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DISCLAIMER : LEGEND <br /> II I II I I I EXISTING CONDITIONS SHOWN ARE BASED ON DRAWINGS AND/OR <br /> .. III II I I I INFORMATION PROVIDED TO THE ARCHITECT BY THE OWNER OR INDICATES ACCESSIBLE PATH OF TRAVEL <br /> THE OWNERS DULY AUTHORIZED REPRESENTATIVE. THE ARCHITECT <br /> :•• II I � II I I °�� - - TO THE PUBLIC WAY <br /> HAS NOT FIELD VERIFIED THE EXISTING CONDITION INFORMATION INDICATES ACCESSIBLE PATH OF TRAVEL <br /> LINETING PROPERTY I I I AND ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF TO THE ENTRANCE FROM THE ACCESSIBLE <br /> :III I II I I I 26 I THIS INFORMATION. THE GENERAL CONTRACTOR SHALL NOTIFY THE PARKING <br /> NEW ACCESSIBLE PATH OF I I I ARCHITECT AND THE OWNER IMMEDIATELY IF EXISTING CONDITIONS ® INDICATES NUMBER OF PARKING STALLS Architect of Record: <br /> • I f <br /> II I I TRAVEL TO CONNECT PUBLIC I I ARE NOT AS SHOWN ON THE CONSTRUCTION DOCUMENTS. Mariah B.Meyer <br /> RIGHT OF WAY AND NEW 8131II Metcalf Avenue I _ STRIPED ACCESSIBLE ROUTE. I °� I I SITE CALCULATION TABLE <br /> '• II I I II I I AVOID EXISTING EQUIPMENT I I I Overland Park,K566204 <br /> AND PROVIDE 1:20 SLOPE www.brrarch.com <br /> I I LOT SIZE 378,114 SF <br /> MAX, REF 3/SP100 I °� I I 4" CONCRETE Tel:913-262-9095 <br /> FLOOR AREA 9,980 SF Fax:913-262-9044 <br /> II EXISTING TRASH <br /> II I I ENCLOSURE I ,� I PATCH/BLEND EXISTING I AGGREGATE BASE REFER <br /> ASPHALT AS REQUIRED I TO SPECS # OF PARKING STALLS 48 <br /> II I I NEW CONCRETE I I FROM DEMOLITION, REF <br /> DETAIL 7/SP100 I OF TRUCK PARKING STALLS 96 d� w <br /> SIDEWALK, CURB, I I # � N Z LL w U 0, <br /> AND CURB RAMP, I I ALIGN TO MATCH <br /> II I EXISTING ADJACENT w 2 d~o W w W 2 0°z Z <br /> REF 5 8 SP100 LOT COVERAGE % LL o w v z <br /> ' / � I ELEVATION I 2.6% w-= LL W <br /> III I o I I CONCRETE 0 'W}=LLW =W=0°Z° <br /> aa��'�a0 wow~w <br /> W W H Q J LL w Q O °CO <br /> II I I ALIGN WITH o <br /> EXISTING CURB � 31'-9" I w LL��zo�zo>ww�`�'a <br /> Z aF,oawa,QfrZ�L002 <br /> sly I PAVING SECTION w <br /> O U Z N Q Z U w z <br /> RZ W QofY W °=J�z WO< <br /> III v 1 = 1 -0 J §<10wi-� a�N� <br /> �' I •� — I � oowomQwoX��wo=ow <br /> afr,0i-(0w w <br /> \ >, „ Q fn°rnLLw-Jl-JZ-awl <br /> I =� wu)0w�wLLz¢rz0 = o =aDa0n rZ)comaD;TT MrIOI 6 II <br /> NEW CONCRETE NEW I - <br /> I NOTE. THIS INFORMATION IS BASED <br /> II I I I STOOP, REF STRUC ADDITION i i i��� I UPON RECORD SITE DOCUMENTS <br /> II I 38'-1 0 i i 0 i i 0 1101 I DATED DECEMBER 2000. THE GC <br /> " i ii 11 11 I ® I SHALL BE RESPONSIBLE TO CONFIRM CONSULTANT LOGO <br /> LOJ <br /> 5'-0" o i iL_i O�LQ-1I-Q- THE EXISTING CONDITIONS AND <br /> II ,'• I <br /> MATCH DEPTH OF AC, AB, AND , <br /> 38'-8.11, 193'-1�" I COMPACTION OF NATIVE SOIL <br /> EDGE OF BUILDING 5x5 LANDING <br /> J 11J I I 12 4 2 OR SIDEWALK 1.5% SLOPE MAX <br /> I. . <br /> III I I NEW I 8.5" ASPHALTIC CONCRETE <br /> ADDITION I <br /> I'.• II I ISI_ - -- r� � � I <br /> 9.5"AGGREGATE BASE REFER 6'-0" _ 6 -0" <br /> �]flI Q�f11 I I SPECS _____________________________ <br /> II•..., "I I I" I w <br /> �_SII I NEW CURB RAMP' 1 o of x <br /> I I I = _ _ = NATIVE SOIL COMPACTED Q <br /> NEW STRIPED SP100 Z <br /> II: •:II I ACCESSIBLE ROUTE, EXISTING LIGHT POLE TO TO 95% R.D. N qQ O <br /> NEW CURB RAMP, REF REMAIN <br /> I( : III I <br /> DETAIL 5/SP100 1: 20 SLOPE MAX ' _— <br />