6"O PIPE : ....­­ .­­ ....... ... -.1 ...... � ..­ .--,. ...." .... 1. 1-1... -.111 . ...1111 ....... -1-1 ....... ....... - ..... ...... I—— .." ... 1z [:.I ,-, : 1-1.. -1-11 I—— I ...... -1111 ..".- "I � _11--11-1117171--1111 - 6_111111--11111.1-111111- , , - - - '11*Z111111111111111-111111 FACE r*O(OR SMA, CAI i;J: fjs LINE - - - - SETBACK LINE ........................ ',�....................... EXISTING WATER LINE & SIZE 11_11.11­1­1___�;: ,S' ­­­­­­,­ EXISTING SANITARY SEWER LINE & SIZE 1 l,�"Ill.I ..... . 1-11 .... 1-1.11- --- -11-11-1-1- *'-','­ sn .. ... ....... - -------- - EXISTING STORM SEWER & SIZE ............. �'A - . ............. . 1,'-,, ............. EXISTING GAS LINE - ,X,,,�� ......................... t .i ......................... -, EXISTING COMMUNICATION LINE .. ` -.' . ............ � .- .... � . --111- ........... I , D ... ­ EXISTING OVERHEAD ELECTRIC LINE ��- =. ,:-',�:..-.-'-"'.'.= EXISTING CONCRETE PAVEMENT ........... .......... �� S,3.�,.�_ ........ .......... EXISTING CONTOURS - ,::,.-.,:.�-.-.-,.-.,,,,:_::.-::-,-,---,-,---,-,-,-,-,-,-,-,-,-,-,-,-,-,---.-,-,-,-- EXISTING CURB 1110 1\11M\ 1\\\\11� IMM ,\\ EXISTING RETAINING WALL -_FL- I , FL- - I : PROPOSED FIRELANE ,,-\�m. - 'm\ ,g R,,M ., -, \ -\R. j\Rx�"4 DECORATIVE STAMPED CONCRETE T_ PROPOSED CURB . I - - - - - PROPOSED BLOCK RETAINING WALL ,.< ­ .� . 11-11 I - : .... "n"', . . ......... -,. -.1 ...... -1 ... . : . -1 .... "I" _11- I'll ... ....... �.. � ­.... -.1- ...... ... .... 1- I ... - I ..... ..... - I— . ..... 111.11 I'll., ­­ . ...... .­­ I ...... _ ... � _1- -11111- ..... ..... _ ..... ...... ....... , 11 I.. I COVERAGE NELSON : --"�,,,." ­ BOLLARD COVER I : \111 - "I - � - -1 ....... . . k � i.. -i STUDS WELDED TO I - � .... MODIFIED AS REQ D PIPE AS REQUIRED. I , , : .1 , ..... , . . .... ... � ...... .... -1--l- --1 1.11 ... ....... ....... 1-1 . ....... I—- ...... _11- -1 ...... ...... ­­ 111--'.. I—- .1 .... � ... ­ . ... �_ : ------- _ ._ . ........ .... ..--- REFER 1 O/SPC.2 L � �tl �)j I . Mrn r, I MC10 i .­ " 1751111-11111-1 ___ -11-117 -1-11---�-,*'I'll�l,""-----",-"""--1111-71;",-"-,---"', I- -, ., " I;i STATE HIGHWAY 6 F RONTAGE ROAD Of FO-410wil W1 04 01V Sam A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET ASPHALT PAVING (RIGHT OF WAY VARIES) 18-6" 30' LETTERISET. SCALE: NO SCALE . * . . ( - . ** I , � .-.1 - SCHED. A2.1) . �*. -.11-1 �- I ,I.* t* . . . .1 t, . .. I - L -'__*j -71 I � SIGNAGE ' SCALE: NO SCALE DO NOT ENTER SIGN, SCALE: NO SCALE ENGINEER/SURVEYOR: FACE r*O(OR SMA, CAI i;J: fjs I 10mWY-Horn ®-� andInC ARCHITECT: GHA Architecture I Development 12700 PARK CENTRAL DRIVE, 14110 Dallas Parkway Suite 300 DALLAS, TEXAS 75251 . Dallas, Texas 75254 . TEL. NO.: (972) 770-1300 Tel. No.: (972) 239-8884 FAX NO.: (972) 239-3820 Fax No.: (972) 239-5054 CERTIFICATE OF REGISTRATION # 928 Contact: Lisa White CONTACT: HILLARY KEIL VONAHSEN, P.E. TO VERIFY ALL QUANTITIES SHOWN IN SITE DEVELOPER: DuWest Realty 1845 Woodall Rodgers Freeway Dallas, Texas 75201 Tel. No.: (214) 720-0004 Contact: Corey Duhon \\�� FACE r*O(OR SMA, CAI i;J: fjs INFORMATIO\J. I .A.- : 3NIA 6!kl. -'- ,E QEFl19G'fl*i " '040AW A 0 i ......I:: 1, : ::.�. I-, �11 I DUND - ,NIVIL 1140=� * W, �- i I : ! I I - S.0;101WIUCIIIJE WHITE kiML 8. CONTRACTOR TO VERIFY ALL QUANTITIES SHOWN IN SITE : : 11 \. ­iPVJk HORIZONTAL SAPS 11, DATA TABLE THESE SHALL NOT BE RELIED ON FOR BIDDING. 4. : : , >_ : I __ ............ : - t I UArk, Fins � 2< < � T_ : I I - : ,kRE 1,4' F.0 .'-, AMI : 11 ' _j ! Lc__ ...... ' ... ___ .......... . I - cS:4:.,.ALUI%.I:Istj.Tc,pxp.Alf4TED � : : :wim fl 'mli ixpim� .1 I 0 ;g: SEAL: PRELIMINAR FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPO: C10011 On= IEngineer Hillary VonAhsen, P.E. P.E. No. 103601 Dale -IM - M = 10mle-y--Horn and Assoc, Inc. 12700 Park Central Drive, Suite Della% Taxes 75251 Tel. No. �,972 770-1300 Fax 239-3820 Coifficate of Registration: 1928 300 CONCORD PLi'iZA DRIVE , SAN ANTONIO, TEX, S 210-476-6000 ZIP 78�16 i THIS DRAWING IS THE PROPERr i OF WHATABURGERRESTAURANTS SAN ANTONIO, TEXAS AND �PALY NOT BE USED OR REPRODUCE) IN WHOLE OR IN PART WITH )UT THE EXPRESSED WRITTEN CONSENT OF WHATASURGER REsrAuRANrsJ1 LP. SHEET TITLE: A7HATABUR SITE PLAN UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D1 APPROVED BY: LO SHEET NO: C-2.1 = ,It 0 o- �- r-, W LL N a- Ci >- CD >_ mf_ 2< < � T_ 0 _j W - < -) 0 ;g: CL _j . 00 5 (0 00 = U) SEAL: PRELIMINAR FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPO: C10011 On= IEngineer Hillary VonAhsen, P.E. P.E. No. 103601 Dale -IM - M = 10mle-y--Horn and Assoc, Inc. 12700 Park Central Drive, Suite Della% Taxes 75251 Tel. No. �,972 770-1300 Fax 239-3820 Coifficate of Registration: 1928 300 CONCORD PLi'iZA DRIVE , SAN ANTONIO, TEX, S 210-476-6000 ZIP 78�16 i THIS DRAWING IS THE PROPERr i OF WHATABURGERRESTAURANTS SAN ANTONIO, TEXAS AND �PALY NOT BE USED OR REPRODUCE) IN WHOLE OR IN PART WITH )UT THE EXPRESSED WRITTEN CONSENT OF WHATASURGER REsrAuRANrsJ1 LP. SHEET TITLE: A7HATABUR SITE PLAN UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D1 APPROVED BY: LO SHEET NO: C-2.1 I! + t, 'v..'� s.. �l Ll ! ✓ .� '.x Al — —1 — IIIi(✓ �? N I 11 'LOWES DEVELOPMENT_..,- r3 LOT 10 ;.BLOCK 1 1 r, SPRING. CREEK COMMONS 1, ( 921;7/128 p z I 4x I I I L. ZONING: 1; . (Y I i Nl aI C 1 (GENERAL_0MMf RCIAL) 4' G t 286- ENS PRA RIE OVE 5 �. i y A I RLAv) r �\ DV ND USE: RETAIL i EXISTING -EXIST/NG - „ 6„ STD R ' Q 4 6 WATER LINE I / �I f3 RM SEWE 4..1 "' EXISTING- - -� _ 1 I ( - -- , 8 ; ..r. �} 71' I I ;.;' > .I \ 1:. > / �,� EXISTING 61 SANITARY C 1 SEWER-� I `�_� 1 °4536 \ j' \ . I EX/STII�� I I ;NI 23' PUBLIC • - ;1d l \ 1 20 PUBLIC I UTILITY %�Al ' EXISTING i R-512.50 �!? ( U77LI TY I ' � EASEMENT ' � 1 I it I" ti 20 PUBLICL45.7/.� EASEMENT 4 - r.. \UTILITY EASEMENT. ° �—.. ✓ ._ —% CB=S50 a 7'48 . 1 t v EXISTING 11 I _ i N - h� �, .I � LIGHT POLE' ! . 8. I' -EXISTING ACCESS (j DRIVE S 49.251'0;1� 216.4�'�' v 0.76, 5 B9 �, 2 BLOCK WALL r� Q1. �. MAX._ rcv - I: 8.30' � (2 AX _ _ - -- .._':._.._ .'. .. "i7:".. '^ ^ ! IC •SL- 1'BAC i __ >� • . . 15 R.EAId �A D • • ty � PROPOSED TER \ EAS MAEN j 6 I o r WATER METERS PROPOSED \ I Gnu I f I PUBLIC o O�q3 UTILITY a o• Q.3 EASEMENT / _ 5'.: . - — — — _ • ' ' ` r ... °°` - 17 62 AC.CES BLE ROUTE I 7.00' q DECORATIVE rn .. I o R�IriCONCREffE) ' N I 48 00,. / r r. R28.00']r N, P DNMOU, ITER i / I A C) O a V. _ i �7� CTO 4.0 *_ * WARNING �.� i HIGH PRESSURE PIPELINE (S`-29-1 EXCA VA TION AND/OR CONSTRUCTION— — — n _ f;, PROHIBITED WITHOUT WRITTEN PERMISSION FROM.. EP�Q,-.�N.E,_-��, Ex NE - ,.9 RIP -RAP - _._. _. -- - __ _..... _.. — — -,19 - STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) C� NOTES 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE, 62. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIV ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. IY SIGNS ARE TO BE PERMITTED SEPARATELY. 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS O 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. 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO VEHICULAR LOADINGS. 8. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. 9. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" LINES TO BE A MINIMUM OF 0.40%. 10. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900 (DR -14) CLASS 305. WATER LINES WAND SMALLER SHALL BE TYPE K COPPER TUBING. ON 3NV13iild 3NOZ-AVMV-MO1 ONDrdVd ON 3NVl 3NId 3,520 GPM MINIMUM WATER DEMANDS 38 ' 2" B SERIES 6,, s 1 1/8" s DESIGNATED ! 2" 2" C SERIES 18" 1 1/2" I> 2" C SERIES ----••-- ni —' 1 1/2" ONLY 5�4� 3.. 2 1/2" > EXISTING CURB I I 3y. I ,.OW,, '_. PIRP 1 ANP Nn PARKIN(: GHA Architecture / Development TnW_eWGV_7nNc 14110 Dallas Parkway Suite 300 PROPOSED BLOCK RETAINING WALL cIRP 1 GNP Nn PARKINr DEVELOPER: DuWest Realty COLLEGE STATION, 1845 Woodall Rodgers Freeway Dallas, Texas 75201 /� B RAZOS COUNTY, TEXAS c: SUBMITTED SEPTEMBER 01, 2010 y, i �7� CTO 4.0 *_ * WARNING �.� i HIGH PRESSURE PIPELINE (S`-29-1 EXCA VA TION AND/OR CONSTRUCTION— — — n _ f;, PROHIBITED WITHOUT WRITTEN PERMISSION FROM.. EP�Q,-.�N.E,_-��, Ex NE - ,.9 RIP -RAP - _._. _. -- - __ _..... _.. — — -,19 - STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) C� NOTES 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE, 62. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIV ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. IY SIGNS ARE TO BE PERMITTED SEPARATELY. 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS O 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. 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO VEHICULAR LOADINGS. 8. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. 9. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" LINES TO BE A MINIMUM OF 0.40%. 10. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900 (DR -14) CLASS 305. WATER LINES WAND SMALLER SHALL BE TYPE K COPPER TUBING. 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" VNDRMd ON 3NV13iild 3NOZ-AVMV-MO1 ONDrdVd ON 3NVl 3NId 3,520 GPM MINIMUM WATER DEMANDS 38 ' 2" B SERIES 6,, s 1 1/8" s DESIGNATED ! 2" 2" C SERIES 18" 1 1/2" PARKING � 2" C SERIES ----••-- ni —' 1 1/2" ONLY 5�4� 3.. 2 1/2" y� EXISTING CURB I I 3y. I ,.OW,, '_. PIRP 1 ANP Nn PARKIN(: GHA Architecture / Development TnW_eWGV_7nNc 14110 Dallas Parkway Suite 300 PROPOSED BLOCK RETAINING WALL cIRP 1 GNP Nn PARKINr 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" VNDRMd ON 3NV13iild 3NOZ-AVMV-MO1 ONDrdVd ON 3NVl 3NId 3,520 GPM MINIMUM WATER DEMANDS 38 ' 2" B SERIES 6,, s 1 1/8" s DESIGNATED ! 2" 2" C SERIES 18" 1 1/2" PARKING � 2" C SERIES ----••-- ni —' 1 1/2" ONLY 5�4� 3.. 2 1/2" y� EXISTING CURB I I 3y. I ,.OW,, '_. FIRE LANE DETAILS N.T.S. FIRE LANE MARKINGS 3.7 GAL/MIN Imo— 12" —� 3,520 GPM MINIMUM WATER DEMANDS 38 ' 2" B SERIES 6,, s 1 1/8" s DESIGNATED ! 2" 2" C SERIES 18" 1 1/2" PARKING � 2" C SERIES ----••-- ni —' 1 1/2" ONLY 2"C SERIES 3.. 2 1/2" SIGN EXISTING CURB A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. GHA Architecture / Development A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET WATER & SANITARY SEWER DEMANDS AVERAGE WATER DEMANDS 3.7 GAL/MIN MAXIMUM WATER DEMANDS 3,520 GPM MINIMUM WATER DEMANDS 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD 01 w` 0 20' 40' GRAPHIC SCALE 20' PROJI 110112IN",1741_1Z ATE HIGHWAY 6 (NOT TO SCALE) VENDOR INFORMATION FOR REFERENCE PURPOSES ONLY A 2.39 ,. F o .2X C� X ia" X �5` SCtifARE 9 LAkCxE t.101JN11I iia ELATE . WITH 4 / MOUNTING l 1CLE:S F BICYCLE RACK DETAIL N.T.S. FLOODPLAIN LEGAL DESCRIPTION SUBJECT SITE APPEARS TO LIE ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND BEING 1.04 ACRES WITHIN ZONE "X" ACCORDING SITUATED IN THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54, TO FIRM MAP N0.4804100205 D BRAZOS COUNTY, TEXAS�AND BEING A PART OF LOT 4, BLOCK 1 OF SPRING EFFECTIVE DATE CREEK COMMONS, PHASE 4 AND 5, OF RECORD IN VOLUME 9287, PAGE 128, FEBRUARY 9, ATE OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID 1.04 ACRE TRACT BEING MORE PARI ICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: EIRE PROTECTION BEGINNING AT A 1/2" IRO ROD WITH CAP SET FOR THE MOST SOUTHERLY CORNER, SAID CORNER BEING LOCATED IN THE NORTHEAST FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED RIGHT-OF-WAY LINE OF STATE HIGHWAY 6 AND BEING THE SOUTH CORNER BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER OF SAID LOT 4, BLOCK 1, SAME BEING THE MOST WESTERLY CORNER OF SURFACE BEFORE A BUILDING PERMIT CAN BE: ISSUED. LOT 1, BLOCK 1 OF THE ALAM ADDITION OF RECORD IN VOLUME 4261, PAGE THE BUILDING TYPE IS "VB". _ 181; PLEASE -SEE G r_ __,m: THENCE N 49°18'22" W,A_ Il0NIG TH]= NQRTHFkST_RIGHT=O�_WAY,I .INE nF THE FIRE FLOW�NALYSIS !lf `moi? -. _ .. � _ _ - SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. SAID STATE HIGHWAY 6 AND THE SOUTHWEST LINE OF SAID LOT 4, BLOCK 1 A DISTANCE OF 198.00 FEET TOA CALCULATED POINT FOR THE MOST /� WESTERLY CORNER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST T. I .A. WESTERLY CORNER OF 'AID LOT 4, BLOCK 1 BEARS N 49°1822" W A DISTANCE OF 26.50 FEET - TRAFFIC IMPACT ANALYSIS THENCE N 41 °14'29" E, A ISTANCE OF 225.22 FEET TO A CALCULATED NOT REQUIRED FOR THIS SITE POINT FOR THE MOST N I THERLY CORNER, SAID CORNER BEING LOCATED IN THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1, SAME BEING A SOUTHWESTERLY LINE OF LOT 10, BLOCK 1 OF SAID SPRING CREEK LINE TYPE LEGEND COMMONS, A CHISELED 'X' IN CONCRETE BEARS N 49°25'01" W A DISTANCE OF 10.76 FEET; THENCE S 49°25'01" E, ALONG THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE SOUTHWEST L INE OF SAID LOT 10, BLOCK 1 A DISTANCE OF 205.69 FEET TOA 1/2" IR ROD WITH CAP SET FOR THE MOST EASTERLY CORNER, SAID CORNER EING THE EAST CORNER OF SAID LOT 4, BLOCK 1, SAME BEING A SOUTHER Y CORNER OF SAID LOT 10, BLOCK 1 AND BEING LOCATED IN THE NORTH EST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION; THENCE S 43°1127" W, ALONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE NORTHWEST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION A DISTANCE OF 225.82 FEET TO THE PLACE OF BEGINNING AND CONTAINING AN AREA OF 1.04 ACRES OF LAND, MORE OR LESS. SITE DATA TABLE CURRENT ZONING =C-1 "GENERAL COMMERCIAL" OV "GREENS PRAIRIE OVERLAY DISTRICT" PROPOSED USE = RESTAURANT W/ DRIVE THRU LOT AREA =45,495 SF (1.04 AC) BUILDING SLAB =3,325 SF (0.076 AC) LOT COVERAGE = 0.073 BUILDING HEIGHT = 22'-0" FRONT YARD SETBACK =40'-0 SIDE YARD SETBACK = 7'-5" REAR YARD SETBACK 15'-0" PARKING REQUIRED = 34 (1 SPACE /100 SF) PARKING PROVIDED =34 (INCLUDES 2 HC SPACES) NDSCAP I =11,230 SF BOUNDARY LINE — — — — — — — EASEMENT LINE — — SETBACK LINE 6" w EXISTING WATER LINE & SIZE 6,, s EXISTING SANITARY SEWER LINE. & SIZE 36" SD EXISTING STORM SEWER & SIZE GAS — GAS EXISTING GAS LINE . 00 r EXISTING COMMUNICATION LINE ----••-- ni —' -•--•---• EXISTING OVERHEAD ELECTRIC LINE U) EXISTING CONCRETE PAVEMENT — —•634— -- EXISTING CONTOURS '� COMMONS SPRING REEK 0 M M 0 N S EXISTING CURB wrya-mr-M on own m EXISTING RETAINING WALL — FL PROPOSED FIRELANE DECORATIVE STAMPED CONCRETE GHA Architecture / Development PROPOSED CURB 14110 Dallas Parkway Suite 300 PROPOSED BLOCK RETAINING WALL 1 AND THE SOUTHWEST L INE OF SAID LOT 10, BLOCK 1 A DISTANCE OF 205.69 FEET TOA 1/2" IR ROD WITH CAP SET FOR THE MOST EASTERLY CORNER, SAID CORNER EING THE EAST CORNER OF SAID LOT 4, BLOCK 1, SAME BEING A SOUTHER Y CORNER OF SAID LOT 10, BLOCK 1 AND BEING LOCATED IN THE NORTH EST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION; THENCE S 43°1127" W, ALONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE NORTHWEST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION A DISTANCE OF 225.82 FEET TO THE PLACE OF BEGINNING AND CONTAINING AN AREA OF 1.04 ACRES OF LAND, MORE OR LESS. SITE DATA TABLE CURRENT ZONING =C-1 "GENERAL COMMERCIAL" OV "GREENS PRAIRIE OVERLAY DISTRICT" PROPOSED USE = RESTAURANT W/ DRIVE THRU LOT AREA =45,495 SF (1.04 AC) BUILDING SLAB =3,325 SF (0.076 AC) LOT COVERAGE = 0.073 BUILDING HEIGHT = 22'-0" FRONT YARD SETBACK =40'-0 SIDE YARD SETBACK = 7'-5" REAR YARD SETBACK 15'-0" PARKING REQUIRED = 34 (1 SPACE /100 SF) PARKING PROVIDED =34 (INCLUDES 2 HC SPACES) NDSCAP I =11,230 SF r ONSITE PAVING =27,812 (0.64 AC) ENGINEER / SURVEYOR: (PARKING & DRIVES) BLDG. PERIMETER WAL( =1,387 SF EIcimley-Horn ISLAND PAVING =121 SF n and Associates, Inc CURB =1,449 LF 12700 PARK CENTRAL DRIVE, SUITE 1800 DRIVE-THRU STACKING PROVIDED =7 DALLAS, TEXAS 75251 TEL. NO.: (972) 770-1300 DRIVEWAYS = 4 FAX NO.: (972) 239-21820 D CERTIFICATE OF REGISTRATION # 928 00 r CONTACT: HILLARY KEIL VONAHSEN, P.E. APPLICANT: S1 T E PLAN U) NOTE Whataburger LP 300 Concord Plaza Diive WH:TABURGER San Antonio, Texas 76216 "DIMENSIONS SHOWN ARE TAKEN FROM Tel. No.: (210) 476 - 6615 MASONRY LEDGE. Fax '� COMMONS SPRING REEK 0 M M 0 N S No.: (210) 395-6625 REFER TO ARCHITECTURAL CONSTRUCTION Contact: Mary Castile V DRAWINGS FOR EXACT DIMENSIONS OF LOT 4 BLOCK 1 BUILDING FOOTPRINT. ARCHITECT: GHA Architecture / Development 1.04 ACRE S 14110 Dallas Parkway Suite 300 allaTexas 75254 Tell. NoS. (972) 239-8884 PHASE 4 & 5 VOLUME 9287, PAGE 128 Fax No.: (972) 239-5054 Contact: Lisa White ROBERT STEVENSON LEAGUE, A-54 DEVELOPER: DuWest Realty COLLEGE STATION, 1845 Woodall Rodgers Freeway Dallas, Texas 75201 /� B RAZOS COUNTY, TEXAS Tel. No.: (214) 720-0004 Contact: Corey Duhon SUBMITTED SEPTEMBER 01, 2010 r E � q�- M F Z W Z C) LL Q J Q W a. D J 15 CD 00 r U) 111111 SEAL: PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES rIME ff"dk_11810 do" I N Engineer Hillary VonAhsen, P.E. P.E. No. 103601 pe, 09/01/10 Kmley Horn and Associates, Inc. 12700 Park Central Drive, Suite 1 0, — iae 6062as 75251 Tel No. (972) 770-1300 Fax No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRI' SAN ANTONIO, TEXF 210-476-6000 ZIP 782' THIS DRAWING IS THE PROPERTY WHATABURGER RESTAURANTS, SAN ANTONIO, TEXAS AND M NOT BE USED OR REPRODUCED WHOLE OR IN PART WITHO THE EXPRESSED WRITTEN CONSE OF WHATABURGER RESTAURANTS, SHEET TITLE: ME W UNIT NO.: 13-027 DATE: 08/19/2010 SCALE: 1 "=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: C -z.0 �0t0U�Pi, 12�1� 40k Iv E � q�- M F Z W Z C) LL Q J Q W a. D J 15 CD 00 r U) SEAL: PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES rIME ff"dk_11810 do" I N Engineer Hillary VonAhsen, P.E. P.E. No. 103601 pe, 09/01/10 Kmley Horn and Associates, Inc. 12700 Park Central Drive, Suite 1 0, — iae 6062as 75251 Tel No. (972) 770-1300 Fax No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRI' SAN ANTONIO, TEXF 210-476-6000 ZIP 782' THIS DRAWING IS THE PROPERTY WHATABURGER RESTAURANTS, SAN ANTONIO, TEXAS AND M NOT BE USED OR REPRODUCED WHOLE OR IN PART WITHO THE EXPRESSED WRITTEN CONSE OF WHATABURGER RESTAURANTS, SHEET TITLE: ME W UNIT NO.: 13-027 DATE: 08/19/2010 SCALE: 1 "=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: C -z.0 �0t0U�Pi, 12�1� 40k Iv F_ ---- --- _-------------- —� r----- ----� F-------------_ —� LOWES DEVELOPMENT I r LOT 10, BLOCK 1 SPRING CREEK COMMONS 9287/128 ZONING: ; _ C-1 (GENERAL_ GdkrAM6IALf) Z ., I •; e OV'( -GREEN -S PRAIRIE OVERLAY) r•/ �/ J // LAND USE: RETAIL - •_ .._ EXlS71NG �' - AXIS G TlN : IVr 6" WATER LINE I ' f t36" STORM SEWER I i r: . -_.. G _ _ I I / I EXIS77NG I I 23' PUBLIC 1 ' [ EXIS77NG I �' SEWER I r "' - - _ \ 20' PUBLIC (� UTILITY A=01 °45'38i� n' EASEMENT ! /, EX/S77NG , t�l EASEMENT I f' I [� I s l II X 20 PUBLIC R=512.50 \,U77LITY EASEMENT L=1 5.74'/,//- I I `i; I CB=S50°fiT48"E C=1 5.740 _.. ==y -� _ S 49°2go1" E, )205.6' 10.76' — — ......_ � PC r \ -�-- _..__.. — — — i -�� --I- SOD I u 1 N0 SB __. RI 8 6 \ - 25 \ IVN \ SS — Win- —=� --- _ " I ,�•• I — -I ST LF 52 o 2 - I ( LF 3 o a s� W 2so I— TD TA \ ; N I' ( 3 I t _04 I 15 TA IVN I 70 - I 5 2 PROelzb I / i I ' ( N McDONALDS of PNE- STORY I 1 - 1' N ,� LOT 1, BLOCK 1 BUILDING (P4) `J�� L` - i j '� ALAM ADDITION 4261/181 W N '� •' °o . ( 3,325 SQ. FT. r'i I I O.P.R.B.C.T. ZONING: Z I I Z N F.F. ELEV. = 292' I I N I C-1 GENERAL COMMERCIAL) —� c 'I r r J N I PROPOSED USE: 0 �/ %/ I F.1 I OV (GREENS PRAIRIE OVERLAY) I: SPRING CREEK COMMONS r I {- o • i s � r- : LOT 5, BLOCK 1H N O RESTAURANT I ( I I 'II ?. �) LAND USE: RESTAURANT d, J 9287/128 r W W ( I I i ZONING:,....... - - 1 1 0) REMAINING W I 0 ••. _ ._ O r I l' . .I C-1 (GENERAL• 'COMMERCIAL) Z N 0.14 ACRES I (n N . 0. I OV (GR•EE'NS PRAIRIE OVERLAY) d' II o ~ - ATA LAND USE: VACANT (n o D.. o I I I � I � s � 1! O LOT 4, BLOCK 1 X d (� d' ob. _ I- - -- . SPRING CREEK i I I I: CITY OF COLLEGE STATION, LANDSCAPE POINT CALCULATIONS TOTAL AREA OF SITE:45,495 SF ' (1.04 ACRES) STREETSCAPE REQUIRMENTS: REQ. 300 POINTS REQUIRED PER 50 LF OF STREET FRONTAGE (198 LF / 50 X 300): 1,188 POINTS 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGE (198 / 25 LF): 8 TREES REQUIRED POINTS PER PROJECT AREA: i 45,496 SF / 1,000 X 60 2,730 POINTS TOTAL POINTS REQUIRED: 3,918 POINTS 10% DEDUCTION FOR TEXAS RLA PREPARING PLANS: -391 POINTS TOTAL POINTS REQUIRED FOR PROJECT: 3,527 POINTS TOTAL POINTS PROVIDED FOR PROJECT: 3,530 POINTS W Z I h=~ - I COUNT COMMONS POINT • ._I COMMON NAME ( i ' I " ! \✓ jj / l) / Chinese Pistache 3" cal. min., 10-12' ht. x 3-5' sprd., 1.04 ACRES 9 150/ II PC Pistacia chinensis Trunk Full Branching Straightg • 3--"'156 450 TD Taxodium distichum . I 0 O 9111" 40' 360," LI Lagerstoemia indicayl CIVLI5 I SHRUBS O I. losing 50� LF „r J 24" ht. x 24" w. min., 5 aaI min., Full JIM _ 'Green Cloud' Sage and Matching, 42" O.C. 5 10 50 NO Nerium oleander'Harciy Red' Hardy Red Oleander 30" ht. x 36" w. min., 7 gal. min., Fulland Matching, 48" O.C. 20 10 220 SB Spirea x bumalda'Anlhpny Waterer' Anthoney Waterer Spirea ST : I ht. x 24" w. min., 5 gal. min, Fullklaf 37 10 370 RI Ralphiolepis indica Indian Hawthorne 118" and Matching, 36" O.C. 66 10 660 ICB Ilex cornuta 'Burfurdii mina' Dwarf Burford Holly 24" ht. x 24" w. min., 5 gal., Full and Matching, 36" O.C. 20 1 20 IVN Ilex vomitoria'Nana' Dwarf Yaupon Holly 12" ht. x 18" w. min., 3 gal. min., Full and Branching, 24" O.C. PERRENIALS/GRASSES 80 ST Stipa tenuissima Mexican Feather Grass ' -\\. •\\ \\ \�. 145 TA r Asian Jasmin 1 gal. pots min., 18" O.C., Tri. Spacing 291 935 SY SOD Cynodon spp. ---'--- Tight, sand rolled joints, finished sod --' to be free of weeds. __ ST10-1 River Rock smooth and free of fines; owner to approve rock color prior to ordering. 14 3" Metal Edge, color to be black or ' EXISTING FRANCHISE SB / PROPOSED n SB I (0 11 ! 1 CONTRACTOR TO LOCATE / SIGN �°� 6 O'I ' I i LI - - - -- - -'-' UTILITIES PRIOR TO DIGGING TREE PITS; _ - 6 - FLAG POLE `� N J I TREE LOCATIONS SHOWN MAY NEED TO BE ADJUSTED IN THE FIELD, TREES MUST STAY OUT OF THE STREET TREES 4 NON -CANOPY 'SEMINOLE PIPELINE EASEMENT,' HOWEVER, THEY MAY TREES SUBSTITIUTED FOR 2 (' BE LOCATED IN THE PUBLIC UTILITY EASEMENT , 4 `.�,:1 �'� I ------ -- �---_�--• .- - --. ---' _'-------- CANOPY TREES 294 SOD E'/ .X94 6 .� .. .. ... -•'29� 1.lfE'EA�E(V.�• .._ � - - $ - - : - �.- (.;�; _ r AS — I - - -- .—_-- ry 'G .....__._.._._ GAS _ - - 1 ~. - - -=c IS7�NG 20 ,, : j .. :,.. axiU'--_: coy=i t.- c�+ ~' -• - - c.} - — ULYLIG _._ce co : - • .___--._.._-- -,,,,. C�141�n - ���:--'�GFA11 - — -COb1!ri� -•� --...-i:vh:'r oo`':`' oo-' oo• EASEMENT t `I — vun, c { .._ „'A .I,rj � �II IP - - ___---1 _ -- _ 26.50' — -- _�---- ----_ "°` N 4�° 18'22" W 224.50 -I EXlS77N.G 25' U77LITY EASEMENT 1 ( I I __. l c ---- EXISTING 15' PUBLIC UTILITY EASEMENT k 26 6 o Y r :z �'r ii 11� t NOTE: DUE TO DIFFERENCE BETWEEN FINISHED GRADE ICB OF THE PARKING LOT AND THE EXISTING ELEVA110N r /,60 ` 66 AT RIGHT OF WAY, NO BERM HAS BEEN PROVIDED. ' ! sy', r r ,�` p RIGHT OF WAY IS MIN. 2.5' ABOVE FINISHED l s(`�li ELEVATION OF PARKING LOT. :;''w;� { << f,� / __.. --- --- — — -'- - - '_ - _.... __ 295 -•- "_ ._..• ASPHALT PAVING (RIGHT OF WAY VARIES) SEAL: PRELIMINARY NOT FOR CONSTRUCTION • - 19mlo-Horn s land 2700 PAssocaates ire ark Contra Drive, Suite1eaD _ - _, Dallas. Texas -75251 Tel. No. 972 770-1300 Fox No. (9723 239-3820 Certificate of Registration: #928 PLANTING SCHEDULE - SYMBOL COUNT POINT VALUE POINT • BOTANICAL NAME COMMON NAME SPECIFICATION'S ... ' TREES / / Chinese Pistache 3" cal. min., 10-12' ht. x 3-5' sprd., 0 9 150/ II PC Pistacia chinensis Trunk Full Branching Straightg • 3--"'156 450 TD Taxodium distichum Bald Cypress/ I' 3" cal. min., 10-12' ht. x 3-5' sprd., Straight Trunk, Full Branching O 9111" 40' 360," LI Lagerstoemia indicayl Crape Myrtle Multi -trunk Specimen, 3 Stems min. SHRUBS O I. losing 50� LF Leucophyllum frutescens J SEAL: PRELIMINARY NOT FOR CONSTRUCTION • - 19mlo-Horn s land 2700 PAssocaates ire ark Contra Drive, Suite1eaD _ - _, Dallas. Texas -75251 Tel. No. 972 770-1300 Fox No. (9723 239-3820 Certificate of Registration: #928 PLANTING SCHEDULE - SYMBOL COUNT POINT VALUE POINT TAG BOTANICAL NAME COMMON NAME SPECIFICATION'S ... ' TREES / / Chinese Pistache 3" cal. min., 10-12' ht. x 3-5' sprd., 0 9 150/ 1350' PC Pistacia chinensis Trunk Full Branching Straightg • 3--"'156 450 TD Taxodium distichum Bald Cypress/ I' 3" cal. min., 10-12' ht. x 3-5' sprd., Straight Trunk, Full Branching O 9111" 40' 360," LI Lagerstoemia indicayl Crape Myrtle Multi -trunk Specimen, 3 Stems min. SHRUBS O " 10- 50� LF Leucophyllum frutescens Green Cloud Texas 24" ht. x 24" w. min., 5 aaI min., Full 'Green Cloud' Sage and Matching, 42" O.C. 5 10 50 NO Nerium oleander'Harciy Red' Hardy Red Oleander 30" ht. x 36" w. min., 7 gal. min., Fulland Matching, 48" O.C. 20 10 220 SB Spirea x bumalda'Anlhpny Waterer' Anthoney Waterer Spirea 18" ht. x 18" w. min., 5 gal. min., Full and Matching ht. x 24" w. min., 5 gal. min, Fullklaf 37 10 370 RI Ralphiolepis indica Indian Hawthorne 118" and Matching, 36" O.C. 66 10 660 ICB Ilex cornuta 'Burfurdii mina' Dwarf Burford Holly 24" ht. x 24" w. min., 5 gal., Full and Matching, 36" O.C. 20 1 20 IVN Ilex vomitoria'Nana' Dwarf Yaupon Holly 12" ht. x 18" w. min., 3 gal. min., Full and Branching, 24" O.C. PERRENIALS/GRASSES 80 ST Stipa tenuissima Mexican Feather Grass 1 gal. pots min., 18" O.C., Tri. Spacing -\\. •\\ \\ \�. 145 TA Trachelsopermum asiatipum Asian Jasmin 1 gal. pots min., 18" O.C., Tri. Spacing 935 SY SOD Cynodon spp. Bermuda Sod Tight, sand rolled joints, finished sod to be free of weeds. River Rock to be 1" - 3" diameter, RV River Rock smooth and free of fines; owner to approve rock color prior to ordering. 3" Metal Edge, color to be black or ME Metal Edge green, Metal Edge to be provide wherever a plant bed meets sod. NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALKED OUT ABOVE. POT SIZE CALLED OUT IS A MINIMUM REQUIREMENT. WRATA6VRC R® 300 CONCORD PLAZA DIVE SAN ANTONIO, TE S 210-476-6000 ZIP 78'16 THIS DRAWING IS THE PROPER� OF WHATABURGER RESTAURANTS; LP SAN ANTONIO, TEXAS ND MAY NOT BE USED OR REPRODUC% IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANT LP. SHEET TITLE: LANDSCI PLAN UNIT NO.: 13-027 DATE: 08/30/2010 SCALE: 1 "=20' DRAWN BY: DMY APPROVED BY: LO SHEET NO: L-1.0 1 4" MIN 6" SECTION TREE PLANTING N.T.S. 4" MIN. ris �1 2"X2"X8' STEEL FENCE 'T' POST, 3 PER TREE, EQUALLY SPACED, MATERIAL PER NOTES AND/OR SPECIFICATIONS. O 4" EARTH SAUCER O3 GALVANIZED GUY WIRE; ADD TURNBUCKLES AS NECESSARY TO STABILIZE TREE. O RUBBER CHAFING GUARDS O 4" MULCH PER SPECIFICATIONS U6 ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. 7� PLANTING PIT EXCAVATED 24" LARGER (MIN.) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. O PIT BACKFILL SOIL PER SPECIFICATIONS 9C UNDISTURBED EARTH O1 2"X2"X24" WOOD STAKE, 3 PER TREE, MATERIAL PER NOTES AND/OR SPECIFICATIONS 2C 4" EARTH SAUCER 3C GALVANIZED GUY WIRE; ADD TURNBUCKLES AS NECESSARY TO STABILIZE TREE. O WARNING FLAGS 5C RUBBER CHAFING GUARDS O 4" MULCH PER SPECIFICATIONS 7U ROOT BALL: REMOVE BURLAP, BURLAP TIES,- AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. CE 8C PLANTING PIT EXCAVATED 24" LARGER (MIN.) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. 9C PIT BACKFILL SOIL PER SPECIFICATIONS 10 UNDISTURBED EARTH ON SECTION 4'p MULTI -TRUNK TREE PLANTING BN.T.S. SHRUB PLANTING N.T.S. 04" MULCH PER SPECIFICATIONS 2C 3" HIGH EARTH SAUCER U3 PLANTING PIT: EXCAVATE 12" LARGER (MIN.) THAN WIDTH OF ROOTBALL, W/ PIT DEPTH AS NEEDED TO SET ROOTBALL ® PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. 4O ROOT BALL: REMOVE FROM CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. 5C PIT BACKFILL W/ PREPARED SOIL BED MIX PER SPECIFICATIONS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS PLANTINGS. 6C UNDISTURBED EARTH SPACING AS NOTED �+ + + SPACING SPACING AS NOTED AS NOTED Ml A A 1 1C GROUNDCOVER 2C 4" MULCH PER SPECIFICTIONS 3C BED SOIL PER SPECIFICATIONS O EXISTING SUBGRADE SECTION GROUNDCOVER PLANTING N.T.S. STEEL EDGING N.T.S. , RIVER ROCK N.T.S. O DIFFERENT PLANTING TREATMENTS. 2C STEEL EDGING O BED SOIL. 12" MINIMUM DEPTH. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 4C NATIVE SOIL U1 RIVER ROCK OR LOCAL ROCK O WEED BLOCK / FILTER FABRIC �3 METAL EDGING O ADJACENT PLANTING (LAWN SHOWN; REFER TO PLAN FOR SPECIFICS) • _e �. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. 3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHAL ( BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. 4. ALL LANDSCAPED AREAS SHALL BE FULLY IRRIGATED WITH AN AUTOMATIC IRRIG TION SYSTEM. 5. STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR MAY SUGGEST ALTERNATE METHODS, ASSUMING FULL RESPONSIBILITY FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL °REPLACE, PLANT, OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. 7. PROVIDE A STEEL EDGE BETWEEN ALL PLANTING -BEDS AND LAWN AREAS. 8. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 4" SHREDDED HARDWOOD MULCH. 9. PROVIDE GRASS SEEDING OR LAY SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT. 10. THE CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AD ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MOWING, IL EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT DIES SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. 11. QUANTITIES ARE APPROXIMATE AND ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES AND PROVIDING SUFFICIENT QUANTITIES OF MATERIAL FOR COVERAGE BASED ON THE AREAS TO BE COVERED AND PLANT SIPACING CALLED FOR. 12. ALL DISTURBED AREAS ON SITE NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH SEED OR HYDROMULCH. 13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING LANDSCAPER'S BLEND BY SOIL BUILDING SOLUTIONS OR EQUAL. CONTRACTOR TO MIX 4" LAYER OF SBS LANDSCAPER'S BLEND WITH NATIVE SOIL AND TILL TO A DEPTH OF 8". FINISHED GRADES OF PLANTING BEDS TO B 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. SEAL: PRELIMINAR NOT FOR CONSTRUCTION CIMPI IGmley Horn and Associates, Inc. 12700 Park Central Drive, Suite 800 Dallas. Texas 75251 Tal. No.972 770-1300 Fax No. (972; 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRE SAN ANTONIO, TEX S 210-476-6000 ZIP 78216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND IAAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS�ILP. SHEET TITLE: UNIT NO.: 13-027 DATE: 08/27/2010 SCALE: 1 "=20' DRAWN BY: DMY APPROVED BY: LO SHEET NO: L-1.0 U CL LL I - M EZ �Q � m Z C0 SEAL: PRELIMINAR NOT FOR CONSTRUCTION CIMPI IGmley Horn and Associates, Inc. 12700 Park Central Drive, Suite 800 Dallas. Texas 75251 Tal. No.972 770-1300 Fax No. (972; 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRE SAN ANTONIO, TEX S 210-476-6000 ZIP 78216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND IAAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS�ILP. SHEET TITLE: UNIT NO.: 13-027 DATE: 08/27/2010 SCALE: 1 "=20' DRAWN BY: DMY APPROVED BY: LO SHEET NO: L-1.0 _ .-- -__,.._....._...._,...._...-.._._. _..._ _ - ........_. - _... - _ ._._ ___ _,. _._. - _._ _....-. - F- ._._ -.. - _ .-.._... - _ _..._._. _ - --- _ i I E � i{ f I I LOWES DEVELOPMENT I I f LOT 10, BLOCK 1 ( ff I I SPRING CREEK COMMONS I i I 9ZON N1 8 G: I C-1 (GENERAL COMMERCIAL) OV (GREENS PRAIRIE OVERLAY) i I / -- I I LAND USE:RETAIL i j-=:.=_---:�� I EXISRINIG _�' EXISRNG _....._� &" i"rR Ter? LtAt .36" STORM FIMI')? �1 EXISTING 6" SANITARY i��U_77LI Tr EhI j r ----- i E�XIS=17NC �XISTING 23PUBLI" `ISENEfY I, UTILITY -`�2G' PUBLIC UTILI Y ExIS7NG A=01 045'3 . UTILITY EA.SEMEN T' [J 'JfLl6- R=512.50EASEMENT T I 4 __ _L=15.74SEMENI' � I wI iIIf) i j If 1` I ; CB=S500 17'48" E I i II C= S 49°2'01" E 1205/91 .6' 10.76' 1 I E � _- -- 3/4" 3 1-1/4 M I AIN D ED INE } \ ( PROPOS--_� " 3� 3/4 LATE A1: I s RAIN AND '� 3 4" �1AT. FREEZE L — _ — -- — — DRIP SENSOR ii \ \ ZON LOCATION 7 BUBBLE \ �%K 3/4 1U. 3 3uar (� NEW 1" WATER METER I �• 1`0V a 1" LOCKING GATE VALVE i t 1" DCA BACKFLOW PREVENTER " ( ., SLEEVE 1„ "Y" STRAINER I I M I 4 „ EALIE \ '� 1 DRIP LAT 1 /4 MASTER V f –I T- I 7 I{ CN LO I PROPOSED CONTROLLER McDONALDS I N f ONE STORY HUNTER ICC-1200–PL �,"` N LOT 1, BLOCK 1 BUILDING (P4) (CONTRACTOR SHALL H ALAM ADDITION 4261/181 W - - COORDINATE WITH OWNER I O.P.R.B.GT. W 04 I f N 62 3, 341 SQ. FT. _ Z NFOR EXACT PLACEMENT OF 2 i>s Z f - I BU LER F.F. ELEV = 292'CONTROLLER (` ZONING: d' -I ) 1" I I C-1 (GENERAL COMMERCIAL)SPRING CREEK COMMONS . PRAIRIE OVERLAY)GREENS OV LOT 5, BLOCK 1 I- N Q I RESTAURANT 12 ( 9287/128 0 W I -� W. T ( I LAND USE: RESTAURANT ZONING: I - TRE C-1 (GENERAL COMMERCIAL) N REMAINING W 0) �f I } �- BUBBLE M I I OV (GREENS PRAIRIE OVERLAY) Z �. 0.14 ACRES I Cr) �I H� f0�A2 wKqAwxmE 3 it LAND USE: VACANT o fl o MI a h LOT 4, BLOCK 1 1 W SPRING CREEK Z I Q- Z I� DRIP COMMONS i ,• . \\ �( f I 1.04 ACRES ZONE f 4cq ( I • : I f " 1 � of Il f a 3 ,3 . I J /4" DR TE 6" 1 6" SLCEVE I 1! — — — 1 /4" MAIN LIE , �... f » 3/4" LATERAL,41 3/4" BUB LER IIII I = Al TREE -I I I IIII a NE BUBBLER i J 7 5 a !I I I I I Nj 6 i rs I I I i 5 16 I+( 3/4» 3/4» 3/4» .. 1.. 3/q .... =� "3/4" . .. 3/41111 ._...._- '1�n5 .. �' � J �! 2� •a � 9a =_— —1� � J .. � F t - AS _ � 1. , D . ' ".: 1 �3�,q," •. , , 4..�`_ � ... 4» ' : 5,,1 .. �., 3 4 t, i� Y EA.S ASPHALT PAVING (RIGHT OF WAY VARIES) { GAS — 1( 1 a U it I; FH-b- d' LEGEND H W LL 0 HUNTER PROS-04–CV–MP1000 NOZZLE (REFER TO PLAN FOR NOZZLE RADIUS) O (n Q e HUNTER PROS-04–CV–MP3000 NOZZLE (REFER TO PLAN FOR NOZZLE RADIUS) � I— M_ Q e HUNTER PROS-04–CV–MPCORNER m HUNTER PROS-04–CV–MPSS530 z Z Q ;i < w HUNTER PROS-04–CV–MPLCS515 OR MPRCS515 J ®. HUNTER BUBBLER INST-04–CV–MSBN-10F _ 06 HUNTER ICV-101G–AS CONTROL VALVE m Z O HUNTER DRIP ZONE CONTROL KIT ICZ 101 WITH (40 PSI PRESSURE REGULATOR) © HUNTER ICC-1600–PL CONTROLLER WITH RAIN AND FREEZE SENSOR. FEBCO MODEL 850 1 INCH DOUBLE CHECK ASSEMBLY INSTALLED PER CITY CODE. (REFER TO DETAILS) ® NEW 1 INCH IRRIGATION TAP AND WATER METER. SEAL' CLASS 200 PVC MAINLINE PIPE CLASS 200 PVC LATERAL PIPE PRELIMINAI ®HUNTER PROFESSIONAL LANDSCAPE DRIP LINE MODEL.: PLD -04-18. INSTALL ALL EQUIPMENT PER MANUFACTURER SPECIFICATIONS NOT FUR SCHEDULE 40 SLEEVE PIPES UNLESS OTHERWISE NOTED. (REFER TO PLAN FOR SIZES) CONSTRUCT 1 STATION NUMBER 1 " —VALVE SIZE 10 -- FLOW IN G.P.M. IRRIGATION NOTES wp 1. IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE .ON SITE PRIOR TO CONSTRUCTION. CViw zoo 0 20' 40' SHOULD EXISTING SITE PRESSURE BE BELOW 60 PSI, CONTRACTOR SHALL CONTACT THE IRRIGATION GRAPHIC SCALE 20' � d' LEGEND H W LL 0 HUNTER PROS-04–CV–MP1000 NOZZLE (REFER TO PLAN FOR NOZZLE RADIUS) O (n Q e HUNTER PROS-04–CV–MP3000 NOZZLE (REFER TO PLAN FOR NOZZLE RADIUS) � I— M_ Q e HUNTER PROS-04–CV–MPCORNER m HUNTER PROS-04–CV–MPSS530 z Z Q ;i < w HUNTER PROS-04–CV–MPLCS515 OR MPRCS515 J ®. HUNTER BUBBLER INST-04–CV–MSBN-10F _ 06 HUNTER ICV-101G–AS CONTROL VALVE m Z O HUNTER DRIP ZONE CONTROL KIT ICZ 101 WITH (40 PSI PRESSURE REGULATOR) © HUNTER ICC-1600–PL CONTROLLER WITH RAIN AND FREEZE SENSOR. FEBCO MODEL 850 1 INCH DOUBLE CHECK ASSEMBLY INSTALLED PER CITY CODE. (REFER TO DETAILS) ® NEW 1 INCH IRRIGATION TAP AND WATER METER. SEAL' CLASS 200 PVC MAINLINE PIPE CLASS 200 PVC LATERAL PIPE PRELIMINAI ®HUNTER PROFESSIONAL LANDSCAPE DRIP LINE MODEL.: PLD -04-18. INSTALL ALL EQUIPMENT PER MANUFACTURER SPECIFICATIONS NOT FUR SCHEDULE 40 SLEEVE PIPES UNLESS OTHERWISE NOTED. (REFER TO PLAN FOR SIZES) CONSTRUCT 1 STATION NUMBER 1 " —VALVE SIZE 10 -- FLOW IN G.P.M. IRRIGATION NOTES lamley Horn md Associates, Inc. 1. IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE .ON SITE PRIOR TO CONSTRUCTION. SHOULD EXISTING SITE PRESSURE BE BELOW 60 PSI, CONTRACTOR SHALL CONTACT THE IRRIGATION 12700 Park central Drive, Suite 1 DESIGNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. Dallas, Texas 75251 Tei. No.(972) 770-1300 2. COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TO PROVIDE "Fox No. (972) 239-3820 COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINOR Certificate of Registration: #928 ADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER. 3. THE IRRIGATION CONTRACTOR WILL SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES UNLESS OTHERWISE NOTED. ALL LOCAL CODES SHALL PREVAIL OVER ANY DISCREPANCIES HEREIN. 4. LATERAL PIPE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND WIRES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 18 INCHES. WHATABVRCfI 5. ELECTRICAL POWER SHALL BE PROVIDED WITHIN 5 FEET OF CONTROLLER LOCATION BY GENERAL 300 CONCORD PLAZA DRI' CONTRACTOR. L.I.C. TO PROVIDE FINAL HARD WIRE TO CONTROLLER. SAN ANTONIO, TEXT 6. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF 16 GAUGE, U.L. APPROVED FOR DIRECT BURIAL, SINGIL 210-476-6000 ZIP 782 CONDUCTOR "IRRIGATION WIRE". WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF WIRE CONNECTO THIS DRAWMG IS THE PROPERTY UL APPROVED AND FILLED WITH SILICONE. WHATABURGER RESTAURANTS, SAN ANTONIO, TEXAS AND M NOT BE USED OR REPRODUCED 7. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, WITH THREE INCHES OF CLEAN PEA GRAVEL WHOLE OR IN PART WITHO LOCATED BELOW THE VALVE. USE 10" ROUND VALVE BOXES FOR ELECTRIC VALVES AND QUICK of WH°fATARB�cEDR RESIAUAURITTEN CANTS,E COUPLING VALVES UNLESS NOTED OTHERWISE. D.C.A. SHALL BE BOXED ACCORDING TO LOCAL CODES. 8. USE PVC SWING JOINT ASSEMBLIES TO CONNECT ALL SPRAY HEADS. 9. ALL ROTOR HEADS SHALL BE CONNECTED WITH A 12" MINIMUM LENGTH OF 1/2 FLEX PVC. THE FLEX SHEET TITLE: PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD ON *795 SOLVENT AND *P-70 PRIMER. PRIMER SHALL BE PURPLE IN COLOR. 10. CONTRACTOR IS TO CONTACT APPROPRIATE AUTHORITIES AND LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. IRRIGATION 11. SLEEVES SHALL BE INSTALLED BY GENERAL CONTRACTOR. SLEEVE MATERIAL SHALL BE PVC, SCHD. 40. PLAN CONTRACTOR SHALL EXTEND SLEEVES ONE FOOT BEYOND EDGE OF ALL PAVEMENT. 12. LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO SUPPLY OWNER AND OWNERS CONTRACTOR WITH ALL EQUIPMENT SPECIFICATIONS AND MAINTENANCE GUIDELINES. 13. DRIP LINE SHALL BE PLACED A MINIMUM OF 2" UNDER MULCH. 14. LICENSED IRRIGATION CONTRACTOR SHALL ADJUST SPRAY NOZZLES FOR "HEAD–TO–HEAD" COVERAGE AND ADJUST FOR MINIMUM OVERSPRAY ONTO PAVEMENT. NO OVERSPRAY IS PERMITTED ONTO STREET OR SIDEWALKS UNIT NO.: 13-027 15. IRRIGATION CONTRACTOR SHALL SUPPLY AND CONSTRUCT IRRIGATION SYSTEM WITH ALL MATERIALS AND PER MANUFACTURER SPECIFICATIONS SHOWN ON THIS PLAN. IF CONTRACTOR PREFERS MATERIALS THAT DATE: 08/31/2010 DIFFER FROM THE THIS PLAN, THEY SHALL BE APPROVED BY THE IRRIGATION DESIGNER PRIOR TO SCALE: "=20' CONSTRUCTION. 1 DRAWN BY: HKV/DDN APPROVED BY: LO STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) IRRIGATION DESIGNED: Kim/ey-Horn Associate 5750 GENESIS COURT SUITE 200 FRISCO, TX 75034 PHONE: (972) 335-3580 FAX: (972) 335-3779 CONTACT: WILLIAM S RUSHING, LI #15048 EMAIL: scott.rushing@kimley-hiorn.com Inc, SHEET NO: IR -1.0 10 FINISH GRADE OMODEL PROS -4 WITH 'CV FOR DOOR OPENING OPTION INSTALLED 30 LATERAL TEE OR ELL O4 LATERAL PIPE O5 . HUNTER SWING JOINT HUNTER PROS -4 POP—UP SPRAY HEAD N.T.S. DOUBLE CHECK ASSEMBLY BACKFLOWPREVENTER \� N.T.S. O1 BUBBLER HEAD AS SPECIFIED 0 MALE ADAPTER O3 9" LONG (12 GAUGE) WIRE STAPLE O1/2" FLEX POLY (18" – 24" LONG) TO EXTEND TO TRUNK OF EACH TREE O5 REDUCER BUSHING AS REQUIRED 60 SCHEDULE 40 PVC TEE (S X S X S) �-- INTERIOR OR 1 EXTERIOR WAIL '1 O LATERAL LINE (CLASS 200 PVC) O MINIMUM CLEARANCE BUBBLER ASSEMBLY N.T.S. ICV GLOBE VALVE N.T.S. ©© OJUMBO VALVE :• 0 © (DFINISH GRADE BELL AND GASKET FITTINGS DRIP ZONE MODEL ICZ-1 01 –40 FOR DOOR OPENING TIP FILTER 45 DEGREES\ -- AIR VENT AT HIGH POINT 3/4" 2" 18-24" COILED WIRE 2„ 1" © :• . oNIPPLE -- OF EACH DRIP VALVE CIRCUIT ■ OMAIN LINE PIPE & FITTINGS 3" im V-1 „ -.--0 O MINIMUM VERTICAL !�r.,;.4rw�.�!R.: 3" 3" (�)3/4- MINUS WASHED GRAVEL 2" @REGULAT•' • PSI 4" UNIONS@PVC SUP CLEARANCE NEEDED FOR HINGE PIN REMOVAL CONTROL ZONE 6" 1" SCH. 40 3" 6" 6" 6" 4" o� �o 8" 4" D �_ MANIFOLD m MODEL ICC-1200–PL 4 O CONTROL WIRE IN ELECTRICAL FLUSH CAP CONDUIT. SIZE AND TYPE (LOW POINT) E PER LOCAL CODE 1$ 5 0 3/4" POWER SUPPLY CONDUIT J–BOX INSIDE CONTROLLER U1 STANDARD VALVE BOX CONNECT PER LOCAL CODE - - DRIP TUBE, 4" MAX.—/1" SCH. 40 MANIFOLD FROM CURB TYPICAL 0 FINISH GRADE _ PVC TO HO';F-7:: *NOTE* COMPRESSION ADAPTER CONTROL VALVE MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. OREMOTE MODEL ICV ACCUSET CONTROLLER SHALL BE HARD–WIRED TO GROUNDED 110 or 220 VAC NOTE: SOURCE. 1. INSTALL FLUSH CAP/AIR VENTS AT HIGHEST AND LOWEST POINT. O4 WATERPROOF CONNECTORS(2) 2. STAKE DRIP HOSE AT EVERY 3RD EMITTER. 3. USE HUNTER INSERT FIITINGS FOR DRIP .CONNECTIONS O 18-24" COILED WIRE 'CPLCONTROLLER TYPICAL DRIP IRRIGATION INSTALLATION DETAIL O SCH 80 T.O.E. NIPPLE N.T.S. N.T.S. 8 7U MAIN LINE PIPE & FITTINGS O8 BRICK SUPPORTS (4) O 3/4" MINUS WASHED GRAVEL - 10 PVC SLIP UNIONS SECTION VIEW ©© OJUMBO VALVE :• 0 © (DFINISH GRADE BELL AND GASKET FITTINGS DRIP ZONE MODEL ICZ-1 01 –40 1/2' TIP FILTER 45 DEGREES\ -- Q - • • CONNECTORS 3/4" 2" 18-24" COILED WIRE 2„ 1" © :• . oNIPPLE -- °�� ►���► ■ OMAIN LINE PIPE & FITTINGS 3" .,,,a•r-ys „ •' ,r ..ate ►�r�lj�".±fl>''rv�M.�.r� vf,�,+.+li�'�y„�I�.,r..+Iri..��.:,.. ,��„ T^.+�MR !�r.,;.4rw�.�!R.: 3" 3" (�)3/4- MINUS WASHED GRAVEL 2" @REGULAT•' • PSI 4" UNIONS@PVC SUP ICZ 101 DRIP CONTROL ZONE N.T.S. 4" MIN. CI FARANCF PAVING PLAN VIEW 12� 24" MINIMUM TO FINISHED GRADE 18" MIN. 24" MAX. — PVC CAP (TYPICAL) NOTES: 1. ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE. EXTEND THE SMALLER SLEEVE TO 24–INCHES MINIMUM ABOVE FINISHED GRADE. 4. MECHANICALLY TAMP TO 95' PROCTOR. PVC PIPE SIZE SOLVENT WELD SCH. 40 FITTINGS BELL AND GASKET FITTINGS SOCKETED PIPE 1/2' 2" -- 2" 3/4" 2" -- 2„ 1" 2 1/2- -- 2 1/2" 1 1 /4" 3" -- 3" 1 1/2" 3" 3" 3" 2" 4" 4" 4" 2 1/2" 6" 6" 4" 3" 6" 6" 6" 4" 8" 8" 4" ELECTRICAL WIRING TO BE INSTALLED IN SEPARATE 2" CONDUIT FLUSH CAP (HIGH POINT) PROFESSIONAL LANDSCAPE DRI LINE INSERT FITTINGS PVC LATERAL OMAINLINE, LATERAL AND WIRING IN THE SAME TRENCH 0 MAINLINE PIPE U3 LATERAL PIPE O WIRING IN CONDUIT O5 TIE A 24–INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30' OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. OALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. OALL SOLVENT WELD PLASTIC PIPING TO BE RAN IN TRENCH AS SHOWN. ORUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10 -FOOT INTERVALS. SLEEVE DETAIL SLEEVE SCHEDULE IRR/GA TION DESIGNER: N.T.S. I N.T.S. Kim%y -Horn & Associates Inc. 5750 GENESIS COURT SUITE 2{00 FRISCO,TX 75034 PHONE: (972) 335-3580 FAX: (972) 335-3779 CONTACT WILLIAM S RUSHING, LI. #15048 EMAIL: sFott.rushing@kimley–horn.com SEAL: PRELIMINAF NOT FOR CONSTRUCTI IGmley Horn and Associates, Inc. 12700 Park Central Drive, Suite 1 00 Dallas, Texas 75251 Tel. No. (972) 770-1300 Fax No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRIy' E SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, ,LP. SAN ANTONIO, TEXAS AND mAy NOT BE USED OR REPRODUCEDIIN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS, I W. SHEET TITLE: IRRIGATIO DETAILS UNIT NO.: 13-027 DATE: 08/31/2010 SCALE: 1 "=20' DRAWN BY: HKV/DD APPROVED BY: LO SHEET NO: IR -2.0 d- U W UL. a. Q OCf) >-- M I'"' Q �z�� D �_ 06 m = SEAL: PRELIMINAF NOT FOR CONSTRUCTI IGmley Horn and Associates, Inc. 12700 Park Central Drive, Suite 1 00 Dallas, Texas 75251 Tel. No. (972) 770-1300 Fax No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRIy' E SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, ,LP. SAN ANTONIO, TEXAS AND mAy NOT BE USED OR REPRODUCEDIIN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS, I W. SHEET TITLE: IRRIGATIO DETAILS UNIT NO.: 13-027 DATE: 08/31/2010 SCALE: 1 "=20' DRAWN BY: HKV/DD APPROVED BY: LO SHEET NO: IR -2.0 | !` 'F----- -----1 �--------------------------------------------l—1 | / | L0YN�S HOME CENTERS, �C LOT 18. BLOCK 1 - { � i | | SPRING CREEK COMMONS EXISTING IJ'CROSS ACCESS | | ZONN& \ . - -A----' 92871126 - u-� (u�m � 9/22/1644 /-OV�""-�~^—PRAIRIE u,cn�^6 LAND USE: RETAIL c« ^« ` ' , '* W*uE/LmE ' ' � STORM SEWER 141 --'£XYS TING 6"3AAr-` _--~-2�7-- / �c'�n | -~ . . A --O I045 R=512.501 04 PC z NO S8 RI TA <IV PROPOSED-/// `\ 25 TA EkISTING 20' PUBLIC� DRAINAGE� .ILITY EASEMENT EASEMENT S� /-2871128_ 52LF Z| --------=" | .' ^~ - -- ' | - ._' ^ ! ii TD CV PROPOSED .^'.`_ .. IVN\/u/' -- | --~ ) ~ | ~ '~ co' -~, '/ �/ ^' PROPOSED \ / | ' CARG COLLEGE STATION, INC. ' | ��~~ ~'^~^' v '|/ | LOT l. BLOCK 1 | '~ BUILDING (P4)| ALAW ADDITION 4201/181 -- -~ .���� �� F� / ' [\[!R.8.CT. --- ZONING:F.F.ELE,' - 292"C-1 (GENERAL COMMERCIAL) L)SPR1N8 CREEK COMMONS PROPOSED USE. OV (GREENS PRAIRIE OVERLAY)f�TAURAVTLOT 5' BLOCK 1 928' LAND USE:REBTAURANT ZONING: ` E - - MMERCAL) � | __ OV PRAIRIE | . ^- mwwwmwmm� -' LAND USE'VACANT ~- I�~ ` � �"xw� ^* LOT 4, BLOCK 1 � ���� ��U/ [ U| U� SE 29 4U 8RAnIUCOCAIE 20' CITY OF COLLEGE STATION LANDSCAPE POINT CALCULATIONS TOTAL AREA OF SITE: 46,181 300 POINTS REQUIRED PER 50 LF OF STREET FRONTAGE 1,188P I� rs I CANOPY TREE REQUIRED PER 25 LF OF FRONTAGE (198 125 LF): 8 TREES RE I QJIRED POINTS PER PROJECT AREA: 45,496 SF 11,000 X 60 2,730 PO i 11� IS TOTAL POINTS REQUIRED: 3,918 Pbil� -S 10% DEDUCTION FOR TEXAS RLA PREPARING PLANS: -391 POIN TOTAL POINTS REQUIRED FOR PROJECT: 3,527 POII TS:11 TOTAL POINTS PROVIDED FOR PROJECT: 3,530 PO[ I, ITS ~COMMONS 1. 06 ACRES 01 1 - /PC\I | `= -~ ' . / .ST PROPOSED 14 FLAG P%E/ SIGN ~ Cun/R*u'Ox m EXISTINGm �o�*/� �u|xv� �x*mo- UTILITIES PRIOR TO DIGGING '~ TREE LOCATIONS SHOWN~MAY "EE" TO BE ^uvvS/cu IN THE FIELD. TREES MUST STAY OUT OF THE SYMBOL TAG KIV/ . -_'.._-_ PIPELINE ^.~E.^~,. .."°E,E" THEY MAY POINT BOTANICAL NAME A E SPECIFICATIONS TA oc LoC^/co IN THE ruuuc u/xLI// EASEMENT 51 t 7�` TREES ''-_-_--- ~` ' _- -_ Straight Trunk, Full Branching TREES" 4 NON -CANOPY -- - moo. VidepHorn and Associates, In& 12700 Park Central Drive. Suit -80C Dallas, Texas 75251 Tel. N61721�770�44300_ Fox No. 72 39-3820 Certificate mRegistration: #928 300 CONCORD PLAZA DRIVE SAN ANTONIO, TE�AS 210-476-6000 ZIP 7811916 THIS DRAWING IS THE PROPER OF SAN ANTONIO, TEXAS AND 'MAY NOT BE USED OR REPRODUCED IN THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTI�, LP. cal _ -31 ' Straight Trunk, Full Branching CANOPY TREES to pec _ _ SHRUBS'Green Cloud' Sage i and Matching, 42" O.C. 66 5 10 50 LF E^^S,"," 2u /o/& -- EXISTING ^~ PUBLIC UTILITY~ ' yj Full -- and Matching, TING 20' PUBLIC V, EASEMENT 92871128 AND EXIS EASEMENT 9P?61104 15' WELLBORN S.U.D. UTILITY EASEMENT Anthone Na rer 18" ht. x 18" w. min., 5 gal. min., Full EASEMENT (92811215) 7581594 20 10 220 SB Spirea x bumalda 'Anthony Waterer ly to -EXISTING 15' PUBLIC ROP ^^ `------- -------l--- - -- "'""''.E4^EAi^',' / ' '� ' � i' / ' - /'� ^� =p ' -' EXISTING 25' UTILITY EASEMENT / ��'- ,' .\ -��- -«`,'} ' _- ---� - �� ------- `�'(� ' !` - ~�/ Indian Ha Irthor _ 945/J9'-7� � �and Matching, 36" O.C. 296 66 10 660 ICB Ilex cornuta "Burfordii Nana' Dwarf Blur ord Holl'), Matc ,' OF THE PARKING AND THE EXISTING ELEVATION -'_' AT RIGHT OF. WAY, NO BERM HAS- BEEN PROVIDED. SCALE: 20 1 20 IVN I lex vornitoria 'Nana' Dwarf Ya �� ___ ~_ '� . ~�� `-� ~~ - - � ' ' -- _ -" -_~ DRAWN BY:' PERRIENIALSIGRASSES APPROVED -' '- __ - _ -- _ _ ' _ ./ 'ather 8�ass I gal. pots min., 18" O.C., Tri. Spacing 80 ST Stipa tenuissima Mexican, ----- -.......... '..... ----�-7yr--- ---~ ' STATE ���NGHWAY �~� FROIN N ��kN °�/��� Ruo N 0 . 0 N N ��v � �-��n�*�N��. 755 TA Trachelsopermurn asiaticum Asian Jas nin 1 gal. pots min., 18" O.C., Tri. Spacing �-���=�'N'\ 03��Y | | | SOD|�vn��oOepp' |�ern�ud�J"* ''�"^'=" i || |�| ''"rolled »""""' finished sod ACOUAI -r r3AX/1K1f_% 01f"_'1,U`r r% IAIAX/ X/AE311=0 I . : .'] I : in ho frizim nf wimark 'ME Metal Edge - NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALLED OUT ABOVE.^ - 3"Metal Edge, color tobeblack cx green, Metal Edge tobe provide wherever aplant bed meets sod. / OUT |S A MINIMUM A. A D ,D , a p 1> D rx LL0k1 HOME ENTER$, INC. p ( 3 • I a D - p 1S LOT, 10, I> D ( D�' Q ' ( p Q .. SPRING. CREEK COMMONS D 92&7/128 p j> EXIS77NG 23' GROSS ACCESS ZONING: 4 .. 4 . �' ( fel EASEA FT 92 a/fz8.8c a D A p ( D / '1 GENE T. �Mt+r RGIAL�• { . / •f�( 9P2/1 4 ©' -- -- 286- -- \ , � �� �� 0� S PRAIRIE O�IERLA) ( \A I ;� j'I! �, ��b LAND USE: RETAIL r2O' X15T1NC' — '° FXISTIAf p� -� - D -- .i p A7l=R ltNE I 3C —8M SEWER6" EXI�N `p ' I -287 - \ U U � ( ( / / EXIS77NG o �� Z Z d TILITY• ` Olt 20' PUBLIC EXIS77NG i =01 45 3 t- g U77USEMENT GRADE AT - LANDSCAPE AREA !? NOTE: PROVIDE. EXP. JT, IN CURB AT SLAB JT. LOCATION #3 AT 18" O.C, 1 EACHWAY 1 il.11!_+ ATE HIGHWAY 6 L tEASEMENT'' ` :k:4' s :�j� �� `�1�!i \� �. \� fir, `,f` \i �' VIP D. 20' PUBLIC R=512.50 0= 9287 128 / f = ( �/, � . i� ,�, r�\�� � �.�;�\ /t\ � (NOT TO SCALE] Uh(I TY EASEMENT . ► li- n -> / I / I f 9287/:2�o D° i='P5.74 • � • A � 287/:28 _� ,.%- _:,�-m ;��� M � >i:::=..:r2 , •-D:-_;.,.,v,.., _ w-,r�; •�� .:..,c �.�,== w ",'.'i, .'S,�q•:� T'cG•".•a�'-ma�yy}} fic . .yg' �, � ,.c yF ,.. +2. d A vy ni d•'w`K rf.a. 4 q Li •. it ^3• et d L=-.0 V + i k �'• REQUIRED SARIS CYCLE RACKS U RED •.K ` � �•_<, � � .• ' ' Ly - -.. _ .0 - >t - '+�- .Ori Y . •:•t3" /� ,-? � S- T Nn '�bc,�•-+t�y>v` "V-?a`Y�'.`r' }� Y .> i,. :,!"nom 2"• •J � '.. - ro - _ .,�•• na_, x .. � > .,, ... •� _ ,_ . � . m �� ._. ,r<.. . � _ ti. - � •- �^ 'y : ' " . .. - �'-_;.:�,----,:� �:xr��".,;.•,'-r,X.✓.J-.�.� .',4�a..•.-.,.'.. . .M.yy . _`,",.s.z��cr-c•..Y�. �Y'G'-1.••..:.r"..r„ .. ..^�. -,$ - , ,Sna�� � `3��'c..t:f•,4.•.x.> ....ry%E.0. Nz..r•ur„ •.�i_.•�.cey.�.Rr.._ w”.-A�.�eS't`. x ,ve-l-F•> :'•:r_f:ces+.-- r ` , .. �. ''w+r�'3'•,_:L�>,,%�„ ,..r. ., •j,� ::.- -. :•-i�r.a.nwyw.:� .r,^.,. .. .'ey,t'1a ,%s��>. "JC'`,: " s. tl w9,t. ^Y,'...+., -,S .:s�. ,. .r, < .� •,Y as�> r -r. - .K.. :,.-. . ' t,v.i , -3. . f,.�4y`" , a .__�-,. Yls a,. `�lt.:,t„'i �(J' .' /'.'''''��iuce•r:n><F.l.,."•' %_e_.„-_1 -• '.-5i '-',•r!�+'{r! ` Jbs's.=..,:-„-, i ..>.'m �.. _ ,.,<. ��',-i '.�:k,�' -�.�..�.�'��_.-` .• ,. �-�%.i :,.. �...+..:_ .tf.rj'�N�. .�,N-,9f-s:•?:K��'` .a.J.s..s.;•' ;_. cC.'a.k._.,Yc..D.: .} • '9. �_ a': _ e. + ->,, %„Su�Q_..,� '..•. A• Y � :: ✓,mo_•i CV6'J rs4 '•;>, x- D , a SAR 2103 5 -BIKE E 2-318 9-GUAGE, SC`H3�E:QDdUI LPAVEMENT E 40 PIPE VENDOR INFORMATION MEN, .TH CKNESS R R ERENC y �., . SEE PAVING _ PURPOSES ONLYCU SECTION DETAIL PLAN MOW fiN— =0 N.T.S.FAWN, r � , M_m” .. _ /x - .,�” `.J•` s2t �.' g t. '•Sr' .. �i p •y- ,,,� ,.�• �h > T Tai.. x Fv% `� 7 - 1. rE•; .s .7�+.+?'a• "�!F_ ��`r.• r -•pals',.. SUS . •'-x-d. : r. =' - 6 rt.y v.,y. • i ^•4 • t,•- �'•Y •> ,_. .r A$L0 f �'� ��• . t• NOT . • PROPOSED NOTES 10' . WATER - EASEMENT N l / p ' 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE t L _ Z S 4845'32° E �s �q ' "~ Q " / SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM CV € `y a I / ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150` OF a 28.5 �� 0 a= 6 WATER ME'F1;RS 1S77NG .20' P(3B C I> a THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. a p 2`� 93 t177UTY EASEMEIT A 0 00, ( 3 t 9D87/12$i Z9-1 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED W PARKING LOT ISLANDS,1D SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,Z ] 1807: . , o/ # RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING 9 I I .7.00' d " '�` / / D a CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE ROCK 9 s - w C N �-- � I R / o 12.4fi',ri �t 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE O VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW - — I ''� I O' ` o -- 9 v N / / D DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS c •;2x 6 X 6*X .yrs' SQUARE Lr _ _ a• Z� 0 828.00'(( a PER CITY ORDINANCE 2394. T� :FLJ4tNl3S t,1QtiNTIINCi PITA W (I s ,�l-°' a I A ' : uI06r.n.10UNTiiNG !Is PAD MOUNTED ('Idyl o / I N 7' p . D p 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON TRANSFORMER (� o / ( INSTALLATION AS PER CITY ORDINANCE 2394. Y ,i f ,I / I I p D 5. SIGNS ARE TO BE PERMITTED SEPARATELY. r - ( p _ BICYCLE CK )ETAIL 20.00' / v BLOCKI WA 0�' d 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF N I, I . (2 M1 X. iy Q SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT cJ II / ET,ALNIN CO D •D SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO , CABG COLLEGE STATION, ING FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES FLOODPLAIN I I `" 23 (}0' ` _ OIyE STORY ( I j �'� N p LOT 1;• BLOCK 1 • WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF L DESCRIPTION BUILDING �P4} T ¢ I ( ALAM ADDITION 42,:131 /181 A LIGHT DIES NOT CROSS ANY PROPERTY LINE. SUBJECT SITE APPEARS TO LIE 3, 325 SQ FT D A.. O.P.R.B. T WITHIN ZONE "r ACCORDING ALL THAT CE� IN LOT, ITRAG € DR PARCEL OF LAND BEING 1.06 ACRES SITUATED cn { I 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO ,,� to ti ZONING: • TO FIRM MAP N0.48041CO205 D IN THE ROBE STEVEN t�N CUE. ABSTRACT N0.54, BRAZOS COUNTY, TEXAS, ' I i F.F. ELEV. = 2� / ' Y ( VEHICULAR LOADINGS. SI , d) o I a t'+i C-1 GENERAL COMMER8AQ. p EFFECTIVE DATE AND BEING A RT OF L 4, 8 TOCK 1 OF'SPRING CREEK COMMONS, PHASE 4 SPRING CREEK COMMONS PROPOSED +�" I �iay�) 1 r oV (GREENS PRAIRIE OVERLAY) FEBRUARY r / oo to { 8. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR 2000 AND 5, OF REC RD IN VO LIME ? 287; PAGE 128, OF THE OFFICIAL RECORDS OF LOT 5, BLOCK 1 g�. ( (�( RESTAURANT I tl I o LAND 'USE: RESTAU ANT A BRAZOS COU TEXAS SAID .06 ACRE TRACT BEING MORE PARTICULARLY 9287/128 Z ( W I ,29 I o + j A p RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. DESCRIBED t3 ETES BO NtkS'AS FOLLOWS: ZONING: �'1 t'+ p"� C-1. _ -COMMERCIAL) I N QI ( f I " a u ( I � \ tl? 9. ALL SANITARY SEWER'LINES TO BE SDR 26 PVC PER ASTM D3034. 8" FIRE P ROT ECTI O N BEGINNING AT 1/0 IRO I ROD 'WITH CAP SET FOR THE MOST SOUTHERLY { } � �- >- LINES TO BE A MINIMUM OF 0.40 b. _ _I _ _. _ ::_ NORTHEAST RIGHT-OF-WAY LINE _-_ _ _ v - _ - _- - _ I_ _ -- CORNER SAID ORNER B ING LOCATED IN THE OV G l�S PRAIRIE OVERLAY} ( I _ __ _ o :- I FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED , ,,REE � _ -g� _ w p _ _ ,_. _ - Z aQ D " " - i OF STATE Hs AY 6AN BEI THE,SOUTH CORNER OF SNDfiOT 4, BLOCK 1r - - LAND USE: VACANT o p Co t 4 BY THE G17Y, AND D3RK17ES MIIST HAVE AN A..L iIVEATHER I � �I ZONING C-f%OJ" ", V a 10. WATER LINES 4 -12 SMALL BE PVC WATER P1P£ AWWA C900 (DR -94) 1 LOT 4 BLOCK 1 I Q CLASS 305. WATER LINES 3" AND SMALLER SHALL BE TYPE K COPPER SURFACE BEFORE A BUILDING PERMIT GAtd BE ISSUED. SAME BE1NG7 MOST STE Y CORNER OF LAT 1, BLOCK 1 OF THE ALAM 11.54'* a 20.00' 20.00' 20.00` 2 .00' # D TUBING. THE BUILDING TYPE Is "VB" AND.IT WIU• HAVE A ADDITION OF CORD IN IOLU E 4261. PAGE 181; PROPOSED (� �� �( SPRING CREEK p 0.54'* COMMONS ` lam, ( SPRINKLER SYSTEM. THENCE N 49°1 '22" W, ALONG tHE NORTHEAST RIGHT-OF-WAY LINE OF SAID p PLEASE SEE THE FIRE FLOW ANALYSIS DATED STATE HIGHW 6 AND THE SO HWEST LINE OF SAID LOT 4, BLOCK 1 A PUBUS. 17.00' ( 23.00' 34.92' '06 ACRES I 15.54' t1 rn EXISTING * * (j DECEMBER 07, 2010 FOR ADDITIONAL INFORMATION. DISTANCE flF 8A0 F 70 A CALCULATED POINT FOR THE MOST WESTERLY TY * } j v N ' Gi ( i( TRANSFORMER p Q A� CORNER, A 1 IRON ROt1 WIT CAP SEF FOR THE MOST WESTERLY CORNER OF -EASEMENT cv Ll ( u i SAID LOT 4, BL CK 19 S N MV2r W A DISTANCE OF 26.50 FEET; DO NOT ao I f��' �" 2 .00' 4�' m -: �. 40 6` ¢�Pd I I' THENCEN4i° '29"E,A STANCE OF 198.17 FEETTOACALCUTATEDPOINT FOR -" „ „ 6' T" I A" AN INTERIOt2° RNEa, � ENTER BIKE RACK {5) ( C.i D THENCE N 48 '3r w. A KIST CE OF 26"50 FF.ETTO A CALCULATED POINT FOR ¢ ( TRAFFIC IMPACTANALYSIS / I SIGN I p ' i I I t Qs� I e - 2 4 „1 n OF SAID EXTERIOR 4; RNER, Sr D Cflt2NER BEING LOCATED IN THE NORTHWEST LINE 34.54 * .`Z D PptEtANE NOPAfiIpNCa TOW AWAY7ANEuv Noaaaw NOT REQUIRED FOR THIS SITE I"OUND LOC. 4'S4�'� � d /r•• I u � � � -: D THENCE N 41° 129" E, ALONG I E NORTHWEST LINE OF SAID LOT 4, A DISTANCE OQ o ( ( 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4"WHITE OF 25.50 FEET O A CHIS -ED! IN CONCRETE FOR THE MOST NORTHERLY DIMENSION—~ - . f N ( �( LETTERS STATING "FIRE LANE NO PARKING LINE TYPE LEGEND CORNER, SAID RNER !NG HE NORTH CORNER OF SAID LOT 4, SAID CORNER j ,. Oyu i f �- • 't' S �,� 293 I / � D A TOW -AWAY -ZONE! BEING LOCATE IN A SO M ST LINE OF LOT 14, BLOCK 1; O qq Q W 'JNDwd cw 3NV73MEd 3N0Z-&MV MOL £$,HMiVd ON 3NV I BUM 2g3 O' q O Z - o MONUMENT I FLAG POLE &i q' �y a �, _ _ r 6" CURB AT END �, ( ( ci -' in o STEPPING S, IES 41V q�, tio' SIGN OF DRIVE AISL,, w Eto Z * d EXISTING 20' OLE N -PIPELINE E$€MN_T_4..0 FRONT JRO. N_ T oho 32 YSETBACK FIRE LANE MARKINGS � / - ( 93 294 - _..5 9__ . - D T -a -- I 2 B SERIES 294 _ __ __ _ 295 ^_.._-.._.._._._._-_-.---_-_..,-_ -I- � w A -.- , _ .. - GAS GAS GA I G`tS ! d 1/8" _ _ _ — _ — _ _ _ .. GAS GAS - GAS GAS`-�-•�•-- GAS p' " GAS _ - r - _ _ _ _ _ _" 20' PARKING _S CK _ _ _ _. - _ _ _ . - - _ - _ _ - _-C i _ ._ 2" C SERIES . DESIGN TEI7 -- ._ --.--__...._.......__. --.._ - __--.---_ -- - r � _.,t _ COMAS — COMM _ —COMM COMM _ CO — COMM'-----'--"�CQMM — `" — N D D _ _ —COMM cpmi Comm --- -- "coMMo�+ j \i-� ��6, EXISTING A PARKING 2" c SERIES 0 M COATM —COMM �� COMM COMM; --- - -- -COMM C E HYDRANT 1 112" COMM CO COMM OMM COMM / •. -COMM _ — — ' �� — ' Y 2" _ ES Lee C SERI / 9mT _ . _ r -_ _ _ _ - - - - -_-, - -�—�-_-�p _ - � .5� _ - s . � _ ._ GAS`' _ � � - _ r y,� - � - - �" _ . 21/2" .� �E _... —_1iA w�r.,w �'� �� � �� w. w��t � � �..r�,� ��t. � � !..� , ��•�_�rt f':� `; -' • •-.- _•�,��..� 1, r -' _,,. -�' N�CJ'22" [9L7.0Q' ��_ ----�— t�iE /'��. �;`-� SIGN +" r` iIHE 6Hs BtlE i! d fti: T - s DN6 D"E '� / - ;,- if, " U POLE A SIG £ MOUNTED INA CONSPICUOUS _'`' ����� LOCATION AT EACH ENTRANCE TO THE PROPERTY ---297—_ _ - --_._- - _ _ „ r , � FIRE LANE DETAILS .r r E'�jSFtNG 15' -PUBLIC U77LITY / N.T.S. -� EXIS771VG 20 7U EASEMENT 9287/128- AND EXISTING 20 sPUBLIC N r ' EASEMENT 91 6 104 . _ (.�.:, r� _ : / V .. .: Fri• .... WELLBORNS.O.D.` ll77UTY EASEMENT ' � �V, �, : G ,.� r, t . ED BOUNDARY LINE - - - - - - - EASEMENT LINE -- -- SETBACK LINE 6•• w EXISTING WATER LINE & SIZE 6•• s EXISTING SANITARY SEWER LINE & SIZE 36t' sD EXISTING STORM SEWER & SIZE GAs — GAs EXISTING GAS LINE COMM F.JCtSTlNG COMMUNICATION LINE CHE EXISTING OVERHEAD ELECTRIC LINE EXISTING CONCRETE PAVEMENT ' "•''` - �:'- EXISTING FIRELANE — —634— — EXISTING CONTOURS EXISTING CURB EXISTING RETAINING WALL =46.180 SF .(1.06 AC) "r PROPOSED FIRELANE DECORATIVE STAMPED CONCRETE PROPOSED CURB PROPOSED BLOCK RETAINING WALL_ _ V N :ASEMENT (9281/215) 758:594 --EXIS77NG 15' PU$UC Z = t — — — — -297 — — unU % " ^ - if^ s ; �.. I, >: ENGINEER / SURVEYOR: TYEA•'sEtGlENr j�,,;. ,.. r- , BENCHMARKS THENCE ALON A CURVI NTH NORTHEAST LINE OF SAID LOT 4 AND A -- EX1S77NG 25 U11Li" EASEMENT JE OF SAI LOT l0, IN A CLOCKWISE DIRECTION HAVING AN ARC OV PRAIRIE rz. 4 FEET, A I S OF 512,50 FEET. A CHORD BEARING OF S '` 945/391 ._._, .._- � - -• -296 ~ ---• --' -- '" � � �s/ .f`�,>`�, a«� `'- •�- � � J / / � ,� A CHISELED i"X IN CONC F OR THE END OF SAID CURVE; =46.180 SF .(1.06 AC) _.._ ,... EXISTING STONE -----4 =3,325 SF (0.076 AC) THE SOUTHW LINE OF SAID LOT 10, BLOCK 1 A DISTANCE OF 216.45 FEET TO A HIGH—PRESSURE PIPELINE(S) 11r IRON ROD ,� — 4 __ --- RIP -RAP-- = 22'-O" BEING THE EA, I r CORNE OF NID LOT 4. BLOCK 1. SAME BEING A SOUTHERLY I— EXCA1/ATL01 AI�ID,�QR GOAISTf1rCC IL0_N _` _ _ - - r- - - --- - - - -- - _ - - - - a OF SAID LOT, 1, THENCE•s 43°'I A _ _ _'_� _ - _.•- --._ -- -�' 5.82 FEET TOT iE PLACE OF BEGINNING AND CONTAINING AN w AREA OF 1.06) FROM ENTERPRISE PRODUCTS COMPANY - 298--� _ Q1 }ATA TABLE . (PARKINI & DRIVES) BLDG. PER. -- _ - `_= _ __ _ _ _ _ _ __ _ �'�'r' WrATInm ISLAND PA THENCE ALON A CURVI NTH NORTHEAST LINE OF SAID LOT 4 AND A =C-1 "GENERAL COMMERCIAL" "GREENS SOUTHWEST L JE OF SAI LOT l0, IN A CLOCKWISE DIRECTION HAVING AN ARC OV PRAIRIE LENGTH OF 15 4 FEET, A I S OF 512,50 FEET. A CHORD BEARING OF S OVERLAY DISTRICT" 50°1 r48' E, AC IORDL9 TH F 15.74 FEET, AND A DELTA ANGLE OF 01'4636*, TO =RESTAURANT W/ DRIVE THRU A CHISELED i"X IN CONC F OR THE END OF SAID CURVE; =46.180 SF .(1.06 AC) THENCE S 49° '01" E. AL NG THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1 AND =3,325 SF (0.076 AC) THE SOUTHW LINE OF SAID LOT 10, BLOCK 1 A DISTANCE OF 216.45 FEET TO A = 0.072 11r IRON ROD VITH CAP ET R THE MOST EASTERLY CORNER, SAID CORNER = 22'-O" BEING THE EA, I r CORNE OF NID LOT 4. BLOCK 1. SAME BEING A SOUTHERLY = 40'-O" CORNER OF D LOT 10 LOCI 1 AND BEING LOCATED IN THE NORTHWEST UNE 1 TH1 ALAM ADDITION; = 7'-5" OF SAID LOT, 1, THENCE•s 43°'I LOCK '271VII.NG 14E SOUTHEAST UNE OF SAID LOT 4, BLOCK 1 AND THE NORTHW T UNI= O SAIC LOT 1, BLOCK 1 OF THE ALAM ADDITION A lN — --34- SPACE-/fi{i0=.,�SF�_-- DISTANCE OF ' 5.82 FEET TOT iE PLACE OF BEGINNING AND CONTAINING AN - 34 INCLUDES 2 HC SPACES) AREA OF 1.06) RES OF I( 4ND, v10RE OR LESS. =1'1,230 SF ONSITE 'PA SITES }ATA TABLE ffid�IN 12700 PARK CENTRAL DRIVE, SUITE 1800 DALLAS, TEXAS 75251 TEL, NO.: (972) 770-1300 FAX NO.: (972) 239-3820 CERTIFICATE OF REGISTRATION # 928 CONTACT: HILLARY KEIL VONAHSEN, P.E. CURRENT ; ONWG =C-1 "GENERAL COMMERCIAL" "GREENS OV PRAIRIE OVERLAY DISTRICT" PROPOSED USE =RESTAURANT W/ DRIVE THRU LOT AREA =46.180 SF .(1.06 AC) BUILDING :: =3,325 SF (0.076 AC) LOT COVED WE = 0.072 BUILDING' I- DGHT = 22'-O" FRONT YAC SETBACK = 40'-O" SIDE YARD SETBACK, = 7'-5" -REAR yRI SETBA RKN PAIG QUIRED- !. lN — --34- SPACE-/fi{i0=.,�SF�_-- PARKING 1 i" I 0VlDED - 34 INCLUDES 2 HC SPACES) LANDSCAP1 4G =1'1,230 SF ONSITE 'PA NG = 27,812 (0.64 AC) . (PARKINI & DRIVES) BLDG. PER. ETER W, LK =1,387 SF ISLAND PA ANG =121 SF CURB t"•" =1,449 LF DRIVE -IH J STACK NG PROVIDED =7 DRIVEWAYJ 4 :yam*,�• .* N r{N.. NNNfN:� HILLARY VONAHSEN ••N•NNN•NIN•N•NNNNNN 103601 ••� T - Ti is i Y. -t h :1 12700 Park Centmi Drive Suite 1800 Oda%-rm= 75251 TeL No.(9721 770-1300 Fax No (972).239-3820 Corti&ate at Reglstrotrom P28 300 CONCORD PLAZA DRIVE SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS ORAWING IS THE PROPERTY of WHATASURGER RESTAURANTS. LP SAN ANTONIO, TEXAS ANO'MAY NOT SE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURAN S. LP. UNIT NO.: 13-4', DATE: 12/07/20 ..SCALE: 1"=20' DRAWN BY: H APPROVED RY NOTE APPLICANT: SHEET NO: • DIMENSIONS SHOWN ARE TAKEN FROM Whataburger Restaurants, LP EPLAN . rw w _ San Antonio, Texas 78216 MASONRY LEDGE. 300 Concord Plaza Drive c DRAWINGS ©R (EXACT DIMENSIONS OF ON STATE HIGHWAY � FRONTAGE ROA � Tel. Non:(21aryCa 6615 iNHATABURGER ('� WATER &SANITARY BUILDING FOOTPRINT. Fax No.: (210) 395-6625 i , I �!�• V Contact: Mary Casdlle SP ING, CREEK COMMONS.. ASPHALT PAVING {RIGHT OF WAY VARIES} _ SEWER DEMANDS NATE ARCHITECT: � a $r _ �HAAr�ttltecturelDevelopmerlt LOT BUCK 1 1 08 ACRES t �r DEC 13 2010 Fja 14110 Dallas Parkway Suite 300 y s " Dallas, Texas 75254 • PHASE 4 & 5 1/ L U M E 9287, PAGE 128 Tel. No.:- (972) 239-8884 Fax No.: (972) 239-5054 Contact:UsaWhite ROBE R STEVENSON ENSON LEAGUE, A-54 DEVELOPER: ► OL -L GE STATION, 1845 Woodall Rodgers Freeway E3 -7k; 1 ni IRITV •T`CV A C > wallas, t u'p=b r acv r L I V'�.7 Vvv114 1 1 , 1pL,.,r�v �! J Tei. Contact: (214) Duho04 EMBER a 1 2010 Contact: Corey Duhon , � i � E PT SUBM EIS $ , n �v Lu E j i� r N d.. �Q0. a M I.... t"•" J < I� JQ� 0 � Q. W � W _17 J 0 0 :yam*,�• .* N r{N.. NNNfN:� HILLARY VONAHSEN ••N•NNN•NIN•N•NNNNNN 103601 ••� T - Ti is i Y. -t h :1 12700 Park Centmi Drive Suite 1800 Oda%-rm= 75251 TeL No.(9721 770-1300 Fax No (972).239-3820 Corti&ate at Reglstrotrom P28 300 CONCORD PLAZA DRIVE SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS ORAWING IS THE PROPERTY of WHATASURGER RESTAURANTS. LP SAN ANTONIO, TEXAS ANO'MAY NOT SE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURAN S. LP. UNIT NO.: 13-4', DATE: 12/07/20 ..SCALE: 1"=20' DRAWN BY: H APPROVED RY NOTE APPLICANT: SHEET NO: • DIMENSIONS SHOWN ARE TAKEN FROM Whataburger Restaurants, LP EPLAN . rw w _ San Antonio, Texas 78216 MASONRY LEDGE. 300 Concord Plaza Drive c DRAWINGS ©R (EXACT DIMENSIONS OF ON STATE HIGHWAY � FRONTAGE ROA � Tel. Non:(21aryCa 6615 iNHATABURGER ('� WATER &SANITARY BUILDING FOOTPRINT. Fax No.: (210) 395-6625 i , I �!�• V Contact: Mary Casdlle SP ING, CREEK COMMONS.. ASPHALT PAVING {RIGHT OF WAY VARIES} _ SEWER DEMANDS NATE ARCHITECT: � a $r _ �HAAr�ttltecturelDevelopmerlt LOT BUCK 1 1 08 ACRES t �r DEC 13 2010 Fja 14110 Dallas Parkway Suite 300 y s " Dallas, Texas 75254 • PHASE 4 & 5 1/ L U M E 9287, PAGE 128 Tel. No.:- (972) 239-8884 Fax No.: (972) 239-5054 Contact:UsaWhite ROBE R STEVENSON ENSON LEAGUE, A-54 DEVELOPER: ► OL -L GE STATION, 1845 Woodall Rodgers Freeway E3 -7k; 1 ni IRITV •T`CV A C > wallas, t u'p=b r acv r L I V'�.7 Vvv114 1 1 , 1pL,.,r�v �! J Tei. Contact: (214) Duho04 EMBER a 1 2010 Contact: Corey Duhon , � i � E PT SUBM EIS $ , n �v d . „ , . �. 2---- s. -I k0k§, HOME �ENTER3t INC. LOT, 10, LOCK • 1 I m I Iy D 6 . SPRING- CREEK COMMONS D !� !i I •} D 92&7/128 t, I (} I EXISTING 23' CROSS AOCESS t�I I ZONING: i \ . • A i /r I / EASEMIT 9287/128 & A _ ( -1 (GENERAL_eOMM=RECRIAL AL v) = -'--_�—. .-•-.� =!�_'J/ . AbL6- OVI{; EXISLAND USE:RETAtL-EXISTING-" TNG .,•� j /6» WATER I 3T6kM SEWER 3 — 1. EXISTING �. " __� EXISTIN /. b i+' 6" SAN. -SEWER ,. i I / _� 81 _ -' �. - 20' PU '' I I / ! aicylEXISTING o ; , ,, : • z z \ •• � i 20' PUBLIC {I EXISTING I ? IA701 45 3 J Z Z � \ I� UTILITY m .!, 1 !� ENT� UTILITYEASEI: 20' PUBLIC R=512.50' t� X � �� it 92871128 ( ` ` EASEMENT 1 11 u !I w - / l I i; . I 92871126w, Dp ii Uf141TY EASEMENT L='� .74' • l w n / /' - A 44. ti 'X28 71128 ( - - - � E ..�,,.- _ _ -rTt� I ..:.... ._,,.. •� ,.:.. ..:... � ...;,::..+ . _:. I• ' .: � .�.>-.1, h. < .� '._.� i -EXISTING` 18 - .30' i J 0 20' 40' GRAPHIC SCALE 20' SARIS CYCLE RACKS SAR 2103 5 -BIKE 2-3/8" 9-GUAGE, SCHEDULE 40 PIPE 1-877-367-4253 h-. �ae.4G E E 7� - --- -. - 777 .t(7 Y . t.'w? _ o ° ra. 1 ASETBAEt.bt3 . _., REAR �{ �1 E.YYA �/ .d - .,.. . .... I ,.. >:. ."�. %; .... PROPOSED / NOTE :. .....� �., / t ... .'T. ,.. .- a A u A _ q: •. p:l:.. il_`;! `r 4 4`s��� # (ll y S / - _ _ __ . ?•- - i _ _ i V FH 10 WATER L — Z S 48045'32" E - �-$ 3t - EASEMENT 04 1 W CP 26.50 °pr' 09 `ap \ z WATER METERS \ r; 13 4` s++ %`7 EXISTING 2q' PLL C p \ `n ¢ vwi pOp � `t7`, ` 0 0' O i �; UTILI TY EASEMENT \ R3 50 9287/12& D- - p - h. v .,. ..- .,,:,.. - � ; ... .,.. .,, rptg2Y�a j lr - 18.0 Ac��; aLE Ro>JTE J I o w Y ( 7.00' , �" 4 / ��. Gt D r ( o cy o STAMPED I ! 4 -:� o U` I I �' ° :� 12.46 tCONOREFE r / :R g 00, D ° ° R28.00' III 3 ;goer=w �i' o a r/ Of PAD MOUNITED TRANSFOR ER - i ° Q It o ! I I, 1) ii _ - - - -1G`; ( ♦ I ( ; ,�a ©� 20.00' T PS s E`#4s+ U BLOCK/ WA L (2' MAX. i 9 00 N 1� 2. I 38.92'*,= f W II y RETAININ Gp ; 1 PROPOSED a p U ! I „ U) =�f =, k W `� C� I s1` s ��' N'+ CARG COLLEGE -STATION, INC: - i ONE STORY s v,' I ,( :T isI ; cV N !� ! LOT 1;• BLOCK 1- 0) __ 23.00 BUILDING P4 I ; �,_ .O - _. / 1 L W I I, I LAM ADDITION, 42Ei 1 /181 3,325 SQ. FT. - i I I _ F.F. ELEV. = 29 ' ' 0 3 , s v I 1 IY N (j ZONING: O) 0 ,' I I 1 �U _ I, C-1 (GENERAL COMMERCgAL) +y SPRING CREEK COMMONS ' O) I aI PROPOSED USE: ' o}#? r ) (A i QI I �• + m ; I i ao j z r, » m r If -OV. (GREENS PRAIRIE OVERLAY) LOT 5, BLOCK 1 i :.. -r'-- -� r : f r. I 0 !! Q ISI i j RESTAURANT \ j / U.a ! I c3 LAND USE: RES iMANT 9287/128 _ W cn i' \ b '� r? r o va L'J 11 ZONING: I = oI I ��A1k \ \ y I rr I ( 0 1 V fI p I '�. C-1 (GENERAL -COMMERCIAL) I co CN ISI ; _ "- o f' OV GRE -ENS PRAIRIE OVERLAY d• �- #y �, 'LAND USE: VACANT ) I o ! wI . ?U r,. lui oI 00 a• Ff. o ZONING: "C-1/OV" T $=xy �' v>, + ( :�� & d 20'__ _._... LOT 4, BLOCK 1 x 25 00 I _ to 11.54 0 20.00 FIRELANE. 20.00 20.00 2 .00 rtnl ij Z _SP_RING CREEK _ E PROPOSED I, *� 0.54 COMMONS - II PUBLIQ I I 06 ACRES I a I VICINITY MAP PIROJECT LOCATION11 ATE HIGHWAY 6 SmIllp p �=� 1(NOT TO SCALE) •i?:3S { E kXO r6*.Xr2S"SQ'Wi ;x' F Nf .E hIGUNTINO ATE Vi1ii �.t$ Mtlat1r+C*6� W � BICYCLE I ZACK DETAIL I N.T.S. FLOODPLAIN LEL DESCRIPTION SUBJECT SITE APPEARS TO LIE WITHIN ZONE "X" ACCORDING ALL THAI cERTAIN LOT, TRACT OR PARCEL OF LAND BEING 1.06 ACRES SITUATED TO FIRM MAP NO. 48041CO205 D IN THE ERT STEVENSON LEAGUE, ABSTRACT NO. 54, BRAZOS COUNTY, TEXAS, EFFECTIVE DATE AND B I A PART OF LO' 4, BLOCK 1 OF SPRING CREEK COMMONS, PHASE 4 FEBRUARY 9, 2000 AND 5, RECORD �N VOL ME 9287, PAGE 128, OF THE OFFICIAL RECORDS OF BRAZO OUNTY, TEXAS, SAID 1.06 ACRE TRACT BEING MORE PARTICULARLY DESCRII. D BY METES AND BOUNDS AS FOLLOWS: FIREPROTECTION BEGIN I AT A 1/2 IRON ROD WITH CAP SET FOR THE MOST SOUTHERLY FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED CORNER, 3AID COR I4ER BEING LOCATED IN THE NORTHEAST RIGHT-OF-WAY LINE BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER OFSTATE HIGHWAY 6 AND BEING THE SOUTH CORNER OF SAID LOT 4, BLOCK 1, SURFACE BEFORE A BUILDING PERMIT CAN BE ISSUED. SAME BE JG THE MO,,ST WESTERLY CORNER OF LOT 1, BLOCK 1 OF THE ALAM THE BUILDING TYPE IS'V Y%- OLUME 4261, PAGE 181; THENC � ADDITIO 1 O9°Ra 2ORD ALVNG THE NORTHEAST RIGHT-OF-WAY_-LIaE.OF SAID � _:< PLEASE -SEE THE FIRE FLOW ANALYSIS DATED-, - -, k _ _._ STATE 1 HWAr 6 D T ESOUTHWEST'CINE OF SAID LOT°4 BLOCK 1 A ,.. E-XI5 ING w � T o OCTOBER 18 2010 FOR ADDITIONAL l! QTY 7.00 23.00 34.92 * 15.54 * U (L' h,t r I C II O TIONAL INFORMATION. DISTANC : OF 198.00 FEET O A CALCULATED POINT FOR THE MOST WESTERLY _ . I �. � ¢�' � t r� I I TRANSFORMERIi > � - o EASEM T iv p z s v ( 'A i _- EI „D0 NOTrn I NT 2 00° `LQ�s30� ENTER" f fi I SIGN BIKE RACK (5) _ I rn ; I �,�........—� �I i I LFj I Dd MsY5h rII v ? fc ~ 29i34.54'* D OUNLOC. 4.54' 0* RN DIMION- �S Lt l --� 2971 j E 'i IST O p FLAG POLE V��I p� v MONUMENT I� /r''� �j ✓� 6" CURB AT END r,. I I o -'v> oo STEPPING Sfi�iNES cr`1 ;J o,' SIGN 1 W r I Boz :`� ( I ! app o OF DRIVE AISLE +;; I w d EXISTING 20' SEMINOLE =LU r co 'PIPELINE EASEMENT 40' FRONT 91 YARD SETBACK I 1 I I fi� �I oA, - -- -- _ ------------- - - - - ------------- ----t- _ --- ------------ - -ICA nAS i w 11 _ _ _ _- ' GASl;<: --_— •'• ._.....__ G",S--..__...--.._...._.... Jf.S •____._. —.— _—_ __ ._..__ JNv CA ._. _•Gas_'- 20' .PARKING SETBACK I I1 _- - --- , `- - - - - - - - - - - - - - - - - - - - t - -------!,,v +n1 —-.�,.,•sri �_--ClOr• f-..._..-co:fa----�� ..y -ca _ �.�_ cc : �� -, t tis r. M1 v N - -- _ oh1 i- -- _ -...._ rvuix.-COFd't- ^__.�_.-—_...__.�_._ cc+r�= -Cot+ -ccG � � I c, � I ISTING CQfiht-Co't11; — _ i — C --�,�M.r, CJhi L.d... EX - -cot {t+ e • cg f� II FIRE HYDRANT ,"ti--- .'.lh�`-. _,_-Cr'ttiliz- ^r �,.�_ , •;�. "lt kl.. � Ci \ .1; _ / -- Ctt _ ---- - -- -- -- —'jam..._ .^':. r - --__ .__ - --'� ... �-�c —' -- GAS .._..T."r,- - fl'l�J • ,{, _....__ �^ .{•-"" "��---�'-'- _ _�.... 4. .. •r- -'' ,� - --5 -'— IS 1`I NGN 4S°18'22zF 00_ +-aH> EX _.......... OH_LIGHT POLE LE lri -' EXISTING 20',,BTU J EXISTING 15' PUBLIC U77LITY f / `� v C� N^ ti \ EASEMENT 9287/128 AND EXISTING 20' PUBLIC EASEMENT 9196/104 15' WELLBORN S.U.D. UTILITY EASEMENT CORNER, 1. 1/2 IRONI,RODI Ii 110 MI SAID LOT VENDOR INFORMATION FOR REFERENCE PURPOSES ONLY -. - CL - LjL-, --- 141°14'29" OR CORN[il2, { TRAFFIC IMPACT ANALYSIS THENCE Q CO WZ t Z Q 3 W _ _I 0 m •i?:3S { E kXO r6*.Xr2S"SQ'Wi ;x' F Nf .E hIGUNTINO ATE Vi1ii �.t$ Mtlat1r+C*6� W � BICYCLE I ZACK DETAIL I N.T.S. FLOODPLAIN LEL DESCRIPTION SUBJECT SITE APPEARS TO LIE WITHIN ZONE "X" ACCORDING ALL THAI cERTAIN LOT, TRACT OR PARCEL OF LAND BEING 1.06 ACRES SITUATED TO FIRM MAP NO. 48041CO205 D IN THE ERT STEVENSON LEAGUE, ABSTRACT NO. 54, BRAZOS COUNTY, TEXAS, EFFECTIVE DATE AND B I A PART OF LO' 4, BLOCK 1 OF SPRING CREEK COMMONS, PHASE 4 FEBRUARY 9, 2000 AND 5, RECORD �N VOL ME 9287, PAGE 128, OF THE OFFICIAL RECORDS OF BRAZO OUNTY, TEXAS, SAID 1.06 ACRE TRACT BEING MORE PARTICULARLY DESCRII. D BY METES AND BOUNDS AS FOLLOWS: FIREPROTECTION BEGIN I AT A 1/2 IRON ROD WITH CAP SET FOR THE MOST SOUTHERLY FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED CORNER, 3AID COR I4ER BEING LOCATED IN THE NORTHEAST RIGHT-OF-WAY LINE BY THE CITY, AND DRIVES MUST HAVE AN ALL WEATHER OFSTATE HIGHWAY 6 AND BEING THE SOUTH CORNER OF SAID LOT 4, BLOCK 1, SURFACE BEFORE A BUILDING PERMIT CAN BE ISSUED. SAME BE JG THE MO,,ST WESTERLY CORNER OF LOT 1, BLOCK 1 OF THE ALAM THE BUILDING TYPE IS'V Y%- OLUME 4261, PAGE 181; THENC � ADDITIO 1 O9°Ra 2ORD ALVNG THE NORTHEAST RIGHT-OF-WAY_-LIaE.OF SAID � _:< PLEASE -SEE THE FIRE FLOW ANALYSIS DATED-, - -, k _ _._ STATE 1 HWAr 6 D T ESOUTHWEST'CINE OF SAID LOT°4 BLOCK 1 A ,.. E-XI5 ING w � T o OCTOBER 18 2010 FOR ADDITIONAL l! QTY 7.00 23.00 34.92 * 15.54 * U (L' h,t r I C II O TIONAL INFORMATION. DISTANC : OF 198.00 FEET O A CALCULATED POINT FOR THE MOST WESTERLY _ . I �. � ¢�' � t r� I I TRANSFORMERIi > � - o EASEM T iv p z s v ( 'A i _- EI „D0 NOTrn I NT 2 00° `LQ�s30� ENTER" f fi I SIGN BIKE RACK (5) _ I rn ; I �,�........—� �I i I LFj I Dd MsY5h rII v ? fc ~ 29i34.54'* D OUNLOC. 4.54' 0* RN DIMION- �S Lt l --� 2971 j E 'i IST O p FLAG POLE V��I p� v MONUMENT I� /r''� �j ✓� 6" CURB AT END r,. I I o -'v> oo STEPPING Sfi�iNES cr`1 ;J o,' SIGN 1 W r I Boz :`� ( I ! app o OF DRIVE AISLE +;; I w d EXISTING 20' SEMINOLE =LU r co 'PIPELINE EASEMENT 40' FRONT 91 YARD SETBACK I 1 I I fi� �I oA, - -- -- _ ------------- - - - - ------------- ----t- _ --- ------------ - -ICA nAS i w 11 _ _ _ _- ' GASl;<: --_— •'• ._.....__ G",S--..__...--.._...._.... Jf.S •____._. —.— _—_ __ ._..__ JNv CA ._. _•Gas_'- 20' .PARKING SETBACK I I1 _- - --- , `- - - - - - - - - - - - - - - - - - - - t - -------!,,v +n1 —-.�,.,•sri �_--ClOr• f-..._..-co:fa----�� ..y -ca _ �.�_ cc : �� -, t tis r. M1 v N - -- _ oh1 i- -- _ -...._ rvuix.-COFd't- ^__.�_.-—_...__.�_._ cc+r�= -Cot+ -ccG � � I c, � I ISTING CQfiht-Co't11; — _ i — C --�,�M.r, CJhi L.d... EX - -cot {t+ e • cg f� II FIRE HYDRANT ,"ti--- .'.lh�`-. _,_-Cr'ttiliz- ^r �,.�_ , •;�. "lt kl.. � Ci \ .1; _ / -- Ctt _ ---- - -- -- -- —'jam..._ .^':. r - --__ .__ - --'� ... �-�c —' -- GAS .._..T."r,- - fl'l�J • ,{, _....__ �^ .{•-"" "��---�'-'- _ _�.... 4. .. •r- -'' ,� - --5 -'— IS 1`I NGN 4S°18'22zF 00_ +-aH> EX _.......... OH_LIGHT POLE LE lri -' EXISTING 20',,BTU J EXISTING 15' PUBLIC U77LITY f / `� v C� N^ ti \ EASEMENT 9287/128 AND EXISTING 20' PUBLIC EASEMENT 9196/104 15' WELLBORN S.U.D. UTILITY EASEMENT cs. EASEMENT 9281 215 758 594 ., . r / > / _. _ : - EXISTING 15 PUBLIC - 0 -1- / ' l UTILITY, EASEULNT ENGINEER / SURVEYOR,- BENCHMARKS EXISTNG 25' UTILITY EASEMENT _590/275 % -t ``� j''- �;✓� i E IG I H CORNER, 1. 1/2 IRONI,RODI Ii 110 MI SAID LOT , BLOCK � BEARS N 49 -18 -22 -WA DISTANCE OF 26.50 FEET; .A. THENCE AN INTER 141°14'29" OR CORN[il2, E, A DISTANCE OF 199.17 FEET TO A CALCULATED POINT FOR TRAFFIC IMPACT ANALYSIS THENCE 1 48°45'32" IIV, A DISTANCE OF 26.50 FEET TO A CALCULATED POINT FOR NOT REQUIRED FOR THIS SITE cs. EASEMENT 9281 215 758 594 ., . r / > / _. _ : - EXISTING 15 PUBLIC - 0 -1- / ' l UTILITY, EASEULNT ENGINEER / SURVEYOR,- BENCHMARKS EXISTNG 25' UTILITY EASEMENT _590/275 % -t ``� j''- �;✓� i E IG I H CORNER, 1. 1/2 IRONI,RODI ITH CAP SET FOR THE MOST WESTERLY CORNER OF T. I SAID LOT , BLOCK � BEARS N 49 -18 -22 -WA DISTANCE OF 26.50 FEET; .A. THENCE AN INTER 141°14'29" OR CORN[il2, E, A DISTANCE OF 199.17 FEET TO A CALCULATED POINT FOR TRAFFIC IMPACT ANALYSIS THENCE 1 48°45'32" IIV, A DISTANCE OF 26.50 FEET TO A CALCULATED POINT FOR NOT REQUIRED FOR THIS SITE AN EXTE CORNER IOR CORNER, S ID BEING LOCATED IN THE NORTHWEST LINE _EXCA-VA- _ OF SAIDT 4; EXISTING CONTOURS _------ -_- --"-_' THENCE 1 41°14'29" ALONG THE NORTHWEST LINE OF SAID LOT 4, A DISTANCE LINE TYP E LEGEND OF 25.50 I ET TO HISS t ED X" IN CONCRETE FOR THE MOST NORTHERLY PROPOSED CURB CORNER, AID QORIJER BEING THE NORTH CORNER OF SAID LOT 4, SAID CORNER cs. EASEMENT 9281 215 758 594 ., . r / > / _. _ : - EXISTING 15 PUBLIC - 0 -1- / ' l UTILITY, EASEULNT ENGINEER / SURVEYOR,- BENCHMARKS EXISTNG 25' UTILITY EASEMENT _590/275 % -t ``� j''- �;✓� i E IG I H BOUNDARY LINE - - - - - - - EASEMENT LINE — —SETBACK LINE FOR REVIEW ONLY NOT FOR CONSTRUCTIONPURPOSES nmEngineer Hillary VonA6sen P.E. EXISTING WATER LINE & SIZE 6'• s EXISTING SANITARY SEWER LINE & SIZE - --CG;' sA '�- EXISTING STORM SEWER & SIZE -- GAX - - GAS---- EXISTING GAS LINE - Gca+---'---''- EXISTING COMMUNICATION LINE opF EXISTING OVERHEAD ELECTRIC LINE LOT EXISTING CONCRETE PAVEMENT _EXCA-VA- _ EXISTING FIRELANE — —634— — EXISTING CONTOURS _------ -_- --"-_' EXISTING CURB = 40'-0" EXISTING RETAINING WALL FL PROPOSED FIRELANE DECORATIVE STAMPED CONCRETE ARD SE�BACK PROPOSED CURB PARKI PROPOSED BLOCK RETAINING WALL cs. EASEMENT 9281 215 758 594 ., . r / > / _. _ : - EXISTING 15 PUBLIC - 0 -1- / ' l UTILITY, EASEULNT ENGINEER / SURVEYOR,- BENCHMARKS EXISTNG 25' UTILITY EASEMENT _590/275 % -t ``� j''- �;✓� i E IG I H BEING LO ATED IN SOU HWEST LINE OF LOT 10, BLOCK 1; THENCE ONO A C RVE THE NORTHEAST LINE OF SAID LOT 4 AND A SOUTHW ST LINE O SAI ILOT 10, IN A CLOCKWISE DIRECTION HAVING AN ARC LENGTH 15.74 FE T, A DIUS OF 512.50 FEET, A CHORD BEARING OF S 50°17'48 , " 1 A CHOR LEN, H OF 15.74 FEET, AND A DELTA ANGLE OF 01°45'36", TO A CHISEL D "X"INC INCR TE FOR THE END OF SAID CURVE; THENCE 49°25'01" ALO 4G THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE SOU WEST LII E OF 3AID LOT 10, BLOCK 1 A DISTANCE OF 216.45 FEET TO A 1/2" IRON OD WITH PAP S T FOR THE MOST EASTERLY CORNER, SAID CORNER BEING TH EAST CO NER F SAID LOT 4, BLOCK 1, SAME BEING A SOUTHERLY CORNET F SAID LC 10BLOCK 1 AND BEING LOCATED IN THE NORTHWEST LINE OF SAID T 1, ELO1 O (THEAWMADDITION; THENCE S 43°11127" 1, ALONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE NOR HWEST LI E OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION A DISTANC . OF 225.8 EET ,, O THE PLACE OF BEGINNING AND CONTAINING AN AREA OF .06 ACRE OF L I ND, MORE OR LESS. IT DATA TABLE 945/391 G =C-1 "GENERAL COMMERCIAL" E❑ and A�aYInc REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. 12700 PARK CENTRAL DRIVE, SUITE 1800 FOR REVIEW ONLY NOT FOR CONSTRUCTIONPURPOSES nmEngineer Hillary VonA6sen P.E. DALLAS, TEXAS 75251 ~ OVERLAY DISTRICT' TEL. NO.: (972) 770-1300 EXISTING STONE `--_- ----- RIP -RAP RIP R - •'" / - NIGN__._PRESSURE PIPELINE(S� CERTIFICATE OF REGISTRATION # 928 = 46,180 SF (1.06 AC) - •AND;��1R_._ �DI�TRI/C TLON - ' LOT _EXCA-VA- _ 29 G HEIG 300 Concord Plaza Drive FROM ENTERPRISE PRODUCTS COMPANY YARD SETBACK = 40'-0" SIDE RD ;SETBACK = 7'-5" REAR ARD SE�BACK BEING LO ATED IN SOU HWEST LINE OF LOT 10, BLOCK 1; THENCE ONO A C RVE THE NORTHEAST LINE OF SAID LOT 4 AND A SOUTHW ST LINE O SAI ILOT 10, IN A CLOCKWISE DIRECTION HAVING AN ARC LENGTH 15.74 FE T, A DIUS OF 512.50 FEET, A CHORD BEARING OF S 50°17'48 , " 1 A CHOR LEN, H OF 15.74 FEET, AND A DELTA ANGLE OF 01°45'36", TO A CHISEL D "X"INC INCR TE FOR THE END OF SAID CURVE; THENCE 49°25'01" ALO 4G THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE SOU WEST LII E OF 3AID LOT 10, BLOCK 1 A DISTANCE OF 216.45 FEET TO A 1/2" IRON OD WITH PAP S T FOR THE MOST EASTERLY CORNER, SAID CORNER BEING TH EAST CO NER F SAID LOT 4, BLOCK 1, SAME BEING A SOUTHERLY CORNET F SAID LC 10BLOCK 1 AND BEING LOCATED IN THE NORTHWEST LINE OF SAID T 1, ELO1 O (THEAWMADDITION; THENCE S 43°11127" 1, ALONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AND THE NOR HWEST LI E OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION A DISTANC . OF 225.8 EET ,, O THE PLACE OF BEGINNING AND CONTAINING AN AREA OF .06 ACRE OF L I ND, MORE OR LESS. IT DATA TABLE CURRINT m • orn ❑ G =C-1 "GENERAL COMMERCIAL" E❑ and A�aYInc REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. 12700 PARK CENTRAL DRIVE, SUITE 1800 FOR REVIEW ONLY NOT FOR CONSTRUCTIONPURPOSES nmEngineer Hillary VonA6sen P.E. DALLAS, TEXAS 75251 ~ OVERLAY DISTRICT' TEL. NO.: (972) 770-1300 ED USE FAX NO.: (972) 239-3820 LOT CERTIFICATE OF REGISTRATION # 928 = 46,180 SF (1.06 AC) CONTACT: HILLARY KEIL VOINAHSEN, P.E. NOTE APPLICANT: LOT Whataburger Restaurants, LP = 0.072 " DIMENSIONS SHOWN ARE TAKEN FROM MASONRY LEDGE G HEIG 300 Concord Plaza Drive CURRINT ZONI G =C-1 "GENERAL COMMERCIAL" PR E LIMINAR REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. OV "GREENS PRAIRIE FOR REVIEW ONLY NOT FOR CONSTRUCTIONPURPOSES nmEngineer Hillary VonA6sen P.E. ASPHALT PAVING (RIGHT OF WAY VARIES) OVERLAY DISTRICT' PRO ED USE = RESTAURANT W/ DRIVE THRU LOT AREA = 46,180 SF (1.06 AC) BUILDI G SLAB =3,325 SF (0.076 AC) LOT C VERAGE = 0.072 BUILIDI G HEIG T = 22'-0" FROM YARD SETBACK = 40'-0" SIDE RD ;SETBACK = 7'-5" REAR ARD SE�BACK =15-0" PARKI G REQUIRED = 34 1 SPACE /100 SF) PARS I G PROVI ED =34 INCLUDES 2 HC SPACES) LANA APING _ =11,230 __ _ -,- — SF - - ONSITI PAVING = 27,812 (0.64 AC) (PAI I KING & DRI S) BLDG. PERIMETER W LK =1,387 SF ISLAN PAVING =121 SF CURB =1,449 LF DRIVE DRIbi THRU S AYS ACKI G PROVIDED =7 =4 14110 Dallas Parkway Suite 300 AVERAGE WATER DEMANDS 3.7 GAL/MIN THIS PROPERTY IS CONSIDERED A BUILDING Dallas, Texas 75254 PLOT WITH LOTS 1, 2, 3, 4, 5, 7 & 8 OF BLOCK 1 Tel. No.: (972) 23948884 P HAS MAXIMUM WATER DEMANDS 3,520 GPM OF THE SPRING CREEK COMMONS SUBDIVISION. Fax No.: (972) 239-5054 MINIMUM WATER DEMANDS 1,760 GPD AS SUCH, THIS LOT IS REQUIRED TO MEET THE Contact: Lisa Whyte ROB NON-RESIDENTIAL ARCHITECTURE STANDARDS MAXIMUM SEWER LOADINGS 3,520 GPD IN EXCESS OF 150,000 SQUARE FEET OF GROSS DEVELOPER: FLOOR AREA. DuWest Realty 1845 Woodall Rodgers Freeway Dallas, Texas 75201 Tel. No.: (214) 7200004 STATE HIGHWAY 6 FRONTAGE ROAD WATER & SANITARY PR E LIMINAR REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. San Antonio, Texas 78216 Tel. No.: (210) Fax Contact: 395-6625stills (2 Mary Contact: Mary Castilla FOR REVIEW ONLY NOT FOR CONSTRUCTIONPURPOSES nmEngineer Hillary VonA6sen P.E. ASPHALT PAVING (RIGHT OF WAY VARIES) SEWER DEMANDS NOTE ARCHITECT: GHA Architecture I Development 14110 Dallas Parkway Suite 300 AVERAGE WATER DEMANDS 3.7 GAL/MIN THIS PROPERTY IS CONSIDERED A BUILDING Dallas, Texas 75254 PLOT WITH LOTS 1, 2, 3, 4, 5, 7 & 8 OF BLOCK 1 Tel. No.: (972) 23948884 P HAS MAXIMUM WATER DEMANDS 3,520 GPM OF THE SPRING CREEK COMMONS SUBDIVISION. Fax No.: (972) 239-5054 MINIMUM WATER DEMANDS 1,760 GPD AS SUCH, THIS LOT IS REQUIRED TO MEET THE Contact: Lisa Whyte ROB NON-RESIDENTIAL ARCHITECTURE STANDARDS MAXIMUM SEWER LOADINGS 3,520 GPD IN EXCESS OF 150,000 SQUARE FEET OF GROSS DEVELOPER: FLOOR AREA. DuWest Realty 1845 Woodall Rodgers Freeway Dallas, Texas 75201 Tel. No.: (214) 7200004 1270D Park Central Drive, Suit4:1800 Dallas, Texas 75251 Tel. No. (972) 770-1300 Fax No. 1972) 239-3820 Certlftcate of Registration: /1928 300 CONCORD PLAZA DIVE SAN ANTONIO, TE AS 210-476-6000 ZIP 78I'216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND '',MAY NOT BE USED OR REPRODUC D IN WHOLE OR IN PART WI OUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS. IP. SHEET TITLE: UNIT NO.: 13-027 DATE: �L 10/22/2010 20 DRAWN BY: HKV/D[ APPROVED BY: LO 11 SITE PLAN SHEET NO: I 1/HATABURGER C-2.0 G CREEK COMMONS T 4, BLOCK 11 1.06 ACRES 4 &5 -VOLUME 9287, PAGE 128 T ST VENSON LEAGUE, A-54 C(,1 LEGE STATION, RA 0 COUNTY, TEXAS Contact: Corey Duhon SUB I TT SEPTEMBER 01, 2010 SEAL: PR E LIMINAR FOR REVIEW ONLY NOT FOR CONSTRUCTIONPURPOSES nmEngineer Hillary VonA6sen P.E. P.E. No. 103601 Data 10/22/ 0 1270D Park Central Drive, Suit4:1800 Dallas, Texas 75251 Tel. No. (972) 770-1300 Fax No. 1972) 239-3820 Certlftcate of Registration: /1928 300 CONCORD PLAZA DIVE SAN ANTONIO, TE AS 210-476-6000 ZIP 78I'216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS, LP SAN ANTONIO, TEXAS AND '',MAY NOT BE USED OR REPRODUC D IN WHOLE OR IN PART WI OUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS. IP. SHEET TITLE: UNIT NO.: 13-027 DATE: �L 10/22/2010 20 DRAWN BY: HKV/D[ APPROVED BY: LO 11 SITE PLAN SHEET NO: I 1/HATABURGER C-2.0 G CREEK COMMONS T 4, BLOCK 11 1.06 ACRES 4 &5 -VOLUME 9287, PAGE 128 T ST VENSON LEAGUE, A-54 C(,1 LEGE STATION, RA 0 COUNTY, TEXAS Contact: Corey Duhon SUB I TT SEPTEMBER 01, 2010 ---_-- LOWES HOME CENTERS, INC. I 3z I I I I 4 I LOT 10, BLOCK 1 SPRING CREEK COMMONS 9287/128 I I EXISTING 23' CROSS ACCESSI, I I I �i ZONING: i.I ;I EASEMENT 9287/128 do I I tri I C-1 (GENERAL_CO&tRCIAL) I / ; ,� � 9122/164I ' I o; � I 'B _ -� I -' OV 1GREENS PRAIRIE OVERLAY) LAND USE: RETAIL --EXISTING' — W '� EXIS77N ' / j{ /6" WATER LINE( i! i I� 36" -STOPM SEWER i� i I r- SPRING CREEK COMMONS I 0) LOT 5, BLOCK 1r' 9287/128 2 Jar W ZONING - 0) C-1 (GEN EF3AL'COMMERCIAL) I N OV (GREENS PRAIRIE OVERLAY) d LAND USE: VACANT o Yr -Z !. S I �I SYMBOL COUNT POINT VALUE POINT TAG W COMMON AME - I V_ z S". 48.45'4 0 LLl L — \ 26.50 150 PROPOSED \ PC DRAINAGE \ - Chinese EASEMENT \ ��, 3 cal min., 10-12' ht. x 3-5' srd. P , Straight Trunk, Full Branching Min i PROPOSED I P.U.E.`----� ail • d o- i I r- SPRING CREEK COMMONS I 0) LOT 5, BLOCK 1r' 9287/128 2 Jar W ZONING - 0) C-1 (GEN EF3AL'COMMERCIAL) I N OV (GREENS PRAIRIE OVERLAY) d LAND USE: VACANT o Yr -Z !. S CARG COLLEGE STATION, INC. (198 / 25 LF): 8 TREES RE RED LOT 1, BLOCK 1 ALAM ADDITION 4261/181 POINTS PER PROJECT AREA: O.P.R.B.C.T. ZONING: 45,496 SF 11,000 X 60 2,730 POIN T C-1 (GENERAL COMMERCIAL) OV (GREENS PRAIRIE OVERLAY) TOTAL POINTS REQUIRED: 3,918 POINT LAND USE:RESTAURANT 10% DEDUCTION FOR TEXAS RLA PREPARING PLANS: -391 POINT I TOTAL POINTS REQUIRED FOR PROJECT: 3,527 POI S I TOTAL POINTS PROVIDED FOR PROJECT: 3,530 POIN S - / /PROPOSE 14 I I T _1°' r1 '." :1 I I I FLAG POLE/ SIGN I / ! - f -- CONTRACTOR TO LOCATE EXISTING FRANCHISE SB ���� 66� i� ' ; ii` UTILITIES PRIOR TO DIGGING TREE PITS; - - 6 - , 1/ �o, N :N Iii I I 1 I TREE LOCATIONS SHOWN MAY NEED TO BE ADJUSTED ' \ t^ �„ n „ IN THE FIELD TREES MUST STAY OUT OF THE rIET,/, �: ;1,1�; I rn 'SEMINOLE PIPELINE EASEMENT,' HOWEVER, THEY MAY TA/.lrL ca`'�` `r i'. LI J 'N -- - - - BE LOCATED IN THE PUBLIC UTILITY EASEMENT _ _ - -510 %!- - - - - - - - - - -I- q , - ---- - - - - —j- t Grs GA r —_ _ _ - { _ - :3AS � ---�• U4�5 •• r � • _ . � 7•h i - -TSTREET TREES, 4 NON -CANOPY TREES SUBSTITIUTED FOR 2 _M Jtiiti CANOPY TREES - - -- --_- oc� - __-__ rA -moo :r- • -____C - - - - - _ — COF1 _ 0 00 00 `z� K �,..,,,o.": =- ,� . - � ��••- ..c ..- ��"— _ — -- . _ -' .::i: • r .. � � � . '—' ""-"l i 1 '� � c � ./ l�,lc / ' I I � T �l it N 46"i8-99" W 198.00 BT — �_ p --- ----- _-- _ 26 -- 6 ---- r- EXISTING 15' PUBLIC U77UTY �� ` :'+ EXISTING 20.',BTU EASEMENT 9287/128 AND EXISTING 20' PUBLIC tic iii £ � If / 4a" ` \ EASEMENT 9196/104 t. �7� F; y tl__ 15 WELLBORN S.U.D. U77UTY EASEMENT ��- 1riM rt r y � ,! ' {s EASEMENT (9281/215) 758/594 - ' 1 f �; ,: �,j1 9-,. Ca EXISTING 15 Pl1BLlC>> (ti `RCP r U77LlTY-EASEMEN ":�; r k •RCP , _ _.. _.__ __ --- ___ ._.. _— ..._ --- ._- _ ,r is/<•.�,%•�i='-�_,•f:�i .tk`-`--SG J'�..:r�r✓/,.1 �� / ' r' EXISTING 25' U77LITY EASEMENT _.59075ix 9451391 945/3912 916 _. _._._ - -• -" r `z z`r, f1 �f / I 6 1 t £ F NOTE: DUE TO DIFFERENCE BETWEEN FINISHED GRADE - lr.-- OF THE PARKING LOT AND THE EXISTING ELEVATION AT RIGHT OF WAY, NO BERM HAS BEEN PROVIDED.-- __ _._ _..._ __ __-- •--'- •_ _ _..._ __-..__._ __ __ __ - _ - _ RIGHT OF WAY IS MIN. 2.5' ABOVE FINISHED f•' " -- - ELEVATION OF PARKING LOT. 5 I H I t I -I l U l -I VVH Y b t' KU IV I HU t KVHU ASPHALT PAVING (RIGHT OF WAY VARIES) PLANTING SCHEDULE I �I SYMBOL COUNT POINT VALUE POINT TAG BOTANICAL NAME COMMON AME SPECIFICATIONS I 0 LLl 9 150 1350 PC I Chinese I ' � tache ��, 3 cal min., 10-12' ht. x 3-5' srd. P , Straight Trunk, Full Branching p ail • d o- 150 450 . TD. Taxodium distichum Cnw s 311 cal. min., 10-121 ht. x 3-51 sprd., Straight Trunk, Full Branching Zt O 9 40 360 LI Lagerstoemia indica Crape My e - min. Multi trunk Specimen, 3 Stems , „ Q , I 2 cal. min. SHRUBS (D 5 10 50 LF Leucophyllum frutescens Green CI'ol d Texas V "co Green Cloud Sage and Matching, 42 O.C. 5 10 j NO Nerium oleander'Hardy Red' Hardy Rid Oleand r 30" ht. x 36" w. min., 7 gal. min., Full land 4�/ Matching, 48" O.C. 'Anthony Anchone ly aterer 0 20' 40' 18" ht. x 18" w. min., 5 gal. min., Full 20 10 220 SB Spirea x bumalda Waterer Spirea and Matching r • i� GRAPHIC SCALE 20' 18" ht. x 24" w. min., 5 gal. min, Full • 40 10 370 - RI Ralphiolepis indica-., Indian Hawthorne hoe and Matching, 36" O.C. 9 66 10 660 BT Berberis trifoliolata Agarito` i 24" ht. x 24" w. min., 5 gal., Full and Matching, 36" O.C. 0 20 1 20 IVN Ilex vomitoda'Nana' Dwarf Yau V x min., 3 gal. min., Full i I and Branching , 24" O.C. and B PERRENIALS/GRASSES 80 ST Stipa tenuissima Mexican U_ Ss 1 gal. pots min., 18" O.C., Tri. Spacing \ ,\ . •��\\ 755 TA Trachelsopermum asiaticum Asian Jas N p >-- -- > 935 SY Q SOD Cynodon spp. Bermud' d Tight, sand rolled joints, finished sod be free to of weeds. 3" Metal Edge, color to be black or ME Metal Edge green, Metal Edge to be provide Z J NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALLED OUT ABOVE. Pot IZE CALLED OUT IS A MINIMUM REQUIREMENT. Z j 0 m Cfl CITY OF COLLEGE STATION LANDSCAPE POINT CALCULATIONS U) �I 46,180 SF TOTAL AREA OF SITE: (.06 AGR S) I STREETSCAPE REQUIRMENTS: REQ. - - 300 POINTS REQUIRED PER 50 LF OF STREET FRONTAGE 1,188 POI SEA ` (198 LF 150 X 300): - 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGE O CARG COLLEGE STATION, INC. (198 / 25 LF): 8 TREES RE RED LOT 1, BLOCK 1 ALAM ADDITION 4261/181 POINTS PER PROJECT AREA: O.P.R.B.C.T. ZONING: 45,496 SF 11,000 X 60 2,730 POIN T C-1 (GENERAL COMMERCIAL) OV (GREENS PRAIRIE OVERLAY) TOTAL POINTS REQUIRED: 3,918 POINT LAND USE:RESTAURANT 10% DEDUCTION FOR TEXAS RLA PREPARING PLANS: -391 POINT I TOTAL POINTS REQUIRED FOR PROJECT: 3,527 POI S I TOTAL POINTS PROVIDED FOR PROJECT: 3,530 POIN S - / /PROPOSE 14 I I T _1°' r1 '." :1 I I I FLAG POLE/ SIGN I / ! - f -- CONTRACTOR TO LOCATE EXISTING FRANCHISE SB ���� 66� i� ' ; ii` UTILITIES PRIOR TO DIGGING TREE PITS; - - 6 - , 1/ �o, N :N Iii I I 1 I TREE LOCATIONS SHOWN MAY NEED TO BE ADJUSTED ' \ t^ �„ n „ IN THE FIELD TREES MUST STAY OUT OF THE rIET,/, �: ;1,1�; I rn 'SEMINOLE PIPELINE EASEMENT,' HOWEVER, THEY MAY TA/.lrL ca`'�` `r i'. LI J 'N -- - - - BE LOCATED IN THE PUBLIC UTILITY EASEMENT _ _ - -510 %!- - - - - - - - - - -I- q , - ---- - - - - —j- t Grs GA r —_ _ _ - { _ - :3AS � ---�• U4�5 •• r � • _ . � 7•h i - -TSTREET TREES, 4 NON -CANOPY TREES SUBSTITIUTED FOR 2 _M Jtiiti CANOPY TREES - - -- --_- oc� - __-__ rA -moo :r- • -____C - - - - - _ — COF1 _ 0 00 00 `z� K �,..,,,o.": =- ,� . - � ��••- ..c ..- ��"— _ — -- . _ -' .::i: • r .. � � � . '—' ""-"l i 1 '� � c � ./ l�,lc / ' I I � T �l it N 46"i8-99" W 198.00 BT — �_ p --- ----- _-- _ 26 -- 6 ---- r- EXISTING 15' PUBLIC U77UTY �� ` :'+ EXISTING 20.',BTU EASEMENT 9287/128 AND EXISTING 20' PUBLIC tic iii £ � If / 4a" ` \ EASEMENT 9196/104 t. �7� F; y tl__ 15 WELLBORN S.U.D. U77UTY EASEMENT ��- 1riM rt r y � ,! ' {s EASEMENT (9281/215) 758/594 - ' 1 f �; ,: �,j1 9-,. Ca EXISTING 15 Pl1BLlC>> (ti `RCP r U77LlTY-EASEMEN ":�; r k •RCP , _ _.. _.__ __ --- ___ ._.. _— ..._ --- ._- _ ,r is/<•.�,%•�i='-�_,•f:�i .tk`-`--SG J'�..:r�r✓/,.1 �� / ' r' EXISTING 25' U77LITY EASEMENT _.59075ix 9451391 945/3912 916 _. _._._ - -• -" r `z z`r, f1 �f / I 6 1 t £ F NOTE: DUE TO DIFFERENCE BETWEEN FINISHED GRADE - lr.-- OF THE PARKING LOT AND THE EXISTING ELEVATION AT RIGHT OF WAY, NO BERM HAS BEEN PROVIDED.-- __ _._ _..._ __ __-- •--'- •_ _ _..._ __-..__._ __ __ __ - _ - _ RIGHT OF WAY IS MIN. 2.5' ABOVE FINISHED f•' " -- - ELEVATION OF PARKING LOT. 5 I H I t I -I l U l -I VVH Y b t' KU IV I HU t KVHU ASPHALT PAVING (RIGHT OF WAY VARIES) PLANTING SCHEDULE SYMBOL COUNT POINT VALUE POINT TAG BOTANICAL NAME COMMON AME SPECIFICATIONS TREES � 9 150 1350 PC Pistacia chinensis Chinese I ' � tache ��, 3 cal min., 10-12' ht. x 3-5' srd. P , Straight Trunk, Full Branching ail • 3 150 450 . TD. Taxodium distichum Bald Cyp s 311 cal. min., 10-121 ht. x 3-51 sprd., Straight Trunk, Full Branching O 9 40 360 LI Lagerstoemia indica Crape My e - min. Multi trunk Specimen, 3 Stems , „ , I 2 cal. min. SHRUBS (D 5 10 50 LF Leucophyllum frutescens Green CI'ol d Texas 24" ht. x 24" w. min., 5 gal. min., Full Green Cloud Sage and Matching, 42 O.C. 5 10 50 NO Nerium oleander'Hardy Red' Hardy Rid Oleand r 30" ht. x 36" w. min., 7 gal. min., Full land Matching, 48" O.C. 'Anthony Anchone ly aterer 18" ht. x 18" w. min., 5 gal. min., Full 20 10 220 SB Spirea x bumalda Waterer Spirea and Matching r • 18" ht. x 24" w. min., 5 gal. min, Full • 40 10 370 - RI Ralphiolepis indica-., Indian Hawthorne hoe and Matching, 36" O.C. 9 66 10 660 BT Berberis trifoliolata Agarito` 24" ht. x 24" w. min., 5 gal., Full and Matching, 36" O.C. 0 20 1 20 IVN Ilex vomitoda'Nana' Dwarf Yau on Holl' x min., 3 gal. min., Full and Branching , 24" O.C. and B PERRENIALS/GRASSES 80 ST Stipa tenuissima Mexican I iather Gi Ss 1 gal. pots min., 18" O.C., Tri. Spacing \ ,\ . •��\\ 755 TA Trachelsopermum asiaticum Asian Jas in 1 gal. pots min., 18" O.C., Tri. Spacing �\ 935 SY SOD Cynodon spp. Bermud' d Tight, sand rolled joints, finished sod be free to of weeds. 3" Metal Edge, color to be black or ME Metal Edge green, Metal Edge to be provide wherever a plant bed meets sod. NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALLED OUT ABOVE. Pot IZE CALLED OUT IS A MINIMUM REQUIREMENT. m. r Kimley Horn and Associates, Inc. 1270D Pc en al ve, LLSutfe Dallas, Texas 75251 Tel. No. (972) 770-1300 Fox No. '(972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRE SAN ANTONIO, TEXASI 210-476-6000 ZIP 78216 THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS,, LP SAN ANTONIO, TEXAS AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS.': LP. SHEET TITLE: LANDSO PLAN UNIT NO.: 13-027 DATE:09/28/2010 SCALE: 1 "=20' DRAWN BY: DMY APPROVED BY: LO SHEET NO: L-1.0 �d ll/t�l� F_ - ------------------------=----------� r-------------_----� LOWES DEVELOPMENT I s ; I LOT 10, BLOCK 1 SPRING CREEK COMMONS I I I 1 z 9287/128 ZONING: rI I .I ! I) C-1 (GENERAL_G&I ✓' r �'''_ m /'' I ( U OV` (-GREENS PRAIRIE OVERLAY) _ _ _ / / E r" to LAND USE RETAIL _ EXIS77NG l ' '"EXISTING t /---- - - --- ---. , 6 WATER LINE !36 STORM SEWER (r EXIS77NG z EXIS77NG +! t- !( 6,rSANITARY--�-- �7� I r. f r \ \(� �� EXIS77NG I I '/ 23' PUBLIC 1% ! ; pA II t SEWER ; - - 20' PUBLIC I ! ! j UTILITY %! Il A=01045136 `: , , ( CO EXIS77NG ( UnuTY 1 EASEMENT s fI ` \20' PUBLIC R=512.50' EASEMENT I i`'� I \`��� — '', I o' ; �� _ —15.7 �'�, \ _ _..._ - �} _ .1 / I I, U71LI Y EASEMENT I 1 0 20 40 I, 1 ' r GRAPHIC SCALE 20' S 49°251'01" E,05.6' 10.76 i 111 �I 1• PC -- - OD S Z C4 0-0 NO SB RI -- ,�.rnGi %- Q g 6 CIV"C� TA TA IVN . �� r / / : — Q � ST 15 LYE 24� = I , i _I rrWnn 52 5(0 ~ -"'• -00 � � 2 � o .�' � /' � CITY OF COLLEGE STATION' I 00 J 3 _ s w 290 r- "/ "'/ /, :I; : LANDSCAPE POINT CALCULATIONS ! —� -_ -- I / O RI '� ' �I I " l I 1 45,495S U tj =; : ''•t TD TOTAL AREA OF SITE: y I - " -\ • . � � ,r , I I (1. 4 ACRES TA 15 TA I - 1: •' STREETSCAPE REQUIRMENTS: REQ. Y _ - . __ 1 1 • I I IVN � 70 � r " J I / - ••' it 300 POINTS REQUIRED PER 50 LF OF STREET 'i I / I FRONTAGE 1,188 POINTS SEAL: 1 9v (198 LF / 50 X 300): 1 I I CO NO r f ,z i :Ic\i 'I 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGE PROP,a��D I / I s, McDONALDS 8 TREES REQUI D 2 I N (19s/25LF): PRELIMINARY OI�E' STORY .�J I � ; - s' N ! LOT 1, BLOCK 1 I _ BUILDING !P4) `J�o� L'- i ' i I ALAM ADDITION 4261 /181 POINTS PER PROJECT AREA: NOT FOR W %V 1 E °� ( 3,325 SQ'. FT. i 1 = O. P.R.B...T. + I P_ ZONING: 45,496 SF / 1,000 X 60 2,730 POINTS _CONSTRUCTIO Z a� r I N F.F. ELEV. = 292' ' I i N j SPRING CREEK COMMONS J'r r ' N ( PROPOSED USE. 0 /� 1 ( C-1 (GENERAL COMMERCIAL) iA OV (GREENS PRAIRIE OVERLAY) TOTAL POINTS REQUIRED: 3,918 POINTS LOT 5, BLOCK 1 _ f= N p .00 ( RESTAURANT !. , I I j I , ; O J e' ✓ t jl . ?, LAND USE: RESTAURANT 9287/128 J W W ( I / I 1 d' 10% DEDUCTION FOR TEXAS RLA PREPARING PLANS: -391 POINTS ZONING:._ {� ;n REMAINING I W O) 1 ( _ _._ I �:' r r. I ; t .. \. fn �1 C-1 (GEN EBAk 'COMMERCIAL) Z N 0.14 ACRES 1 N ° TOTAL POINTS REQUIRED FOR PROJECT: 3,527 POINT OV (GREEKS PRAIRIE OVERLAY) i— I O I - WHAT"vttc>r II ���� j ( i I ::•• + �� I LAND USE: VACANT o Q„ o I �: I + V_ 1 I O •- '' I -' " LOT 4, BLOCK 1 °` I '.: TOTAL POINTS PROVIDED FOR PROJECT: 3,530 POINT X Z 1 �' --o°- -- �- - - .... SPRING CREEK `' UJ (,�= ' �' COMMONS : ! I { t I ... ' \\✓ 1 1.04 ACRES ! — r- c' I� , r N LI I 11 TA a --- PC i ,� �,H . I ����; 5 I — I 10 �' 2 I ! (' �d cwa8t0S, Inc. ' ST tt •- - 12700 Park Central Drive, Sults 18 0 ,: - I I .. • .. I I ...• �) - Ic�Y- � ., I( Dallas. Texas '/5251 I 14 Tel. No. 972 770-1300 Fax No. 972 239-3820 f 3 Certificate of Registration: #928 291 Ol] IUJW - - ( ST % / PROPOSED SB q �+ _------~ 1 CONTRACTOR TO LOCATE EXISTING FRANCHISE SB i SIGN °� PLANTING SCHEDULE UTILITIES PRIOR TO DIGGING TREE PITS; _ _ 6 — FLAG POLE `ti 6 ti I Q N I ' I i �E TREE LOCATIONS SHOWN MAY NEED TO BE ADJUSTED / POINT �PECIFICATIONS ���������IN THE FIELD. TREES MUST STAY OUT OF THE STREET TREES, 4NON-CANOPLI - ! I `� / SYMBOL COUNT VALUE POINT TAG BOTANICAL NAME COMMON ME 'SEMINOLE PIPELINE EASEMENT,' HOWEVER, THEY MAY �' - TREES SUBSTITIUTED FOR 2 I % } I i 300 CONCORD PLAZA DRI E - - - BE LOCATED IN THE PUBLIC UTILITY EASEMENT / 4 `, I ; TREES SAN ANTONIO, TEXA CANOPY TREES _•_ _ � - . •. - , . _ "cal. min., 10 12' ht. x 3 5' sprd., THIS 210-476-6000 THE ZIP 782 -_ — 4 .. : --.: .. 961 \\ \ PROPERTY IF 29 J:� •/ -:... 5 :., - ' e g 150"/ 1350' PC Pistacia chinensis Chinese Plis the t I SOD 294' Ola. I trai ht Trunk Full Branchin SAN ANTONIO TEXAS AND M Y ASPHALT PAVING (RIGHT OF WAY VARIES) y -- `qc_, .-.__�-_ — ,,5 .� '3 = ' _-- ' t—,i,S •— EtPV--AS—= UE2JJ AS S —�•!' ,I• S -GAS' 14 i 5/ 44 5 Q 20 Hardy Red 37 GAS 66 0 20 PERRENIALS/GRASSES j ' terer 80 — — —- _ml �E lS7�NG 20 1 It X ome I 10 -_ - - ..-,. :L,?iF C 0� • . •.. � '. -.••.IIPUBUC UTILlT3' i d Holly 1 .. - - COPi ., �. _- —COP .vi — _ . CUtiU---__. _ ni1A•iy - �.,,�., �o EASEMENT ' I p n Holly -_ (AMY; �I Stipa tenuissima _ t / LrJkiPVt ther Gr u _ r _ ' FH -6- Trachelsopermum asiatipum 26.50' ""s _ _ 198.QOr I� —' IN 43°18'22" W 224.50' - ;; � �+ EXISTING 25' U71LlTY EASEMENT �3 —-- EXISTING 15' PUBLIC UTILITY EASEMENT _ s I j RI 26 6 NOTE: DUE TO DIFFERENCE BETWEEN FINISHED GRADE ICB OF THE PARKING LOT AND THE EXISTING ELEVATION ; r / 1 f ; X ` ri' \ 66 AT RIGHT OF WAY, NO BERM HAS BEEN PROVIDED. .• ,T'� !r 4;64,�;;ijJxK - RIGHT OF WAY IS MIN. 2.5' ABOVE FINISHED / > , ELEVATION OF PARKING LOT. — — — — — — — — — '-` _ _... __. _. _ _.. _.. _ ._ -- _ _ _ -_... _._ —245-- —. _..._ ._......_. _.- — —. __ .._ _ _. __ --_. _..- •-- — .._ __ —• -- _..._ ..._ -..- ...._ .._ — —• -- .-„_ _ ASPHALT PAVING (RIGHT OF WAY VARIES) 1NNE��\`y1 145 g ' g NOT BE USED OR REPRODUCED N WHOLE OR IN PART WITHO T THE EXPRESSED WRITTEN CONS OF WHATABURGER RESTAURANTS, cal. min., 10-12' ht. x 3-5' sprd., 156 450" TD Taxodium distichum Bald Cypres traight Trunk, Full Branching SHEET TITLE: 40' 3601*'LI Lagerstoemia indicayI Crape Myrit ulti-trunk Specimen, 3 Stems min. 10- (i) 1 9111" SHRUBS 0 5/ 44 5 Q 20 Hardy Red 37 10 66 0 20 PERRENIALS/GRASSES j ' terer 80 1NNE��\`y1 145 g ' g NOT BE USED OR REPRODUCED N WHOLE OR IN PART WITHO T THE EXPRESSED WRITTEN CONS OF WHATABURGER RESTAURANTS, cal. min., 10-12' ht. x 3-5' sprd., 156 450" TD Taxodium distichum Bald Cypres traight Trunk, Full Branching SHEET TITLE: 40' 3601*'LI Lagerstoemia indicayI Crape Myrit ulti-trunk Specimen, 3 Stems min. 10- 55(y/ LF Leucophyllufrutescens m 'Green Cloud' Green Cl ou Sage Texan 10 50 NO Nerium oleander'Hardy Red' Hardy Red leande 10 220 SB Spirea x bumalda 'Anthpny Waterer' Antho ey pirea S pirea j ' terer 10 370 RI Ralphiolepis indica Indian Hawt ome I 10 660 ICB Ilex cornuta'Burfurdii mina' Dwarf Burfo d Holly 1 20 IVN Ilex vomitoda'Nana' Dwarf YaL p n Holly ST Stipa tenuissima Mexican �e ther Gr TA Trachelsopermum asiatipum Asian Jas 4" ht. x 24" w. min., q_g,,iLiliD., Full Ind Matching, 42" O.C. �O" ht. x 36" w. min., 7 gal. min., Full nd Matching, 48" O.C. 8" ht. x 18" w. min., 5 gal. min., Full Ind Matching 8" ht. x 24" w. min., 5 gal. min, Full Ind Matching, 36" O.C. A" ht. x 24" w. min., 5 gal., Full and hatching, 36" O.C. 2" ht. x 18" w. min., 3 gal. min., Full Ind Branching, 24" O.C. gal. pots min., 18" O.C., Tri. Spacing gal. pots min., 18" O.C., Tri. Spacing River Rock to be 1" - 3" diameter, RV River Rock smooth and free of fines; owner to approve rock color prior to ordering. 3" Metal Edge, color to be black or ME Metal Edge green, Metal Edge to be provide wherever a plant bed meets sod. NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALF ED OUT ABOVE. POT IZE CALLED OUT IS A MINIMUM REQUIREMENT. I I I I I ' UNIT NO.: 13-027 DATE: 08/30/2010 SCALE: 1 "=20' DRAWN BY: DMY APPROVED- BY: LO SHEET NO: L-1.0 S Tight, sand rolled joints, finished sod " 935 SY SOD Cynodon spp. Bermuda to be free of weeds. River Rock to be 1" - 3" diameter, RV River Rock smooth and free of fines; owner to approve rock color prior to ordering. 3" Metal Edge, color to be black or ME Metal Edge green, Metal Edge to be provide wherever a plant bed meets sod. NOTE: CONTRACTOR TO SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALF ED OUT ABOVE. POT IZE CALLED OUT IS A MINIMUM REQUIREMENT. 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CREEK COMMONS ('I (;> 92&'7/128 Y -- r N \ r ) °C GENERAL.-GOMMtCIALZONING: 86— ,.��VY-) r1 LAND USE: RETAIL - � — __ _� � � � I � ---..._.-,��; � I c � " I i EXISTING -- -T/NG i -EXISTING 1 '' 6" WATER �; % „ o ._.__ --____ ? �= LINE I 36 STORM SEWER II ( EXIS77NG _ _� I __r I I � ; t�, , I I Al 61 SANITARY 281-- \ _ -" 3 I ,v EX/STING A( I / I o • • EX/S77NG, I I 23' PUBLIC i li SEWER I 1I i 01 45 3 20' PUBLIC v'� UT/LITY „- ;i. EX/S77NG R=512.50 ?' +, I� UTILITY EASEMENT jl <, ,20' PUBLIC - ' r �� EASEMENT ( L-1'5.74 \UTILITY EASEMENT._._.__-. �'� I E` _. � _•_�/_ _ > ._.._..__ ___ \ •--„,•y..-----'.�-` ,, I _� �� _ _�` CB=S500 7`48"B '' r' -I- J E 1 EXISTING �I' ' �~ F� - j 'R-7 _ ,� �' LIGHT POLE - Z i. `- -EXISTING ACCESS I , j!. DRIVE' S 49a2g0l ! X216.4 ! --�= IZi 0.76 u. ""� °i / O f '..+��. BLOCK WALL 1'r). E (7' MAY RFTAININ(l N V ,l�p�s n . I . �/ ��/ ! / ! I • r y Y W �' /� JJ y 6 Ly1 0, f C Y t WARNING � � ���E I �4 t� i HIGH PRESSURE PIPELINE(Sl Z % _ __ __ __ _ _ _ ✓A.aF C - EXCA VA TION AND/OR CONS TRUC TION- PROHIBITED WITHOUT WRITTEN PERMISSION_2,a<: -... - -- - _ - EXISTING STONE " - - RIP -RAP h _ 15 4�- NOTES 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 1 50'OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 1 21 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ✓✓ ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. t5!/SIGNS ARE TO BE PERMITTED SEPARATELY. 6. EXTERIOR BUILDING 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 —c y 0 20' 40' GRAPHIC SCALE 20' ICINITY MAP Min 0•�E::...:�.�, .......... . nb� OT TO SCA X2:31 ETA, VENDOR INFORMATION FOR REFERENCE PURPOSES ONLY FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES LEGAL DESCRIPTIO N WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LOU D P LAI N LIGHT NOT DOES CROSS ANY PR OPERTY LINE. - - - - - - 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO SUBJECT SITE APPEARS TO LIE 6" w VEHICULAR LOADINGS. 3�alCJ: i i i j 36" sD TO FIRM MAP NO.48041CO205 D ICINITY MAP Min 0•�E::...:�.�, .......... . nb� OT TO SCA X2:31 ETA, VENDOR INFORMATION FOR REFERENCE PURPOSES ONLY FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES LEGAL DESCRIPTIO N WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LOU D P LAI N LIGHT NOT DOES CROSS ANY PR rrtcc,.wvc rv� rnnn:rvu 1 VYY-AWAT-LUIVt nrtc uuvc n� rnnn:rvu 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" EJNDRIVd ON 3NK13illd 3NOZ AVMV-MOl `JNDrdVd ON 3NV1 a8Id '4 FIRE LANE MARKINGS I" 12" 18" SIGN f11 3/8" 2" B SERIES 1/8" 2- 2"C "2"C SERIES 1 1/2" 2"C SERIES 1 1/2" 2"C SERIES 2 1/2" A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. II i1kTMjM= A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET STATE HIGHWAY 6 FRONTAGE ROAD��cno WATER & SANITARY ASPHALT PAVING (RIGHT OF WAY VARIES) �.� :k ok'�" ��� SEWER DEMANDS 41 C\(,� e � � AVERAGE WATER DEMANDS 3.7 GAL/MIN MAXIMUM WATER DEMANDS 3,520 GPM MINIMUM WATER DEMANDS 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. T. I .A. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS SITE LINE TYPE LEGEND OPERTY LINE. - - - - - - 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO SUBJECT SITE APPEARS TO LIE 6" w VEHICULAR LOADINGS. WITHIN ZONE "X” ACCORDING EXISTING SANITARY SEWER LINE: & SIZE 36" sD TO FIRM MAP NO.48041CO205 D 8. CONTRACTOR TO SUBMIT SEPARATE PERMIT APPLICATION FOR EFFECTIVE DATE EXISTING COMMUNICATION LINE RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. FEBRUARY 9, 2000 9. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" EXISTING CONTOURS K 1 OF LINES TO BE A MINIMUM OF 0.40%. FIRE PROTECTION 10. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900 (DR -14) PROPOSED FIRELANE MERNMDECORATIVE STAMPED CONCRETE CLASS 305. WATER LINES WAND SMALLER SHALL BE TYPE K COPPER FIRE HYDRANTS MUST BE OPERABLE AND ACCEPTED THERICE TUBING. BY THE CITY, AND DRIVES MUST HAVE AN ALL `HEATHER C)NG TH]= �JORTHEASlC�N�_OF WAY1 !NEF _ - _ ;_ SURFACE BEFORE A BUILDING PERMIT CAN BE ISSUED. HIGHW 6 %SND THE BUILDING TYPE IS "VB". REAR Y A DISTAN ,PLEASE -SEE THE FIRE FLOW -ANALYSIS Df %i1 -u rrtcc,.wvc rv� rnnn:rvu 1 VYY-AWAT-LUIVt nrtc uuvc n� rnnn:rvu 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" EJNDRIVd ON 3NK13illd 3NOZ AVMV-MOl `JNDrdVd ON 3NV1 a8Id '4 FIRE LANE MARKINGS I" 12" 18" SIGN f11 3/8" 2" B SERIES 1/8" 2- 2"C "2"C SERIES 1 1/2" 2"C SERIES 1 1/2" 2"C SERIES 2 1/2" A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. II i1kTMjM= A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET STATE HIGHWAY 6 FRONTAGE ROAD��cno WATER & SANITARY ASPHALT PAVING (RIGHT OF WAY VARIES) �.� :k ok'�" ��� SEWER DEMANDS 41 C\(,� e � � AVERAGE WATER DEMANDS 3.7 GAL/MIN MAXIMUM WATER DEMANDS 3,520 GPM MINIMUM WATER DEMANDS 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. T. I .A. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS SITE LINE TYPE LEGEND BOUNDARY LINE - - - - - - - EASEMENT LINE — — SETBACK LINE 6" w EXISTING WATER LINE & SIZE lmli�. EXISTING SANITARY SEWER LINE: & SIZE 36" sD EXISTING STORM SEWER & SIZE GAs — cis EXISTING GAS LINE ckwm EXISTING COMMUNICATION LINE --'- '- PFIE '-- -- - EXISTING OVERHEAD ELECTRIC LINE 1, EXISTING CONCRETE PAVEMENT — —634— -- EXISTING CONTOURS K 1 OF EXISTING CURB l` rrtcc,.wvc rv� rnnn:rvu 1 VYY-AWAT-LUIVt nrtc uuvc n� rnnn:rvu 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING "FIRE LANE NO PARKING TOW -AWAY -ZONE" EJNDRIVd ON 3NK13illd 3NOZ AVMV-MOl `JNDrdVd ON 3NV1 a8Id '4 FIRE LANE MARKINGS I" 12" 18" SIGN f11 3/8" 2" B SERIES 1/8" 2- 2"C "2"C SERIES 1 1/2" 2"C SERIES 1 1/2" 2"C SERIES 2 1/2" A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. II i1kTMjM= A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET STATE HIGHWAY 6 FRONTAGE ROAD��cno WATER & SANITARY ASPHALT PAVING (RIGHT OF WAY VARIES) �.� :k ok'�" ��� SEWER DEMANDS 41 C\(,� e � � AVERAGE WATER DEMANDS 3.7 GAL/MIN MAXIMUM WATER DEMANDS 3,520 GPM MINIMUM WATER DEMANDS 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. T. I .A. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS SITE LINE TYPE LEGEND ENGINEER/SURVEYOR: ❑E Icimley-Horn E❑ and Associates, Inc 12700 PARK CENTRAL DRIVE, SUITE 1800 DALLAS, TEXAS 75251 TEL. NO.: (972) 770-1300 FAX NO • 19721239-"820 ALL THATERTAIN LOT, TRACT OR PARCEL OF LAND BEING 1.04 ACRES SITUATED N THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54, BRAZOS� LINTY, TEXAS AND BEING A PART OF LOT 4, BLOCK 1 OF SPRING CREEK CC OMONS, PHASE 4 AND 5, OF RECORD IN VOLUME 9287, PAGE 128, OF THE Of 'FICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID 1.04 ACRE TRACT BE 4G MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLIO S: I I II BEGINNINJ BOUNDARY LINE - - - - - - - EASEMENT LINE — — SETBACK LINE 6" w EXISTING WATER LINE & SIZE 6' s EXISTING SANITARY SEWER LINE: & SIZE 36" sD EXISTING STORM SEWER & SIZE GAs — cis EXISTING GAS LINE ckwm EXISTING COMMUNICATION LINE --'- '- PFIE '-- -- - EXISTING OVERHEAD ELECTRIC LINE 1, EXISTING CONCRETE PAVEMENT — —634— -- EXISTING CONTOURS K 1 OF EXISTING CURB -AM ADDITION OF RECORD IN VOLUME 4261, PAGE EXISTING RETAINING WALL FL — —FL-- — PROPOSED FIRELANE MERNMDECORATIVE STAMPED CONCRETE BUILDIHEIGHT PROPOSED CURB THERICE PROPOSED BLOCK RETAINING WALL ENGINEER/SURVEYOR: ❑E Icimley-Horn E❑ and Associates, Inc 12700 PARK CENTRAL DRIVE, SUITE 1800 DALLAS, TEXAS 75251 TEL. NO.: (972) 770-1300 FAX NO • 19721239-"820 ALL THATERTAIN LOT, TRACT OR PARCEL OF LAND BEING 1.04 ACRES SITUATED N THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54, BRAZOS� LINTY, TEXAS AND BEING A PART OF LOT 4, BLOCK 1 OF SPRING CREEK CC OMONS, PHASE 4 AND 5, OF RECORD IN VOLUME 9287, PAGE 128, OF THE Of 'FICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID 1.04 ACRE TRACT BE 4G MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLIO S: I I II BEGINNINJ AT A 1/21 lRO� ROD WITH CAP SET FOR THE MOST SOUTHERLY CONTACT: HILLARY KEIL VONAHSEN, P.E. CORNER, AID COR ER' EING LOCATED IN THE NORTHEAST Whataburger Restaurants, LP RIGHT -OF AY LIN OF STATE HIGHWAY 6 AND BEING THE SOUTH CORNER Q �� OF SAIDIL T 4, BLOCK 1, SAME BEING THE MOST WESTERLY CORNER OF 45,495 SF (1.04 AC) LOT 1, BL K 1 OF E A -AM ADDITION OF RECORD IN VOLUME 4261, PAGE LOT CI 181; Contact: Mary Castille = 0.073 BUILDIHEIGHT THERICE 9°18'22"_ A C)NG TH]= �JORTHEASlC�N�_OF WAY1 !NEF _ - _ ;_ SAID STA HIGHW 6 %SND THE SOUTHWEST LINE OF SAID LOT 4, BLOCK 1 REAR Y A DISTAN : OF 198100 FET TO A CALCULATED POINT FOR THE MOST REQUIRED WESTERL CORNER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST WESTERL CORNER( OF SAID LOT 4, BLOCK 1 BEARS N 49°18'22" W A =11,230 SF DISTANCE F 26.50 EET; =27,812 (0.64 AC) (PARKING THENCE' 41-1429- , Ai OF 225.22 FEET TO A CALCULATED POINT FO THEIMO T N �(,,STANCE KTHERLY CORNER, SAID CORNER BEING SUB 1) LOCATED N THE NC RTHd1AST LINE OF SAID LOT 4, BLOCK 1, SAME BEING A —1,449 LF SOUTHW TERLY LIVE O LOT 10, BLOCK 1 OF SAID SPRING CREEK DRIVEW COMMON„ A CHIS ED," " IN CONCRETE BEARS N 49°25'01" W A DISTANCE OF 10.76 F ET; i I THENCE S 9°25'01" F�, ALI DING THE NORTHEAST LINE OF SAID LOT 4, BLOCK 1 AND TE SOUTHVYZEST IL NE OF SAID LOT 10, BLOCK 1 A DISTANCE OF 205.69 FE . TO A 1/29" IR ROD WITH CAP SET FOR THE MOST EASTERLY CORNER, AID CORI E ;E EING THE EAST CORNER OF SAID LOT 4, BLOCK 1, SAME BEI G A SOU HER CORNER OF SAID LOT 10, BLOCK 1 AND BEING LOCATED q THE NC 1 RTHV iY IEST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION; THENCE) 83°11'27" ALONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AND TH NORTH gw ESTI LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITION DISTAN E O 225.82 FEET TO THE PLACE OF BEGINNING AND CONTAINII GAN ARIA O 1.04 ACRES OF LAND, MORE OR LESS. S[ DATA TABLE CURREN ZONING FOR REVIEW ONLY =C-1 "GENERAL COMMERCIAL" CONTACT: HILLARY KEIL VONAHSEN, P.E. APPLICANT: OV "GREENS PRAIRIE � 0 Whataburger Restaurants, LP LL OVERLAY DISTRICT" PROPOS D USE Q �� = RESTAURANTW/ DRIVE THRU LOT ARRIk * DIMENSIONS SHOWN ARE TAKEN FROM 06 45,495 SF (1.04 AC) BUILD( SLAB = 3,325 SF (0.076 AC) LOT CI RAGE Contact: Mary Castille = 0.073 BUILDIHEIGHT = 22'-0" =40'-0 FRONI JARD'SETBACK' ARCHITECT: SIDE "AfID SETBACK = 7'-5" REAR Y RD SETBACK 14110 Dallas Parkway Suite 300 =15-0" PARKIN REQUIRED PHASE --34 1 SPACE /100 SF) PARKINC PROVIDED = 34 (INCLUDES 2 HC SPACES) DSC P Contact: Lisa White =11,230 SF ONSITE AVING =27,812 (0.64 AC) (PARKING & DR VES) 1845 Woodall Rodgers Freeway Dallas, Texas 75201 BLDGPERIMETER WAL =1,387 SF ISLAND AVING SUB 1) =121 SF CURB —1,449 LF DRIVE I—I RU STACKIN PROVIDED = 7 DRIVEW S = 4 CREEK COMMONS / BLOCK .04 ACRES •OLUME 8 • LEAGUE, A-54 EGE STATION,1 • TEXAS SEPTEMBER 1 2010 CERTIFICATE OF REGISTRATION # 928 FOR REVIEW ONLY CONTACT: HILLARY KEIL VONAHSEN, P.E. APPLICANT: � 0 Whataburger Restaurants, LP LL NOTE 300 Concord Plaza Drive F— 0 Q �� San Antonio, Texas 16 * DIMENSIONS SHOWN ARE TAKEN FROM 06 Tel. No.: (210) 476 - 6615 6615 MASONRY LEDGE. Fax No.: (210) 395-6625 REFER TO ARCHITECTURAL CONSTRUCTION Contact: Mary Castille DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. ARCHITECT: GHA Architecture / Development 14110 Dallas Parkway Suite 300 allaTexas 75254 PHASE Tell. Nos. (972) 239-8884 Fax No.: (972) 239-5054 Contact: Lisa White ROBE f DEVELOPER: DuWest Realty 1845 Woodall Rodgers Freeway Dallas, Texas 75201 Tel. No.: (214) 720-0004 Contact: Corey Duhon SUB 1) CREEK COMMONS / BLOCK .04 ACRES •OLUME 8 • LEAGUE, A-54 EGE STATION,1 • TEXAS SEPTEMBER 1 2010 01M_1111111 PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES E � 0 uj �- LL Q CM r EZ Z F— 0 Q �� Y J m 06 01M_1111111 PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES Eon odmU°' Engineer Hillary VonAhsen, P.E. P.E. W. 103601 Date 09/01/10 C2 MM r_ IGmley-Horn and Associates, Inc. 12700 Park Central Drive, SuIte_1 OQ, '7aifaa; "f6uae' 73251 Tel. No. (972) 770-1300 Fax No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DRI' SAN ANTONIO, TEXA 210-476-6000 ZIP 782' THIS DRAWING IS THE PROPERTY WHATABURGER RESTAURANTS, SAN ANTONIO, TEXAS AND M NOT BE USED OR REPRODUCED WHOLE OR IN PART WITHO THE EXPRESSED WRITTEN CONSE OF WHATABURGER RESTAURANTS. SHEET TITLE: UNIT NO.: 13-027 DATE: 08/19/2010 SCALE: 1 "=20' DRAWN BY: HKV/DD APPROVED BY: LO SHEET NO: C-2.0 iso I�f0/1U,;� 1a�1� 0,107k 10 PLAN 4" MIN 6" SECTION N.T.S. al dik 1i, N.T.S. .n 1D 2"X2"X8' STEEL FENCE 'T' POST, 3 PER TREE, EQUALLY SPACED, MATERIAL PER NOTES AND/OR SPECIFICATIONS. 2O 4" EARTH SAUCER 3O GALVANIZED GUY WIRE; ADD TURNBUCKLES AS NECESSARY TO STABILIZE TREE. O RUBBER CHAFING GUARDS M�5 4" MULCH PER SPECIFICATIONS O ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. �7 PLANTING PIT EXCAVATED 24" LARGER (MIN.) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR ; AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. O PIT BACKFILL SOIL PER SPECIFICATIONS O9 UNDISTURBED EARTH 1O 2"X2"X24" WOOD STAKE, 3 PER TREE, MATERIAL PER NOTES AND/OR SPECIFICATIONS 2U 4" EARTH SAUCER 3� GALVANIZED GUY WIRE; ADD TURNBUCKLES AS NECESSARY TO STABILIZE TREE. 4O WARNING FLAGS 5� RUBBER CHAFING GUARDS O 4" -MULCH PER SPECIFICATIONS 7O ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL �8 PLANTING PIT EXCAVATED 24" LARGER (MIN.) THAN WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. O9 PIT BACKFILL SOIL PER SPECIFICATIONS 10 UNDISTURBED EARTH 04" MULCH PER SPECIFICATIONS 03" HIGH EARTH SAUCER �3 PLANTING PIT: EXCAVATE 12" LARGER (MIN.) THAN WIDTH OF ROOTBALL, W/ PIT DEPTH AS NEEDED TO SET ROOTBALL ®PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. J ROOT BALL: REMOVE FROM CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. �5 PIT BACKFILL W/ PREPARED SOIL BED MIX PER SPECIFICATIONS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS PLANTINGS. O UNDISTURBED EARTH SPACING AS NOTED + SPACING SPACING AS NOTED AS NOTED MI AAI U1 GROUNDCOVER �2 4" MULCH PER SPECIFICTIONS @3 BED SOIL PER SPECIFICATIONS 0 EXISTING SUBGRADE N.T.S. SECTION N.T.S. SEAL: 9 24 87 FOF� rt �:;�r•. 12700 Park Central Drive, Suite iBOD Dallas. Texas 75251 Tel. No. (972) 770-1300 Fox No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DIVE SAN ANTONIO, TE � S 210-476-6000 ZIP 78 F16 THIS DRAWING IS THE PROP OF WHATABURGER RESTAURANTS,'' LP SAN ANTONIO, TEXAS AND 'AY NOT BE USED OR REPRODUCE), EPRODU IN WHOLE OR IN PART WITH UT THE EXPRESSED WRITTEN CON ENT OF WHATABURGER RESTAURANTS l I.P. SHEET TITLE: LANDSCAP�El i PLAN UNIT NO.: 13-027 DATE: I 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: L-2.0 PLANTING NOTES TICES AND SHALL 1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND N. RSERY �PR MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF "AMEI I ANS ANI ARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT IV ITTEN AU11HORIZATION FROM Z J Q OWNER OR LANDSCAPE ARCHITECT. ANY SUBSTITUTIONS OF PLAN --I MATER LSI WILL REQUIRE RESUBMITTAL AND APPROVAL BY THE CITY. IN ',THE EVENT OF DISCR, EPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. m = CD 3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTR TOR S AL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED- BY HIS WORK. I AX. ODIFFERENT PLANTING TREATMENTS. 1 4. ALL LANDSCAPED AREAS SHALL BE FULLY IRRIGATED WITH AN AUTOMATIC I RIG' TION SYSTEM. STEEL EDGING O 5. STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWIN CONTRACTOR MAY SUGGEST ALTERNATE METHODS, ASSUMING FULL RII DETA SPON�IBILITY ILS ARE PREFERRED. FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGH1 ANY TREES BLOWN OVER OR \% 3 O BED SOIL. 12" MINIMUM DEPTH. DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE 01r11NE . /III—REF: NOTE: AND/OR SPECS FOR II—II MIX. & DEPTH. 6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR 'S ACIN NATIVE SOIL 7. PROVIDE A STEEL EDGE BETWEEN ALL PLANTING BEDS AND LAWN AR AS. 8. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 4" SH EDDED HJIRDWOOD MULCH. 9. PROVIDE GRASS SEEDING OR LAY SOD FOR PROPOSED LAWN AREASi 10 ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE OF PROPERTLY LINE. 10. THE CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MAINTENANCE 91: ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED I NEAP A D ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITEDTD, MOWING ;EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMM N TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HE1kLTHY AN ;GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIA! THAT DIS SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY.' 11. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AID DRAIN E AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAYS AND ADJACENT PROPERTY 41STURBED �URING CONSTRUCTION. 12. ALL DISTURBED AREAS ON SITE NOT CALLED TO BE SODDED, SHALL 13E REE TA' LISHED WITH SEED OR HYDROMULCH. 13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING LANDSCAPER'S BLEW BY SOIL BUILDING SOLUTIONS OR EQUAL. CONTRACTOR TO MIX 4" LAYER OF SBS LANE SCAPE:CS� BLEND WITH NATIVE SOIL AND TILL TO A DEPTH OF 8". FINISHED GRADES OF PLANTING EDS TOB 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. SEAL: 9 24 87 FOF� rt �:;�r•. 12700 Park Central Drive, Suite iBOD Dallas. Texas 75251 Tel. No. (972) 770-1300 Fox No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DIVE SAN ANTONIO, TE � S 210-476-6000 ZIP 78 F16 THIS DRAWING IS THE PROP OF WHATABURGER RESTAURANTS,'' LP SAN ANTONIO, TEXAS AND 'AY NOT BE USED OR REPRODUCE), EPRODU IN WHOLE OR IN PART WITH UT THE EXPRESSED WRITTEN CON ENT OF WHATABURGER RESTAURANTS l I.P. SHEET TITLE: LANDSCAP�El i PLAN UNIT NO.: 13-027 DATE: I 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: L-2.0 d- U LLI �. W LL CO Q Z J Q Z LLI � J 06 co LLJ m = CD SEAL: 9 24 87 FOF� rt �:;�r•. 12700 Park Central Drive, Suite iBOD Dallas. Texas 75251 Tel. No. (972) 770-1300 Fox No. (972) 239-3820 Certificate of Registration: #928 300 CONCORD PLAZA DIVE SAN ANTONIO, TE � S 210-476-6000 ZIP 78 F16 THIS DRAWING IS THE PROP OF WHATABURGER RESTAURANTS,'' LP SAN ANTONIO, TEXAS AND 'AY NOT BE USED OR REPRODUCE), EPRODU IN WHOLE OR IN PART WITH UT THE EXPRESSED WRITTEN CON ENT OF WHATABURGER RESTAURANTS l I.P. SHEET TITLE: LANDSCAP�El i PLAN UNIT NO.: 13-027 DATE: I 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LO SHEET NO: L-2.0 - - -,---- - - �� . .1.111 ___---.-_- _ _ .- 'r'".-- :ice-_.... _. -. ____ .. / __ --_._._------ -.1.11.1 --------------------------- -1 I I LOWS LOT M0, BLOCK CENTERS, INC. I ... SPRING CREEK COMMONS �. µml - ( 9287/128 1; i , I ZONING: I ;a` _.,.. `• I I C-1 (GENERAL.• -COMMERCIAL) :' I' ' . ._. .1111. it,\ . I ' OV GREENS PRAIRIE OVERLAY __................. ..._...........I:.... { 1.111 ... ......................11.11 �..... ( ) ..........._..........- .1111. :::.• .............EXISTING`.: :: EXIS77NG \ :' ,6 ' .- \ -� \ ; LAND USE: RETAIL I I 36" -S-T6kM SEWER F {, ` : {_ `` WATER LINE s :, • :. _.. -1111 6 r . : { . \ -,_ it --i t \ EXISTING...._ ' -\ \ 20 PUBLIC \ 1 - ;XlS77N� I :: :: -- - \ \ UTILITY ;' SAN:"''SEWER I .,; I w \ EASEMENT EASEMENT - p=01 °45'36"" :;, EXIS77Nc 9287/128 I • . 87/12 0 I 5 _ 20 PUBLIC R-512. _.W_ - - 1. :: _, __ ...-� \1, ^:1111-._ - ` 92 �:_' _.- :.. ti.. � UTILITY EASEMEN {........_......... \ U77L T - :.:: _............._...._... ::I. 15.74 �,.,. ::..:::::: \ 287/128 I L ,..._............ T48 _........_- =S50° nE ._ g 1. - C ... V \, .. :1111.. - -:`: ` 'l, : ... : I� 25101 E -,16 4J �, z� _ • -- - �.-. - - - S 49 :-,.::: . I I f' I , tit w ........ ....... 1. _ .. �--1111._ ............ I .11.11_ �:::::....,..,.,...................,..,..... .. 1111 :.. o� _ _. __.............. O _~_.-. _ __......_.......:.............._..... t : - .._............................ _. 1111... . Ira ..........::... _ I PC V ........ __ ' `. ....._.I.........._... -r �. t OD ............ _.... L.... r ..f., 1 .........................._........... ,,.;,3 \ iii \\ .--1.1•1.1 11.11 ,..r...�` .. �,'. 0 \ - 1111.. _. . - N .. = �,: ; .... :. 3tj' i >' ���\� n. Za $ PUBLIC S 45 32 E ::' :� 3 8 > EXISTING 20 TA �. \. EASEMENT TA r I TY EASE IVN {:: unL s 26.5011 - �::\\� \ 15 :,{ 25 25 s 9287/128 �„ 1111 '�>'' OS ED .. P �_ -m- 0 \ R. �- .1111... .1111_ \. _. 11.11,._ _............. .. .. ., .......: ............. .1111. _. ~. _. W, 1111 _. 1111,~ .. ..................... 1111..- _ w,.._... • ;~... 1111._. _- • :. 1111,.. ' DRAINAGE �� ST .�.. ... ...m.......\......\ 1111 . EASEMENT 52 ,- 1111 d_:, ::SEL?L`L'L:t:3' , \ :\ , - __ i�: .. :: --•- - 1111.- ... 1111 r� I'' _....... ;:. 111.1 - • ;�,: -•:. .. LF 3 :\ 21. t I , -` I I �i '�.., 6 ,. TA �, 3 i 1111` 1 :m . 1111 • ... 1111 ., ., ; 1111. - ;:'� � , `, �. o .> : >� \ 40 a \ .1111. o� \.\\\\\\ \\ \ _ TD . [ 'it :..... A / RI ::111:1.... 11 - - - 1111...\\ 11.11. I I, 3 -I { _ 5 \ , { " TA \ I.it Iit -I z m... ED 15 TA :-: r.....m...............-.---1--,..........-.....4-- I PROPOS P.U.E......... .......,.....I,. �\ 70 ` , \ IVN .'' N ....: `.. - e .,1111............,, 1111............. `� .1111_. _.: w ...\\ \ , 5 :::::::::::::• ,: I , - m....�\k .....\1 111;..... m•;�,a,,....... • ' z ..�.m...,..\.\ �\ ? �` (-.:;` CABG COLLEGE STATION, INC. . itI NO Ep <'y, I N LOT 1, BLOCK 1 PROPOS 2 Y ,......,,.......,... I :..; �� r ALAM ADDITION 4261 /181 •F 1 , _ 1-1---11\1Z. -.1111.11-111141 mvv..yrSm..vvv ..:.<. """v'me it . NE sroR RI BUILDING (P4) o P R B c T .._ _\ °.•. l 6 3,325 SQ. FT. I ti ZONING I_ °°' ,...:�\.,\. N C-1 (GENERAL COMMERCIAL) WCO) I Z �- = 292 ............\...\ m..* -..-\.\........1m., .m.... I '..' r' OV GREENS PRAIRIE OVERLAY) Z CD (- F.F. ELEV. 0 J pj { -•`` LAND USE: RESTAURANT D11 USE: d- OPOSE R �� SPRING CREEK COMMONS V Mi "" to I -. __. 'ev :'e; RESTAURANT e �, 4,.. I d' - (0 I LOT 5> BLOCK 1.m..................m............\. ........,. ........,......... V) �: ,J .:\. O W \\ \ � / 9287 128 it :1111:. ` W ::. / • o `''it I: _ _ ;: ;___\ ZONING: _ EMAINING rn • ._•.. C7 R W (W I...... \___ .. I A I �. 1111. MMERCIAL N NERAL"CO ) _ 0.12 ACRES N - oo , C-1 (GE Z • m...mm..m..m.........�\ \m...m.....m....m...a\v ( i.• E OVGREENS PRAIRIE OVERLAY) � O r o . ,,,,,,,,,,,,,.....,\.11111 �: "C-1 OV" .�s11 I VACANT o Q. ° I ZONING: / LAND USE: to { �- I `- ; I T 4 BLOCK 1 I ) \ O LO 1. X� 1, r r d' I TOTAL AREA OF SITE: 210-476-6000 ZIP (1.0@ SPRING CREEK RE Nerium oleander'Hardy Red' � :: 1,188 F ...m...\\..\m. ..\ ....m\\..... 1111 r... ��.. ..��.\r..\ m...�.1 FRONTAGE HU. W Z I (198 LF / 50 X 300): I -d"'Z ;'�+ 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGEg ( COMMONS (198 / 25 LF): OE- ....mmu....,.. .,. Certificate of Registrntlon: it MQ � it I 46,180 SF / 1,000 X 60 2,771 P INTS._ it 1.06 ACRES INTS1 ,. 10%a DEDUCTION FOR TEXAS RLA PREPARING PLANS: ' P INTS'_ R PROJECT: TOTAL POINTS REQUIRED FOR 3,563 -it TOTAL POINTS PROVIDED FOR PROJECT: o. INT; I� J '-+ `' Tq PC I` ..: :; ,.. ; ;; ;;: :1111 1111... .;; .rs 1, , : ;. : .:.. 5 , I : . ;. 1111. r< ..f , .1111°°` `. 1111.` f : \ ::: _ 111.1. .;- 11.11__ _ 1111.. ( _ ` ST ? + f.,, .. .,..1��.�aa 1111 .. °`� - 11 I 11-11- 1111. I ... � 1.111.. -. 11 - Ci} .. - I -;. .. .' \ 14 :: .- +• -.. � 1111, y\ (�: _` .11"tt3= I \ \ :rat' :.a \ f \. . - SOD ............ I . � \ .i: << ............... 'I i ,. . .. 1111 '�: til ................ 11.11\ - '' 1111.. ..... 1111..; :..+.+ 1111. ...1111. , . , "' : .. 1111... -,• tit :;: - -- 1.1•11 - + '- +1111 ::. it ............. _._11<\-, i, i\ I €€ `''` PROPOSEDil 11 FLAG PO E SB I ICN 6 {' SB +:. ::. S :s CONTRACTOR TO LOCATE EXISTING FRANCHISE :�' , ::. ..._,.,......... .......: , 114":1 G TREE PITS; ..._m, .1111. _._..........._._.._.:; " UTILITIES PRIOR TO DIGGING _ - . --.. 6 -- __ ._._..............._._. _._......,.,._ 11.11_. ..............._.... EXISTING 20' SEMINOLE TREE LOCATIONS SHOWN MAY NEED TO BE ADJUSTED -y2/PELINE EASEMENT I ~'' I _ _ I _ _ ----- ELD. TREES MUST STAY OUT OF THE LI IN THE Fl TA . - - - ' WEVER THEY MAY,,.,,. ,..<g�19 - - - - - - 4 - - -' _ _ I- `. L, j- 'SEMINOLE PIPELINE EASEMENT, HO 510 _ _ _ _ �' ` i .1- ... -••... BE LOCATED IN THE PUBLIC UTILITY EASEMENT _ - _ - - - - -1111 „` - - -.-. ----T<- � .... ­111*1 _-........,." .111:1. .. �,.:. •1111... , (:+ ? y y ��,..,. 1111,, ...�.:.. \'. , i; ; �.:." • . ':1111:,, ii ; . y.:��,;i�\.:d \.:�\ �, \. \. .\. ' �. \ '\\• •\\• \ ... "� \ \ \. \. \ \:"\ . L.:\ 1111• , ; \ \ \ \ \ \ \ \ �, ; „ �, - _ 1111 \ \ - - - \�.,.,,............,.,.... , \ \ `t ,... . _-. . _, _ _ - -• :1111 > _.. • _ 1111_ -- ,+.1111 ..............._....,+. _•_.�_ 1111 `� . - __ • +. SOD _ _ ... 1111.. , .. 1111... . , .. . ... ... _ 1111 _ 11:11,: _ _f1A . >._... - - 1111 '�:: �,_..... 11111 _ " __ __� - 1111. . _ _ - . - _ - _ -.. _ • 1111.. ...:� .. ... 1111 1111. _ 1111. _ - _ .. .. 1.111 1111 .: .. .. ... . .. 1111- .. . - _ ... ......._.....,........... - _ - -- _�; 4.11.. �. < �. • 1111- . . . -- 1.1'11 _� . „• •. ;_�: 1111.......... > ........................^1111. I., 1111._. - 1111. .. -_ , 1111 •' 1111.. > : .. __ .. it .. 1111- ...:": �>: �: ... .._�.. .. 1111 _-_ 1111,` ... , _ - 1111.: . •.._....... 1111. :1:111.. ..:1111 ` ,. • . .. - •:,.........._-1111.._:_...... 1111 _. •. \-:.........._ . • . 1111: 1111. .1.1.11. .. ,. .. .......__........ ._<...,.. .. :: :� -� _:1111:,. :., .: � ,:.�:• 1111.. 1111; 1111... _. _ . ........... „ :1111.,. ... _:,.;,....... .......:.:......._........ ...........:... 1111 : _ � 1111... - - - 1111.:, 1111 .1:111.: 11.11 1111 ... •.• ��: >. 1111 ...r....,....:� ~: _._.._.....>...:.... .........................:.., .................... �.. ; -1111.. \. ... ... 1111 ...r%• 111.1 _:., . ...�. . _:..... --'k-'., 1-111.- :11,11,:... 1111. 1111 ... • o0 00 1111. -b 1:111.. 1111.dc I 1111 1111. ° i�l 0 0 11111. •- . :. - .o 1111 ,. _` ��;.- - � , : _. _, 11 ._ _.................................._., . . .- 1111 ...- ..................: ~ :, <. , 1111._ ......:...: .. _ . . 1111.... ... \ \ . .1111,---•--r . .11 _...... ` ._.. __. 111..1 .50 1111: a r ... _ _ 26 r n 1111.. 4.50 :. 2 - W 2 _ ......................_............ .1111 N 49 18 22 _.................._ :::: ;1111. ....... __........................_..........1111............__........... 1111 , �:: :.,.-11 \ .1111. ::.. RI .1111. PC ` EXISTING 15' PUBLIC UTILITY EASEMENT "" .. _1,, • 6 9287/128, 9196/104 ' 26 It \ I 'VINSTALL ASIAN JASMIN ON BT STREET TREES. 4NON-CANOPY TREES SUBSTITIUTED FOR 2 2:1 SLOPE. TRANSITION EXISTING 25' U77LITY EASEMENT CANOPY TREES ` TO SOD AT TOP OF 66 945/391 SLOPE. . .. T�' RCP `\ NOTE: DUE TO DIFFERENCE BETWEEN FINISHED GRADE RCP -' - C�l _.. . .... OF THE PARKING LOT AND THE EXISTING ELEVATION \ . Igc - -" ""' AT RIGHT OF WAY, NO BERM HAS BEEN PROVIDED. " RIGHT OF WAY IS MIN. 2.5' ABOVE FIN►SHED :::::11:.:11 ELEVATION OF PARKING LOT. \ ,� .11.11 ....... . 1111.. .............. 1111... 1111 ...... .... ...... ............._.... .1111.- 1111... 1111.. .................. .111.1... .............. 1111.. 1111... 1111 ............. 1111.11" :- `' CO 0 2I>' 40' ��� GRAPHIC SCALE 29 I � 1� I I I I I I Y OF COL EGE STATION CIT LANDSCAPE POR IT CALCULATIONS III PLANTING SCHEDULE ED U LE POINT POI SYMBOL COUNT VALUE TREES L A 9 150 13, • 3 150 4E 9 40 3( (�)_ SHRUBS 5 10 W5 10 f 20 10 2 0 - . 43 10 4 0 66 10 E 0 20 1 .........I—__..............-...........-..........._....._.............................................._....._........,.. . ..............._........._ .....,:_-,;..,..... 111..1..- ................._. _. . :.1111:..: ......................_ ............._ ........ .. : _.........._.................._....._..._...._..................-.........- :1111: : PERRENIALS/GRAS .11...1 _._ .......1-1_ -1111 ........ ...... 1111. .-::. :... 1111.. ... ........ ....... : 1111 .. .._ ... 1111... .. „ ............ <,..,..,- ............................... 11:11.,„.,,-",. ... _,_, ........_ 11.11.. _.................. 1111 ,-1111.. 1111... v,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,.::..,.,...,;; :: , : ,:11:,11.., , : . 80 .1 111 ...........................1111. .1111 1111 '1111-1 11 ::1111\. •.. 1111... �.._.... :111:1. < \ • \ ' 755 \\. '\ •\\. '\�. ROA® .. ' 840 SY 6 FRONTAGE. STATE HIGHWAY ASPHALT PAVING (RIGHT OF WAY VARIES) I . I � � BOTANICAL NAME CO ON NA E NT TAG i II PC I Pistacia chinensis TD Taxodium distichum LI Lagerstoemia indica 1, r r L TOTAL AREA OF SITE: 210-476-6000 ZIP (1.0@ STREETSCAPE REQUIRMENTS: RE Nerium oleander'Hardy Red' 300 POINTS REQUIRED PER 50 LF OF STREET 1,188 F NTS FRONTAGE HU. Ralphiolepis indica (198 LF / 50 X 300): Suite - 1 CANOPY TREE REQUIRED PER 25 LF OF FRONTAGEg TREES RE. UIR (198 / 25 LF): OE- -.1 - ', ! Certificate of Registrntlon: 1628 MQ � POINTS PER PROJECT AREA: I 46,180 SF / 1,000 X 60 2,771 P INTS._ TOTAL POINTS REQUIRED: 3,959'.P INTS1 - 0 3: CLW 10%a DEDUCTION FOR TEXAS RLA PREPARING PLANS: -396 P INTS'_ R PROJECT: TOTAL POINTS REQUIRED FOR 3,563 P INT: I i TOTAL POINTS PROVIDED FOR PROJECT: 3,590 INT; PLANTING SCHEDULE ED U LE POINT POI SYMBOL COUNT VALUE TREES L A 9 150 13, • 3 150 4E 9 40 3( (�)_ SHRUBS 5 10 W5 10 f 20 10 2 0 - . 43 10 4 0 66 10 E 0 20 1 .........I—__..............-...........-..........._....._.............................................._....._........,.. . ..............._........._ .....,:_-,;..,..... 111..1..- ................._. _. . :.1111:..: ......................_ ............._ ........ .. : _.........._.................._....._..._...._..................-.........- :1111: : PERRENIALS/GRAS .11...1 _._ .......1-1_ -1111 ........ ...... 1111. .-::. :... 1111.. ... ........ ....... : 1111 .. .._ ... 1111... .. „ ............ <,..,..,- ............................... 11:11.,„.,,-",. ... _,_, ........_ 11.11.. _.................. 1111 ,-1111.. 1111... v,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,.::..,.,...,;; :: , : ,:11:,11.., , : . 80 .1 111 ...........................1111. .1111 1111 '1111-1 11 ::1111\. •.. 1111... �.._.... :111:1. < \ • \ ' 755 \\. '\ •\\. '\�. ROA® .. ' 840 SY 6 FRONTAGE. STATE HIGHWAY ASPHALT PAVING (RIGHT OF WAY VARIES) I . I � � BOTANICAL NAME CO ON NA E NT TAG i II PC I Pistacia chinensis TD Taxodium distichum LI Lagerstoemia indica IVN I Ilex vomitoria'Nana! Ch UT 1, r r Leucophyllum frutescens LF 210-476-6000 ZIP 'Green Cloud' NO Trachelsopermum asiaticum Nerium oleander'Hardy Red' SB SOD Spirea x bumalda'Anthony Waterer RI HU. Ralphiolepis indica BT Suite Berberis trifoliolata IVN I Ilex vomitoria'Nana! Ch UT 1, r r ST Stipa tenuissima 210-476-6000 ZIP 1111••,1 ',' TA Trachelsopermum asiaticum WHATABURGER REST riimley-HOrn SOD Cynodon spp. and I�ateel HU. ME Metal Edge AB myrtle Cloud Red C ney W I Y Me ican F( I As n Jasn Be muda I NOTE: CONTRACT11 O 11 R T 11 O SELECT PLANT MATERIAL BASED ON HEIGHT AND WIDTH CALLED O OV .POT REQUIREMENT. SPECIFICATIONS ATIO NS 3" cal. min., 10-12' ht. x 3-5' sprd., Straight Trunk, Full Branching 3" cal. min., 10-12' ht. x 3-5' sprd., Straight Trunk, Full Branching Multi -trunk Specimen, 3 Stems min., 2" cal. min. 24" ht. x 24" w. min., 5 gal. min., Full and Matching, 42" O.C. 30" ht. x 36" w. min., 7 gal. min., Full °r and Matching, 48" O.C. 18" ht. x 18" w. min., 5 gal. min., Full and Matching 18" ht. x 24" w. min., 5 gal. min, Full and Matching, 36„ O.C. 24„ ht. x 24 w. min., 5 gal., Full and Matching, 36" O.C. 12" ht. x 18" w. min., 3 gal. min., Full y and Branching, 24" O.C. 3rass 1 gal. pots min., 18" O.C., Tri. Spacing 1 gal. pots min., 18" O.C., Tri. Spacing Tight, sand rolled joints, finished sod to be free of weeds. 3" Metal Edge, color to be black or green, Metal Edge to be provide wherever a plant bed meets sod. ;ALLED OUT IS A MINIMUM VA 300 CONCORD'P 1, r r SAN ANTONIO, 4 210-476-6000 ZIP 1111••,1 ',' U Lii WHATABURGER REST riimley-HOrn IZ AND MAY and I�ateel HU. ti W LL: 12700 Park Central Dmc, Suite 1800 d`, NLL 6>- RANTS. LP. 11 Tel. No. (972 770-1300 Fax No. (972; 239-3820- OE- -.1 - ', ! Certificate of Registrntlon: 1628 MQ � �_ Q J W -Z Q F J - 0 3: CLW Jad (rD CO J CO U 300 CONCORD'P 1, r r SAN ANTONIO, 4 210-476-6000 ZIP 1111••,1 ',' • , 300 CONCORD'P DRIVE SAN ANTONIO, 4 210-476-6000 ZIP 78216 THIS DRAWING IS THE P N Vu WHATABURGER REST riimley-HOrn SAN ANTONIO, AND MAY and I�ateel HU. 1, 12700 Park Central Dmc, Suite 1800 d`, Dala% Texas 75251{ RANTS. LP. 11 Tel. No. (972 770-1300 Fax No. (972; 239-3820- _ -.1 - ', ! Certificate of Registrntlon: 1628 r IR 300 CONCORD'P DRIVE SAN ANTONIO, TEXAS 210-476-6000 ZIP 78216 THIS DRAWING IS THE P PERTY OF WHATABURGER REST RANT'", LP SAN ANTONIO, AND MAY NOT BE USED OR REP DUCED IN WHOLE OR IN P WITHOUT THE EXPRESSED WR CONSENT OF WHATABURGER REST RANTS. LP. SHEET TITLE: UNIT NO.: 13--'1027 DATE: 10/11/12010 SCALE: 1"=20 DRAWN BY: HIV/DDK APPROVED B LO SHEET N0: rM� )O .( 9- q,OV Z_.A4 Rau -4- � 10/16- d C> : � __ �. I I . �.. . . :... .., � . % . . .. :. I ,;.. . .. - . I — � I . . . ... . . :,. - - . 1, : .t - - :.1. . - . � �. - - - ��_ - - - - �.� 1_ . "� I .. . . __�__ . i ­� PROPOSED FEATURES EXISTING FEATURES . � w- - - - - - - - - - - - t i", t � . . .1 : .. . . , . t � � : z . . .. . F`7 — --'— - — — . . . — — — — — — '� t * , -1 . . . ,.! . . I . . . - . - : . � . . t : . . .. I" �... . w ... t ..".. , I * . . 1 t z I t : . . I— I i . - .. 1 6" CONCRETE CURB . � : I , t 60 SANITARY SEWER LINE -1 � 0 � t - .. VICINITY MAP I;, � . I z I . . LoWES. 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"�,-`._, N 0 ,�., " 00 c, :1 I I I I � 13 1-11, �. 8 1 � I Z' � .�.,., z . M: �, : : ::: : IN :t . . . � - z z , _____-ft.. Uj III I,-- -.1, I i� , FLAG POLE WITH GROUND COMfVOIIS, A CHI,( ELED "X" IN CONCRETE BEARS N 49*25'01" W A DISTANCE z \\,\"U 1­\1­\\­\\1�\1\1 :;:::;;:;: I 1, I __ : : 1 � - : t OR " . F. I I t "I . � a ..." 15.00 I � I - t C 1 I/ � \\\�\\\\\\�\\\�\,\\"",\\\\\\,\,\\\�;'I " . : I :: ii, � O - .t P \ : : : � "..; C PROPOSED < � , ' OF 10YE FEET; t t = i� .'..,".1 �1\ :i MOUNTED LIGHTS I .;�z:* 0- / I \1, 8 . :- ') J --" LL* , , . @ ; - -, CN THEN ,E' S 49-25'0 " E, ALONG THE NORTHEAST LINE OF SAID LOT 4, BLOCK t ONE �� - ti CARL COLLEGE STATION, INC. t , . , t � , z . I I C14 _ LOT 1, BLOCK 1 ...- __11 ;I. A _ � > i _ - 0) V) . : -z .. , ­,; .. 11 E SOUT .. 8 ...... ;:Z1.).UU i . 11111- BUILDING (P4) L. I 'i-l"I" 11 _:�:: I I , i .. I '. 1 AND LINE OF SAID LOT 10, BLOCK 1 A DISTANCE OF I -1 ...... � n 5 .., .. I ...... .., �, I " .. ....... (2�r t _. (�� i � I .. -1/181 n2l 5 BICYCLE RACK 5.69 F iET TO A - . � I , ,-,w . ........ . I ... ................ ­­ ............ - .. - �S / . ;2 5 26 .1 .. ALAM ADDITION 426 20 �12 I' ON ROD WITH CAP SET FOR THE MOST EASTERLY : : . .. , : : I - " - I : : " I- < . : : : � ;;t . . : � I . , . 14 * ..... _j, . I : : : ., Ve 10 , .. I L 0 / 't - . � O.P.R.B.'C.T. N-1 If W CY) t : _ , CORN � SAID CC NEF� BEING THE EAST CORNER OF SAID LOT 4, BLOCK 1, , t .:z ; .. ..... - 11,- t 3,325 SQ. FT � . U) I acn- I : : = : . . '_ * , t :1� t t Z t t t t t \ . I [I I � +\ I I I \-@ / I � / � 't ,r. .14� t z z t tz - .\ ---- * - 6 1. , - t 1i t t t z t t - / �@ " i I/ z".,�"..'8 z T N �, _ . _.. ,, _.,.____ ... ........... ____ ... _ .... _7.�,�, .... . . . ... ... � __ .,._ ,. ,,,, " ... ... " , L-'] - " zsw_ �� " ::I , " I rt 1.11 Z . I M. I , ....... Z V_ I "I'l- 1�' \ / Li , " ZONING: :- I AME BI ING A SOUTHERLY CORNER OF SAID LOT 10, BLOCK 1 AND BEING , I ,P I'�1\1�ll,",\,-;,""""",�ll,",\I - : .1 z F.F. ELEV = 2919'. 7 K ::. z 111- .. 1. Z C31 ......... - . 11 t ". - . I - S 1�1 _j M . : 0 :: : I :: . VLONG PRECAST CONCRETE W� %V6 66 9 ( �99 � Q - "IT ..... 1, I : t 0 1 : : I I It @ N I z "I � I I .. : . 0 - - z '-4, — \�\\\\",\,\\,\",\\\\\\\\\.,\""\\\n\ 11 I t : . .0 *4 .. C-1 (GENERAL COMMERCIAL) LOCATE ) I WEST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM SPRING CREEK COMMONS IC4, I.- (on) ; t 9- q I , - k I � CAR BARRIER (WHEEL STOP) 0 C14 0 T_ M i i . PROPOSED USE. ,. 121- \ � .I: "' Lj_1 00 . "I . `� - 11 OV (GREENS PRAIRIE OVERLAY) i LOT 14__ 0 t fqm Ln ., : ADDITIC 4; ... 7 ..... � ..... �.­K . ,5, BLOCK 1 , , . 10 / RESTAURANT .- .. . . .... *,t:,, " 0 "I .1, I -C,I : -;:: n9p .�� " . : 11 " W, � .,�,0 LU It . ..� j . , R .�,.�'j � 11 9287/128 \ - . , THENCE S 43'1 1'2? LONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK " . , ��,.­ .'-\..,. I ... --- I .". : I v :t . . z I . : : 1 AND TI E NORTHWES LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM , - (O I * � : ,.. .11.1 1:0�; 0 , 1 4 ) ' \�- I ..... � t 1� A(fli ., ZONING t - _q �s , : �. I : ..., .­­ - , . \"' ��l 2, --,\,\\,\\\ ... \\\\,;� L, : : .11 . ...... .__. . _j LO I _j W En t : ­.. to k� - LAND USE: RESTAURANT C) = r "" * I , ., , )", DECORATIVE t . � t , . , I \111\11\1\\\N"I"""\\\\\,\\\\\,\,\,I - : .1 .. I (D b) REMA 01 t��14 z � " ,j 11 . / 1,� ,-* I fj) 1 1 1".. . . O ADDITiC 4 A DIST INCE INCE OF 225.82 FEET TO THE PLACE OF BEGINNING AND .1 : : , . z z .. : I INING I LU 0) z - I (t .... .. . .... .... , r ::. [L\ ii " ­.. C-1 (GENERAL ....... COMMERCIAL) X : - ----- 1!1 .W.-_ ... - - It, I _ r- � . I ::; . STAMPED CONCRETE . ::: 1z I I CO I ..." ... 11 I" ­ I CONT�, II,ING ANA ZEN 0.12 ACRES' 04 / I OVAL WALL SIGN EA QF 1.04 ACRES OF LAND, MORE OR LESS. M/ (r_'DC*,r1d;& ODAIDIC' n%/E7D[ AV .4. �_, �_ 1. �, : . I i I< i� : ...... ­­. - ... >-; I 10-4 I I ) P T_ '..-,,--;.-- WHADWAffit. tQq F / ,<�\ , I : 1 : :: . I . * ........ LAND USE: VACANT . -�.- '.. . . i W. . .. : � SCALE: NO SCALE 11- ......... 0 T_ I Li 0 ., -1 _111.� ... L�j 0 1 .................... I Vi :.. . . . CONCRETE SIDEWALK ­ U) -1. __] I ..... \_, — - -\,,!,! ;;� I tL a )o / : 01 i �! T_ I T_ - -C-11 - .. ........ ! 19 t I : * ` 0 6110 ..Jo ZONING. OV . . . :z', ..:.*.'.'.­ . t - ii : �, .,,. ­� .. :.. : z . t ::" .1. I . - / 00 : I 1: . Z . / LANE 20 . I t .. : , Z I SPRING CREEK -' FIRELANE z .\ 41�1 " 111, , (B / 3 3 3/4 " v / i , ,it 0 lqt ..... .11-1 ...." (6 LOT 4, BLOCK 1 - I / 25.00' , : W� ... LU 1 20' 1 W'. ..... f , "' .54' 0 . I .00' ` 1, CL., Z- I .... ­ in CD - ...., . - - - - 2�-00, "'t ij, [LQ ,�' I ; 1. � ....:::::: Lj 0 r-� - - . 1, :: . . � - , � - - 7\\_\1X_ __ i Z : r,: : - _1� � ? 1 0.54'* COMMONS t : !: z : � , '. '. ..... r, � �\\ "", :: PUBLIC " I "-I,- 11 I \111" : :: ------- ., i i ,--"*�- : :� 34.,2.J.06 ACRES : z :: BLOCK WALL Y 7.00' L01 [I,.,., "., � I r- """`1(""""`-, t I � - :; .. (B OPO , I �� -0 - 9 , UTILITY — - - I - 23.00' 0 �L - 1-1 [ 115*.54'* 9,�, -, . . I - .-------* - - <1 ..", I : - oltl.�)v I : � . - I — : - , , � (2- MAX. RETAINING) �) -11 . - : Iz- " - EASEMENT I 'Q , z , ,'�'.',j -,�­ .... .. � ..... -I- 1 - - - - � J�` ` , , , - C14 1114A111 1 \,\,\s 11 I 0- I � I "', .- I � I , I_ : ........ / .... 11 I , \7 k 11=L � 0- : z . _(D ,� n Al. �r � n1b z : t .. - I : ., I-, 06 "! t 4 -) I I P 1 : : .. , ,., 15.00' 07 ­. I I V t : : , : . , I - T 0) - I .. Z I � : ?: �.. - I : ; : , - ". 1 (9 I— O) , .1 Ir I ;t � : tl 1 4811 L : ; . . 27 - 49 NOT USED I \ --- / ".., s i I \,��, I I -.1.111-1.1 ... ; .. I - ,.,-' I __ I �� : . I I "i __ 1 273P 54.50 i - z - I - " It � I- . : 1 13 �.\­,`,t` ) : z I -11 , I .) 1 � " - 34.54'* \ 11 t :• * ` ' ` '\8 � _g ...'... A I � -0: 1 4.50511".- - 19 1 .", : z - . ," I .... I . . ..... kou LOC. --0 ­ _j (.0 . .1 I " 19 61 �., : . F _...- • .... cn '.. 13 , ,.tt z ', ,�iI t � , I ;_o I H I I DI. . NSION................................ --11,11,111,111,111,11"Ir""I'll"I _111- I t t li ,_Q, .... I I 7 .." . z i t NK S I � t ,,I I . ­', � I I z �: : I 1 1 ::z � : a. : ..... ....... ... - I__. � �11 I i t . : I I ; I ....... .... z . 11 I Go R . z :: . . . I I : : I I " . .., .. ..... .. . zt; . I 1. � � " FACE LOGO 48w FACE LO P I 1, I I : I .. 27 I — --4-1.j Z :t,` I.. . Z . / . . ; :I .. ., 11 lbz::, .1 -1 � ..... , I.. 41.00' 1 I : . 0 j ; : : . SCALE: NO SCALE P , f . , . : Z t I 1 0 1 11 _��:� SCALE: NO SCALE , , : : I ­ _.... _� \..' (?* .: I I I E LI) t, U. N � � �p U. W 9 X It) , 6 ,, LL W � 0 � �: - .:5 W � X Io- �; IWI- ,�, .�5 r� S� ,�, T , <c W �,:, - =I In Z :� -,� O I �? W- G P-- , �1 0 lyp � i� �: Cf , �� G! 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I.- .. \� \\ _­ _ � \ I / �, � * * WARNING ** * ...... - 11 . , , - ­:�-:-[* . . , _r I . T2. R �"\,\\"�\�\�\\\\\\[\!��\\\\\\,\��\,\\\\\\N\\\\\\\\ .�,._,-�_L,� ...... __ M, x1aw I � ... ­- .1-1 - .. �.. � : �- .. ­ ... ­­ "I 11-1 .1 ... .- I ,I- " ... ­... ­­ " t . � � �� ," ­_ " I 1 1.�� I I ,-, ­.. . I F -1 I , I - I - \ ­.- - / FOR SIGNAGE PAINTED SIGNAGE I ��� ­ , I "'. � .1 "... I , I .... \ ��­ �� 1, , � � .. . I , .:. . 1. � ........ .-..- ­ ..... .--... ­........... I., " _� . . . "' 4 PER ACCESSIBILITY , � .1 ``-1.11-. -1-1. ­.. -1-1-:., .... � ............. �­:.�­, ... ;­­. - ... I -­ .... - " E: 54" � ..., " � . �, .... :�:.:: k - -1 � ,, _ .1 . _ ,tt .. � N',t"_ ... It. � .... .: � _1111 ....... .... "..1— -H t*G'H ....... RR SURE" PIPELINE(S)., ' �,"',-__�.-. 7!�4@ 1 ,\ ....... MOUNT. EMBED 0 ­ t__ 11 : .1, . . ....... .. 1-1--... __... � ...... � ...... . .... ....". ­­ ­... 11.- .1 .... I ....... - ... - 11 ...... ........ ._,­--.-_ ..­ ,.1.. .1* " INTO PIPE SLEEVE I STANDARDS & I - - ��_"t 1_�, 41 - CONCRETE FI. - 11 I ..' . . , i .11. ­­ .., .... '....." .­ 1, - I.. ,� . I . I - � . REQUIREMENTS EXCAVATION AND/OR CONSTRUCTION" PR6HIBI TED_ . __. --11 ..", / / / LID I I 11 ­_ ... .... I .. .. ..... PAINT AS REQ'D. �—j ---I . , � ,� ...... .. ...... ... I'll- .... ....... -111- -­ "I'll, ..... I . ....... ...... I ....... ...... I—— ... 1­1.....Wl THOU T.ARI TTEN PERMISSION .­. -.1-1 .... � .. .... -.11 ... � - .... I-- _­ ...", ,� .... � 1, "'.. ', . ** . . ... *L*1NE ... TYPE` ... LEG,E­N-D� ....... ...... - .. ..... � I:. k ; ...­... � ... - � .. ....... .111- 1—-11-1- - .... FROU­DV'rbYP0i -PRODUC-T' - G.n-,v_PA-At-y ..... ....... -­_ ...... _.. I : .....................................»,,.,,;5 1�11690K - . . . ...... �', -----"-, � ,V n .. ................ RY LINE • LINE — — — — SETBACK LINE ......................• s`- v ............••••-••••• EXISTING WATER LINE & SIZE -111-1-11.11._- 1'" S ­­­­­­­ ... ­ EXISTING SANITARY SEWER LINE & SIZE , _:i ..... * ........... .... . .......... . . . . ........... ­­** - --•....: ­ -, -.,,, S ... ........... � ------- - EXISTING STORM SEWER & SIZE ........ ___ — - ----- - -— ........... 1. �' ", _-�, ............. . ­ , ,� ............. EXISTING GAS LINE ......................... ZX'5A, . ................ � ........ EXISTING COMMUNICATION LINE 1--1-1-1-111111 nt� _ ...... __ ..... _ _.�E EXISTING OVERHEAD ELECTRIC LINE �---- EXISTING CONCRETE PAVEMENT , I ­­­­ I.........>••;:';<� .......... .......... EXISTING CONTOURS .............. EXISTING CURB ..... . - ME, MEM 7222 REMN 7=77W-777 EXISTING RETAINING WALL -1� --FL - - � I I I I � _ I PROPOSED FIRELANE - _FL_ - . . - \��'IT ,\ 1513RNN'T�_-11% XVRRV�<X'0� DECORATIVE STAMPED CONCRETE .,--.�l-\:,*",\��"I-�\�l\\.",,:\\����'.�k�-\��",\\�l",\�:�'\\",.,�\ - PROPOSED CURB . I - PROPOSED BLOCK RETAINING WALL - ."..., .111- 1.11- 1111... ­___ ... 111-1 ­.­ ... � ... ­ : ... 11., ­_ .1-1 . ....... . 11-11 ....... ...... I ..... .. ic I r: LIVIOLL) 0 W PIPE : ..".1 -1 : :­­_ , ­ I ­­. -11 ... ... 11 .­­ ­­­­­ ­­�:.',:�.,­,..'?� ..... ...... '_.. I [:*I -11, ----,----,-, .. 1111.. ­­ ­­ . ..... -1- - ­.­ "CS I 111�r , I'll, � .1 . ­­__._ ...... ... 1 ",/7 MIN. 3" CONCRETE 1 .1 . .. - " , ...... ...... .... - '11-1 ...... ....... ­ ..... ....... -1-111111 � ... � .. .... ­ ....... ...... .... " COVERAGE NELSON : ; i ...... ", . ...... .1 "' _--• 'I . . ........ " D CO ER — . I . I `;,,e - ... - j -__ ,_ MODIFIED AS EQ'D h I 0 PIPE AS REQUIRED. I � ..... \ ...... _-111 .... I . ....... ....... � ...... . ..... ....... 1111_ __ 1_11_ "I'll, ....... ...... ...... _... .- ... - ... ....... ....... ____ ... `:"`___` ..... t" : REFER 1 0 /SPC 2 � 33, 11�\1111111 , I " ­ .... .... �,�A � BOLLAR � , .. ..... i.s� ... ..... ,, - , I / ... ... ... � .. ., � .. : STATE HIGHWAY 6 FRONTAGE ROAD ASPHALT PAVING (RIGHT OF WAY VARIES) BENCHMARKS A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET . 18-6" - I - I - III, k I I 0 30 LETTERSET SCALE: NO SCALE . __ 1:] 1 - ,"T PTD. (C-1, PER X I� iij SCHED. .- A2.1) 0 1: ..]. . �' *. * I I. - . � . 1-.�i . 0 I- - - I I I'--. .1 4! 1 , f,v. U . 0. I ..I I' . L _� L *_*j SIGNAGE SCALE: NO SCALE DO NOT ENTER SIGN E SCALE: NO SCALE ENGINEER/SURVEYOR: KITE DATA TABLE ®IGmIrpHornF1 ARCHITECT: IIIIIIIIII❑and AsmdatmInC GHA Architecture / Development 12700 PARK CENTRAL DRIVE, SUITED 14110 Dallas Parkway Suite 300 DALLAS, TEXAS 75251 . Dallas, Texas 75254 . TEL. NO.: (972) 770-1300 Tel. No.: (972) 239-8884 FAX NO.: (972) 239-3820 Fax No.: (972) 239-5054 CERTIFICATE OF REGISTRATION # 928 Contact: Lisa White CONTACT: HILLARY KEIL VONAHSEN, P.E. T = 22'—O" 1 DEVELOPER: DuWest Realty 1845 Woodall Rodgers Freeway Dallas, Texas 75201 Tel. No.: (214) 720-0004 Contact: Corey Duhon APPLICANT: Whataburger Restaurants, LP 300 Concord Plaza Drive San Antonio, Texas 78216 Tel. No.: (210) 476 - 6615 Fax No.: (210) 395-6625 Contact: Mary Castilla PIAN -UT L4 P.iC-T i0VAL VCR FLA.TmI)M. vvm P,;.g �INTED,g" FINIM I&H.-i E IMI !i I kiff.k-1 R REFLEMVI YMI., - F , ,711UPHIC_ MJ C'OtC,R SREZIF; C. lz__•M 0,11 Pt i8i 13 OQANGE REFLEC R VE � VINI? R& I) I L l!"I(c, P.O: NEf W, . , �aG; 1 0 PLC LIC 111A w-lfn V1 rVL k�L 'IPY & HCMIK-94TAL PAPS I ....• :r�Aru Flu-, I I ARE T,�VW,gi, AMI, - 11 I .... � "'td".ALLN-t,S,U,TO.TP.,'FITEL) F.ATIN FI 1,4H VY11,17 E I J: k-:'.' ONSI KITE DATA TABLE Z ENT ZOf — =C—V INGO 1 :(JI11-tNti LGENERAOMMERCIAL' �,l & : FKCAIRIE BLDG. : I OVERLAY DISTRICT" )OSED U! E = RESTAURANT W/ DRIVE THRU , �9, PAVIN = 46,180 SF (1.06 06 AC) I I I 076 AC) . 'O ERAG ' j = 0.072 IING 1HEI T = 22'—O" 1 1 T YARD ;ETB, kCK = 40'-0" :1 YARD SETBACK = 7'-5" J YARD SETBA,'K =15'-0" 3ING REQ 1 IRED = 33 1 SPACE /100 SF) %ING PROVIDED =33 �INCLUDES 2 HC SPACES) I)SCAPING � = 11,230 SF ONSI PAVING =27,812 (0.64 AC) (IP!,RKING �,l & ' DRI S) Illy BLDG. PERIM R LK =1,387 SF ISI]AID , �9, PAVIN = 121 SF Cu�l r� =1,449 LF DR�LTHRU STACKING , M7 111410 PROVIDED =47 DRI ]WAYS � I = 4 11 Ft n I ...... 11 , PAVEM�NT�l ,IMENSIONS AND RADII ARE TO FACE OF CURB, UNLESSOTHERWISE NOTED. I ! :: REFE ITO BIDILDING PLUMBING PLAN FOR UTILITY SERVICES (WATE I & SI WER WITHIN 5 FEET OF BUILDING). I REFER TO C .1 FOR GRADING PLAN. i ' REFER To L .0 & L2.0 FOR LANDSCAPING PLANS. ; ALL PA P E KING STRIPES, DRIVE-THRU STRIPING AND ARROWS SHALL ' 'INTED WHITE AND SHALL BE 4" WIDE. , / I FLAGPOLE SHALL BE FROM UNITED FLAG AND BANNER, GARRISON -TYPE POLE, WITH ALUMINUM HARDWARE AND 10' HIGH. SIGNAGE SH I OWN ON THIS PLAN IS FOR REFERENCE ONLY. REFER TO Sl I GNAGE SPECIFICATIONS FOR DETAILED INFOR I ATIO � �. CONTRACTOR TO VERIFY ALL QUANTITIES SHOWN IN SITE DATA TIA',BLEJ THESE SHALL NOT BE RELIED ON FOR BIDDING. 'ITE PLAN VJHATABURGER IPRINC]N) CREEK COMMONS LOT 4, BLOCK 1 � 1.04 ACRES :. 4 5 VOLUME 9287, PAGE 128 RT STEVENSON LEAGUE, A-54 :LLEGE STATION, P,471')Q rn"KITVTC:VAQ 11 Sudul I III E, D SEPTEMBER 01, 2010 I A-4 � SEAL: : � - PR E L111111111111111INA FOR REVIEW ONLY NOT FOR CONSTRUCTION PI C]=Mn MMWH Ndfm IEngineer Hillary VonAhse P.E. No. 103601 Dale 1 , IIIIIIIIIIIIIIIIII mr"l 10mley+lorn and Amdft Inc. � 12700 Park Central Drive Su 1800 Dabs, as 75251 ! 1 1W � To'. No �g 72) 77G-13 Fax N . 72) 239-3820 Certiffeate of Registration: #928 300 CONCORD PLAZA DRIVE SAN ANTONIO, TEAS 210-476-6000 ZIP THIS DROkWING IS THE PROP OF W14ATABURGER RESTAU LIP SAN ANTONIO, TEXAS AND MAY NOT BE USED OR REPRODU IN WHOLE OR IN PART WITH UT THE EXPRESSED WRITTEN': CON ENT OF WHATABURGER RESTAU ; LP. 1: IN I SHEET TITLE: I I I 1 WHATABURG SITE � ' � PLAN � r UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LID SHEET NO: C-2.1 ... - , , � " = ., , �' 3.�, III I ii - - - " �: � 11 1 , . 1; i� � �j - ... � a - � • 11 � - S1, _. .. t: A � '. I , - 71 � 11 � SEAL: : � - PR E L111111111111111INA FOR REVIEW ONLY NOT FOR CONSTRUCTION PI C]=Mn MMWH Ndfm IEngineer Hillary VonAhse P.E. No. 103601 Dale 1 , IIIIIIIIIIIIIIIIII mr"l 10mley+lorn and Amdft Inc. � 12700 Park Central Drive Su 1800 Dabs, as 75251 ! 1 1W � To'. No �g 72) 77G-13 Fax N . 72) 239-3820 Certiffeate of Registration: #928 300 CONCORD PLAZA DRIVE SAN ANTONIO, TEAS 210-476-6000 ZIP THIS DROkWING IS THE PROP OF W14ATABURGER RESTAU LIP SAN ANTONIO, TEXAS AND MAY NOT BE USED OR REPRODU IN WHOLE OR IN PART WITH UT THE EXPRESSED WRITTEN': CON ENT OF WHATABURGER RESTAU ; LP. 1: IN I SHEET TITLE: I I I 1 WHATABURG SITE � ' � PLAN � r UNIT NO.: 13-027 DATE: 10/11/2010 SCALE: 1"=20' DRAWN BY: HKV/D[ APPROVED BY: LID SHEET NO: C-2.1 :............. . 1 .,..AIEN r , .......................... . EASEMENT. i \ Z S 4§L4532' E_.. :_ ;'' Q\ — 0 �. I I O €i F- 2 :.,. ;. ,<. ...:.. _. WATER METERS � w C7.51� :' :_ .:... ..:::::.::............. .. i � .: •_ 2 � ;,. _ .. Xl TING 2 P(.r3L. C \ _0q �Z r \ z� \ ,... • .............:.:..:..ski ,. w O \ o a :UTILITY EASEMENT Q V — W "Tl \ � :' •O _ ,:\, „ ,,,,, `� .. 4 'O 9287 128: a i R3.50'` D� 7. 33' •. _ �. 5' :.WIDE ..... ,.,,: 18.07 ,.. �ACCESSfBLE RO E `��`~ o ' a :�.❑ y.� �\. DECORATIVE � -z _ 7. p'. 00 \.: .....\ ♦ o, v, ,\vv\\vav \\\ . E F— I ,\ o w AMPED ' �\•�� ST ,:'rl �\4 6' ........_.._ ....... o � I R t e ,. CONCRETE) N t J 1- �g m ♦ O „2 ...... - , p `• 1 t� I�\ O :.• R28.00, 8 0 .0 0 a O� 'I ED m \ \ PAD MOU T �.. RANSF R� ER T 0 82.00 f - p r SII I � I .:•.:. _....:.... GREASE a BLOCK: WAL 20.00 TRAP , la w 2' MAX. ; ci 9 00 38.92'*: Ws RET: INING( a • z PROP SSD = • O > .> w <:� STATION, INC: � COLLEGE TATIO : >I N CABG , I U N? 1 K1 0 E STORY LOT BLOC N i •'.23.00 Lti_... .. \.\,.\., \..,�mW / BUILDING P4 _\ \\\\ \\\\\\\\\\ ALAM ADDITION 42E;1 181 () � .. rn r _ ¢ I I O.P.R.B.C.T. CO1..W ti' 3,325 SQ. FT. ....... in �„ - ZONING: W ;,� I . 1 w f Z T 1••_ Y: — r� � — N I U — 9 ;\ V. 2 COMMERCIAL) Z F.F. ELE 1 (GENERAL c, U? C J \..� M2. It - J al PROPOSED USE: 0 1 .. I ) SPRING CREEK COMMONS E- .i OV (GREENS PRAIRIE OVERLAY m {- N . ll` ° LAND USE: RESTAURANT LOT 5, BLOCK 1 I O �i RESTAURANT „\ ( \ \ 0 I W d' 9287 128 .. ZONING.... Cn v1 rn REMAINING C-1 GEN ERAL"`COMMERCIAL N I W N ¢I` ( ) Z - 0.12 ACRES 0 WHAPAY , o �` r "•S PRAIRIE OVERLAY d' OV GREENLAND USE: VACANT o 0 00.. lu4i- .I a o u� .....,♦....., -I c-1 oV" ZONING. _ �- I I r 0 � :� '' � 25.00 l W moi' , LOT 4, BLOCK 1 W 20 I R- =""I CO 1 1.54'* 0 20.00 , ' ( FIRELANE 20.00 20.00'2 .00 ;' °" tn, SPRING CREEK o 1 a I PROPOSED �I * I `0.54 ,COMMONS N,,.,,..,.....,..,.,.,la.- PUBLIC' -.: .06' ES w r oo ° I € I= EXISTING * II. 4.92 15.54 3 ` 7.00 23.00 � < :.. .;.: :. U .. ANSFORMER. n rn TR I I ITIt ITV � _ _ I _---__ -_ 11 � I ?I � r a I ; I ,. U � .. .: '. NOTE: GRADE AT 6 PROVIDE EXP. IT. IN CURB LANDSCAPE AREA AT SLAB IT, LOCATION #3 AT 18" O.C. EACHWAY o i7 F— �--- 3 #4 DIA CONT. 3.7 GAL/MIN MAXIMUM WATER DEMANDS T = REQUIRED MINIMUM WATER DEMANDS PAVEMENT CURB SECTION DETAIL THICKNESS. N.T.S. I PSEE LANAVING NOTES IP HALL BE ME M S 1. ALL ROOF AND GROUND -MOUNTED HANICAL EQU ENT C SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 0 PAVING, DECORATIVE COVERAGE OF GROUNDC DECORATIVEG 2. 100 /o CO VER G O ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, S WALES AND DRAINAGE AREAS THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE ROCK. 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW AND INSTALLED AS E OR A DOUBLE-CHECK BACK FLOW DEVICE, DEVIC PER CITY ORDINANCE 2394. 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON AS PER CITY INSTALLATIONORDINANCE 2394. 5. SIGNS ARE TO BE PERMITTED SEPARATELY. 6. EXTERIOR BUILDING AND SITE FIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW ANOPA UE HOUSING AND NO TALLY. FIXTURES HALL DIRECTLY PROJECT FIXTURE S J CT LIGHT HORIZON WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 7. STRUCTURAL BACKFILL IS REQUIRED FOR WATERLINES SUBJECT TO VEHICULAR LOADINGS. R T SUBMIT SEP CONTRALTO O S ABATE PERMIT APPLICATION FOR 8 RETAINING WALLS GREATER THAN 2 FEET IN HEIGHT. 9. ALL SANITARY SEWER LINES TO BE SDR 26 PVC, PER ASTM D3034. 8" O LINES T 0 BE A MINIMUM OF 0.40%. 10. WATER LINES 4"-12" SHALL BE PVC WATER PIPE AWWA C900 (DR -14) BE TYPE K COPPER WATER LINES 3" AND SMALLER SHALL C CLASS 305. TUBING. � � � � � � I I � � '' � � � � � � � � � � � � � � �� � l � � � � � � s � � , 1 � � � I , , I � � � ill I � • . `. i'A q� 11 1 Iml a • . ASPHALT PAVING (RIGHT OF WAY VARIES) BENCHMARKS A.) CITY OF COLLEGE STATION MONUMENT 138 NORTHING: 5245.2446 EASTING: 4688.4475 ELEVATION: 297.55 FEET B.) NORTHING: 5367.3772 EASTING: 4944.5700 ELEVATION: 288.80 FEET WATER & SANITARY SEWER DEMANDS AVERAGE WATER DEMANDS 3.7 GAL/MIN MAXIMUM WATER DEMANDS 3,520 GPM MINIMUM WATER DEMANDS 1,760 GPD MAXIMUM SEWER LOADINGS 3,520 GPD 0 29 40' GRAPHIC SCALE 20' VICINITY MAP STATE HIGHWAY 6 ,I.V::, 1(NOT TO SCALE) FLOODPLAIN , BOUNDARY LINE 11 LEGAL I' �I it L LO TRACTOR PARCEL OF LAND BEING 1.04 ACRES SUBJECT SITE APPEARS TO LIE _. — 'D IN THE TSTEVENSON LEAGUE ABSTRACT NO. 54 ROB S WITHIN ZONE "X" ACCORDING BRAZb COUNTY TEXIA S, AND BEING A PART OF LOT 4, BLOCK 1 OF SPRING TO FIRM MAP NO. 48041CO205 DCREE EFFECTIVE DATE EXISTING CONCRETE PAVEMENT VENDOR INFORMATION O PH SE 4 AND 5, OF RECORD IN VOLUME 9287, PAGE 128, 1.04 ACRE ......-.:................. 2 j : -.....-.. ................ ......_1.............. - RECORDS OF BRAZOS COUNTY, TEXAS, SAID FEBRUARY 9, 2000 FOR REFERENCE EING MORER PARTICULARLY DESCRIBED BY METES AND BOUNDS PROPOSED CURB AS FOLI WS: DEVELOPER: FIRE PROTECTION PURPOSES ONLY NG AT A Y2" ]RON ROD WITH CAP SET FOR THE MOST SOUTHERLY k CORNED, }- I BEING LOCATED INTHE NORTHEAST Contact: Corey Duhon RIGHT- -WAY LI i i 1 �T D ACCEPTED EPTED FIRE HYDRANTS MUST BE OPERABLE AN CC DRIVE MUST HAVE AN ALL � EATH ER , BY THE CITY, AND S US C OF S %� d I LOT 4 B K i+ C K SAME BEING THE MOST WESTERLY CORNER OF ME 42 1 PAGE IN LU 6 SURFACE BEFORE A BUILDING PERMIT CAN. ISSUED. 'LOT 1, I - THE BUILDING TYPE IS "VB": PLEASE SEE THE FIRE FLOW ANALYSIS PATED 181; THEN N 49°18' I SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. SAID TE HIGH 14CE OF 1 AY AND THE SOUTHWEST LINE OF SAID LOT 4, BLOCK 1 EET TO A CALCULATED POINT FOR THE MOST A DISC WESTE r, LY COR 18.00 ER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST : WEST ELY COR ER OF SAID LOT 4, BLOCK 1 BEARS N 49°18'22" W A DISTAN THENG E OF 26.50 N 41,°14'29" t TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS SITE POINTFDRTHEry T [NORTHERLY CORNER, SAID CORNER BEING LOCAT IN THE! I I E � SOUTH COMM II LIN OF LOT 10, BLOCK 1 OF SAID SPRING CREEK "X" IN CONCRETE BEARS N 49°25'01" W A DISTANCE LINE TYPE LEGEND OF 10[ FEET; 2, "a ti �a .x THEN S 49°25'01" E, i LONG THE NORTHEAST LINE OF SAID LOT 4, BLOCK a 1 i t t E d 1 { N i : ..... BICYCLE ACK I DETAIL r.. N.T,S. FLOODPLAIN , BOUNDARY LINE 11 LEGAL DESCRIPTION DE PTION L S ALL T CERTAI LO TRACTOR PARCEL OF LAND BEING 1.04 ACRES SUBJECT SITE APPEARS TO LIE ITUA� 'D IN THE TSTEVENSON LEAGUE ABSTRACT NO. 54 ROB S WITHIN ZONE "X" ACCORDING BRAZb COUNTY TEXIA S, AND BEING A PART OF LOT 4, BLOCK 1 OF SPRING TO FIRM MAP NO. 48041CO205 DCREE EFFECTIVE DATE EXISTING CONCRETE PAVEMENT i 'ON OMM PH SE 4 AND 5, OF RECORD IN VOLUME 9287, PAGE 128, 1.04 ACRE OF TIE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, SAID FEBRUARY 9, 2000 TRACT EING MORER PARTICULARLY DESCRIBED BY METES AND BOUNDS PROPOSED CURB AS FOLI WS: DEVELOPER: FIRE PROTECTION BEGINN NG AT A Y2" ]RON ROD WITH CAP SET FOR THE MOST SOUTHERLY Q CORNED, SAID CORNER BEING LOCATED INTHE NORTHEAST Contact: Corey Duhon RIGHT- -WAY LI i i E O STATE HIGHWAY 6 AND BEING THE SOUTH CORNER D ACCEPTED EPTED FIRE HYDRANTS MUST BE OPERABLE AN CC DRIVE MUST HAVE AN ALL � EATH ER , BY THE CITY, AND S US C OF S %� d I LOT 4 B K i+ C K SAME BEING THE MOST WESTERLY CORNER OF ME 42 1 PAGE IN LU 6 SURFACE BEFORE A BUILDING PERMIT CAN. ISSUED. 'LOT 1, 1 OC O. RD TH�ALAM ADDITION OF RECO O , THE BUILDING TYPE IS "VB": PLEASE SEE THE FIRE FLOW ANALYSIS PATED 181; THEN N 49°18' - " W, ALONG THE NORTHEAST RIGHT-OF-WAY LINE OF SEPT. 1, 2010 FOR ADDITIONAL INFORMATION. SAID TE HIGH 14CE OF 1 AY AND THE SOUTHWEST LINE OF SAID LOT 4, BLOCK 1 EET TO A CALCULATED POINT FOR THE MOST A DISC WESTE r, LY COR 18.00 ER, A 1/2" IRON ROD WITH CAP SET FOR THE MOST T.I.A. WEST ELY COR ER OF SAID LOT 4, BLOCK 1 BEARS N 49°18'22" W A DISTAN THENG E OF 26.50 N 41,°14'29" FEET; E, A DISTANCE OF 225.22 FEET TO A CALCULATED TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS SITE POINTFDRTHEry T [NORTHERLY CORNER, SAID CORNER BEING LOCAT IN THE! I ORT IEAST LINE OF SAID LOT 4, BLOCK 1, SAME BEING A SOUTH COMM ESTERLI S, A CHISELED LIN OF LOT 10, BLOCK 1 OF SAID SPRING CREEK "X" IN CONCRETE BEARS N 49°25'01" W A DISTANCE LINE TYPE LEGEND OF 10[ FEET; THEN S 49°25'01" E, i LONG THE NORTHEAST LINE OF SAID LOT 4, BLOCK NOTE * DIMENSIONS SHOWN ARE TAKEN FROM MASONRY LEDGE. REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. NOTE THIS PROPERTY IS CONSIDERED A BUILDING PLOT WITH LOTS 1, 2, 3, 4, 5, 7 & 8 OF BLOCK 1 OF THE SPRING CREEK COMMONS SUBDIVISION. AS SUCH, THIS LOT IS REQUIRED TO MEET THE NON-RESIDENTIAL ARCHITECTURE STANDARDS IN EXCESS OF 150,000 SQUARE FEET OF GROSS FLOOR AREA, 1 AND HESOUTHWESTLINE OF SAID LOT 10, BLOCK 1 A DISTANCE OF 205.69 ET TO A �1/2” I i ON ROD WITH CAP SET FOR THE MOST EASTERLY COR tJE , SAID CORNEE, BEING THE EAST CORNER OF SAID LOT 4, BLOCK 1, SAM ING A SOUTHERLY CORNER OF SAID LOT 10, BLOCK 1 AND BEING LOCATIEDINTHE ORT WEST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITI N; THEN S 43°11'2" W, LONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AN E NORTHWES LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDI I; IN A DISTANCE DF 225.82 FEET TO THE PLACE OF BEGINNING AND CON A I ING AN li IREA DF 1.04 ACRES OF LAND, MORE OR LESS. E DATA TABLE CUA NT ZONNG =C-1 "GENERAL COMMERCIAL" OV "GREENS PRAIRIE OVERLAY DISTRICT" PR SED'' USE =RESTAURANT W/ DRIVE THRU LO REA =46,180 SF (1.06 AC) BUI NG SLAB =3,325 SF (0.076 AC) LO OVERAGE = 0.072 BUI NG HEIGIT = 22'-0" FR I YARD SETB'fi CK = 40'-0" SID I fARD SEI, AC =7'-5" RE R YARD SETBAK =15-0" PAIS NG REQIRED = 34 1 SPACE /100 SF) PAR NG PRO DED = 34 INCLUDES 2 HC SPACES) LAN ;CAPING =11,230 SF ONSI PAVING =27,812 (0.64 AC) ENGINEER / SURVEYOR: (P RKING &I DRIES) BLD PERIMETER ALK =1,387 SF ISLM D PAVING =121 SF ®- w4 Asmd t8S, Inc CURE =1,449 LF 12700 PARK CENTRAL DRIVE, SUITE 1800 DRI V —THRU STAG NG PROVIDED =7 DALLAS, TEXAS 75251 DRIVI WAYS 11 =4 TEL. NO.: (972) 770-1300 FAX NO.: (972) 239-3820 CERTIFICATE OF REGISTRATION # 928 CONTACT: HILLARY KEIL VONAHSEN, P.E. MTE PLANAPPLICANT: Wh t b 0. to is LP BOUNDARY LINE — — — — — — — EASEMENT LINE — — SETBACK LINE - - --- :, - ---- -- EXISTING WATER LINE & SIZE --- -'---- : ` '--''-•-----•-- EXISTING SANITARY SEWER LINE & SIZE '• ...................:::: EXISTING STORM SEWER & SIZE ..........,, ............. ... ............. .............. EXISTING GAS LINE EXISTING COMMUNICATION LINE -" - EXISTING OVERHEAD ELECTRIC LINE ARCHITECT: EXISTING CONCRETE PAVEMENT ......• --- - -6, - •• .. EXISTING CONTOURS EXISTING CURB ,\\._, __,_ •.� EXISTING RETAINING WALL — —FL— — — —FL— — PROPOSED FIRELANE \„�\�\\DECORATIVE STAMPED CONCRETE PROPOSED CURB r PROPOSED BLOCK RETAINING WALL NOTE * DIMENSIONS SHOWN ARE TAKEN FROM MASONRY LEDGE. REFER TO ARCHITECTURAL CONSTRUCTION DRAWINGS FOR EXACT DIMENSIONS OF BUILDING FOOTPRINT. NOTE THIS PROPERTY IS CONSIDERED A BUILDING PLOT WITH LOTS 1, 2, 3, 4, 5, 7 & 8 OF BLOCK 1 OF THE SPRING CREEK COMMONS SUBDIVISION. AS SUCH, THIS LOT IS REQUIRED TO MEET THE NON-RESIDENTIAL ARCHITECTURE STANDARDS IN EXCESS OF 150,000 SQUARE FEET OF GROSS FLOOR AREA, 1 AND HESOUTHWESTLINE OF SAID LOT 10, BLOCK 1 A DISTANCE OF 205.69 ET TO A �1/2” I i ON ROD WITH CAP SET FOR THE MOST EASTERLY COR tJE , SAID CORNEE, BEING THE EAST CORNER OF SAID LOT 4, BLOCK 1, SAM ING A SOUTHERLY CORNER OF SAID LOT 10, BLOCK 1 AND BEING LOCATIEDINTHE ORT WEST LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDITI N; THEN S 43°11'2" W, LONG THE SOUTHEAST LINE OF SAID LOT 4, BLOCK 1 AN E NORTHWES LINE OF SAID LOT 1, BLOCK 1 OF THE ALAM ADDI I; IN A DISTANCE DF 225.82 FEET TO THE PLACE OF BEGINNING AND CON A I ING AN li IREA DF 1.04 ACRES OF LAND, MORE OR LESS. E DATA TABLE CUA NT ZONNG =C-1 "GENERAL COMMERCIAL" OV "GREENS PRAIRIE OVERLAY DISTRICT" PR SED'' USE =RESTAURANT W/ DRIVE THRU LO REA =46,180 SF (1.06 AC) BUI NG SLAB =3,325 SF (0.076 AC) LO OVERAGE = 0.072 BUI NG HEIGIT = 22'-0" FR I YARD SETB'fi CK = 40'-0" SID I fARD SEI, AC =7'-5" RE R YARD SETBAK =15-0" PAIS NG REQIRED = 34 1 SPACE /100 SF) PAR NG PRO DED = 34 INCLUDES 2 HC SPACES) LAN ;CAPING =11,230 SF ONSI PAVING =27,812 (0.64 AC) ENGINEER / SURVEYOR: (P RKING &I DRIES) BLD PERIMETER ALK =1,387 SF ISLM D PAVING =121 SF ®- w4 Asmd t8S, Inc CURE =1,449 LF 12700 PARK CENTRAL DRIVE, SUITE 1800 DRI V —THRU STAG NG PROVIDED =7 DALLAS, TEXAS 75251 DRIVI WAYS 11 =4 TEL. NO.: (972) 770-1300 FAX NO.: (972) 239-3820 CERTIFICATE OF REGISTRATION # 928 CONTACT: HILLARY KEIL VONAHSEN, P.E. MTE PLANAPPLICANT: Wh t b 0. to is LP SEAL: a s urger uran 300 Concord Plaza Drive • W H ATA B U RG E R San Antonio, Texas 78216 U CREEK COMM1 k1e ("ti (� V PRI Fax No.: (210) 395-6625 Fax 39 �.. I r.. w U_ ARCHITECT: GHA Architecture / Development q 14110 Dallas Parkway Suite 300�. Dallas, Texas 75254 Tel. No.: 239-8884 PHASE Q C; Fax No.: (972) 239-5054 Contact: Lisa While r rn zJ DEVELOPER: �.L i®LLEGE Dul Realty 1845 Woodall Rodgers Freeway Dallas, Texas 752011.31RA 1 Q Z— 1 1 Contact: Corey Duhon ad p m SEAL: a s urger uran 300 Concord Plaza Drive • W H ATA B U RG E R San Antonio, Texas 78216 Tel. No.: (210) -6615 CREEK COMM1 k1e ("ti (� V PRI Fax No.: (210) 395-6625 Fax 39 �.. I Contact: Mary Castille Ll DT 4, -� ARCHITECT: GHA Architecture / Development 1.04 14110 Dallas Parkway Suite 300�. Dallas, Texas 75254 Tel. No.: 239-8884 PHASE ' F 2 4 5 VO L vt iii (972) Fax No.: (972) 239-5054 Contact: Lisa While ROBERT '(� .' TJ DEVELOPER: i®LLEGE Dul Realty 1845 Woodall Rodgers Freeway Dallas, Texas 752011.31RA 1 (� 1 V S C Tel. No.: (214) 720-0004 1 1 Contact: Corey Duhon PRELIMINA FOR REVIEW NOT FOR CONSTRUCTION PUP �lift like Mn HillaryVonAhseh F EdfAmd Engineer loser s 103601 10 P.E. No. Date _ 12700 Park Central Drive,i Sl 1800 Dallas, Texas 75251 U. No. [972) 770-1300 Fax No. (972) 239-3820 Certificate of Reqs rtratiwe X192 300 CONCORD PLAZA RIVE SAN ANTONIO, TE; S 210-476-6000 ZIP 7 216 THIS DRAWING IS THE PRO OF WHATASURGER RMAU LP SAN ANTONIO, TEXAS AN MAY NOT BE USED OR REPRODU IN WHOLE OR IN PART W OUT THE EXPRESSED WR % - SENT OF W14ATABURGM RESfAU LP. SHEET TITLE: SITE PLAN UNIT NO.: 13-02• DATE: 10/11/201 SCALE: 1"=20' DRAWN BY: HKV/1 APPROVED BY: LC ��M C-2.0 mm tiff 0iff;&1;11j LIA COLLEGE STATION, TX VICINITY MAP SUBMITTAL DESCRIPTION DATE FIRST SUBMITTAL TO THE CITY OF COLLEGE STATION (NOT FOR CONSTRUCTION) 9/01/2010 SECOND SUBMITTAL TO THE CITY OF COLLEGE STATION - (NOT FOR CONSTRUCTION) 10/11/2010 -Horn nc 1 as, Inc. [j! ALTA SURVEY (PREPARED BY OTHERS) Central Drive,',' Suit1 iwo APPLICANT WHATABURGER0 300 CONCORD PLAZA DRIVE 3 SAN ANTONIO, TX 78216 W TEL: (210)476-6615 CONTACT. MARY CASTILLE J `ZZ ENGINEER o Kimley-Horn am and Associates Inc. CER77FICATE OF REGISTRATION #928 1 . g SUITE 1800 w' 12700 PARK CENTRAL DRIVE 7 N J p i Kw'aic F ¢DALLAS, TX 75251 w�c00 X W � PH. (972)770-1354 q w w FAX (972)239-3820 °' CONTACT. Hillary VonAhsen, P.E. ��HZH c� INDEX OF SHEETS o U W 0 Zw OQ j �� I, i CL � ti W V- o�Q' 0 Z J I �I zo (L p i m r �LIM1IMARFOR REVIEW ONLY CONSTRUCTION PURPO ES Hila VonAhsen P.E. 03601 Dale 10111/10 I SHEET NO. DESCRIPTION CIVIL ENGINEERING KIMLEY-HORN AND ASSOCIATES h REVISION C-0.0 COVER -Horn nc 1 as, Inc. [j! ALTA SURVEY (PREPARED BY OTHERS) Central Drive,',' Suit1 iwo AMENDING PLAT (PREPARED BY OTHERS) 770-130072) C-1.0 GENERAL NOTES 239-3820of I j Registration: f92112r C-2.0 SITE PLAN sa C-2.1 WHATABURGER'SITE PLAN r 1.: C-3.0 EROSION CONTROL AN C-4.0 GRADING PLAN _ C-5.0 DRAINAGE AREA MAR' C-6.0 STORM SEWER PLAN C-7.0 UTILITY PLAN - C-8.0 PAVING AND JOINT LAYOUT PLAN j BRYAN -COLLEGE STATION STANDARD STO:t FIG. SWPP POLLUTION PREVENTION DETAILS WATEt FIG. W BRYAN -COLLEGE STATION STANDARD WATE DETAI0 I FIG. S BRYAN -COLLEGE STATION STANDARD SEW DETAIILS 11 FIG. D BRYAN -COLLEGE STATION STANDARD DRAT GE DETAIL '', FIG. SW BRYAN -COLLEGE STATION SIDEWALK DETAIL. I j PH 1.0 PHOTOMETRIC PLAN L-1.0 LANDSCAPE PLAN L-2.0 LANDSCAPE DETAILS I IR -1.0 IRRIGATION PLAN I IR -2.0 IRRIGATION DETAILS " I j mmm STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) = IIIIIIIIIII11MI11 mr"l h -Horn nc 1 as, Inc. [j! 5 Central Drive,',' Suit1 iwo ae 7525172) 770-130072) 239-3820of Registration: f92112r sa r 1.: SAN ANTONIO, TE S 210-476-6000 ZIP 7j216 THIS DRAWING IS THE PROPEMY OF W14ATABURGERRESTAURANIS, JLP SAN ANTONIO, TEXAS; ANE I MAY NOT BE USED OR REPRODUC ED IN WHOLE OR IN PART, W 'OUT THE EXPRESSED WRRIEN CO SENT OF WHATABURGER RESMURANIS. LP. SHEET TITLE: COVERT UNIT NO.: 13-02i DATE: 10/11/201, SCALE: 1"=20' DRAWN BY: HKV/C APPROVED BY: LO SHEET NO: C-0.0