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6830 SW ATLANTA STREET ,... .. .............,......... .- ...:-... -. ._... .....__... ......_.... ....__. _...._...._....,,,,,_,..,a,.rwadaW.eirrr.YfY+t' - Mi11Mi111.Fiulaa,�'. Y++w.�,....rir_...wt....wlwrr,...r .Mru.w.:.u_.•........,.,, w...•.u._,..... .w.._w,-..,...,... ..._..._.>......._......_. .. - .,.. _-. .:_.......... _.. _..._..., ..-. -_:- _ _ _....-.. _ _. ..., -. .... ..._....._ _ -,. .., � - i, 1 II 4+00 1" GAS _ � -- +----- _ _ ----- -- --1--- - -- - --+- -- ----- - --�- - -P- ---'-- _ ....- _ -- - ---1-- - - ----- SW ATLANTA STREET.=7 . COMPACTED SUBGRADE _ 1 i 8 I I 3' Cr 'C'ASPHALTIC CONC. OOOT CLASS EXTRUDED CONCRETE CURB Mf-- -w►T- -- -- '"°'' r --~r-- i MIX 4. 8" SET IN MAS7IC - 2' OF 3/4--0 CIAPM LEVELING COURSE ASPKALT PAVEMENT OA INSTAI V OF 1 1/2' -0 CRU9IED BASE ROCK COMPACTED GRAVEL = � 6.50' �� STANDARD COMPACTKW ;e R AGGREGATE BASE, LEVELING COURSE, AND "MADE SNALIL ---. - I— -- - - "' I MEET 959 OF MAXIMtJhI RELATIVE DGNSSITY 9AS0 ON MSHTO T-99. ,�� '•` '�_: :'•,::'::_=•� _ •' - ~`� - ° _ . - ASE SALT CONCRETE SHALL. BE COMPACTED TO 91% OF RICE DENSITY PER �� °d v v ° ! ° a v d :A9�1T0 T-109. QUEB I d ° e '! �-AC-Siw313.84 AC-SWI -J ° Sw•°318.67 \ v e d \ �� -, • 51Ns313.63-3 fig owuTC=317.37 Sw-TCs318.06 05' SWO328.7^. AC=316.52 \ SW=317.02 - -----48.00' 16 AC=31:;.30 n Sw=317.14 �` \ STI-329.47 AC=315.20 16.00 NOTE: 0.50' SL' �-© _ \� \ ° ACCESSIBLE WALKWAYS AND ROUTES "HUNT(%' ORS BIKE RACK ---1- -_ \ a SHALL NOT EXCEED 5% SLOPE. CROSS x" 3/8' O.D., 2' I,D., 0.154' WALL 25.82' _- 4 - \ SLOPES SHALL NOT EXCEED 2X ASTM A53 ShEUULF 10 STEEL PIPE. ! c � AC=315.63 --10.00' ] I AC-TOP Of' ASPHALT CEMENT ELEVATION --_ - AC-315.1'5 � In d ( 91Jollovditul♦sy1(; SW-TOP Of CONCRETE SIDEWALK ELEVATION t 4�� \ '� I BW-SASE WALL ELEVATION (DOES NOT INCLUDE. WALL EtIR6E MENT) - .3.00' EYP. AC-315.2.5 ° \ ° ! � ��51v�uo0 �towS C' • TIN-TOP WALL ELEVATION ( ) PROPOSED BUiLDIT'RG ,,/F1,328.;.0 a ° ,x3 ilyulpBJ�isl�ad� L3 SURFxn' FLANGE SL-TOP OF CONCRETE SLAB ELEVATIO!ii - 4.00 w''• \ I auN11j pull: LER MANUFACTURER'S (RIM-CA1CH BASIN R11i ELEVATION LOW POM F.F. ELEV.. - 3 8.55 (BOTTOM FLOOR) _ d #4/ - ( T) n F. EIEV. -328.55 ( LRP FLOOR) � ° °\ I o';,a�lot;5 01 SW=316.35 I � v � v I su�1sJ{yule sab;c!N01L•��1 'sUu}I d SPECIFICATIONS IEW TOP EXISTING WALL ELEVATION 6.� �� 68. 00 .--• . 113'�'d F(c+adS p EXISTING RETAINING 1NAll LIMITS 4000 11' v 1p}N 1' l . AC=315.85 � Sw=328.40 e ( ,1 n� s .�. sJt� Pa • - SW-315.10 ° e 6.50\ ! cy �a7l:oJ 6ul�slns�► G VALLEY UNE ° pQ=• , II'� 3 ,• oeaet�aleJ G .00' SW-316.4 C 4 0' e�° / LtJ�.1�1 ;`11rJr'• . 1-,5 C BIKE S&K C=314.111119 w6m 88 a STD: PARKING 14.. 0' RIM=14.40 ISTALL ) 9.0' X 18.5' '0.00' - ,1 I / quopu»i Ioab:;fiu}�sealsrJasy Ian+i� �,:aao.u,, ;a CONSTRUCT MONUIJTRC CURB C-314.88 2 \ J ' �aeuo:►►'t:+.•L;:kz:y I r-i WHERE APPLICABLE l 1 11 1l1JCa:q F ti 2% SLOPE AWAY COMPACT PARKING a 4.00' �=325. e \\ � / �,.aa�:e� ui;1�:' ',':ui :' ! FPOM BUILDING STALL (TYP) J "-- 4" CONCRETE 8.0' X 16.5' 5.001 . 0 50Y o'. 2' 3/4'`3' vrol.'a'FD F>C'C!; _ ` \ _` `'1A J. :Tf' '•T � ,' '.� •.t�+ ••a.`.S4',1�7"' i '�';._ -M. MPACTED SIIBGRADE I 1111��J + ••^ SW=316.10 �p � r VALLEI LINE SW=316.1 � 4• � 26.00 \� ' • PTj` T • SI C-315.39 n . n ° oA 14 ' Sigrt No. OFt20-6D r AC=315.00 SW-316.10 -- ° 7.50 -316. AC-315,60 AC&315*96 ---- 6.00' SEE RETAINING WALL PIAN 316.' 3 1��tsTm FOA ELEVATION INFOWATI4N A = 1 .60 RKL ° \ 1 _ - � --''�:•R AC-315.80-•._. AC-SY!'- 7.50' PARKING 1'i' - C-31b.75Sl1-316. n I 1 n �,n,Ttr�.►in�s 5' -- 8. / SW-316.20 I : / Qlner --- -` AC=315.7 n a �-% �`` \ �`' N 1 C 111 / �1j�� PARKING WITH O.A V. �r i le as.PLfo P114101 01 t.r r x` AC-m-315.14 2.00' VI' ' *OPS SUOIJECT 10 �'�V SM1=316.30 1 r �p IOMNL 1'V0ER �r TG' ----- -�._. --- - s 1 d ° i _,�ti�+1H11. h,,I,Y!VtlfY.. .1Q�- -L••.J=.. I mly the rru s��Aab In. OAS 811.6.0 AND F.4E -Y" ___._...- - _ '- DISABLED PARKING , lam► - ,( I I 5 0�' \ / ,LGH Na: _ 1s .. .... ......... l _ U up TO 8450 UNi r �i I I � .I � l A IF LOT � : I �\ �/ •, i Utter to.FAlbw, ................ ORS 61,,61, I ST LL IDEW 1Cf1ION Y ' ?h .. ' ,7•) � ' IL a. I SIGN DETAIL TkA J , A� / _�-- - � ` / I \ � Oats: t �AC=3i6.3 -- it-froAC-316.00 ° ' 1 (-row Io iL Sign Elockground: true. Refroreflectrve sAee►!nq - - 1'L 1N.S Ii l.N11"N k r � �•I,AR't 'A VAN-ACC=SS1©LEJ 2' MAX a e � Sign Legend. Wn;►e, Rchoref/ecl;ve - - U � A� SEE RETAINING wALI. PLAN FOR / ---- - ------- - -� ELEVATION INFORMATION Sign No. OR20-6D .� b f I / ------WNfTE LEnERS C-316.90 _ •111WfG :Ill •;RANTING(1<A PERRIER "AWIN61 AND SE'E(IIiUTIOMi � NUR INE A!WOVAI OF IHE 11lDING II(Sp[FTp{I r NOR If�f (Ttm MAN By ME n e I / 11 BUiIDIN(i To SNAIL IN ANY WAY RFILEVE nlf OWNER OE -.►YIIITE EIDRLtiFR RlJM►� EROIM Full � I I -- I ( ' ° RYIFfi S�'ONSIBlUry -_-._--_ I (I ) FLUE HA(KrR.,JNQ __ ! d I otn ALL wtaac IN Acc c►RQAE1lI WMI TILE kIOIARfMEMTRS + EXTRUDED G e v { ! a All rI+F oaEGnrl nAn sl{ err cc>a s. I` BOTTOM OF SIGN TO AE 84 INCNIES FROM GRADE Cu 4 3• VAN---gCOESSIBLE •I"C(1 2"c) F � I �� 9 nArE -' - - C ..-AC�317.00 Sw=318.00-- I I� I 4e 3 F - 3CAIE 1" - 10 V'F;IIa"f AC-317.tp; •,� REMOVE EXISTING EXTRUDED AC-Sw-317.170 CURB (MATCH EXISTING) �, e A d ' MATCH EXISIMG I I A a FWVrwE.a BY E t Ir�� v,s C:nNS'!L','INGI SFAVI AC-SW-317-81 - -Ssw=317.9i 5+y7n Bakflround: Blue. �'etrorefrecl;ve s'x�et;nl; e Sign L 'end: #we, Rea'oref;eclive A Ol�l L r �I EVISIGNS: Sib ZM Mi Eja !OB NUMBER ti� �� ENGINEERING • PLANI'�ING •SURVEYING • FORESTRY � � AT �� ' ��LPL�NSr'U M OR, wA 8t Alc T��I a SW GALSR hTH DRIVE, SUITE �00 ' ELEVA110N PLAN / 7AnM FOR. MALCOLM & SHAIRON ESIINGR, I.L.C. AND GSP, litf � SHERWOOD, OR 91140 11575 SW PACIFIC M. PMB 160 � ( � J � SHEET TIGARD, OR 97223 < ,,a N , 8 OF 14 PHONE: (A13) 925-8799 FAX: (503) 9^5--9989 KrI'PO* (503) 820-9515 Zzi TAX IAT. 000 SEIrT!J!1 36 (T'iS--R1p, w.M.) 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I 1 + 1}I++ 154111 1111111 : n111u I II+{11if1 1in1111, II II !fl If11111}I 111111 IrILII Ifl III 111 11111 IUI`11 I IIflllill 111111111111111!111 111111111 Inllllll(1u1 1111 ►III uli ll►°iI n I I 1111 11ul1n1 URGE "8 to � � � 3 � a � � t�o I�E IIS EI3 ;I4 EI!! tlT I�� IQ 2Io 211 2�2 .213 24 I QI8 1 201 1 5�y 1 218 2I9 13O l Q/1111 s 1 CIM 1 ` :�.w�...:. .+ ., .._.;=.,.vs:.ra5:inc.+,+w•.'m>�.k .�a..,. _ .7�fv�i� �,.rur ti+:�� set,,-_si.. a• r'E '?+ „i' :,LL ' `t, J re 1 1 l .. . .,. xw V JOSEPH E RAUSE C CKAYAS, OREGON OF OR�� 1 -- - - -- ; KRAUSE ARCHITECT P. 0 - — aov ssw'r.i — -- !u(50.11656619) -- ISM p2 d ----- sae m: -- anrmw oupm, M5 Twex nas al rae i!e cwsna.�cTrcM Dc ae ewLDe+s _ D r•a4D ale uor To el ^ 16PICGUaD N.elli'WpY O L_J O W�BYnpILNPIEWGr� TM1!CW1ReDIde Ip TO blIX VO ♦E19I1 4LL DKNlIDNp NIIT Mil / DOD:fIDM A4D x1 R5 AVr 100GCS OR pMDSIgVS ro THIp OIVILE IIp'Qe r0 1/.l_iNtT DP CQ41iRCTKN MtliilN DWlNpIGlp "j 4WdTp NAK FllClD6NCE DvlR pCALlD DInMIMpn. LLrYRgNT 21 I U FRONT ELEVATION Norte_ N07E: SCALE: I/4" ) -0 ' EXTEND ALL F-LED A MIN. OF 2'-9" ALL GRADES SHORN ARE AFPDXMATE R . — A90VE ANY PART OF THE BLpY, UU N CCNTP.ACTOR 6"LL VERIFY ALL �/ Approved address numbers shall be painted or affixed to the front of A I0'-9" NOR,ZCNTAL RADIUS EX16TW3 AND FIN164 roRA.DESthe build',ng in a contrasting and highly visible color. The numbers (� /// shall not be less than six (6) inches in height and shall be affixed �\ prior to final inspection. 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