Loading...
HomeMy WebLinkAboutThe Stratford at WestClay Main Bldg. Architectural A1.01-A1.04CC �n SITE PLAN SCALE : 1 " = 40' -0" GENERAL NOTES (SITE PLAN): 1. ALL SITE LIGHTING SHALL COMPLY WITH CITY OF CARMEL STANDARDS. LIGHT LEVELS AT PROPERTY LINE WILL NOT EXCEED CODE PRESCRIBED FOOT- CANDLE LEVELS. 2. ALL DRIVES, PARKING AND WALKS SHALL COMPLY WITH CITY OF CARMEL PAVING STANDARDS. 3. ALL LAWN AND LANDSCAPE AREAS WITHIN THE PERIMETER DRIVE AND PARKING AREA, INCLUDING INTERIOR COURTYARD, SHALL BE IRRIGATED. 4. ALL PARKING ISLANDS MUST BE BACKFILLED W/ TOP SOIL MIN. 6 ". 6. ALL DOWNSPOUTS TO BE PIPED UNDERGROUND TO DAYLIGHT. 7. REFER TO CIVIL DRAWINGS FOR SITE PARKING AREA AND DRIVE SURFACE CONSTRUCTION. [!]ASPHALT PARKING AREA/DRIVE SURFACE- REFER TO CIVIL DRAWINGS FOR PAVEMENT SECTION DETAILS AND THICKNESS. MCONCRETE SIDEWALK W/ HAND - TOOLED CONTROL JOINTS AS INDICATED. REFER TO CIVIL DRAWINGS FOR REINFORCING AND INSTALLATION INFORMATION. F-3]6" DIA. CONCRETE FILLED PIPE BOLLARD ❑ 4 PLANTING AREA OR LAWN AREA. 5 HANDICAP ACCESSIBLE RAMP- REFER TO CIVIL DRAWINGS FOR MORE INFORMATION. F_6 ]ELECTRIC TRANSFORMER ON POURED CONCRETE SERVICE DRIVE. REFER TO ELECTRICAL DRAWINGS. [flGAS METER W/ POURED CONCRETE PAD. REFER TO MECHANICAL DRAWINGS. 8 ]DUMPSTER ENCLOSURE WITH GALVANIZED STEEL POSTS AND GATES ON TUBE STEEL FRAME WITH LOCKING HARDWARE. 1111 [11 6801 ARCHITECTS Austin Tennill and Associates Carolinas 177 Chesterfield Industrial Denver Blvd. New York Chesterfield, MO 63005 St. Louis: 319 North 4th Street Suite 1000 Food Service St. Louis, MO 63102 Designer: plwv 3141211 -57M lax 3141211 —AJ76 Project Team: General Paric Corporation Contractor 1001 Boardwalk Springs Place 0,Fallon, MO 63366 Ph:(636) 561 -9500 Fax:(636) 561 -9501 Civil The Schneider Corporation Engineer 8901 Otis Avenue Indianapolis, IN 46216 Ph:(317) 826 -7100 Fax:(317) 826 -7200 Structural Alper Audi, Inc. Engineer 1804 Borman Circle Drive St. Louis, MO 63146 Ph:(314) 432 -8600 Fox:(314) 432 -8830 Mechanical Charles E. Jarrell Mechanical Design Contractors Engineer 4208 Rider Trail North Earth City, MO 63045 Ph:(314) 291 -0100 Fax:(314) 291 -2803 Electrical Bell Electrical Contractors Design 128 Millwell Drive Engineer Maryland Heights, MO 63043 Ph:(314) 739 -7744 Fax.(314) 739 -0717 Plumbing Tennill and Associates Design 177 Chesterfield Industrial Engineer Blvd. Engineer Chesterfield, MO 63005 Ph-(636) 537 -3999 Fox:(636) 537 -3998 Fire Fire Protection Systems Protection 4316 Bridgeton Industrial Design Drive Engineer Bridgeton, MO 63044 Ph:(314) 739 -1400 Fax:(314) 739 -6401 Food Service Dennis G. Glore, Inc. Designer: P.O. Box 200 Eureka, MO 63025 Ph:(636) 938 -7887 Ph:(636) 938 -6590 Professional Seal: ,ttJ % %Ae1r`#8*#, -0- No. AR10000256 i STATE OF a MR.;. A'M The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. NI drawings, kabu rents or other documents not exhbling this seal shall not be considered prepared by this architect, and this architect s pressly ditsclairns any and all resporaNk for such plans, drawings or documents not exhibiting this seal. C O LM 0 � This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or in part, or for any other purpose or project without the written consent of the architect. No. Revision Description Date Sheet Title: SITE PLAN Project Number: Sheet Number: 05267 Drawn y: KS, AI ssue Date: A1001 July 12, 2006 I I I I I I I I o - - -- ° I ° D O 0 r II I I � I II II I I 0 0 v�� o 0 00 00 0 0 0 ° ° L° I I / I J I O O I I I I c I I III I III I IIII I I n® C C III I n - 0 II a ° J q 1 0 ' •,.e.'� • . •. , : ° • .• ,. ' e 'i q 4 • . ♦ ° ' .•. o . e O . O '� • i • • . a .� , .' . C• � ` • • a , ° � . : O ,: i . � O , :d• A . . .: • O • . . • • o . • o . : • ,,. • ° 0 O • • ° • O b I O 0 ° 0 O O a O o 0 O C p 0 o —o O l s ' e ® �. •+ y : + + ' ' + •• + �' + +'+ d. + . • , + + i • ' + I I I + '+ • + +• .+ ' � % + ,. o ° _O : 1. • :�• ., . � - �..•' �'.p . •: , .. ., d�a •.' . . . . , + + .• + + r + +• - + + +I I I + o S + • : + t�t + • + ++ + + a � • + + + • + ++ + +t + + + + + + + + + + + + t + + + + + + + + + + + + . ++ . ++++ = + + + + + + +t+ + + + + t + + + + + • O � p I I o 0 p O _0 1 — •e o O 0 o o 0 0 I o O D \ I O I O II o o o II .• • I ° ;o:, .—.: • i: :. ..e • . :' • . • � • J' • :. . d � •"�. .: .. •' . •� 'n • 0 a J o o e ,. 0 ° ° ° o ° 0 . El ° m m 0 Q II O ° O o o 0 O ° ° ° ❑ DO H 0 L o (D O O QO 0° P A. + + + + + + + • ++ + + ++ ++++ ++ + ++ + + + + + + + + + + + + + + + + + + + + + + ++ ++ ++ + + + +++ + ++ . - • t + + + + ++ + + + + + + + + + + + + + ++ + + + + + +�++ + + ++ + + + + + + + + + + ++ ++ ++ � ++++ + ++ + t + + + + + t + t + t t t + + t + t + + • + + + • + + + + � + + + + + t + + + + + ++ + 0 + 4. + ++ + + + + + ++ 4: U [1P + + + + + + + + + + + + + + + + + + + + + + + + + t t + + t + + + + + + t + ++ + + ++ 00 O + + + + + + + + + + + • O + + + + + + O + + + ++ + + ++ + +++ + + t + + ++ ++ o O I .° O • � :• � • i ' • ♦'•' . 0 J 'I ••0 ' • IrI '• , �"• '; I4. .j I . :• ' ♦ . • • •r ` ,• • . • . : {• . a ' • . d • : • ' . •• / / / / • :' / 1 aI I ' I I I I I I I I I ®LANDSCAPING . PL ACN O NLEGEND ° • CONCRETE + ++ + + + ++ + + ++ + ++ + I I + ++ COLORED RETE + ++ +t +++ + ++ + ++ + 0 0 + + + CONCRETE COLORED & SCORED + + i + + + + + + + + 0 + + + + + + + BRICK PAVERS El + + + + + + + + + ++ + + + ++ ++ + + + + + + ++ tt + + + + + + + ++ +tt + + + + + + + + + + + , + + + + + + + + + + + + + + +t + + + + + + ++ + + +tt + + +t+ GROUNDCOVER + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + o + + + + ++ GRASS + + + + + + + + + + + + + OE 0 O TYP. O.F.C.I. BENCHES 4. E01 • 0 0 GENERL NOTES: 1. COURTYARD PLANTINGS ARE SHOWN FOR DESIGN INTENT ONLY. DESIGN BUILD LANDSCAPING 0 SUBCONTRACTOR SHALL PROVIDE PLANS FOR OWNER APPROVAL. JF. 2. SEE CIVIL LANDSCAPE PLANS FOR REMAINDER OF SITE E LANDSCAPING o 3. BENCHES SHA LL BE O.F.C.I. AND SHALL BE INSTALLED AT LOCATIONS SHOWN. O LL— LO ;�Z� J O O DO ET ° ° OMF J0 0 0 0 0 0 N LANDSCAPE PLAN — COURTYARDS -KU PLAN PLAN W E SCALE : 1/16" = 1 -0 NOT TO SCALE S I[[ Tennill and Associates Design 177 Chesterfield Industrial I [I Engineer [ Ph:(636) 537 -3999 Fax: 636 537 -3998 ARCHITECTS Austin Carolinas Denver New York St. Lou's: 319 North 4th Street Suite 1000 St. Lou's, MO 63102 p&w J1412J1- 57!'x0 fax 3141231 -M76 Project Team: General Paric Corporation Contractor 1001 Boardwalk Springs Place O'Fallon, MO 63366 Ph:(636) 561 -9500 Fox:(636) 561 -9501 Civil The Schneider Corporation Engineer 8901 Otis Avenue Indianapolis, IN 46216 Ph:(317) 826 -7100 Fox:(317) 826 -7200 Structural Alper Audi, Inc. Engineer 1804 Borman Circle Drive St. Louis, MO 63146 Ph:(314) 432 -8600 Fax:(314) 432 -8630 Mechanical Charles E. Jarrell Mechanical Design Contractors Engineer 4208 Rider Trail North Earth City, MO 63045 Ph:(314) 291 -0100 Fax.(314) 291 -2803 Electrical Bell Electrical Contractors Design 128 Millwell Drive Engineer Maryland Heights, MO 63043 Ph:(314) 739 -7744 Fax:(314) 739 -0717 Plumbing Tennill and Associates Design 177 Chesterfield Industrial Engineer Blvd. Engineer Chesterfield, MO 63005 Ph:(636) 537 -3999 Fax: 636 537 -3998 Fire Fire Protection Systems Protection 4316 Bridgeton Industrial Design Drive Engineer Bridgeton, MO 63044 Ph:(314) 739 -1400 Fox:(314) 739 -6401 Food Service Dennis G. Glore, Inc. Designer: P.O. Box 200 Eureka, MO 63025 Ph:(636) 938 -7887 Ph:(636) 938 -6590 Professional Se l-1. 0.01"ll "(�^����i, r • CJ�,: No. AR10000256 z STATE OF The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. 11110=0 f+ LM Noma cn Cn so W s C: o 0 Ir 0. This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or in part, or for any other purpose or project without the written consent of the architect. No. Revision Description Date Sheet Title: LANDSCAPE PLAN COURTYARDS Project Number: Sheet Nul-mFe—r 05267 Drawn y: KS, Al Issue Date: ■ July 12, 2006 ca C Cd U 11110=0 f+ LM Noma cn Cn so W s C: o 0 Ir 0. This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or in part, or for any other purpose or project without the written consent of the architect. No. Revision Description Date Sheet Title: LANDSCAPE PLAN COURTYARDS Project Number: Sheet Nul-mFe—r 05267 Drawn y: KS, Al Issue Date: ■ July 12, 2006 • r o : y rr -� PAVING PLAN LEGEND /rti . %ri 70f_0» Fol..o ' '_9 6" ' " g' -1" d 26 16' a CONCRETE d' " a d° e d /W� o 4.- C L - / / /y // d d r d r r = 7 ° �r // r i/i �/! r s' r�r > "s r. r, ..r i!r s,° I— I— r / / //i rriii /��i.; r r r R, :Y� y ! ,�` r _ I ,s- M.11 - 2 1 6.2 ; r % /ri , - /,,/ 6: 1/' :/,. /. CONCRETE COLORED 00 8 0 9 11 ° /�f� /►% % /� // T 1 P. ^,t ', ,r 3' o.` 7� ° I r r r y / ,:': ° %r / .r 'd 6'.2 r r s i I I O r � O r TYP. P• I fN N R 10 L b ro 1 6 -4- J L_ —_J L_ TF J El a ad _ w CONCRETE — COLORED & TYP. SCORED . ' ' y 10' -1 -0" - 9' - 1' -5n ° 1 n 0 O �, I I I � y/ / /%,// r y / � �p :/ /, � r / y d /r % :; : �i% r /r r ri, s -il�k "'kr i% / r, .,,,i, Jj �' t/j/° r „ � ��,�.r. / i / ,/ i r � �. yi/ r/rd// / 's , /i s �// :„, //ry% / . !i � �/ � j r/� ,'- ' • ° d y/// ., y/ r / / ��i', j i O 2' -4A” 33 » f n 5 > » » _ — 8'-7J a r BRICK PAVERS -- ° �' —-� O I I e. d ad. 0 d O° e F-7 — — 10% I I �'� ENLARGED SITE PLAN NORTH WATER 6.2 I I 6.2 I I �E. d ©E. I 3 2,4 I »— » W f n— » W. 6.2 6.2 I SCALE 1 /8 — 1 —0 SCALE 1 /8 — 1 —0 S. S. TYP. 3 6.2 I I 1 I I I I fit I I I I I I I I I I I I I I i r 1 I o I I I I 0O 6.2 I L - - - -- dQ °•:. I 4 a d�I I d I 4'P9, d ° ca • IO I 2l'-0" 00, I d° r : d` d f » " d R � AF ' o- ° A.. I I 10 6 10 -6 I A A e d' ,C:) — — — — — — — )_J 0 6 9_0" _ I g _0 I C?) I 9 100 '001 d. 24 3 TYP. ° "•a '' e 8'-8 u 8 o d' d .e A. ° a d d� ° v A`. A O A4. e d ° O --- - - - - -- -a4__ _ OJ 1� d NORTH NORTH a,_ .. r 10' -10" ° 6'_0. ". 16' -11�" 20' 0~ 14' -10" 1g' -0 "1 ENLARGED SITE PLAN © ENLARGED SITE PLAN © ° eo , as I .a I f » a ,� 1 » W E » n W E 6 —0 I O - - -- ° SCALE 1 /8 = 1 —0 SCALE 1/8 = 1 —0 � - d S. S. + O I d o d d ° 9 O °a I I e e _ o . a ° O ° N4 19 is 4 o d A I a dv d _ .d. d e C) d d O it A ' a ,. „ .. r ° d:. 6 Q ONIIII .1. d d TYP. 1.0 ,� N ��. I d ed °d a d d'. a. dd .'d d A d o ° a A d e . �J a b: O d e s'A ° e o . CO ° CD 46'— " n '_ " 8' -11 " °d f_2 » ° d d a CA 10* ...d a °. 8 8 91-on 4 0 1 d V. 6 6 ° •e d — — d ° d . . °4 d d ab 1.0 TCHUNE 18' -5j" 28' -3" TCHUNE ° d .a• e 4 I I e' f n f f a e e , "4" r 3 1.0 3 lO ~ d 6 —1 — _ 6,_0» : 9-t0" 6�_0,1a . 8:d on .. d. 20 —1 .4 V 'e x0 TYP. I d° O o e .d d I d ° I A N d L L d G. 4 e ° m e ALIGN—\/ = o R3'_0» 1 '- ° ' d �3" ° g'_ 1 ~ d' 4 e 4 12 -`�4 d ° °. r7 5' -0" 11 1» 5" ' -6 ` d �ti d ' -0 r A os ° P ° e d d v ° d. I o ° d o Q. od. e d a Q e d d d s0 0 s ° d N �d ,�. a a a '. a ;r, e'° . " a 6LIGN I I 00 d . o. .4 . . ° I I Q d. ° cP, CV 10 Rnf » �\O� �O» o I o d n . c I d o J ° d A o 4. I I d ° d d AA A' d o O d ° eo .. a d° I I ° e d d a � - - -- e I A I �e a o I e ° ° o d . a s d a d o 'd -d d° I 1. e v 4 ° o Ofr I A �Q A ° d ° .. -° I i 4'04 d °: d ° K +/ f e °. ' A AV 10 e _ e d• I o. d 40 4 o d a e, ° A O ° e ° e b 4 d ° d A dd I I v eGo d 00 d e a I ° e .- 0 it e - - ° -, a .o /Q ' , ' �. ° , d°... d . d ° ° ( `Q+y p ° I e ' o e A -0 » f -0 -0 n -0 „ 6 . 6. d. 4 f ra f -6 d . s d O d d• s ° d , °d '° s 6' -0” R18 -O "° d ' d. e e �O .d o N ° 4 d a d Id; e e :4 d ° ° + i6 d .Q .I a ° d d e R� e o d a .. e uu • d e Q d' o G ° o- b A ° e ° e d • o R18 —° e N o e d ° a e o;. ` a e d d d I I ° °e d 0 A. d ° d c o v ° ° a 2 » n _ ° e . : 6 _O : 6_On. 6 T r e a 9 e d O e e ° e p • L. d o °.a d ° - - -- c A e e o d. CV d d - ° d c O 4] ��D' o, e ° ° d d d b d e' o I d° I d: ; d °• s 81 4 e eo'd" e' e o d O ° n . a O ° ° e d e CD 4. ° e v e 4 e ' a e _ d 4 ° d 00 `O A 4 .° d ° ° d A� Q s r/ 5 o' ° e e ° d e °: e 4 L °... 'a a e° a n o d v O d 3 " 22'_1 " 40--V , 0 1 bf_09: a .:4'd�~ ° 22 -101" e TYP. • Q d d V Y✓ d I .d A a 6'-0" ° 15'-70 . 9 1� -9 - �n. ° a a I d ��, I e Co. A e 30r —CJ" ° e o. ° d +� ° U I I A ad ° e I d °° d. A e e o d ° 1 o ' I ° 4 q, •0 MATCHUNE MATCHUNE •0 ENLARGED SITE PLAN "09M ENLARGED SITE PLAN N0RTH ENLARGED SITE PLAN NORTH ©E � % � SCALE : 1/8" = 1 —0 SCALE : 1/8 = 1 —0 E. SCALE : 1/8" = V-0" E. IN iNEI 1 [111 S�oi ARCHITECTS Austin Carolinas Denver New York St. Louis: 319 North 4th Street Suite 1000 St. Louis, MO 63102 Abase J1412J1 57M for J1412J1 -076 Project Team: General Paric Corporation Contractor 1001 Boardwalk Springs Place O'Fallon, MO 63366 Ph:(636) 561 -9500 Faxc(636) 561 -9501 Civil The Schneider Corporation Engineer 8901 Otis Avenue Indianapolis, IN 46216 F% -(317) 826 -7100 Fa�c(317) 826 -7200 Structural Alper Audi, Inc. Engineer 1804 Borman Circle Drive St. Louis, MO 63146 F% -(314) 432 -8600 Fax(314) 4324630 Mechanical Charles E. Jarrell Mechanical Design Contractors Engineer 4208 Rider Trail North Earth City, MO 63045 Ph:(314) 291 -0100 Fam(314) 291 -2803 Electrical Bell Electrical Contractors Design 128 Millwell Drive Engineer Maryland Heights, MO 63043 Ph:(314) 739 -7744 Fox(314) 739 -0717 Plumbing Tennill and Associates Design 177 Chesterfield Industrial Engineer Blvd. Chesterfield, MO 63005 Ph:(636) 537 -3999 Fax(636) 537 -3998 Fi re Fire Protection Systems Protection 4316 Bridgeton Industrial Design Drive Engineer Bridgeton, MO 63044 R:(314) 739 -1400 Fax(314) 739 -6401 Food Service Dennis G. Glore, Inc. Designer: P.O. Box 200 Eureka, MO 63025 F% -(636) 938 -7ss7 F%-(636) 938 -6590 Professional Seal: %%0"a "j����., OH •+ •f � • Q Q • O� No. AR10000256 STATE OF ;• 'T 1� The Professional Mchitect's seal affixed to this sheet apples only to the material and items shown on this sheet NI draings, inshmnents or other doci ants not sxhxWng this seal shat not be considered prepared by this architect, and this architect expressly disclaims any and all resimmlilk for such plans, drawings or documents not eidw'bi* this seal. CIO O .. f� U 114=0 CD co f� U m w O p t0 a 0. N This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or in part, or for any other purpose or project without the written consent of the architect. No. Revision Description Date Sheet Title: SITE DETAILS AND ENLARGED SITE PLANS Project Number Sheet Number: 05267 Drawn y: KS, AI Issue Date: ■ July 12, 2006 _ O I N N _ O I co _ O N _ O I 00 _ O N 0 I co _ O I N 0 00 _ O I N O 00 _ 0 I N _ O 00 _ O I N N 27' -0" O I N N _ O I 00 A A' e C-4 ° d d .— A d d: a e a ° d a a d d a a O d ' e 00 • e A e' ' � a A., e ° N d d 'a'. . .a A d a.. d° ° e e d d rY40 ° N ° e ..d A e d C) f d e ° 00 d. ° A ° .° A. d' 4 .4. ° „ a Q N A d'.d. a d d d ° d e 14 ° Q . e a d dd v ° O as A o0 e A d d d . 1.0 TYP. ° e O e" e N ° N d e ° d • 4. e • d ,d d •° d 4 27' -0" I, d.° d ENLARGED SITE PLAN SCALE : 1/8" = V-01' PAVING PLAN LEGEND Ad d CONCRETE CONCRETE — COLORED CONCRETE — COLORED & SCORED BRICK PAVERS WATER NORTH E. S. MANUFACTURED FOUNTAIN, ANCHOR TO 1/2" CONC. PILASTER AS PER MANUF. SPEC'S. 11 TONE CAP 2 PILASTER SUPPORT GLAZED TILE 1/4• WAS r, 1 E.I.F.S ON FORMED WATERLINE = RIGID INSULATION CAP CONTROL JOINT & DRIP EDGE 1 ANCHOR BOLT---, 3 CM STONE VENEER 1 -COLOR TO BE BRICK PAVERS (IN 1 1 SELECTED BY ARCH. HERRINGBONE PATTERN) l 81 1 1 /2" o N � E.I.F.S. ACCENT OVER COMPACTED SAND - = BLUE - PREFORMED STONE ANCHOR N f - o „ FULLY ADHERED 1 " I CONC. 1 " o Q - PROJECT 1/2- TYP. " BED. MEMBRANE ° CONCRETE SIDEWALK _ I �' 6 STL. STUDS 016 — — — — — — - - Z E.I.F.S. ON 1 -1/2" O.C. COMPACTED GANULAR • ° . d° FIN. ELEV. o ° C) RIGID INSUL ON GLASS FILL (GRAVEL) Q VARIES 907.0 � MAT GYP. SHEATHING ° d 4" CONCRETE a ° . ° = I TO 906.70 w -COLOR TO BE DRAINAGE BOARD ° 1 SLAB - SLOPE a III I = M ,,, SELECTED BY ARCH. P.T. WOOD WATER -PROOF TO DRAIN =1 I W BLOCKING I1 , cn MEMBRANE 3X3 STL. TUBE ° 1 /2" LIGHTWEIGHT CONC. - . — — — - : — — d — — —• — a — — — - o ®10 -0 O.C. SLAB, SLOPE TO ° •' Z = E.I.F.S. ACCENT " ROOF DRAIN ; ' : e' — ' 44 .. C° - PROJECT 1/2" TYP. FIN. GRADE -18 • ' ° d • d TOPSOIL AT CONC. STRUCT. SLAB ° CASING BEAD TYP. COURTYARDS ® GARAGE RE -BAR, SEE STRUCT. d a d . _ _ _ _ _ DWG S. CONC. FND. & Frc. ° III= III = III = III =111- ° - CHAMFER FND. WALL dl I1=1I1=1I1=II1=1I1 CONC. STRUCT. SLAB 3/4 TYP. ..° ' • III -1 I I =1 I 1 =11 I- _ = III —III_ - BEAM LINE BEYOND _ ° ° d ' 11 -111= - -III -III =III -III -I I ° ° .. 111 =1 D ETAIL @ REFLECTING POOL = = El 11= 111 =1T1 =1T1 11 =i1 FOUNTAIN D ETAIL SCALE 3/4 = 1 —0 ° ° ' ° a a ° e SCALE 3/4 = 1 —0 CONC. STRUCT. SLAB ® GARAGE 1" GALV. STEEL BAR GRATE CONC. STRUCT. SLAB 3x2x�" GALV. STEEL CLIP BEAM LINE BEYOND = ° 1111111111 ANGLE W/ I" EXP. BOLTS •' III -1 I I -1 I I =1 11 =1 11= ® 24" O.C. TERMINATION BAR —1,1-1 I I -1 I 1 —I �11 I 1 1=1 I M 1 1-1 11 -1 — DRAINAGE BOARD DETAIL � � � '' • 11— III —I � 1 =1 � 1 =1 III =III —III —I —I11= WATER -PROOF 3 »_ �► I -1 I I -1 I I -1 I —III I I MEMBRANE, CONTINUE SCALE 3/4 1 O UP WALL TO GRADE .'d d ° • d E.I.F.S ON FORMED RIGID INSULATION •. '; •, CAP & DRIP EDGE -COLOR TO BE '' °. LIGHTWEIGHT CONC. = SELECTED BY ARCH. TNEMEC COATING ' . • d SLOPE TO ROOF DRAIN co CONC. OPENING AND ° C.M.U. WALL BELOW, • rn TYP. • • ' � SEE• STRUCK' . I�fV�' . S - a. CONC. BEAM & FLOOR ° SYSTEM, SEE STRUCT. SYS • DWG'S F .. °. OR DETAIL co _ E.I.F.S. CAP - PROJECT 1 " TYP: a, EXHAUST GRILL FLUSH WITH E.I.F.S. CONTROL JOINT ` UNDER SIDE OF STRUCTURE, Ile, SEE MECH. DWG'S FOR SIZING. INSTALL AS PER EXHAUST SHAH SECTION SPEC'S MANUF. E.I.F.S. ON CEMENT BD BACKING 1 0 » _ SCALE 3/4 — 1 —0 — COLOR TO BE SELECTED BY co _ I ARCH.. d HEAVY PRE - FINIHSED METAL PANEL TRIM. TOP E.I.F.S. ACCENT '- PROJECT & BOTTOM, CONT., SIZE 1/2" TYP . FOR SPAN 12 ►� 1.0 HEAVY DUTY PRE - FINISHED METAL PANEL _ 3X3 STL TUBE X10' -0 ". O.C. 1 4x4 GALV. TUBE STL. POST 5" CONC. SLAB W/ = THICKENED SLAB EDGE :I 11 =1 11=1 11 =1 11 =1 I I=1 I I- I -I 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 I I -1 11 =1 11 =1 11 =1 11 =1' i I 1 =1 11 =1 I -I 11= N -1 I I=1 11=1 I I =1 11=1 11 �,1 1 1 I I ' I I� III III -1 I I -1 I I -1 I I -1 11 =1 I I -1 I I -1 11 =1 11 =1 11 =1 I I -1 I I -1 I' FIN. GRADE -18" TOPSOIL :III -III III -I 11 =1 I I ,I I I I I -I 11-1 I I- III - III - III - III - III - III I I I- III - III - III -III_ AT couRTYARDS I I III - III -III ° _ _ = III =111 =1 I I =1 ►1 -1 1 =1 11 -1 I -1 1 =111- 111 =111 =1 11- -1 11 =1 11 -1 1 =1 r :. :: I •' =1 I I -I � 1 -I T 1 -I � 1 -► �- __ ____ :I I I- 111 -111 -III, ; I - - - —1- I ' -I I �, I I 1- 111 -111 -I I 1 -111 -I I 1 =111 -1 , 1I1 =1I1 -1II- -1II- III - III - III- II1= 1I1= 1I1= 1I1= Ill =11 CONC. FND. & FrG. - CHAMFER '= 1I1EE1II ' j 'I1— — — — — — — =1� „ =111= _ • :III ;III. _III - III - III - III - III - III -III I - -FND. WALL 314- TYP. - - - - I- I _ _ — — — — — — — o =111 " - III —III -I - - - - - -- - - - - -- I :III =11 � `111- � =111- ------- - - - - - -- - -- --------------------- - - - - -- - - - - - -- - - - - -- � 111= III =t- III =11 1' -0" 0 CONC. (- III III ~III =III III III III III~ - FOUNDATION AT STL POST = ONC. STRUCT. SLAB -1 I III I El I E1 I I- 111=I I I-11 I 1=111: GARAGE C) I I -111- III - 111 -III II1=111- 111-111-111: III -III -111 -111 -III III - III - III -I I I N I I CONC. STRUCT. SLAB I I =111 �I 1 =1 LL=1ll 1 =1 LL=1ll �I 1 =1 Ll I I I IBEAM LINE BEYOND ELE VATI N I I DUMPSTER ENCLOSURE DETAIL -A . -3/4"--_ SCALE . 3/4 = 1 - it CTnNF Alkirmp 11 1/2- TONE CAP 1/4' WASH �oCN W = r 0 _I M DETAIL @ PLANTER SCALE : 3/4" = 1' -0" METAL BRICK EDGING • 1 aria — PAVING TRANSITION DETAIL SCALE : 3/4" = 1' -0" CONCRETE SIDEWALK Austin W/ 6X6 W.W.F. -- Carolinas CONTROL JOINT Denver BRICK PAVERS (IN New York HERRINGBONE PATTERN) St. Louis: OVER COMPACTED SAND BED. ° COMPACTED GANULAR Engineer FILL (GRAVEL) DRAINAGE BOARD 0 WATER -PROOF ° ° C ° MEMBRANE °° - - - - -- — -- A' LIGHTWEIGHT CONC. ° ° ° • d • d' •: • SLAB, SLOPE TO ROOF DRAIN CONC. STRUCT. SLAB ® GARAGE Mechanical CONC. STRUCT. SLAB__/ Design BEAM LINE BEYOND Engineer - � PAT�Vl G TRAN S �IT ON D E I L Earth City, MO 63045 SCALE : 3/4" = 1' -0" CONCRETE SIDEWALK W/ 6X6 W.W.F. COMPACTED GA FILL (GRAVEL) DRAINAGE BOAF WATER -PROOF MEMBRANE LIGHTWEIGHT Cl,.�. 77. . • - ° • • d . SLAB, SLOPE TO r • ' ROOF DRAIN • '' . . ••• � •'° ' d - •, CONC. STRUCT. SLAB ® GARAGE CONC. STRUCT. SLAB BEAM LINE BEYOND PAWING TRANSITION DETAIL SCALE : 3/4" = 1' -0" 44 GALV. TUBE STL. POST HEAVY PRE - FINIHSED METAL PANEL TRIM. TOP & BOTTOM, CONT., SIZE FOR SPAN. HEAVY DUTY PRE - FINISHED METAL PANEL DUMPSTER GATE DETAIL SCALE : 3" = 1' -0" HEAVY -DUTY S.S. HINGE HARDWARE 1J" WELDED TUBE STL GATE FRAME ARCHITECTS Austin Paric Corporation Carolinas 1001 Boardwalk Springs Denver Place New York O'Fallon, MO 63366 St. Louis: 319 North 4th Street Suite 1000 Civil St. Louis, MO 63102 Engineer ph" J1412J1 -57A2 fix J1412J1 -M76 Project Team: General Paric Corporation Contractor 1001 Boardwalk Springs Place O'Fallon, MO 63366 Ph-(636) 561 -9500 Fox:(636) 561 -9501 Civil The Schneider Corporation Engineer 8901 Otis Avenue Indianapolis, IN 46216 Ph:(317) 826 -7100 Fox:(317) 826 -7200 Structural Alper Audi, Inc. Engineer 1804 Borman Circle Drive St. Louis, MO 63146 Ph:(314) 432 -8600 Fax:(314) 432 -8630 Mechanical Charles E. Jarrell Mechanical Design Contractors Engineer 4208 Rider Trail North Earth City, MO 63045 Ph:(314) 291 -0100 Fax:(314) 291 -2803 Electrical Bell Electrical Contractors Design 128 Millwell Drive Engineer Maryland Heights, MO 63043 Ph:(314) 739 -7744 Fax:(314) 739 -0717 Plumbing Tennill and Associates Design 177 Chesterfield Industrial Engineer Blvd. Chesterfield, MO 63005 Ph:(636) 537 -3999 Fox(636) 537 -3998 Fire Fire Protection Systems Protection 4316 Bridgeton Industrial Design Drive Engineer Bridgeton, MO 63044 Ph: 314 739 -1400 Fox:(314) 739 -6401 Food Service Dennis G. Glore, Inc. Designer: P.O. Box 200 Eureka, MO 63025 Ph-(636) 938 -7887 Ph-(636) 938 -6590 Professional Seal- t0s'OHtF .�����i, ��. • •,•..,.., ♦. as a. O'�r No. AR10000255 ' to s QTA'TC nc /_l 1" The Professional Architect's seal affixed to We sheet apples only to V* material and harm shown on this sheet. NI drawings, kwho ants or other docuwts not exhNUng this seal shall not be coamWerW prepared by this arclitect, and this architect axpressly dimlaims any and all responsi i y for such plans, drawings or documents not extr'bi* this seal. ZE U U in C� w O 7 � (0 _ O 4111�� Ir I N This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or in part, or for any other purpose or project without the written consent of the architect. No. Revision Description Date Sheet Title: ENLARGED SITE PLANS and DETAILS Project um er. Sheet Number: 05267 Drawn y: KS, AI Issue Date: ■ July 12, 2006