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HomeMy WebLinkAboutDrawingsNOW OR FORMERLY 23.00' HD DEVELOPMENT PROPERTIES, L.P. - (VOLUME 6322, PAGE 049) „�•�" 15' PRIVATE ACCESS LOT 11, BLOCK 1 & P.U.E. 600 SQ.FT. OF SCREEND 11.323 ACRES STORAGE AREA, REF. �- CIVIL SITE NOTE #9 Ip�� ZONED: C -1 fig$ .._ 1.5(1° rJ$ � 15 '"' -�'�� FIRE HYD 20 -� - ' PRIVATE ACCESS �- .► �" "�_ 'p6' & P.U.E. (3663/313) -- -, 10' P.U.E. -7 h ... �•o �TBAGK � .,,.......r.- - _""... -- � Q » �At .► 1 � J•�� 539029 '"'' (/4) � - U Y� 1 gU1LDIN -� S 4 1 .59 NOW OR FORMERLY 24.00' ,._. ---•�' .�"'" BAKER & CARNES INVESMENTS LLC � f (VOLUME 5835, PAGE 281) ' �-- ELEC -RICAL O C. 0. -� (VOLUME 5836, PAGE 001) I 64 44 METER 3 34 DOMESTIC gU1LDiNG. SEA -3/4" DOMESTIC 8 C )UMPSTER PAD 1 3 / 4 1 2� 1 -3/4" IRRIGATION w /SCREENING SEE WATER METERS --' " -"`^ WATER METERS DETAILS SHEET C2.1 `f 67 66 BAJA GRILL a USE: RESTAURANT (w /o DRIVE - THROUGH) ` - � � (SINGLE STORY) m I VARIABLE WIDTH 0 PRIVATE ACCESS � & P.U.E. (4998/262) 2 Cp v cps r^ NOW OR FORMERLY \ DELMAR BARONHEAD 1, LTD. (VOLUME 3663, PAGE 313) CP LOT 1 AR, BLOCK 1 X 12.741 ACRES C. ZONED: C -1 64' PRIVATE ACCESS & P.U.E. (3663/313) 4' CONC. S.W. rn (3,571 SQ.FT.) v WOOD PRIVACY FENCE -UE w -OHE- °o C7 cn o . Q 00 Q O GAS ENHANCED PAVING FOR W W CONCRETE SIDEWALKS, DA /c 8 CY DUMPSTER PAD METERS �- N ®w+ o x w /SCREENING Cq GAS METER @MH N� y U 0) v "GATEWAY" RETAIL CENTER m z Q cn_ - - - Cn USE: RETAIL ' W 0 ui � o (SINGLE STORY) Cn (7,510 SQ.FT.) z 0 N J ir) p�a�� OTC m , ^ I 60 I\ �' ELECTRICAL m METERS (REF. CIVIL SITE NOTE #7) COVERED PATIO (1,024 SQ.FT.) ELECTRICAL TRANSFORMER PAD C.O. O NEW O 4 -BAY BICYLE RACK AMBULATORY RAMP, SEE DETAIL SHEET C2.1 54 53 10.13' 24.00' FIRE LANE SPAgES ® Q9'x18')4--181 1 �',111_see 43 .�. rn (3,571 SQ.FT.) v WOOD PRIVACY FENCE -UE Z ° -OHE- p C7 cn o . Q ZONED: C -1 Q POWER POLE 35 ENHANCED PAVING FOR W W CONCRETE SIDEWALKS, DA /c SEE CIVIL SITE NOTE #6 I �- H/C PARKING ®w+ m ® ELECTRICAL TRANSFORMER ®GM GAS METER @MH MANHOLE ROW, SEE DETAILS CLEANOUT L FIRE HYDRANT z TELEPHONE PEDESTAL - - - BUILDING SETBACK LINE - -- -- -- SHEET C2.1 -- - - - - -- EASEMENT LINE o OPEN COURTYARD m (REF. CIVIL SITE NOTE #7) COVERED PATIO (1,024 SQ.FT.) O NEW STORM h� SEWER J -BOX 00 4 . � CV W Q J ® ❑ W @ O I a; I 40 NEW STORM IQ V ° SEWER CURB 42 N x ( INLET L 7.00' 0 I 23.50' N x 43 .�. rn CHAIN LINK FENCE -0- WOOD PRIVACY FENCE -UE N LOT 2RC, BLOCK 1 -OHE- SA 0.831 ACRES -W- cn o co ZONED: C -1 Q POWER POLE 35 ENHANCED PAVING FOR W W CONCRETE SIDEWALKS, DA /c SEE CIVIL SITE NOTE #6 I �- 34 30' PRIVATE ACCESS / , - 9 - ' & P.U.E. (3663/313) -/ - J- � 25' BUILDING SETBACK FIRE LANE O SAN. SEWER STORM SEW R `► J -BOX 68•()g ' MANHOLE 20 P.U.E. STORM SEWER � 88 O, � ` ` (3758/277) N511435 E N511435 E- 151.68 ELECTI TRANSFORMER 52.49 NOW OR FORMERLY MAROON CITY PARTNERS, LETD. (VOLUME 3694, PAGE 085) LOT 4R, BLOCK 1 1.84 ACRES ZONED: C -1 II O I W N _ z 15' PUBLIC DRAINAGE ESMT. (5390/294) W STORM SEWER AREA INLET STORM SEWER J -BOX CITY OF ` BRYAN N \%% S NOT TO BAJA GRILL ` SCALE 5� ♦ �P a {P� v uN��� oRFSr SuM �Rrcr.� N 2 FF� G O B � _p P X00 oq� 5 sy9 PSG ��1- Q-DO CITY OF COLLEGE STATION L«Y K A A C PARKING REQUIREMENTS: ORDINANCE: RETAIL SALES & SERVICE: 1 SPACE / 250 S.F. RESTAURANT (w /o DRIVE): 1 SPACE / 65 S.F. ** ** REQ'D FOR AREA EXCEEDING 25 % OF RETAIL CENTER REQUIRED TOTAL RETAIL CENTER = 12,105 SQ.FT. PERMITTED RESTARUANT USE _ (12,105 * 25 %) = 3,026 SQ.FT. PROPOSED RESTARUANT USE _ 4,595 SQ.FT. 1,569 SQ.FT. > PERMITTED 12,105 / 250 = 49 SPC. 1,569 / 65 = 24 SPC. TOTAL REQUIRED = 73 SPC. (w /3 BEING H /C) PROVIDED: 64 STANDARD SPACES 0 REGULAR H/C SPACES 3 VAN H/C SPACES TOTAL PROVIDED = 67 SPC. * REF. CIVIL SITE NOTE #8 SYMBOL & LINE LEGEND -o- CHAIN LINK FENCE -0- WOOD PRIVACY FENCE -UE UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE -W- WATER LINE -s- SEWER LINE 0 POWER POLE ?� h LIGHT POLE W W GUY WIRE ANCHOR DA /c AIR COND. COMP. Mwv WATER VALVE ®w+ WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER @MH MANHOLE oc.o. CLEANOUT -&FH FIRE HYDRANT ®T' TELEPHONE PEDESTAL - - - BUILDING SETBACK LINE - -- -- -- PROPERTY LINE -- - - - - -- EASEMENT LINE CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 - EXISTING SITE, DEMOLITION & EROSION CONTROL PLAN C1.2 - GRADING & DRAINAGE PLAN C1.3 - PAVING PLAN C1.4 - CIVIL ON -SITE PRIVATE UTILITY PLAN C1.5 - LANDSCAPING PLAN C2.1 - SITE & PARKING DETAILS C2.2 - PAVING & DRAINAGE DETAILS C2.3 - UTILITY & MISCELLANEOUS DETAILS 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. PER THE REPLAT OF LOT 2R, BLOCK 1 OF THE GATEWAY SUBDIVISION, PREPARED BY KERR SURVEYING, CO. A CLOMR (CASE #02- 06- 2622C) SUBMITTED TO FEMA IN OCTOBER OF 2002 REVISED THE FLOODPLAIN TO BE CONTAINED SOLELY WITHING THE UNDERGROUND DRAINAGE STRUCTURES. 4. ALL ROOF & 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 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAALL MEET ALL ADA & ANSI STANDARDS. 6. ENHANCE PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONTRETE COLORS ARE NOT PERMITTED. 7. THE OPEN COURTYARD AREA WILL NOT BE USED FOR DINING PURPOSES AT ANY TIME, BUT WILL BE UTILIZED FOR A WAITING AREA (PER MR. TODD CARNERS - PROPERTY OWNER). AT ANY GIVEN TIME THE SUBJECT PROPERTY PROPOSES ANY KIND OF ENTERTAINMENT (LIVE MUSIC, POOL TABLES, ETC...) A CONDITIONAL USE PERMIT WILL BE REQUIRED APPROVED BY THE CITY COUNCIL. 8. THE SIX (6) PARKING SPACE DEFICIENCY IS 9% LESS THAN THE REQUIRED PARKING COUNT. THEREFORE, AN ADMINSTRATIVE ADJUSTMENT WILL BE REQUESTED FROM THE ADMINISTRATOR. 9. THIS AREA WILL BE ENCLOSED WITH A SIX (6) FOOT HIGH WOOD SCREENING FENCE FOR THE PURPOSE OF ENCLOSING ONE REMOVALBE FREEZER UNIT. NO CONCRETE SLAB WILL BE PLACED IN THIS AREA. 10. SEE CIVIL DETAIL SHEET C2.1 FOR SITE AND PARKING MISCELLANEOUS DETAILS. DIMENSIONAL CONTROL NOTES: 1. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTAND AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG .THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS- RESPECTIFULLY): - - DEMOLITION NOTES: 1. SEE SHEET C -0 FOR DEMOLITION PLANS AND DETAILS. 2. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND : DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO COMMENCEMENT OF WORK. 4. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. 5. PRIOR TO DEMOLITION WORK OF ALL STRUCTURES, THE CONTRACTOR SHALL OBTAIN AN ASBESTOS SURVEY FOR ALL BUILDINGS TO BE REMOVED, DEMOLITION PERMIT FROM THE CITY OF COLLEGE STATION, AND ALL OTHER PERMITS OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW. R ABON METCALF E NGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS EMAIL: rmengineer @verizon.i OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 DESIGNER R.A.I. - DRAFT, DESIGN, CONS 4500 CARTER CREEK, SUITE 2 BRYAN, TX 77802 OFF: (979) 846 -3366 FAX: (979) 846 -3365 SUBSTANTIA COMPLEI ISSUED Fl CONSTRUCO 8/1 7105 CONSTRUCTION DR ISSUED PRIOR TC DATE ARE REPLAC THIS SET & SHOU BE USED FO CONSTRUCTIO p�E OF 5� qs „F RAB �ETCALF I ®...:, 885 S �ONAL • E� Z Q J IL ui F_ U) _j C) CLIENT INFORMATION h- c/o TODD CARNES 0- W t w � FAX: (979) 693 -7839 ?� h J W W w U- C' h o < e W h Q �� RABON METCALF ENGI' CLIENT NO. PRO" 171 - oe CO MPLIANC E 6� AUG 5 4 2905 `� M ! L L .j QC w� 0 CLIENT INFORMATION CARNES INTEREST, INC. c/o TODD CARNES 230 SOUTHWEST PARKW) COLLEGE STATION, TX 7 OFF: (979) 693 -7835 FAX: (979) 693 -7839 FILENAME: 0211 SP R SCALE: 1 ISSUED DATE: JANUARY 17, DRAWN BY: R.A.M. CHECKED BY: R.A.M. l ;' /:�E`p'p`�'g"1'1f' ° FIELD BOOK: 4 PAGES: RABON METCALF ENGI' CLIENT NO. PRO" 171 - oe CO MPLIANC E 6� AUG 5 4 2905 `� COLLEGE S TATILI N DEVE LOPWNT SEXICES ■ ■ SHEET NO. 2 0 I� x o a 7-P F, ��r-iii11 S� HAND "I hIS ADVANCE T BC7 1� 1 V/7 10,0 IS1�1` rA 64 VA 111,14 wA�iDf'J I'N "VA FAhq PRI roil lieu® IN Al `i �i 11■I!. ............ novo w I ow r W ��U ---------------------- r---------*------i C� x c- i I 4' mai O 7 FIRE SUP EM EM I i I o �4 --------------------------.--------- --------- ----------- , I Q i CDC P� I I I wx �y{ I W i I e� Q © • U oDO�z 7oQ DDQ o �vp a0� 0 v p 04 o � Z.7 X00 , 4 qo��Q Qo�v Do �o I i i I a a ----------- ----- - ----------------------, - -- ndH1-SSVd I�_ j j/iiiii//iiiiii/i/�.�/iiiiivriliii/iii.•rviiii/iii/ii/iii/i/r/iiiii/iiiiiiisiiiiii/iiirii/iiiiiiiiiii�ii//i/iiiriii/iiv/iirii/;,�i/iuriiliiilr � /�` It'r 1 .► I '���i' / � I'I I 'J � ; �� ,�'� - LL 1 zuJ 7- I I ,� ►`� ' ,�Pc SCC I I `\ / / D o "- , I I I P.O.S. ( I :... • ; '' - ` \ \ /r /� - I I BY OWNEP. I ( .: '::. `'. ��•' r. ` '\\ `\ 6! //. .: Oq I I I ey I •,' Lu 0 0 I • R M t U 1 — �yc�oOY �----.------------I ___ __ ____.r__-___ _ __T__ __ ______T______ _.,- __r__ _ ____ __-,___ NI-F�ZO3 � o 0 0 •Q: �� W T r V= N O 14-0021 w /2- YMsm I p >7 ,SEW /MUG' FTOSTER u Fo S- g� ue ood Service \1 - /• PACK BAC-( BAR COOLER -24-G � \ � TBE -24-6 I. I I .2->� ID 7 - AREA SUMMARY RY TOTAL RESTURANT 3913 SF OOVERF,D QINING 1024 SF OURTYARQ 190 SF TOTAL $QUART FT. 5127 SF 1 < < F' / - LL 1 zuJ 7- I I ,� ►`� ' ,�Pc SCC I I `\ / / D o "- , I I I P.O.S. ( I :... • ; '' - ` \ \ /r /� - I I BY OWNEP. I ( .: '::. `'. ��•' r. ` '\\ `\ 6! //. .: Oq I I I ey I •,' Lu 0 0 I • R M t U 1 — �yc�oOY �----.------------I ___ __ ____.r__-___ _ __T__ __ ______T______ _.,- __r__ _ ____ __-,___ NI-F�ZO3 � o 0 0 •Q: �� W T r V= N O 14-0021 w /2- YMsm I p >7 ,SEW /MUG' FTOSTER u Fo S- g� ue ood Service \1 - /• PACK BAC-( BAR COOLER -24-G � \ � TBE -24-6 I. I I .2->� ID 7 - AREA SUMMARY RY TOTAL RESTURANT 3913 SF OOVERF,D QINING 1024 SF OURTYARQ 190 SF TOTAL $QUART FT. 5127 SF FLOOR PLAN ►iirriiriiirioriiirrirriirrirriiriiririirrirriiriii®ririririrrriiri c �11®c�►�:•_��a_,_�• .�:flc�,=.��.e,;r-• � �-.�c�,.� � ! �; MARGARITA MAOMWITA MACHINE 3311 3311' SCALE: 1/4" = 1'-0" ( 01 .,..._`'.•� Y. // . _ „--- :.. ...:_ - � \.\. : / . -Za::. 1__�. :-. .. / __•. .-._.- _... _._ :.v, i �-ice .Z, ,t _. ,:•/'-'_.•_+, �,: IMMIRWINMFMI , r i° J "ice •� \ "`?!a i rte, i \a �\ .._._ ,... ., ,, .. ,. _, • ... _ -_. __ .., .. \ ., .. _ _ \•. , . - ,! 11 \ I -.. ;....�_; �. , . \ � � _. _� ,.-•-��. .:,/l//////Ll,/fin ,'! 20 .� \ . ............- ,,,,,,, ,,rte . _. — ..,:__.....__ _. ,,,,,,„r,,,,,,,,,,,,,,,,,,,•,-, \ tt t r !I i l l \ ( \ i r t % 1 t r_. . / •! • \� // 1. 1 �. 1 rVZ t1 .\ \: r \ \ r \” r✓ ® f / ,. !,/ / ,.... ,:,......-,I I ,... -h\ i3\• \ .. .. ,.,. I.+r !). ..,. ,F• 71 ,. (:� ,. ,l 1, r. .. ♦ i ,.l il. ,.. - , .., .. •.,., ...... - ,. . , I % N /�. , J 7,\ 71....1 / , . t\ ( r c �- pn i „\ ,,. (� • ILi ., „ ,rn,. I, , .,,, ,.,,..., .,.,yr,b iul :�. /::/! .u,., ..,. L., �i,.. z't(If,. \\\\� .� /rlr/,1.. Q\\\,i:.i.,� / Ili .1\ • /1'� l / J V. / f . // /.1,.141, ,,::'., i( '\\\W11i1� / 1 .1 , .1 ' i i 1 m lu . rl li \; �� •%r , � i t r�. ,a.• ..f., 17„1 it ..c.a.�. •ri �. %/, n, ■�® ,atm r :r - ! Y1 F , � .-. MINI MI MIMIh �' ►� , . , -• ,. /„ .: G \ 1� \ MN MINI 1 Ili. .V .�I!11!1,�!111!IMII!II!1 _MINI i M � s I j �;-. � rel 44 /II`rll_� � �� , ' � 1/_� • ---l— i -.>,,NTATI� ` ii7 r� �Il� +�'il�lf!//Il ,i11 Y V�fiW�1Y� 1V\Y,(/{ / �`r,,1'r,( ,,�`,,11IIV11�`,,11�`\r■\r■■ `i;1,,11r,\\�\II00{,�1 �(/�{ % �-1� •ar ��� ��� '",�. �� ������ f�,���IIY//.r �I. ,1�,�Ir.r•••t )"j��r//��II �t if �/� a% ��� �� � a� •..r��� �. ` r, '� r'. •Ir, .rr �f. ,r, �..' ` _ .r� - �. .r• PRIVACY Jj ..Y :y--• \•r' •'y,, I , .y Lv ;.� � I os IfR /(It MMr `�j! • � flit ••� .r . • �>. ��. �'>' . • ��+ � �'> yy 4c^ '�,; 1, 'c^: �Z M ~cam 1 ♦c�' `• • t Wf?EN PALM W�N Al1EEN P11UA BGUCAINIAWA WASHINGTON BOUGMNVILk1 PALM BWCAIhNWA-BOUGAINVIWA BWGgINVIW WEEN PALM PALM WEEN PALM IOW POST WASfiINGTON WEEN PALM W!/ SAILORS PALM WASHING WASHING WASNIN WEEN PALM BOUGAI MWA BWQAINNWq f2 FEliOE POST (TYP) - PALM PAW PALM WN/�SAII,ORS P� C W SING -. BQUEEN C�NYII.tJA BWGIUNNWA - &E FENCE (•n'P,) , LEFT ELEVATION SCALE: 3/1611;:= 11-011 06 FRONT ELEVATION FACING UNIVERSITY — — _ — — — — STUCCO 4,550 $F STUCCO 1,153 $F TQTA� BUILDING EXTERIOR GL44SS 283 $F TQTA� BUILDING EXTERIOR SURFACE 5,986,$F .• \\, \>,. \. ter\ < .t -.. l t '':`,,, ,tt,,,,,7� t1tSt1�} .. tz�ts��er�lststat���l�t�� � it nn r� , � ��.•\,�.,M.Irl!li!I�11!11!I�!11!IMIMI�!11!IMII!IMIMI�!11!�1!IMIMIMI�IM!IMIMIM!11!IMIMIMII!11!IMIh,, _ ,��� MIMMIMI MI MI I%�,. //,,err, / gym!%%ir.� 1MIMIMI� EXTERIOR SURFACE AFJEAIQ TOTAL BUILDING EXTERIOR, STOCQO 4,550 $F TQTA� BUILDING EXTERIOR STONE 1,153 $F TQTA� BUILDING EXTERIOR GL44SS 283 $F TQTA� BUILDING EXTERIOR SURFACE 5,986,$F .• \\, \>,. \. ter\ < .t -.. l t '':`,,, ,tt,,,,,7� t1tSt1�} NRA REQUIREMENT NOTES z \\ nn iiMIMEr n n n • ,sti\ Iilllllll!I!t•I, • • • • • • • • � .• \\, \>,. \. ter\ < .t -.. l t '':`,,, ,tt,,,,,7� t1tSt1�} .. tz�ts��er�lststat���l�t�� � it nn r� , � ��.•\,�.,M.Irl!li!I�11!11!I�!11!IMIMI�!11!IMII!IMIMI�!11!�1!IMIMIMI�IM!IMIMIM!11!IMIMIMII!11!IMIh,, _ ,��� MIMMIMI MI MI I%�,. //,,err, / gym!%%ir.� 1MIMIMI� CONC.STONE CAP • • � � —„a,� �� t� mum 121 SCALE: 3/16" 1',0” 03 SCALE: 3/16"_=1'-0" 105 ( REAR ELEVATION SCALE: 3/16" =� 1'-0"7 LEFT ELEVATION INSIDE COURTYARD in w�0 v1 W a SCALE: 3/16" = 1'-0" 02 O O U a SCALE: 3/16" = 1'-0" ( 04 ( FRONT ELEVATION INSIDE COURTYARD W Lr W LL O w ' ' I W � � M CO SCALE: 3/16" = 1'-011 1 01 COURTYARD LEGEND \ SINE OF SCORE IN OONCRFTE. � 24"x24" TERRA-COTTA " TILE z EMTBOEDDED 00 0 FLATWORK 6' DIA. GRATE ARAOUND BOTTOM OF PALM TREES IN COURTYARD. (SEE •� /�� �� OWNER FOR SELECTION) \\fir 2" DIA. SHIP ANCHOR ROPE (SEE OWNER FOR SELECTION) N I'-0" DIA. POST IN l\ GROUND (SEE OWNER FOR SELECTION) PRESENTATION PODIUM � z � ww noo� z 00 0 N o l\ oc M • O �-i � 1✓ I Wl r� F� O V 1 'tMM'F- F� 0 w�0 w�L�7 V1 W SCALE: 1/4" = 1'-0" 02 O p U a SCALE: 1/4" =11-0" 1 01 ww W SCALE: 1/4" =11-0" 1 01