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HomeMy WebLinkAboutDrawings1 lass: 440sf VStone: 467sf ./Stucco: 868sf Metal Roof: 75sf •1 • 011 Ill- III 11144 4 �k IL 11�1 W 0 E* WE 23% SG'���i c �N EAST) ) 25% 47% two, 4% h ass: Osf 0% Vtone: 556sf 30% ,�Oetal Xtucco: 1 277s 66% Roof: 75sf 4% 0 d- /Stucco: • n - R•• s &UILDING A SIDE ELEVATION (s wF>r) BUILDING B SIDE ELEVATION (NORTH & SOUTH) BUILDING C SIDE ELEVATION ALU M I Nti'h4�AWN 1 V ass: 800sf C-1Sone: 545sf tucco: 1 221 sf etal Roof: 75sf (N WEST & S WEST) 1782sf 71 5s 75sf in &CFRO Stucco: Mone: Metal Roof: I STONE ST UCCO SW 6107 Nomadic Desert MTL. ROOF MBCI Medium Bronze BUILDING B & C REAR E (WEST) NOT VIS C- v,sibCc .ENATION T> c (N WEST) fS� FATION C (s WEST) ISSUE DATE 10/13/09 . U PROJECT N0. 00.0000 DRAWN BY az mam CHECKED BY rl REVISION ?<- A. Clj A. A. 0. 1 600sf4� BUILDING A REAiq g'LEVATION 238sf 5 sf 4% + G1,; 1 �L (N WEST, NOT VISIBLE) SHEET: A3mO © Copyright 2009 by R.L. Payne & Associates, Inc. . U Cn-5 0o Z az ?<- Clj 0 °° i adLU J F- ( QW — Cno U o 0 Z po v O to W cn Z W LL - 00 Z �C. N W w (D wZ �- Y. °- z O p - z Q �og�� U) ,- W v W II ILj Z U CC o'JO 0 7- LL 1 600sf4� BUILDING A REAiq g'LEVATION 238sf 5 sf 4% + G1,; 1 �L (N WEST, NOT VISIBLE) SHEET: A3mO © Copyright 2009 by R.L. Payne & Associates, Inc. 2 51REE� 40' I `cn Ny \ o o a m �R c_I 19 z tZTI\ D Oy y9ti Q? • o��ioN I � � � � �I z I cs � D AD \ m ' SoUTN 4� AN3 (PLAc) I , o cNo C I oo v O 13g��CK 2 �\ tiF 76 p1 �� Oc . I ZED mp • �P a J� _ d -d-' --BACK �D. oma' m. N cn SE m �� , . 5- ev�L ! f /i f f I l GRAPHIC SCALE `t o , I I OODWAY m o .� 1 / / c I o ' CTl ' , 40 0 20 40 80 �p z TE • I, a 1 / Nz ,.... _ �'� �---"` ! 6 MASONRY 29�__! I / o .. o. ,-- / o `o ,.... .. �.. ...m- ��, 656.50' -''/ / SCREENING WALL / I .,.. PROPOSED �j wNcn`T':LA ; A 0 �3 N 423347 / / //r 1 X24 / / m NRY DUMPSTER DOD �jv1 _ 299 / , \ - / / / / // / { IN FEET ) 298 _ m' nz� \ ENCLO URE / Q� % / \ - - N� �m u, �_ PROPOSED 2'X12' °�5 �, . �,� / // I ' i; / 1 inch = 40 ft. 33 M O O N CT1 9 W N o \ z� �.-'"' / MASONRY DUMPS �Q�/V� ENCLOSURE ' 1 I i ' o _' y o uCi z o N mom- m cA � . U, P � / / O � � / ,\� f j • j / / / /' I 5Q- m o PROPOSED 15 P.U.E. X. MASONRY / ----� __ ----- �- --- / o � r , -/ / / 294 � , WALL �- W ! / / o j / ( - 6"PUBLICWATER - - - wM FDC X. W 6' WA EFS ! ro - - - GENERAL NOTES �m ® BUILDING A j/ o o ( I / / ISOLATION 5,909 SQ.FT / / I ! / , /• /, / / 1• ACCORDING FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO. 10. FIRE LANE MARRING ' ' VALVE FF=299.70 ! / / / 8041C0182C, REVISED MARCH 29, 2007, iHIS LAND CONTAINS AREAS DESIGNATED (B) (10) SUBS 01 x p ~� a / ! / 6x9 HEIGHT= 29%p i / l I i i j ; ;' 2. S ZONE X FLOOD PLAIN. 11. 100% COVERAGE OF BICYCLE / ; / EARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED PERENIAL GRA IS o / o PA I / i / / 3 FROM GPS OBSERVATION. THE PARKING L S 20' PUE ' / _ J , / / , ° 6688/1 / \ I 5 CgRB FLUI E / j ! ' / P.U.E. -PUBLIC UTILITY EASEMENT. DURING CONST CTI 5. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O. 12. IRRIGATION SYS M 6. SUBJECT PROPERTY IS CURRENTLY ZONED C-1. REDUCED PRESS RE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT DEVICE, AND I AL LOCATION OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO 13. ALL BACK FLO DE' i \ t CONSTRUCTION. CITY ORDINAN E 23 SRMC ' Q I / BUILDIt�.C�6 t 293`\ i' /' I , N N / 8. CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1-07 OF THE LATEST 14. ALL SOLID WA C m ! 8,830 SQ.FT B -CS STANDARD STREET DETAILS. RIGHT -OF -WA NC I J 9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS 15. ALL SIGNS ARE. ER x ® � I� A,�, , FF=300.50 L j 29Q \\\ �'\ \ / NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT 16. ALL DIMENSIONS SH' 99 HEIGHT= 29 \ \ WITHIN 150 FEET OF THE PERIMETER BOUNDARY OF THE SUBJECT LOT OR TRACT, 17. CURB RETURN R DII ° `Z MEASURED FROM A POINT FIVE (5') FEET ABOVE GRADE. SUCH SCREENING SHALL 18. EXTERIOR BUIL i G EXISTING ' z ( � R20' i' / / \ \ \ BE COORDINATED WITH THE BUILDING ARCHITECTURE, MATERIALS, COLORS AND THE UNIFIED D LC BUILDING Ij / \\, \ \ \ SCALE TO MAINTAIN A UNIFIED APPEARANCE. AN OPAQUE H 1N 'D o / ,• \ / FIXTURES WILL N m i i' �' ' l !vim• cn I \\\. \ 19. LOT 1-R AND 2 R N I?'o\ \ \ \ \ \ BUILDING PLOT.' \ 20. ALL PAVED ARE S 4097.41 SQ.FT ! f 0, \ ` \ \. ' \ NO.4 BARS \ \ ON 18" O.C.E.W. � � ❑ � �' o � 9 • / 20.00 \\ I\ \ \� 3,500 PSI CONCRETE X28 DAYS 6-" PV - I 6x9 -� wEx. c BICYCLE/ / ro / C� / ' N / I \u, \ \ \ ( I LEGEND GAS cas - cas caste svC "' cas P A / I ' 1 I I d • a d cn / 8 2 I �) I I I I I d' o PR/OPOSED 12'X12'/ / 9 / �c3 900 0l ' I I M .. : ° : , .• d ! N 9I I ASONRY DUMPSTER x...9..00. O t I N I I �I ' / 0, ::.,,N N, FL R?p 204. / I / I EX. 4" •VC WATER I ' ! t~i O / , / 5 CURB FLUME o / I I I .... .... ... ..300.. . / to I I TYPE A HYDRATED LIME STABILIZED SUBGRADE. STABILIZED AT 6% PER ' a CD o "• / / 6' WOOD FENCE I / I I ( / f 299 O rn 0 _ � _ _ � / L- DRY UNIT WEIGHT. COMPACT TO / - O / ./ .. 93% OF PTIMUM MOISTURE 5% MAX DRY DENSITY AT -1 % TO i 36 �f / ( ® j 4 U ' o I ! i / _9 •TI -1{ h 2 , / / / / r // % // �. / COMPACTION TEST CONTENT PER NA TM D698.DARD CTOR / Y o z (az I / Y WILLIAM BROOKE o �o o291 o 03 . N % / o HUNTER/ESTATES / / ; ;:i / / / Lor , REGULAR DUTY CONCRETE SECTION PARKWAY CIRCLE Q' o LOT 2R, 6`.362 ACRES j �," N.T.S. ' I , �� 189.03 U) o a 296.85 VOL. 6688 PG. 137/ / l / 508/561 (PLAT) o ° N AIV p / / PARKWAY CIRCLE APARTMENTS, o / r / O h / / l ' / / / LTD. `� O - M 5^. ! / % / % 1237/242 EXISTING , I BUILDING C o 5' CU FLUME BUILDING 8, 8 0 SQ. FT t / FF= 98.50 6oR• 1- '' I I HEI HT=29=ga r 6'x9' 189.03 MID.) 4" w rE / 2 ' uE BICYCLE IM 019 / Q; MITE DATA M 11173- 76 7 ( / / / PAD N PROPOSED / F_ NOTES: ZONING (, _ ( / VA /0 18'x15' P.U.E f N / / /' = / ! / ! 1. DOUBLE BACK HOLDS 4 BICYCLES. j ❑ i 1 d Z 297 / i ! 2. FINISH TO BE WEATHER RESISTANT, BAKED -ON POWDER POLYMER COATING. PROPOSED USE / ! ' ' ! / / H RS AND GROSS ACREAG I �°� `�p1NG coq F ��� � � � •�• et DO CO Bee ® 1 I Creek T4 1 Park 00 Eel Ca ,y 9 7i �Y F 2 0 Ln j Z Z 4�°yotiy yONStio° 0�9 ��G� ? ! t® ti P FIFO/H O .tC� CEO,y q GV' PpP�Je S 1 0 yF tiF .0 ca � y ' cd s 2° o aP� z or�C4 ax :g �~ o am > o C VIE I1�IIL a 1Ci114114 MAP N.T. SHALL ONFORM TO ORDINANCE NO. 2529, CHAPTER 6, SECTION 1 *.'• ••. '..*�i� 503.3OF THE CITY OF COLLEGE STATION CODE OF ORDINANCES. rf•.;., ARO NDC VER, DECORATIVE PAVING DECORATIVE ROCK, OR A / .... j REQ UIRED�1 IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, y...�CHRISHARRIS�� TB 'CK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED ® 94859 ALL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A �� '••�L'ENS'E,. '�+'w PRII GIPLI BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW ED S PER CITY ORDINANCE 2394. CES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER 4. NTAINERS ARE REQUIRED TO BE SCREENED FROM THE ALQ ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. IITTED SEPARATELY. WN ARE �TO THE FACE OF CURB UNLESS OTHERWISE NOTED. ARE 12.0' TO FACE OF CURB UNLESS NOTED OTHERWISE. :ND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF F...� ?MENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW T/1 AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. V 1 )UNRD IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT n IY POPERTY LINE. F� IF TE WILLIAM BROOKE HUNTER ESATES ARE CONSIDERED ONE 0 HALL HAVE 6" CUBS UNLESS OTHERWISE NOTED. o u EXISTING WATER LINE V 1 EXISTING GAS LINE EXISTING OVERHEAD POWER LINE M� EXISTING EASEMENT EXISTING CONTOURS 1�1 PROPOSED CONTOURS _ �PROPOSED WATER LINE PROPOSED 6" SANITARY SEWER LINE PROPOSED EASEMENT O EXISTING WATER VALVE r^ � V1 EXISTING FIRE HYDRANT (' EXISTING WATER METER PROPOSED MANHOLE PROPOSED DOMESTIC WATER METER PROPOSED IRRIGATION METER PROPOSED FIRE HYDRANT PROPOSED TRANSFORMER 3. ANCHOR BACK TO CONCRETE WITH 3/8 X 2 1/2 WEDGE ANC 0 PROPOSED i 5 / , / TAMPER RESISTANT OR WELDED NUTS. (4 REQ'D) OR SET TUBING 12" BELOW w u 18x15 �? , I / ti�°� ! j / / GRADE IN 24" DEEP X 6" WIDE CONCRETE FOOTING.. TOTAL DEVELiP D ACI P.U.E. I 1 `S o�/ f /' % ! / ; 4. CONCRETE BASE MAY BE COVERED WITH DECOMPOSED GRANITE. / i / ! / % 5. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE \ 0AND AND IN A HIGHLY VISIBLE AREA.114 <' I SSWR�N / ?O• Sj oaj EX.:E l ' / " �:R:� PARKING RATIO: w F/ s / °o �� / // / / / / ; it .., '. PARKING REQ I ED: sS` , STowm I 5 CUf�B FLUME/ // / / i j ,�1`Z 3' MIN CLEARANCE / 1 1" X 2" RECTANGULAR FROM WALLS OR ' ! / 1/4 OBSTRUCTIONS ON ??'� 11 GAUGE BOTH SIDES AND PARKING PROM( ED: z s ! `3 I / / i 15" STEEL TUBING BASE., s.. J- / � // j / / THICKNESS :�. �� !! �, ,� j f// / / (TYP.) c� " " BACK. FRONT TO cn �, / ( N 1 / / 1 /8 X 2 X 2 X HAVE 6' MIN CLEAR 0 -2 ANCHOR BUILDING AREA: o �I /9V / EXISTING AREA. 8 j II Tc� BUILDING BRACKETS W/ 1/2" o �' % I tW!> a i / / / HOLE. WELD TO BASE. �.�.•. 1'-•• _.._ -,:„ .,�;.:.,::;.:�:-:.�,;::.,..,., BUILDING AREA ER IS Z / / o 1" X 2" RECTANGULAR FOR "ANYTIME I TNES`. 41 LL. (/ I Q �, I/ f / v / ,� " , STEEL TUBING BASE. SOUTHWEST CR SSING JMo / / . / �i / 1/8 X 2 X 2 X 0'-2" 11 GAUGE. WILLIAM BROO< HUN' pep��� ( ANCHOR BRACKETS W _ 1 I / Q - -- _ l / // " / _- 04 iv TOTAL BUILDIN . AREA 1/2 HOLE. WELD TO o / d / / 6' WOOD FENCE °o' ///// c, // / BASE. (4 REQ'D) BUILDING CONS' w o I 0- 76 ' 76o27/ops / TRAFIC MPACT:PUE At AIL o/&a/430' o 50' ACCESS N.T.S. ACC E / % / BACK OF CURB/EDGE A ESM ; I _ / / / 66881137 I /l -' /' I OF SIDEWALK 24„ 827/741B4 LDING SETBACK / , �/ / 2" DOMESTIC w /I It/ METER 6" 15" i1i I T x. 36 RCA ISTOR _ �f PROP. 6" - - - PROP. 2" DOMESTIC 5C Tf WATER LINE SUPPLY LINE 1 /4"R /EX. SIDEWALK \ �.. / / NOTE:I 3„ Si EXPANSION JOINTS IN S 54'20'3 413. ) _ / / 4" GATE VALVE r 5" CURB & GUTTER SHALL LOT 2-R WILLIA - - - _- ..- 28 -DAY CONCRETE P � 1 /4 R - BE SPACED ATA a v I I Y STRENGTH 4000 Si MAXIMUM DISTANCE OF 8 e AE AE AE AE AE AE AE AE AE AE AE �fE ---- AE-- -AE A AE AE- I 12" 4" 60' APART AND AT ALL 6' o ca 6„ " RADIUS POINTS. P.T.'S CRAWFOI D ";I PROP. 4" FIRE 7 "B" w z R, n� c O p - - - - - - - WATER LINE �- �_ O AND P.C. S TYPE CITY OF 0o ,v � U n EXISTING \ \ 6'X4" REDUCER � SOUTHWEST PARKWAY DRIVEWAY I _ CURB & IGU JOINTS L 2" TAP �� " � CURB &GUTTER SHALL $,j�, 3 3 2 BE SPACED AT A my a p mZ (80' R. D. W.) / Ofd _ 34 BARS J" MAXIMUM DISTANCE OF OWNER/APPLICANT DE OPS /4 X 18 SMOOTH , EXPANSION DOWELS 4„ 3„ 10 APART. FOUR AGS INVESTMENTS, L.P. THE OL AM C- 6701 IMPERIAL DRIVE 809 TYPICAL COMBINED CONTACT: BRIAN RIAN2RESTIVO CO TAN' RSIT w -r... .. TYPICAL SERVICE LINE DETAIL TEL. NO. 979 229-4806 TEL. COLLEGE STATI C HUN ' CURB + �R SEC11ON ( ) o (9 79) A z Q N.T.S. N.T.S. FAX NO. (979) 695-7624 FAX N0. (979) c7 E w w w w w w ®I Qi w w w w -7 .7, -z C-1 RETAIL/OFFICE 6.326 AC. (275,560 Sq. Ft.) 6.326 TOTAL ACREAGE -0.82 AC. FEMA FLOODPLAIN 5.506 AC. TOTAL Qft 5.506 AC. (239,841 Sq. Ft.) DEVELOPED 1 PER 250 SQ. FT. (RETAIL OR OFFICE) BUILDING A 5,909 SF = 24 _r BUILDING B 8,830 SF = 36 BUILDING C (((8,830 SF = 36 TOTAL REQUIRED PARKING = 96 100 SPACES (INCL. 6 HANDICAP) BUILDING A: 5,909 SQ FT TOTAL BUILDING B: 8,830 SQ FT TOTAL BUILDING C: 8,830 SQ FT TOTAL AT "LOT 1-R ER ESTATES: 23,400 SQ FT 46,969 SQ FT IN: TYPE IIB WITH FIRE SPRINKLER SYSTEM PER LIDO SECTION 7.12.C.2 A TIA IS NOT REQUIRED FOR THIS SITE. 23,569/1000*3.75 = 88.4 TRIPS IN THE PEAK HOUR WATER DEMANDS GPM WATER METER SIZE SANITARY SEWER LOADING (GAL/DAY) MIN AVG. MAX BUILDING A 0.5 10.6 30 1" 1035 BUILDING B 0.5 10.6 30 1" 1550 BUILDING C 0.5 8.0 25 1" 1550 IRRIGATION 1.0 15.0 20 0.75" N/A IM 019 / Q; MITE DATA M 11173- 76 7 ( / / / PAD N PROPOSED / F_ NOTES: ZONING (, _ ( / VA /0 18'x15' P.U.E f N / / /' = / ! / ! 1. DOUBLE BACK HOLDS 4 BICYCLES. j ❑ i 1 d Z 297 / i ! 2. FINISH TO BE WEATHER RESISTANT, BAKED -ON POWDER POLYMER COATING. PROPOSED USE / ! ' ' ! / / H RS AND GROSS ACREAG I �°� `�p1NG coq F ��� � � � •�• et DO CO Bee ® 1 I Creek T4 1 Park 00 Eel Ca ,y 9 7i �Y F 2 0 Ln j Z Z 4�°yotiy yONStio° 0�9 ��G� ? ! t® ti P FIFO/H O .tC� CEO,y q GV' PpP�Je S 1 0 yF tiF .0 ca � y ' cd s 2° o aP� z or�C4 ax :g �~ o am > o C VIE I1�IIL a 1Ci114114 MAP N.T. SHALL ONFORM TO ORDINANCE NO. 2529, CHAPTER 6, SECTION 1 *.'• ••. '..*�i� 503.3OF THE CITY OF COLLEGE STATION CODE OF ORDINANCES. rf•.;., ARO NDC VER, DECORATIVE PAVING DECORATIVE ROCK, OR A / .... j REQ UIRED�1 IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, y...�CHRISHARRIS�� TB 'CK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED ® 94859 ALL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A �� '••�L'ENS'E,. '�+'w PRII GIPLI BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW ED S PER CITY ORDINANCE 2394. CES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER 4. NTAINERS ARE REQUIRED TO BE SCREENED FROM THE ALQ ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. IITTED SEPARATELY. WN ARE �TO THE FACE OF CURB UNLESS OTHERWISE NOTED. ARE 12.0' TO FACE OF CURB UNLESS NOTED OTHERWISE. :ND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF F...� ?MENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW T/1 AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. V 1 )UNRD IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT n IY POPERTY LINE. F� IF TE WILLIAM BROOKE HUNTER ESATES ARE CONSIDERED ONE 0 HALL HAVE 6" CUBS UNLESS OTHERWISE NOTED. o u EXISTING WATER LINE V 1 EXISTING GAS LINE EXISTING OVERHEAD POWER LINE M� EXISTING EASEMENT EXISTING CONTOURS 1�1 PROPOSED CONTOURS _ �PROPOSED WATER LINE PROPOSED 6" SANITARY SEWER LINE PROPOSED EASEMENT O EXISTING WATER VALVE r^ � V1 EXISTING FIRE HYDRANT (' EXISTING WATER METER PROPOSED MANHOLE PROPOSED DOMESTIC WATER METER PROPOSED IRRIGATION METER PROPOSED FIRE HYDRANT PROPOSED TRANSFORMER 3. ANCHOR BACK TO CONCRETE WITH 3/8 X 2 1/2 WEDGE ANC 0 PROPOSED i 5 / , / TAMPER RESISTANT OR WELDED NUTS. (4 REQ'D) OR SET TUBING 12" BELOW w u 18x15 �? , I / ti�°� ! j / / GRADE IN 24" DEEP X 6" WIDE CONCRETE FOOTING.. TOTAL DEVELiP D ACI P.U.E. I 1 `S o�/ f /' % ! / ; 4. CONCRETE BASE MAY BE COVERED WITH DECOMPOSED GRANITE. / i / ! / % 5. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE \ 0AND AND IN A HIGHLY VISIBLE AREA.114 <' I SSWR�N / ?O• Sj oaj EX.:E l ' / " �:R:� PARKING RATIO: w F/ s / °o �� / // / / / / ; it .., '. PARKING REQ I ED: sS` , STowm I 5 CUf�B FLUME/ // / / i j ,�1`Z 3' MIN CLEARANCE / 1 1" X 2" RECTANGULAR FROM WALLS OR ' ! / 1/4 OBSTRUCTIONS ON ??'� 11 GAUGE BOTH SIDES AND PARKING PROM( ED: z s ! `3 I / / i 15" STEEL TUBING BASE., s.. J- / � // j / / THICKNESS :�. �� !! �, ,� j f// / / (TYP.) c� " " BACK. FRONT TO cn �, / ( N 1 / / 1 /8 X 2 X 2 X HAVE 6' MIN CLEAR 0 -2 ANCHOR BUILDING AREA: o �I /9V / EXISTING AREA. 8 j II Tc� BUILDING BRACKETS W/ 1/2" o �' % I tW!> a i / / / HOLE. WELD TO BASE. �.�.•. 1'-•• _.._ -,:„ .,�;.:.,::;.:�:-:.�,;::.,..,., BUILDING AREA ER IS Z / / o 1" X 2" RECTANGULAR FOR "ANYTIME I TNES`. 41 LL. (/ I Q �, I/ f / v / ,� " , STEEL TUBING BASE. SOUTHWEST CR SSING JMo / / . / �i / 1/8 X 2 X 2 X 0'-2" 11 GAUGE. WILLIAM BROO< HUN' pep��� ( ANCHOR BRACKETS W _ 1 I / Q - -- _ l / // " / _- 04 iv TOTAL BUILDIN . AREA 1/2 HOLE. WELD TO o / d / / 6' WOOD FENCE °o' ///// c, // / BASE. (4 REQ'D) BUILDING CONS' w o I 0- 76 ' 76o27/ops / TRAFIC MPACT:PUE At AIL o/&a/430' o 50' ACCESS N.T.S. ACC E / % / BACK OF CURB/EDGE A ESM ; I _ / / / 66881137 I /l -' /' I OF SIDEWALK 24„ 827/741B4 LDING SETBACK / , �/ / 2" DOMESTIC w /I It/ METER 6" 15" i1i I T x. 36 RCA ISTOR _ �f PROP. 6" - - - PROP. 2" DOMESTIC 5C Tf WATER LINE SUPPLY LINE 1 /4"R /EX. SIDEWALK \ �.. / / NOTE:I 3„ Si EXPANSION JOINTS IN S 54'20'3 413. ) _ / / 4" GATE VALVE r 5" CURB & GUTTER SHALL LOT 2-R WILLIA - - - _- ..- 28 -DAY CONCRETE P � 1 /4 R - BE SPACED ATA a v I I Y STRENGTH 4000 Si MAXIMUM DISTANCE OF 8 e AE AE AE AE AE AE AE AE AE AE AE �fE ---- AE-- -AE A AE AE- I 12" 4" 60' APART AND AT ALL 6' o ca 6„ " RADIUS POINTS. P.T.'S CRAWFOI D ";I PROP. 4" FIRE 7 "B" w z R, n� c O p - - - - - - - WATER LINE �- �_ O AND P.C. S TYPE CITY OF 0o ,v � U n EXISTING \ \ 6'X4" REDUCER � SOUTHWEST PARKWAY DRIVEWAY I _ CURB & IGU JOINTS L 2" TAP �� " � CURB &GUTTER SHALL $,j�, 3 3 2 BE SPACED AT A my a p mZ (80' R. D. W.) / Ofd _ 34 BARS J" MAXIMUM DISTANCE OF OWNER/APPLICANT DE OPS /4 X 18 SMOOTH , EXPANSION DOWELS 4„ 3„ 10 APART. FOUR AGS INVESTMENTS, L.P. THE OL AM C- 6701 IMPERIAL DRIVE 809 TYPICAL COMBINED CONTACT: BRIAN RIAN2RESTIVO CO TAN' RSIT w -r... .. TYPICAL SERVICE LINE DETAIL TEL. NO. 979 229-4806 TEL. COLLEGE STATI C HUN ' CURB + �R SEC11ON ( ) o (9 79) A z Q N.T.S. N.T.S. FAX NO. (979) 695-7624 FAX N0. (979) c7 E w w w w w w ®I Qi w w w w -7 .7, -z C-1 RETAIL/OFFICE 6.326 AC. (275,560 Sq. Ft.) 6.326 TOTAL ACREAGE -0.82 AC. FEMA FLOODPLAIN 5.506 AC. TOTAL Qft 5.506 AC. (239,841 Sq. Ft.) DEVELOPED 1 PER 250 SQ. FT. (RETAIL OR OFFICE) BUILDING A 5,909 SF = 24 _r BUILDING B 8,830 SF = 36 BUILDING C (((8,830 SF = 36 TOTAL REQUIRED PARKING = 96 100 SPACES (INCL. 6 HANDICAP) BUILDING A: 5,909 SQ FT TOTAL BUILDING B: 8,830 SQ FT TOTAL BUILDING C: 8,830 SQ FT TOTAL AT "LOT 1-R ER ESTATES: 23,400 SQ FT 46,969 SQ FT IN: TYPE IIB WITH FIRE SPRINKLER SYSTEM PER LIDO SECTION 7.12.C.2 A TIA IS NOT REQUIRED FOR THIS SITE. 23,569/1000*3.75 = 88.4 TRIPS IN THE PEAK HOUR PLANo 'OOKE HUNTER ESTATES 0 It "tn ¢ U 2 ACRES ?NETT LEAGUE A- 7 a >LLEGE STATION to �, z aS, TEXAS ca � w 0 a ENGINEER WIN GROUP LLC KIMLEY-HORN AND ASSOCIATES, INC. SHEE IVE EAST, SUITE 101A 111 UNIVERSITY DRIVE EAST, SUITE 105 IX GOiODWIN (77840 COLLEGE STATION, TEXAS 77840 CONTACT: CHRIS HARRIS, P.E. Cm® 3-2000 TEL. NO. (979) 846-8401 i-7020 FAX NO. (979) 846-8450 SUBMITTAL DATE: 05/01/2009 12" E1 1= ,/ATIGN _ Ei SIL nwn r. O.H. SIM. N 1/811 = 1'-0" s� ,�ELEVATIOlkNIBUILDING X:�. 1/811 /8„ = 1'-0„ elar�w�• 13 ELEVATION — BUILDING • 1/811 /8" = 1'-0" DOOR SCHEDULE DOOR O 6' X 7' PAIR ALUM./GLASS STOREFRONT WITH 1 " INSULATED GLASS, MATCH ADJACENT STOREFRONT DOOR © 3' X 7' HOLLOW METAL DOOR, GALV. FRAME AND DOOR, PAINTED AND INSULATED WALLLEGEND LIMESTONE WAINSCOT BASE GENERA( NQTt:S 1. C.J. = CONTROL DINT, 3/8 RAKE & SEAL 2. EXTERIOR DIMEN I INS ARL TQ FACE OF BRICK. U.N.O. 3. INTERIOR OR PARTITI01 DIMENSIONS ARE FROM FACE OF GYP. BOARD TO FACE O GYP. BOARD. 4. RE: A1.OB FOR C DITTO EXTERIOR ELEVATIONS. 5. PROVIDE INSULATION AT ENTIRE PERIMETER WALL OF BUILDING. U.N.O.; INSULATED PANELS1 MEET REQUIRED 'R' VALUE AND DO NOT REQUIRE BA'N INSULATION, eO4k%,I A1.0 SI A. - O I _ M N 08.36 3 90 L,2'- 0 511 o cM to to N O O ® CA It 2'_ 1, " 7'-0" '_0 [,r7' -O" 50--0" 7'-011 Le�'-0 7'-0"10 " 70 1_ 11 0 1 11 1 11 " 5 - 7 -0 5 0 7 -9 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 14 is LINE OF AWNING ABOVE 1 14 iv A1.00 — I — 5' 011 20'- I 25'-0" 25'-0" 25'-0" '1 � II iFLOOR ISI I I"IY O 6 METAL STUD WALL WITH 6 INSULATION CHECKED BY REVISION n A I i in KI 36 11 04.23 LIMES NE BLOC (RANDOM ASHLAR PATTERN) 6" METAL STUD WALL r- 04.25 CAST( 1TONli ILO K; 12" SQUARE, WITH RAISED STAR 04.26 CAST TONE, SILL TRANSITION BLOCKS 05.31 PRE�il F ST L STAR; 1 1/2" SQ. TUBE, PAINTED; RE:AI.OA - `- 06.36 1 /2 I LYWD. SHEATHING WRAPPED WITH 'TYVEK STUCCO WRAP" 07.25 El FS; " INS TION BOARD ON 1/2" DENS 2LASS 3OLD SHEATHING 07.26 EIFS RNICE TRI 07.36 PRE IF NISHEC METAL R PANELS 07.41 PRE-' F NISHE METAL GUTTER 07.42 PRE-FINISHE M AL DOWNSPOUT 12[,[ 1" 07.43 PRE-''FINISHE M E T[JAL ROOF PANELS 07.47 PRE-, F NISHED M AL WALL PANELS, TEXTURED FINISH 07.51 PRE-' 9N.'METAL !CAP FLASHING, SLOPE TO DRAIN 08.03 HOLLD i META DOOR AND FRAME, PAINTED 08.36 ALUM N JMAN GLASS STOREFRONT, 08 DETAIL - E I 1 V _ WITH (W/ 1 INSULATED GLASS) 1 1/211 _ 1 1_011 10.35 PRE -I INISHED ALUMINUM AWNING A B T5- 1308.031" 5'-a 0" L, 951 01/ ( i I, 5'-I 0" - z -- -- -- - _::_:_ -I'' 1 © -- © -- ------ B CEI)Ll Art f J _ -------------- _ -- SLAB LEAVE -OUT FOR UTILITY 6 -0" ((' I ROUGH -INS L------------ ---------------- - --------- -- - - - - --I I ( I Qt co W O O I IN I; I Z -0' - m 2j" ) ( o 0 > � Un W z J N a a OI tp � I i I J� O N n Q i - r- co W N /15 co I �- I ih eO4k%,I A1.0 SI A. - O I _ M N 08.36 3 90 L,2'- 0 511 o cM to to N O O ® CA It 2'_ 1, " 7'-0" '_0 [,r7' -O" 50--0" 7'-011 Le�'-0 7'-0"10 " 70 1_ 11 0 1 11 1 11 " 5 - 7 -0 5 0 7 -9 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL 14 is LINE OF AWNING ABOVE 1 14 iv A1.00 — I — 5' 011 20'- I 25'-0" 25'-0" 25'-0" '1 � II iFLOOR ISI I I"IY ISSUE DATE 3/23/05 O DRAWN BY CHECKED BY REVISION n A I i in 36 11 I o� r- ISSUE DATE 3/23/05 PROJECT NO.' 00.0000 DRAWN BY CHECKED BY REVISION n A I i 2 is 1/811 /8„ = 1 1-011 ® Copyright 2005 by R.L Payne & Associates, Inc. GENERAL. NOTES 1. C.J. = CONTROL JOINT, 3/8" RAKE & SEAL 2. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK. U.N.O. 3. INTERIOR PARTITION DIMENSIONS ARE FROM FACE OF GYP. BOARD TO FACE OF GYP. BOARD. 4. PROVIDE INSULATION AT ENTIRE PERIMETER WALL OF BUILDING. U.N.O.; INSULATED PANELS MEET REQUIRED 'R' VALUE AND DO NOT REQUIRE BATT INSULATION. DOOR SCHEDULE DOOR ® 6' X 7' PAIR ALUM./GLASS STOREFRONT WITH 1 " INSULATED GLASS, MATCH ADJACENT STOREFRONT DOOR © 3' X 7' HOLLOW METAL DOOR, GALV. FRAME AND DOOR, PAINTED AND INSULATED KEYNOTES 04.23 LIMESTONE BLOCK (RANDOM ASHLAR PATTERN) 04.25 CAST STONE BLOCK; 12" SQUARE, WITH RAISED ST) 04.26 CAST STONE, SILL TRANSITION BLOCKS 05.31 PRE -FAB. STEEL STAR; 1 1/2" SQ. TUBE, PAINTED 06.36 1/2- PLYWD. SHEATHING WRAPPED WITH 'TYVEK STI 07.25 EIFS; 1" INSULATION BOARD ON 1/2" DENS GLASS GOLD SHEATHING 07.26 EIFS CORNICE TRIM 07.36 PRE -FINISHED METAL 'R' PANELS 07.41 PRE -FINISHED METAL GUTTER 07.42 PRE -FINISHED METAL DOWNSPOUT 07.43 PRE -FINISHED METAL ROOF PANELS 07.47 PRE -FINISHED METAL WALL PANELS, TEXTURED FIN 07.51 PRE- FIN. METAL CAP FLASHING, SLOPE TO DRAIN 08..03 HOLLOW METAL DOOR AND FRAME, PAINTED 08.36 ALUMINUM AND GLASS STOREFRONT, WITH ( W/ 1" INSULATED GLASS) 10.35 PRE- FINISHED ALUMINUM AWNING .— tD to in M tD M N N M N N N Co p O O O O r co r WALL LEGEND LIMESTONE WAINSCOT BASE 6" METAL STUD WALL WITH 6" INSULATION 6" METAL STUD WALL 3AO8V ONicnn8 30 3NII X_ 0 m lq, o oQ x N N Q T _ i N co I---� r o I I o N I I I I i I o ci C)i I I of I m I I I I N I i i 01 2 111 s ON�me Iii. cD ;L, N cV II I — N «9'ri „0 -SZ I� m- IAJ N s O — — J I � O D 1.0-19 :Dc 00 Ci _j o„0-.2.< .Z a N Lo N Uo r N -IVnO3 5 0- L9 O Q I Ii ISSUE DATE 3/23/05 PROJECT N0. 00.0000 DRAWN BY CHECKED BY REVISION D. O. O. D. O. L O L V CD Cz i; O I 00 a. w d- a (� Z �— ' 0 I Lij cd 0 J co CD 3�: coo co a :r. rn zc) 0 v� .. ._ � z Q Lo Q LoL �N \� � z z �Lli �N t\ ujn :5 0- �,' i jIx­-ui M z ~ 0) C%3 T_ U < LIJ W (D ■ U JO Q ` J I O a- 0 I 0 n Glass: 440sf Stone: 467sf Stucco: 868sf Metal Roof: 75sf Glass: Osf Stone: 556sf Stucco: 1277sf Metal Roof: 75sf Glass: 800sf Stone: 545sf Stucco: 1221 sf Metal Roof: 75sf :lU I q 171: 23% 25% 47% 4% (N EAST) STUCCO CORNICE STUCCO STONE LOW 'E' GLASS IN THERMAL ALUMINUM FRAMES ALUMINUM P I LASTE WHICH OVERHANG � 1 `A V l . I . V - V I Stone: 828sf Stucco: 1 685sf Metal Roof: 75sf 0% Stucco: 1782sf 30% Stone: 715sf 66% Metal Roof: 75sf 4% BUILDING A SIDE ELEVATION 8"=1'0" (S WEST) BUILDING B SlDk_gEVATION 8"=110" (NORTH [OPPOSITE HAND], SOUTH) BUILDING C SIDE ION 8 30% 25% 43% 2% (N WEST & S WEST) Law, Ij LrZjUUw1'1;b 8"=1.'0" (S EAST) Stud-S Stone: Metal Roof: LEGEND STUCCO SW 6107 Nomadic Desert TL. 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