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Home My WebLink AboutDrawingsPROJECT SPECIFIC NOTES: CURB NOTES: CURB & GUTTER 1. CITY OF COLLEGE STATION, JOSEPH E. SCOTT LEAGUE' A -5O BRA�OS COUN�( TEXAS. 7. AN |RR|C4llON PLAN VNLL BE APPROVED PR|OR TO C.0. |T N0LL |NCLUDE A PRE�SURE l. INPANGDJNJOINTS: 0'MAX 2� BUILDING SITE FOR POST OAK VILLAGE |S ZONED C_1 FOR RETAIL. BREAKER OR RPZ BACKFLOW PREVENTE� INSTALLED AND TESTED PER CITYro SPACING AND AT ALL RADIUS -C-WORD|NANCE 2394 POINTS, PTS, T8.AND yC� 3. ALL PROPOSED SIGNS WILL BE REVIEWED AND PERMITTED SEPARATELY. u� C0�Tn�� MAX 10 NP '- ��00J0I�G'8' 100% COVERAGE OF CR0UNDCOVER' DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL SPACING -RESIDENTIAL POST OAK VILLAGE IS A SINGLE BUILDING PLOT FOR THE PURPOSE OF NON ARCHITECTURAL STANDARDS, LANDSCAPING, AND SIGNAGE AND SHALL COMPLY WITH GRASS IS REQUIRED IN PARKING LOT ISLANDS, GVALES' AND DRAINAGE AREAS' THE PARKING �] »� THESE ARE THE CD YmNDMD88 . LOT SETBACK'RIGHTS OF WAYS, AND ADJACENT PROPERTY DISTURBED DURING REFER I0G8U7ECf�QCALREPORT HMAC�Q8Y�OJB��8�OMMENDATI STANDARDS IN THE UDO REGARDING BUILDING PLOTS OVER 25`000 SQUARE FEET �4 BAR CONTINUOUS, EXCEPT THRU - 5' FLOOD HAZARD STATEMENT: ACCORDING �� COMMUNITY PANEL N0' 48041C144C OF THE S. ALL PROPOSED EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR BRAZOS CONSTRUCTION. EXPANSION JOINTS 1. SECTION 7.1O OF THE UD�. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE -� ' r� COUNTY. TEXAS, EFFECTIVE DATE JULY 2, 1992, THE SUBJECT TRACT IS SITUATED WITHIN HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL UNSHADED ZONE "X"; DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS FLOOD PLAIN. ANY PROPERTY LINE. ^� 5. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM V|EVV1O. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS LIMESTONE BASE -/ `�uuox*u� OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIALLIMESTONE="Sc �� DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE 11. 8'249 SF OF INTENSE USE ALLOWED WITHIN THE POST OAK VILLAGE SHOPPING CENTER SITE ASPHALT PAVEMENT �3UB�R (25�� F TOTAL SF 0F SHOPPING CENTER) ---'�'~-~''~''~ ' ' GRADE. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE ` ' N.T.S. O J0 60' TO MAINTAIN A UNIFIED APPEARANCE 12. pD3T OAK VILLAGE IS NOT LOCATED WITHIN AN IMPACT FEE AREA �� _ �� PA EX OFFSITE FIRE HYDRANT EXISTING DUMPSTER AREA F71RE HYDRANT #2 4' SQUARE WHITE 8" RED FIRE LANE STRIPPING HANDICAP SYMBOL ON PROPERI WITH REPEATING 4" WHITE LEITERS BLUE BACKGROUND, TYP.-3 LINE ON INDICATED CUIiBS ZONE 57 SEE DETAILS SHEET C1.3 NO PARKING 48 zifiloo 12V 9d '9N, 10A C4 �Jl 4n WIHTE STRIPPING WITH 4" WIHTE PHASE 1 FIRE WALL TRUNCATED DOMES TO EXTEND P E 1 LETTERS16 -PARKING' 6,288 SF FIRE CEI I FULL WIDTH AND LENGTH OF POST OAK VILLAGE SHOPPING CENTER PHASE LINE: 7, §0 SF F ZONED CI TYPIC& BIKE 3.43 ACRES TUBING SEE D7AJLSjSHEET ClA FINISHED FLOOR = 285.98 14 EXISTING SPACES, 6 INTERIOR SPACES ADDED '10 TOTAL, PHASE 11NE _1 778 SF M0079 7 107 TOTAL SF = 33,287 SF 9 ARCHITECTURAL AND PHASE 1 10,779 SF PAVEMENT RENOVATIONS PHASE LINE 300' LAY OF HOS FH #1 PAVEMENT RENOVATIONS !AAI 12: - --- ------------- --- -- '^-��^ | | PRIME mPAINT RACK / | oJ BLACK IN COLOR' / /' MORE FIRE LINE STRIPING _77 2-Y pl. CURB AND GUTTER CURB GUTTER, TYP \ ^ | ' ' / /m m, 09 EX. 12' FT SIDEWALK `,~==`U"�° / . 12' FT SIDEWALK 3:!| `�� ` / ---'-----------�� | < ``` ,~� / � ' | '- --�----- — -~�-~-~ ~------ -J -_--~- -~-��--- -- ------ - - MOUNT TO ^� / | /1 |RB LAY OF HOSE FH #2 SURFACE W/4 -GALVANIZED � RJ2-BOLTS/oX�onsLpuns � =~. | | !| / 48 CITY STANDARD BIKE RACK DETAIL 16111 ' / Q51 Description 8 tall End'lila'nd (SF) :l Isla SF 620 620 360 260 3957 G as 114 f 15 LIGHT POLE I I LIGHT ^~' DEMO K8 / CURB POLE KPAR ING J.3 ORE / 77 ERE I RR 00 117 LEVATI WTI�sl 451 SF ALS* SIA1,M01 4 BIKE PARKING . _ . ` . . -_ . --_- LIRE |L1141E OF PAVEMENT -DEM / &` � �� ____-315 SF _~~~��--- ( 'Pa/wv27_q) � � TEXAS STATE HIGHWAY NO. 30 (HARVEY ROAD c9*6,OJ~11373 U P_; �FIRE FLOW � PHASE 1 TO INCLUDED CONSTRUCTION [)� � 9RR �F - _ _ _`___ _ ARE CELL LOCATED ON EAST END OF EXISTING SHOPPING (`ENTER' ARE FLOW FOR 6'788 SF' TYPE 1113 = 1'750 GPM. � BUILDING |�� NOT SPRINKLED, TA��(l�� OU|��F) � _- - - -� _ �.��.___' THEREFORE .`^-`°~.``-`^ �U [��}��| (lVV �= 1 7�O (��k1 ��(lk� 1 �\/|c�TlN�� A��74NT eU '''`^-' �~'' '''~~ GPNI FROM ' ^-'`'~'^`~ '''^''`'^`'' 3:2011 -1 D67L,$1 EET OWNER TO INSTALL KN[ly A(ly ON STRUCTURE PER FIRE MARSHALL STANDARDS PARKING ANALYSIS Renovations tmPost Oak Village Shopping Center MATCH EX. GRADES ROW ----F-EX. DRIVE- RIGHT IN, RIGHT OUT WITH DECELERATION LME] TxDOT island Description tall End'lila'nd (SF) :l Isla SF 620 620 360 260 "kN merjor.S".0 436 749 313 749 396 353 rmtep -hrT 543 543 543 360 183 Ff r 1 o' 1 356 524 168 524 360 vf 232 1,182 950 1,182 164 180 1,002 228 1 976 1 7481 9761 1801 7961 BOUNDARY �o PROPERTY OWNER/DEVELOPER BERNSTEIN INVESTMENTS Parking Anal= 1800 ST. JAMES PLACE, SU 33,287 sf @ 1 Space 250 sf HOUSTON, TEXAS 77056 Regular Spaces LEGAL DESCRIPTION-: //�T �v / /, BLOCK /, WOODSTOCK U SECTION '` ~~LL^-~^- STATION U � BR4Z(lS COUNTY' TEXAS Reguired: RENOVATIONS TO 396 R E46; Concept 3 ParUn-gAnalysis C FO CITY SITE PLAN CE / omit I o%o a nin ile on PROJECT SPECIFIC NOTES: CURB NOTES: CURB & GUTTER J� 1. CITY OF COLLEGE STATION, JOSEPH E. SCOTT LEAGUE, A-50 BRAZOS COUNTY, TEXAS. 7. AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO C.O. IT WILL INCLUDE A PRESSURE I ANSION JOINTS: 60'NIAX 2. BUILDING SITE FOR POST OAK VILLAGE IS ZONED C VACUUM BREAKER OR RPZ BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY I I . . . . SPACING AND AT ALL RADIUS -1 FOR RETAIL. #4 BARS @ 18" OCEW ORDINANCE 2394. POINTS, PT -S, AND PC'S 3. ALL PROPOSED SIGNS WILL BE REVIEWED AND PERMITTED SEPARATELY. CONTRACTION JOINTS, 10' MAX Nti, 4. POST OAK VILLAGE IS A SINGLE BUILDING PLOT FOR THE PURPOSE OF NON-RESIDENTIAL 8. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL 3"R SPACING 3. THESE ARE THE CITY NEINUVIUMS. GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING ARCHITECTURAL STANDARDS, LANDSCAPING, AND SIGNAGE AND SHALL COMPLY WITH X LOT SETBACK, RIGHTS OF WAYS, AND ADJACENT PROPERTY DISTURBED DURING iii A tn ibljtttt� SITE,, REFER TO GEOTECHNICAL REPORT �R STANDARDS IN THE LIDO REGARDING BUILDING PLOTS OVER 25,000 SQUARE FEET. #4 BAR CONTINUOUS, (0 5. FLOOD HAZARD STATEMENT: ACCORDING TO COMMUNITY PANEL NO. 48041C144C OF THE 'D .............................. FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR BRAZOS EXPANSION JOINTS 9. ALL PROPOSED EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF CONSTRUCTION. EXCEPT THRU HMAC FOR PROJECT RECOMAENDATIONS Ap 1.5' ........... ............ ... COUNTY, TEXAS, EFFECTIVE DATE JULY 2, 1992, THE SUBJECT TRACT IS SITUATED WITHIN SECTION 7.10 OF THE LIDO. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE F ............... i .............. HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL > A UNSHADED ZONE "X"; DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS FLOOD PLAIN. ANY PROPERTY LINE. SU BGRADE 6. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW 10. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS LIMESTONE BASE LIMESTONE BASE P5 F,� OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL A," DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE ll. 8,249 SF OF INTENSE USE ALLOWED WITHIN THE POST OAK VILLAGE SHOPPING CENTER SITE ASPHALT PAVEMENT SECTIONS MBGRA E7 Al (25% OF TOTAL SF OF SHOPPING CENTER) 60' GRADE. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE L 0, 30, TO MAINTAIN A UNIFIED APPEARANCE. 12. POST OAK VILLAGE IS NOT LOCATED WITHIN AN IMPACT FEE AREA N.T.S. VICINITY MAP m iv% --I m m ---- lv,� i"A m iv, '1\ /AA, M fA PA. AA M j'v� M SCALE: N. S ly� I A i'A /A /A m m M 1,,4 hA h1k j A A� IAA M "A iVi, Nk ------------- M A, EN OFFSITE FIRE HYDRANT EXISTING DUMPSTER AREA EX. FIRE HYDRANT #2 4' SQUARE WHITE 8" RED FIRE LANE STRIPPING HANDICAP SYMBOL ON PROPERLY WITH REPEATING 4" WHITE LETTERS LINE "FIRE LANE, 'NO PARKING, BLUE BACKGROUND, TYP.-3 gyti -------------------------------------------------------- ------------ --------------------------------------------------------------------- -------------------------------- ---------------------------------------------------------------- -`TOW` -AWAY- 20 N E" W ------------------- EX. OFFSrrE--- -] 9. FIRE HYTR�� -f-6------ f-6 -------------------------- --- -- ON INDICATED CURBS 61 ANT #" 2 S ZONE - �'CLEAR 18.0- SEE DETAILS SHEET C1.3 ----------------------------------------------------------------------------------------------------------------------- --- Z� NO PARKING -1 486SF ......... . 36.0- (TYP) in 36.0 (MIN) PHASE 1 %6,288 SIF FIRE CELL NO ARCHITECTURAL RENOVATIONS Ems PARKING" HCAP RAMPS, TYP. ZONED CI J 57SF STRIPPING WE TRUNCATED DOMES TO EXTEND 4" WIHTE STR WITH 40 WIHTE PHASE 1 - FIRE WALL FULL WIDTH AND LENGTH OF POST OAK VILLAGE SHOPPING CENTER PHASE LINE: 7,390 SF F TYPICAL BIKE J, I!3.43 ACRES 9 19;� �9& �9_0.* '70A TUBING SEE DqAILS ISHEET C1.31 FINISHED FLOOR= 285.98 'ALI 14 EXISTING SPACES 6 INTERIOR SPACES ADDED (20 TOT .1 1rMaL I PHASE IJNE 2-1,778 SF e 7 107 HEIGHT = 31'-8 4 = 33,287 SF TOTALSF_ Z, ARCHITECTURAL AND PHASE 1 6 PAVEMENT RENOVA11ONS PHASE UNE- 10,779 SIF zy VLII 300' LAY OF H!!!_!! #1 PAVEMENT RENOVATIONS PRIME & PAINT RACK T - 333SF 300' LAY OF HOSE FH #1 4 Pe U., i80sr-,. MID STRIPING 65 -7 BLACK IN COLOR RE FIRE LINE IVC17��5 �Id,7 7/,�/V CU _ Q/fir CURB AND GUTTER --------------- 66� 1 1 RlI&c GUTTER, TYP 10, ............................ 'F A EY. 12' FT SIDEWALK 11.9"0 ML TUBING 7111 ))j J_ I I f zno.J --- --------------- - - - - - - - - - - 7 ---------- 12' FT SIDEWALK 7 -.4 2 X - -1 _` I i I - - - - - - I I I 7 '>n . . . . . . . . LEX, FIRE HYDRANT #1 II MOUNT TO CONCRETEI i '! !_{ I ,�;i 7 PACES ADDED J R48� 27 INTERIOR S CL SURFACE W/4 -GALVANIZED It EXISITNG CURB 6"X3* STEEL PLATE R32 I I -1. 1 1 I - I OSE FH #2 J_BOLTS WELDED *rn DAM I'la/ _.jw1 L� I 1�! - 11-V Ni 1 1 300' LAY OF H 7rl . Lc- rKVjtKI, Z26 -12 IT LINE Q ry 48 ItI p iI B 1 ig: I1 L Itii 749SF 01 ,j It I 11 _z' .0� �1 5 TI7 illy'I /I / p /5" '-T OF CITY STANDARD BIKE RACK DETAIL 1 11ijil EX PARKING LOT 524S iZ�! Cli ON 543SF �Ii ,j V5 CURB 11 1 DEMO ISLAND, REPLACE WITH PAVEMENT, -j HANDICAP SIGN WITH VAR R4.t N.T.S. LIGHT ROLE T 4' WHITE- ."PARI, TYP LIGHT . �-POLE MATCH EXISTING GRADES,. ADD SIX LOT MA GRADES f 9') ACCESSIBLE PLAQUE, TYP _STRIPE, T -POLE EX ___ 11 PARKING LOT AD11131"'NINAPARKIN' -SPACIES 21.3 _j EX. PARKING k GUTTER IN MATCH. EX. G ._xw7 I -, - -1 " ._IUGHr io K4.5 _t� IDA 2%� 18 9 CA Mill t FN • ry J .8. 8 F _N, A! 65 & DA1,310_/ 1590, 4 BIKE, PARKING Descriptioni� 8 Proposed: ze Ils '`-,Total 7(SF) 4 1 II P_ 8A 1.1 m MY$ 0 'A 620 620 620 360 260 A M qq.��-;Imgiip 436 524S iZ�! Cli ON 543SF �Ii ,j V5 CURB 11 1 DEMO ISLAND, REPLACE WITH PAVEMENT, -j HANDICAP SIGN WITH VAR R4.t N.T.S. LIGHT ROLE T 4' WHITE- ."PARI, TYP LIGHT . �-POLE MATCH EXISTING GRADES,. ADD SIX LOT MA GRADES f 9') ACCESSIBLE PLAQUE, TYP _STRIPE, T -POLE EX ___ 11 PARKING LOT AD11131"'NINAPARKIN' -SPACIES 21.3 _j EX. PARKING k GUTTER IN MATCH. EX. G ._xw7 I -, - -1 " ._IUGHr io K4.5 _t� IDA 2%� 18 9 CA Mill t FN • ry J .8. 8 F _N, A! 65 & DA1,310_/ 1590, 4 BIKE, PARKING K Sj 14 395SI AB I T_--i212S 1 H im -T lyll In 1V All m ivy\ 40-ISFt, 4 D. PARKING 15 i / U NT POLE (9 2YON 1R2) Z9'68Z = A372 11 4 0 04 P-7 0 0 z 0 CL M 01 FIRE FLOW PHASE 1 TO INCLUDED CONSTRUCTION OF 6,288 SF FIRE CELL LOCATED ON EAST END OF EXISTING SHOPPING CENTER. FIRE FLOW FOR 6,288 SF, TYPE 1113 = 1,750 GPM. BUILDING IS NOT SPRINKLED, THEREFORE REQUIRED El FIREFLOW = 1,750 GPN1 FROM 1 EXISTING HYDRANT. 0 'NJ OWNER TO INSTALL KNOX BOX ON STRUCTURE PER 0 0 0 FIRE MARSHALL STANDARDS 0 410Y .07) (6VO ,I, 31!,Y 1;"H) Of 'r,,V A 3Y b'1-5, 5 VX_7Z CURB A J LINE OF PAVEMENT DEMO_ 242 ___ "4 _PHASE 1 PHASE LINE 5,31.ci SF� TEXAS STATE HIGHWAY NO. 30 (HARVEY ROAD) PARKING ANALYSIS Renovations to Post Oak Village Shopping Center Parkinar Island Snuarp Fnntarrp Annfuric- licinnric Inrntarl within nm%fg%mg%nt rjmno%%fft+m^n graft AA. Z 451 SFi��_ EX. STORM INLET -1 CURB & GUTTER, TYP. MATCH EX. GRADES ----FEX. T®RNE TRIGHT IN, RIGHT OUT WITH DECELERATION LANE Island Descriptioni� S Proposed: ze Ils '`-,Total 7(SF) dI Island -�;l -So) II P_ 8A 1.1 m MY$ 0 'A 620 620 620 360 260 A M qq.��-;Imgiip 436 749 313 749 396 353 VM d 543 I - J:�- 360 IL IINwN1, AMSEft MM 1 A'" . 356 524 168 524 360 K Sj 14 395SI AB I T_--i212S 1 H im -T lyll In 1V All m ivy\ 40-ISFt, 4 D. PARKING 15 i / U NT POLE (9 2YON 1R2) Z9'68Z = A372 11 4 0 04 P-7 0 0 z 0 CL M 01 FIRE FLOW PHASE 1 TO INCLUDED CONSTRUCTION OF 6,288 SF FIRE CELL LOCATED ON EAST END OF EXISTING SHOPPING CENTER. FIRE FLOW FOR 6,288 SF, TYPE 1113 = 1,750 GPM. BUILDING IS NOT SPRINKLED, THEREFORE REQUIRED El FIREFLOW = 1,750 GPN1 FROM 1 EXISTING HYDRANT. 0 'NJ OWNER TO INSTALL KNOX BOX ON STRUCTURE PER 0 0 0 FIRE MARSHALL STANDARDS 0 410Y .07) (6VO ,I, 31!,Y 1;"H) Of 'r,,V A 3Y b'1-5, 5 VX_7Z CURB A J LINE OF PAVEMENT DEMO_ 242 ___ "4 _PHASE 1 PHASE LINE 5,31.ci SF� TEXAS STATE HIGHWAY NO. 30 (HARVEY ROAD) PARKING ANALYSIS Renovations to Post Oak Village Shopping Center Parkinar Island Snuarp Fnntarrp Annfuric- licinnric Inrntarl within nm%fg%mg%nt rjmno%%fft+m^n graft AA. Z 451 SFi��_ EX. STORM INLET -1 CURB & GUTTER, TYP. MATCH EX. GRADES ----FEX. T®RNE TRIGHT IN, RIGHT OUT WITH DECELERATION LANE Island Descriptioni� S Proposed: ze Ils '`-,Total 7(SF) dI Island -�;l -So) nterior Island (SF) P_ 8A 1.1 m MY$ 0 'A 620 620 620 360 260 A M qq.��-;Imgiip 436 749 313 749 396 353 VM d 543 543 543 360 183f IINwN1, AMSEft MM 1 A'" . 356 524 168 524 360 164 ' W10 fi 232 1,182 950 1,182 180 1,002 228 976 748 976 180 796 I/ TxDOT ROW BOUNDARY 00W (Gvo& C3 REQUIRED E3 _-0 +3' PROPERTY OWNER/DEVELOPER ParkingAnalysisBERNSTEIN INVESTMENTS Required: 1800 ST. JAMES PLACE, SUITE 300 33,287 sf @ 1 Space / 250 sf ---------------------------- 133 HOUSTON, TEXAS 77056 Proposed: (713) 961-0751 EXT 3 Regular Spaces- ----------------------------------- 174 LEGAL DESCRIPTION: H/CSpaces(total --------------------------- 6 1! - Van Accessible (1 per 8) -------------------------------- 2 LOT 1, BLOCK 1, WOODSTOCK Total Spaces ---------------------------------------------- 18o SECTION 1, COLLEGE STATION BRAZOS COUNTY, TEXAS Total Interior Parking----------------------------------- 33 33 @ 180sf per 15 interior spaces--------------------- 396 Proposed:------------------------------------------------- 396 Required: (15sf per parking space Total parking spaces----------------- 208 paces----------------- 208 spaces@ 15 s per space------- PrODOsed: ------------------------------ RENOVATIONS TO POST OAK VILLAGE SHOPPING CENTER CITY SITE PLAN jr JONES&CARTER, INC. -;, ENGINEERS-PLANNERS*SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN, BY: DATE: AS NOTED D WIN. BY: JOB N0. C0007-007 DWG, NO. SUBMITTED: SURV. BY: OF -re�Xlj NOV 1 A 2011-09-28 ORIGINAL D Z 2011 - I Q67UBEET 010 6PD.FD;,.ADA..j-V k. 00 ........................./ P 01 STEVE E. �O �4 .................. ... �"__RVIICES V, 832 PLAT ALED: 52 ow 01N t 11/07/2011 anni e ony SHEET NO. C1.0 T 3 rA 7 ( 11-0) 12) (13 n14 15 n Q r17 Q8 Q9 n2O T T T T T T T T T T T TENANT 5 AGES REVISED FLIOOR PLANS FACADE ENOVATION OR THESE T=_NANTS < AREA "B" rF f: -_1,00P 1'LAN LINE OF REMODELED Hiinimr, i:Ar DEMOLISH PORTION OF BUILDING REPLACE W/ PARKING SEE CIVIL ENGINEER'S SITE PLAN LINE OF EXISTING BUILDING FAGE RENOVATION EXISTING' AREA "B" ...... ........ .... ........ ...... . ...... ...... . .... ... ........ ....... ....... ....... ....... '*"** ... ........ -- ----- ....... ........ ....... . ...... - - -- -------- . ........ ..... 12 Q J3 14 u u u T T T T T T Post Oak Villbae NOPrtl flEVATIOI V EXISTING STUCCO FACADEU OEXISTIG FAUXSTONE COMN BASES 0jn/,ff1-0P,ffP/0WNfP - A 0n1,ffL-0P1'1,ffN7_ 01= P,ffPN_'57_,ff/N /Wf_'57_/'1,ffN7__'5 /800 577, J/1/'1,ff_"5 PI-ACff , 57T 500 110U57 -0N, 77X 77056 7/5-90-0151 X5 15 16 VA EXISTING GLASS STOREFRONT BEYOND APPI-IGANT G, LION W11_L_1AM50N, APGt1/7-,ffG7- /06 EA57- 26771 _'57_PfE7_ PPYANJ 7-EXA5 11805 919_715_/718 811012011 ZIFAGADE RENOVATION FOR THESE TEIM', NTS AREA "A" No -F -ro 5GA/-Iff IGS M RENOVATION AREA „A„ ... . ..... ........ . . ...... - -____.....________..._______»_____________ 20 2 1 2 ursD `' R — -----DRAWN BY: D19 a C _-r-U CHECKED BY: C 0 AM! D! A_ I CLw SEP. 3 DATE:2011 ppyy I& 0// DEVELO 1" SERV PLAT RLED. M -T — — — — — — — — — — — — — — — — — — — — — �3/AI.2 LUON U L_ PTR P057- OAK V11_1_A6,ff 5tIOPPING CffM7-fP 5,45 AGPf5 VOLUME 456, PAGE 481 1-07- /BLOCK 2 W001-D_'57_0GK 5,fC7-/ON / COL-1—f6f 57-A7_10N, PPAZO5 COUNTY, 7_fXA_'5 NOT TO 5CAL_,ff DATE: — 8JGL11 TH15 DRAWING FILE 15 RELEASED UNDER THE AUTHORITY OF G. LEON WILLIAMSON TEXAS ARGHITEGT5 REC71STRTION 7530 THIS DRAWING 15 INGO PLETEANDMAYNOT BE USED FOR GONSTR GTION OR PERMITTING am mill ARCHITECTS SEAL 111111■■■■■11011111 <-, W1111 it■MEN M NONNI NONNI mom MMmMI MEN OMEN 0■MINI0 -No r 11■■�■■■■■■MEN SHEET NUMBER ME M I L til l EWEN 171-_ Cy Lu ;4 . ......... 7530 UA Jr7N Lu Q) ENGINEERS SEAL RENOVATION AREA „A„ ... . ..... ........ . . ...... - -____.....________..._______»_____________ 20 2 1 2 ursD `' R — -----DRAWN BY: D19 a C _-r-U CHECKED BY: C 0 AM! D! A_ I CLw SEP. 3 DATE:2011 ppyy I& 0// DEVELO 1" SERV PLAT RLED. M -T — — — — — — — — — — — — — — — — — — — — — �3/AI.2 LUON U L_ PTR P057- OAK V11_1_A6,ff 5tIOPPING CffM7-fP 5,45 AGPf5 VOLUME 456, PAGE 481 1-07- /BLOCK 2 W001-D_'57_0GK 5,fC7-/ON / COL-1—f6f 57-A7_10N, PPAZO5 COUNTY, 7_fXA_'5 NOT TO 5CAL_,ff DATE: — 8JGL11 TH15 DRAWING FILE 15 RELEASED UNDER THE AUTHORITY OF G. LEON WILLIAMSON TEXAS ARGHITEGT5 REC71STRTION 7530 THIS DRAWING 15 INGO PLETEANDMAYNOT BE USED FOR GONSTR GTION OR PERMITTING am mill 111111■■■■■11011111 W1111 it■MEN M NONNI NONNI mom MMmMI MEN OMEN 0■MINI0 -No 0 MEN OMNI 11■■�■■■■■■MEN SHEET NUMBER ME M EWEN COPPER COLORED METAL ROOF STUCCO STONE MATCH EXISTING RECESSED STONE ;a 'MIT l.�r��T:1=•-��•�i�1.7��®moi IN rt0 mlmkm- IMEMON 13m, ��rtl—� 42' ACCENT COLOR #6356 EXISTING BUILDING ST UCGO- 430 5F PORCHES/COLUMNS STUCCO 806 5F OR 60% OF TOTAL FACADE (includes exist'g 430 so 2 ELEMENTS EVERY 45' STONE 546 SF OR 40% OF TOTAL FACADE TOTAL FACADE 1,352 5F .5GALIff; 118"'r -o" r -O" 011 le PORCHES/COLUMNS STONE 415 SF OR 28% OF TOTAL FACADE 2 ELEMENTS EVERY 45' 55 570 SF OR 38% OF TOTAL FACADE TOTA F, ,488 ApfA // A// �N\ i �0 7 11�f Lf�,Vv�A i �7/- 11�0 �N / �/ - T �/\- �L_, v 7r\ L_ /q 5GALIff; STUCCO BASE COLOR ETAL COPPER )LOBED ROOF AGGGENT COLOR #6356 COPPER MOUNTAIN �T UGGO BASE )R LT WEIGHT BEIGE#6092 STONE IATGH (STING GLASS 'ALKWAY BEYOND 1181,__11_011 - - .r v "Y✓ "'V PORGHES/GOLUMNS STONE 820 SF OR 25% OF TOTAL FACADE 2 ELEMENTS EVERY 45' 0 TOTAL FAG 0 (:(GLASSS 1,154 SF OR 34/6 OF TO^A F LADE COPPER COLORED METAL ROOF 42' ACCENT COLOR COPPER MOUNTAIN #6356 STUCCO BASE COLOR LT. WT. BEIGE #6092 STONE MATCH EXISTING WALKWAY BEYOND EXISTING BUILDING STUCCO 806 SF OR 60% OF TOTAL FACADE (includes exist'g 430 so T �O- 0 5F STONE 546 5F OR 40% OF TOTAL FACADE PORCHES/GOLUMN TOTAL FACADE 1,352 SF 2 ELEMENTS EVERY 45' /� Tf Lff VA r/O N - APE A / lr,-,�, 5GALIff; 5,f,ff 5EPAP ITf 511,fffT rOP ACTUAl- GO/ -OP SfLfG7"10N UA r— U-1 O 0- O cn ENGINEERS SEA R a DRAWN BY: I) co�,�� °�,�� CHECKED BY: -. �� CLW ARCHITECTS SEE SEP 3 0 2011 I DATE: 8/10/2011 W.tp,;5 r D \ HLx 9 4 e � ERI 4 • 47 PLxr FILED: •;r; I LA �= O ,�1�T•'•. _ 7tv 530 •,� �G ENGINEERS SEA R a DRAWN BY: I) co�,�� °�,�� CHECKED BY: -. �� CLW SEP 3 0 2011 I DATE: 8/10/2011 W.tp,;5 r HLx 9 4 e � ERI 4 • 47 PLxr FILED: DATE:_810 2011 THIS 1 RAWING FILE IS RELEASED UNDER THETHORITY OF G. LEON WILLIAM50N TEXAS 'RGHITEGT5 REGI5TRTION 7530 THIS DRAW1 G 15 INGOMPLETE AND MAY NOT BE USED FOR GONSTRUGTION OR PERMITTING §47 20 : _; m®® mm mmm'. 0 a I 0i ' I / LESLIE'S __=_._-'�==J-=__--==_____--.�..--- ��__��- --- - -__ _- L ' ADA POOLP POST OAK VILLAGE ACC SS LADING �'________- _ ----�� LOC TION L CATION ' , i ---- ------ ------ iFJ' /r, -----I� 1Q ----------- � E/ J L rl/1Pvfr PoAD _ -- ----- a noV)ffPAL L- Drrr)ff PIAN I \ ' II Nt1/V 4 51DEWAI-K W/114H "I -----�Cr 4hFK 611v r4b � (z oo \ I � L/ K•5FAGe 0 9 S C�UPD P/1/ lP XlSrl''NG 5/DMAI-K { %o PACK 5PAGf o i Gy or ® P4771 )/VO �\ s AIDA AGGE55 lel-AN 7 U TENANT L -OARING OOCK r'LAN LINF OF DUILDING 5/10LWAI-K EXlSrINGI DUILDING'OLUl7N I ® I �I 5A41 GUT 0Ur EX157-IN6 5/0fWALK PPOVIDf GONG, Phi7P 1,12 5L -OPE r Q I I (4'=5/DEW � I 'I FXl lNG /f5P /tLr P/fiPKI L07- orG W P/VINT- (5PlPFS O I;IZ Q � w \� i INSTALL NEW PAIR 1:XP. J+r e 5,ffhL/Wr PNNr P/V7P GON5TrA57-ING GO/ -OP I 'v- b` -O' x &I 50F FLif 1,12 SLOPE r0 DLoG W/}LL LOADING DOORS IN NEW SAWCUT - OPENING 6-4" x 8'-2" MAS. OPENING REFER 'q/A-301 1Z FOR HEAD DETAIL NEW CONCRETE SCREEN WALL FINISH TO MATCH EXISTING BUILDING NEW CONCRETE RAMP LANDING FOR LOADING, SLOPE UP ® 1:12 .a APPROXIMATELY b" RISE. DOWEL INTO EXISTINGIL' 0 DRIVE PAYING WITH #3 BARS @ 24" D.G. MINIMUM SLAB REINFOREMENT #3 BARS a 18" O.G.E.W. :vim-/: lip a EXISTING a ! NE1•i ' 4 .. ; a ASPHALT - G0NGkET1=' TENANT L -OARING OOCK r'LAN 4'-0" AT I" x012" 5L -OPE #4 DOWELS 12" OG LINE OF FX 50if-MI 1-K lNl"O FX, GONG, 500W/1LK � 4" rYIK GONG, Ph17P I:XP,JT-W/ 5F/1L/Wr Z rOOL�D GPOOVf5 2" .-_ �..:. ,', /1'1'055 P/V7P LINt- #5 PEINF @ 12" OC EW e � ' .• r.: ' #4 PEN' e TOP e PM-, _ oe_ 8" NLW GONG, °D DICTION AT CUPO PAMP Nor ro SG/1L� 5/1W GUr P1ffPlI71ffr1ffP of NEW P/1MP Ar DEI -10 5,000 P5/ GONG, PROPERTY OWNER/DEVELOPER No BERNSTEIN INVESTMENTS ' -paD F w 1800 ST. JAMES PLACE, SUITE 300 p LIAWIE HOUSTON, TEXAS 77056 (713) 961-0751 EXT 3 NOV ',) 2 2011 LEGAL DESCRIPTION: COLLEGt 61AT'I N LOT 1, BLOCK 1, ENGINEERINI11% SECTION 1, COLLEGE STATION BRAZOS COUNTY, TEXAS REVIEWEDPOR RENOVATIONS TO COMPI MICE POST OAK VILLAGE SHOPPING CENTER NOV 21 2011 DETAILS DEVELOPMENT SE RVlCES JONES &CARTER, I NC. PLAT r E1LED: Jr ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Bdarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 -* TED. DGN. BY: T NOTED DWN. BY: JO N0. 007-007 DWG. N0. -- ' SUBMITTED: -- SURV. BY: -- 1,, OF A2011-11-07 SHE ED - PATHWAY AND LOA ox" SHEET N0. 11/07/2011 CI.3 I LINF OF DUILDING 5/10LWAI-K EXlSrINGI DUILDING'OLUl7N I ® I 5A41 GUT 0Ur EX157-IN6 5/0fWALK PPOVIDf GONG, Phi7P 1,12 5L -OPE EX157-IN KEDGF (4'=5/DEW FXl lNG /f5P /tLr P/fiPKI L07- orG W P/VINT- (5PlPFS O I;IZ Q � w \� 1:XP. J+r e 5,ffhL/Wr PNNr P/V7P GON5TrA57-ING GO/ -OP I 'v- 50F FLif 1,12 SLOPE r0 DLoG W/}LL 4'-0" AT I" x012" 5L -OPE #4 DOWELS 12" OG LINE OF FX 50if-MI 1-K lNl"O FX, GONG, 500W/1LK � 4" rYIK GONG, Ph17P I:XP,JT-W/ 5F/1L/Wr Z rOOL�D GPOOVf5 2" .-_ �..:. ,', /1'1'055 P/V7P LINt- #5 PEINF @ 12" OC EW e � ' .• r.: ' #4 PEN' e TOP e PM-, _ oe_ 8" NLW GONG, °D DICTION AT CUPO PAMP Nor ro SG/1L� 5/1W GUr P1ffPlI71ffr1ffP of NEW P/1MP Ar DEI -10 5,000 P5/ GONG, PROPERTY OWNER/DEVELOPER No BERNSTEIN INVESTMENTS ' -paD F w 1800 ST. JAMES PLACE, SUITE 300 p LIAWIE HOUSTON, TEXAS 77056 (713) 961-0751 EXT 3 NOV ',) 2 2011 LEGAL DESCRIPTION: COLLEGt 61AT'I N LOT 1, BLOCK 1, ENGINEERINI11% SECTION 1, COLLEGE STATION BRAZOS COUNTY, TEXAS REVIEWEDPOR RENOVATIONS TO COMPI MICE POST OAK VILLAGE SHOPPING CENTER NOV 21 2011 DETAILS DEVELOPMENT SE RVlCES JONES &CARTER, I NC. PLAT r E1LED: Jr ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Bdarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 -* TED. DGN. BY: T NOTED DWN. BY: JO N0. 007-007 DWG. N0. -- ' SUBMITTED: -- SURV. BY: -- 1,, OF A2011-11-07 SHE ED - PATHWAY AND LOA ox" SHEET N0. 11/07/2011 CI.3 I