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7400 SW CHERRY DRIVE-2 E_G__N G 55 ► > I t f^ EXISTING 1 CONTOUR ao w a 0: I i m �UF?VE TABLE inac� _ n g F ROPOSE0 1' CON TOL R 06 Ti �� " 228 .2 Rua No. + •' PROPOSE') 5' CONTOUR d cv ;� v Ix ►- 225. '9 I Q 89' S4 +10 ,.......... ..... . . C , (\� U CV (L' �E G, R - "1.OU, �j�`';� `,�\•?" O •EOIM£NT FENCE PER FIG 3- :: 6 PER EXIST FIRE I z ) L g 3.2.90 i, ■� BIOFII_TER BAG INLET 9ARRER PEf, FIG 3- ID _ HYDRANT � � I n� U_ W r� EXiST -IRE 25 �O, - --- ---- ---c-� (I' �P(X)t%IS Ch c� 2 r� HY DRAIJTW 7 RIMG�AVt:I CONSTRUi;TION ENTRANCE PER FIG 3-1 A mstm ,tt�� -�� GED) �U u U n � � I c� � �/' '�� 4�� � _ Z. (, C I i EXIST CURB 1.1 $p ____ �`-- -,------ -- EXI�.TING RIGHT.- OF-WAY cc _ Z - � 278.11 ft i EXIST C9 \� _� 2:5.51 ICE',, I ST I,W ;� Q C� 207 U; £� SW uHERRY DR. , �' � 129 .56 FIM Q Z �-- 205.: � ) \ SA MH --- — - - ' _ _.__ ____ �._ __ __. _ _ . _ �__ _ _ --_ -� -_ - __,_ti -- ,a,. �._ . -_ ._.._ __ �+ _ E 0 I •!NM0 as31PP`d qor, 0 n C�i Ci a + c - --- ___. p E(IST EDGE CF PAVEMENT ►_ �t �`J H•'�' �. a> N Z7 C7 rJ EROSION CONTROL PLAN 'JUT, S ____.__ _-- �4 I �- -- --- — }-- . _ _.— _ ..,,a ftl Y)' u ase C W ni O " l --- - --- -- -. - _-�_. �81tM �' N x xts IAO 5).:d S89 24 00 E co "+` 2 . %il ..c�•2r;d )N 1.IAbBd ^ v c I 1 ' APPROVAL OF THIS EROSION/SEDIMENTA I-ION CONTROL (E.S.C.) PLAN DOES `'n ; 11s�m. aq, Aluo%0:11 ICI c p o 206 a6 RHT\ �`� u.)SOP ,.o� Z • - rv01 CONSTITUTE AN APPROVAL OF T'ER►rtAN=NT ROAD OR DRAINAGE 20613 IE , d. o! )a, J �T DESIGN (E.G. SI`E AND _OC:>TtOIq OF ROADS, PIPES, REE TRIC TORS, =•XIST. CU FB -, i ,� p . ... ponoaddr Ailrua,vpu 3 [] d •�- o CHANNELS, RETENTION f ACII ITIE`�, UTILIT ES, ETC �"='� —_ - _ p • _EMENTATION OF TH *St E,S.C. FLANS A" D THE �ONSTR T! 1 ____ ___ .__._ ..�, -- _.__._ '_:�, `_�_..._ • ' 264,78'.. ' . _ ' .__ _ ' ' I ��d 130 14r1v a! THE1MFI r 1 L'C C N. - Mi,li'JTEFJANCE, F?EPLACE'rIENr AND UP(,,'ADIfvG 0+ T�aESi E.S.C. CXISTING RIGHT- F- AY �" - ��� _ t ~ �- , �, C1 U-) �.� r to O y I Wit• ` ' ` �. C1 ((� Z V 1 21 E.O ; r' 2)19 50 115.92'.._. y t G FACILITII75 ARE THE RESPONSIBILITY OF THE APF!ICA•NT/CONTRACTOP 1 r � UN'IL ALL I;ONE,TRt,CT1CN IS APPROVED. �);~ n REMOV:: £'' CC-NC ,., )n .- �a '220 , _ WALK & G NS`'NE W (� �, SHOWN DRMH �+� �� 00) �� 720.0® REVI5EC SLOPE ,1.� Q SD ;' • THE BOUNDARIE 3 OF' THE CLEARING LIMITS _HOWN ON THIS 'PLAN Sf ALL cv I C1+ f ) BE CLEnRLti FL,kGGED IM THE FIELD PRIOR lQ CONS fRU(:TION, DURING � � + ` H CON5TF'UC;SON PERIOD, NO DIS-rURE•ANC E BEYOND THE --LAC GEC o I ;±� W J CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE Yd � o r7► 1 C i � O MAINTAINED BY THE APPLICANT,'CONTRACTO� FOR THE DURATION OF Q r. COt;STRUCTION, cV � ii y 1 J SEDIMENT "ENCS ;; Ca- F e p ' THE E.S,C. FACt;.ITIE;S SHOWN ON THIS PLAN MUST BE C)NSTRUC TED IN W w �T�PICALjf'�R �+ � � I x r S DEY►'ALK O � i ' d 0 CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITES, AND IN j e DETA'L o ;� • '� J • U SUCH A MANNER AS TC INSURE THAT c, IN NT LADEN N WAT � ' �r � � � � 1 (2 7.3) ( + � _ U E _ED E L i E ER ()OEC tvC . � cv A ` r a EN1ER THE DRAINAGE SYSTEM C-R V,OLATE APPLICABLE WATER is M � t-- - - -� 19'7 � �S b I � �.� Z O STANDARDS. ! N b I u') r (n I � FIN SH r LOOR I � + Ct � ... .._ c6 I �� I ` I I O * THE E.S.C. FACI._1TIES SFIOWFJ 0�� THIS PLAN ARE THE M'NIMUM ic�i �� Pei L ry •�'� =2`-)8.2 �UL) } r 1 I W a RECUIRE,MENTS !"OR ANTICIPaTEC� SITE C,JND,TIGNS. DUPING THE ! d- r. 218,4 :)t9.1' W �`' PIOF1_TEF BA, _ _ COfjSTRJCT+ON PERIOD, THESE E.S.0 FACILI IES SHALL BE UPGRADE[) AS I W - S' �* X riiti'�- I I p I� t---- I E M� ) nE�N z NEEDED FOP UN XPECTf D STORIA EVENTS, AND AS IJEEDED TO RETAIN I7 Q `,EE DETAIL \� � : j ; Q 3ECIMENT CN &7E. I, U T1. 218,3 i ?.19.t `+ _.. 228 iJ -----_ - - I' _,._- EXISTING SAN SEW IATERAL r B. B RETAINING WALL. • THE E.S.C. FACII-ITIES SHALL BE !NSnEC1ED DAILY By ��+F" 'Q --- --- ---- �_ TAI +- c� � •�: APPLICANT/CONTRACTOR, AND NAIN'AINE.D AS N'CES5AF Y TD EN„iJFt" - IP OTHERS (T(P) \ F �i 6 `� 'A , SAN D E U R V S r• COrJINUED FUNTIOVING. ;I E.=213.0 HE ESI, FACILI-IES ON INACTIVE SITES .HALL B:_ INSPE(JEC ANS) 137.00 - I W T `' N89'24'00"`IN 280.65' ..^�� �� a MAINTAINED A MININ,UM OF UNCI_ A MONTH OR WITH N T-1E 24 -OURS I in � l _j , I E'JD XIS' Si )EW��LK cc FOLLOWING A S ORM EVENT N a 30 f TA-NIING WALL My �_.__,_ SEE DETAIL Iw q ! AT VO TIME SHALL MORE THAN ONE POUT OF SEDIMENT BE AI.LI)WEi) TC SHEET C••2 � I .n a ACCUMULATE WITHIN A �AT(,H EASIN. ALL CATCH BASI"S AND -- COrJVEYANCz_ LINES SHALL BE CLEANED PRIOR TO PAVNG. THE I —,-�•• x traI IKPt r[r,,, - CLEANII`:G OPERATION SHALL NOT FLUSH SEDIMENT L ADc`J WATER IN "0 W/ I?[L'or gtr x 40!c r s C �+ 1 CL THE DO'NNSTRE<,M SYSTM. • STABILIZED CONSTRUCTION ENTRA.NC-S `SHALL BE: INSTALLED AT THE I )- fti, I BEC►NNING OF COt`:STRU .TiON AND MAINTAIN-D F'OR THE DURATION OF c f THE PROJECT. ADCITIONAL MEASUR•:S MAY BE `2EOtJIRE!1 TO INSURE _ _ , C.o THAT ALL PAVED AREAE. ARE K!:PT CLEAN FOR THE DURATION OF THE I PROJECT. .CATCH ,BASIN AREA DRAIN " THE C014TRA+CTCR S••iALI. SE�.D ALL DISTURBI_'D GROUND AT (:OMPLET:ON I �r� �: I —; 2t 1.67' _ 1 -,� _ __._ k EX .RUQ E D OF GRADING. (SEE HANDBOOK FDR `>EEC� AND FE:RTIIIZEF' Ml;{ AND � I � t=—`-' I _-__._ __w APPLICATION RATES } � I ` + � _ � I CCNC. CUFB r- y 1 L I I • THE CO�ITRACTC•R S-IALL REMUV� SEDIMENT BARRIERS IN ROW W-iEN p z. GRASS 'S ESTABLISHED. rcov " � f , won I SEE "EROSION PROTECT10!� AND SEDIMENT CONTROL PLAN'S TECHNICAL GU DANCE �'. I ( - � , HANCEIOCif PREPARED B''' CIYY CF PORTLAND, BUREAU 0- ENVIRONMENTAL Sf-RVICES, � "-; rJ' i - Wawa I•I. �u M T TUCiIJRE I FLAN —I ( �0 n f AV:MEIJ S AND JNIFIED SEW-: RAO AGENCY +DF WA•Sf•'INGTON CC)UNTY, DATEC► FEBRU•aRY 1994 � PER SE':TIO1J A-•A H a FOR RECOMMENDED CONSTRUCTION SITE EROSION CONTROL MEASURES. r'i EXISTING FLOW M -- ywiirti, i I e�;.S.t' -a a.t C Ti'EE�. \ rJ /' ' z Ill GRADING NOTES: i I L CG T __ 5:r.a.CCS -� un t +-E. wEL17-AN'1 .- ,- •� "KEYSTONE" TYPE � � r, _ 3-Q•� w,�tv.�-•� nett-. i INIIlG �•IALL. C 00 ' • CUTLET c-,.,w rz)ri r)u++v9 SEE DE I AIL >- Finish grade contours or elevations are to firish yrace, unless noted otherwise. C] •• COt•u r-C-Ce. 0:E wL rr.0 SHEET .-2 Z z N) A geotecr)nical engineer is to certify that all gro+Jing has beers completec per the SECTION A-A POP �,c•:a WPE �SrE a Q C f�Ilov:in 1g ITCH IN I ` _j it) Site P•'e oration GPA11:• wrt,C'Cu S'CCL br+gp� • ~ ~f p W +r) L%II G .I (AliTM A SECTION B-13 Ef,� a ,tr Fig ure 3- %D t E+Ir��A:�. +i.•• . : Prior to, be innin construe ion, all areas of the site that will rpcei�e cn°ss n..u`' I?".* ' "•`c - . r`r- 9 i Erosion Cortrol Plar7s '3iofilter Bas - Tem orur a+►Es-r�+pS. tie foundations, structural `ill, floor slobs or pcvement should be stripped of Technical Guidance Han ibock Cctch Basin Prate ion y '� ° '`'`c" �'�' 'r0""'10'`� Ni)T 10 S;ALE $ a topsoil, rows aid unsu tablR tills sf^oulc thEy a<ist, i.e., excavated '.o �� _ c•+r•:.-•. non-organic, native undisturbed soil. _ _ It i; reworn fended that mcst areas of the siteprepared ^! I �� l o AS h+� • . n7'TUPED EY; be du•in l-�— ° GRA- '[:r? Ilv 7 9 ( HILL`_": _ QR. 5= , 1 dry wecther. Due to the: hiah silt and clo content and moisture-sensitive � � p i f� 5 = ^nom not�re of the soils wet we6ther constructI01 is not recommended. y �q FA:-,: r;-L7-Z425 2. Dry Weather t ;;' r .o -.. - ! CAT�C 1-! EAS I1'•) Construction /• -N .9 .91 r� 9 CE-42_F CF C6-aCHPSS If tle c x OvatiCr= cc)ntroctor disturbs the resultant sub rode (primor�ly � � � � I `b b e,, s ��: c-h '�.LE S STEEL rilrlGF silty sots) dur�r,g S:. ng operations, we recommend t iat the stripped I - sur Face of the site m ell pavement and fill oreos be scarifi,d to a depth p II I AJ I of tat host ei r , inches. The scarific, oil hood be aerated or we�teaa necessory, then recomFacted t=> of leach; 95% relat ve compaction (AAS�-1170 T- /" • ___ _ I O 18c , Even during dry oeother it. is possible thct some areas of the J�F Qc' - ti i O SUL ade should become soft o• pump because of the potentia ly high water o I l' 4.74' 1 f� tabie below the site, Q e,, I zt -_.__ _. __._ __ _.-_-____. _. .. __ M 3. Fills noc� XTFi1DE0 Q] Z Any fills on this: project should be nstr.11ed on a subgrdde that ha be :n <,, °ae , I "jj Z �L77 preuored in accordance with the re<:ommendations in section 2. Fill ; sh:,uld / PQ' • -,` 2" OF uLA`.i5 ' `' A C. W r" be instolled in hori-,onta! lifts n-t excee•dine about •.igh' inches in ,� r, 1 •�` ! _ a 'c _—_ thickness and should be cornpacted to at Teast 92% re,otive compaction fo `4' t l ! �„ �l_OP ® 2'1 ./ t1' silty sols Gnd 95% for sands aid 5rovels (AASHTO T-180). / f �, r � CR�FLATTER N _ _ . s c CF 3•/a_�� RU`,HEC� RC�K �.+..y. Q rn During dry weather structur•�I fills may consist of virtually any relatively � , �n 1 / o.+y;;�`'c oo'°��a°coc°�°°, Ii OV 1 1/ -C ' CPUSh'ED ROC' 3 Z I well -graded sail that is iret� of debris and organic matter and that can be Rad us 2•.) min -. .,00c °ocuoo°oonooc.00 °o° ooc - ---- • • composted to the preceding specific.-ations, /\`� I OC o � o � o ., 11.1 ° t R > � � / �oc°o°0c� o '0 ? 000°°0° I-- co t (ter grading is Certi`Ipd 9"-12" of stripping material i9 to be spread Cts on +t tun or c: M nus Grovel r M. / o�, .°oc° o ° 1 x,79 ` IlIx O \ '�\ \ ` \ � ' �y .. ti0 t.niformly on the lots W ! / •-! � \ /� \ \ �\ �'�UE3GRAC'E C)MP•;CTEp 1 ) g;+% a Subgrade Reinforcement _ . /. OPTIMUM DENSIT` PER A kSH1C7 T -99 a C p UWj Geotextile, as Required _ _; _ t+• P 1 \�\\���\/�\�\�\��\/�\�/\\ '� 1n _ c�, d'� . � I EXISTING 9 I i `�GN`� BUILDING AND FINISH GRADE ELEVATIONS MAY BE MODIFJE ? IN THJ- FIELD 10 ADJUST TO UNEXPEC?ED ..ONiTRLCTtC�N CONU TlOrls. •20' nein. for single fo•nily and duplex resident ul I -_-_��-- , 1161 Erosion Cortrol Placa -- Figure ure 3•-1 A _ e-- 9 Ero;+��r, Control plans figure 3 -7_ �+� � Technical Guidance Handbook Caravel Construction Entrance Tec•inicil G%idcinre Handbook Sediment Fend' I JEECT10N A—A ,� `v °• ^+ I Cherry Str. 7400 r � r �� BUP97.00384,SIT97-00029 C) ' to N''1 1(I SCALE. 1 of 7 NOTICE: IF THE PRINT OR TYPE ON ANY I I I(I I I) 1111 I I I I I I I I I I I I I I I I I I I ' I I I l l l 11111 i t lI I I I I 1 1111 11 I I I IIII 1111111 1111 I I I I I I I I I I I I I IIII 1 1 11111 11 11 III11111 1 1 I 1 I IIII 11111 11111 III 11111111111 III III I I I I I I /���'L ' � , 'L'�)�-� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 811 ITIS DUE TO THE QUALITY OF THE No.3!! ORIGINAL DOCUMENT g �11 9L L�z 9Z �Z �z SL L �iC OZ et etL�t gt �4t vt �111TIIIIIIIT11111111141114 �111116� �1111111111.11LLU II�IIII II IIIIILIIIIII IIl1 111 IIII :III�1111 IIIIIIII'I II I 111111 II► IIIIIIIII III1111111 III II IIIIIIIIIIIIII�II I I I� X111111111111 I 1111111►II II IIIIIllll111 lel II I I�N111 MA 41 1 LJ U > i z Q 1 w G �" r 0 C) 3 �UF'VE fAf3LE d z A 1n U CB 228.42 RISA j No. CI -L3 t' �� (/I ` r I:;'O rL 225.79 I i a G - 89' 54'•10 c t�.! 04 (_ �► i �E a R NIL' I� E KIST FIFE / �r w .� I Cr I L - 2.9` wDRANT f:XISI SSMH Z r- U / I c; Ct -- ---- -~'� c� (rlu EXIST FIRE_ / 1uL7 Z• e�1 E0,f C11 i I E.(E',") =-20,'.2 w �� la H)lDRA4T 30, 3 t a o'r ^ RiAd'� z 1 -- --- v® pt U CEO)�i a4 U u v vwi i� t1Lo -D CY: 0 c .XIST CUI:t? L? -___._._ SO .__ ___ i"XIS TINt RIGH RIGHT-OF-WAY cl3 �'�`- - _- T OF-WAY.` ci i In r6 RIM f_. Z ar. 2o7.�7 Rlra - _C H�_ R_Y _ _R 2 '5 51 IC(E. ST 'AN _._ los '7 iE(E) \ _. _ W ( 222 36 FIM fn r- ____ _ ... _ _ _ _ -. 9 �- EXISTDC•E OF PA - --- . __ _ . . ►� ��ii +E „ - - --- E VEti'ENT � r � � I I � �-- g 1 S�+9' � "._ -- I - - - - -- - - - - -- --- - r. 10+00 (C-FERRY) 209 46 F(A-A -1 �'. N 'r� ------,-----�----�---� I =20+00 '72rd) EXIST CURB 206 13 It � 1 • - 264.78".* r>> -_rr.-�.�---._-.s_. _�..-.- .� `P-Y'T r,.,y.r...r-_._..1-.-_.._�._.J�-.T�-r...r.._-.__.__. .__.._ _._.y.-..1..�_�....--..__ ,' ____._..-__-.. _. - •_ � f __.__ .. .. ...� .--.+.w_. • J O EXI'.;TINt, RI HT OF -WA) / si 2 EXiST S:)MH _ �, :: I C ON_ N .W _ LA"1 I '' W �RIMr--2Ot--9 •. �'-- -r, cc N 1DEYligl_K / �t� > F. ;18 5 --20.-.0 I -- -- Q "' N STUB OUT, PLUG AND � ' �®.�_ � c� U) O M a ,--�/ MARK l OFCATiO'4 FOR O ,a, IhSTA_L E� TFE INTO _ W CV i f FUTURE CONNEt:TIOr4 rn a �. C i • EXIST 8" SAN SEW PI:'E ' '"`--. �_ rn �� t� I. 6" -199.9 ~�_ &..L` V) y I.=.�8"� -1998 S- QG1 (h') W a Z MATCH p ! 5 `1.F.. 8'. ; i_F "" o N �r } HANDICA / EX WALK TRAPPED C B. io �' SPACE 0 X I s �' rn .;� ISH to INSTALL I3' TEE INTO ,� SEE: DETAIL b ' ___0 E I b '!30.Cii R%m EXIST 18 SD PIPE . "��� rn :i1 SHcT C - 1 _ __ ^~t 't (f� L� '20.37 IE(3) _2_6T O p '= � 7.O(I. _\ Z + �7x I.E. 18")=202.0 0 . � i# N N i•E.=21.3.0C \ r Q `� i If � ,1 , O N 1 3 0 I. It, z V) i till Z E CST SAN SEW < � , _ - -- - _ � ® i C _EANCUT `� - , 6 irdSTA_L F•' TEE INTO ao ""�` (C ) EXiSTIN-SAN SEW i-ATE RAL- �-� v ® - i� M z � n v EXIST8' SD PIP _-- 87 L 3 �DPE 0 S '• W ` i 1. _. S';-=198 7 p =0.0F318 ��,. --- - _ >: C Q. I =`i !`° x.111 . clA�; _I `u JT I 1.._.(1 r�"�=}98.2 (� �.. .), aj ..�,� +.�►��� ' O \ ��I�l �� LaJ ,, rE. r 6r• I I L'� I f� ~ , rr r489' 24'00"W 280.6`.x' �� x i 0 J .� N i a 30' _ ._. �I N C !x' V � 6'X45 BEND I CLEA_N_CU_T__i C.0 1.E.=211 ,07 r• C, f;RAV17Y WALL SC 'I C W 'I� � r- af EXIST SDMH 1 I E.0 8") -184.7 EXiST SSMH _ (f i.E (81 =194.2 ►� ^ c c• Ke stone Retainin Wall Cm onents M ' Tcta, FEc2�r,Ed SGrI a � �1 arti I V tlt� Z v; Finished Groclo ©ac�slope or Surcharge I ONE INCH SETBACK WAL''_ � c, Knystnne Units ` G1 (1'sa;back Per unitl G� Z r1 �4'�I'ZUCTfOh NUTES:i i •s."���,�;,�, STANDARD UNITS � a ? c, GEh'ERAI. NOTES Scthar.kRatter axcw / r ` ��? ;>r1id Low Permeah;hty mol MAX.MGT. I cacKs.cce I • 3 SCdType leve: r,:;v '+r• V 2 `� U. 1, All work and material shall conform to t +e rFquirernenls b1 the City of llr�arc c`'t � r / ,rte; � one U-SA. irnpro-emefit dorsi n stor dores. .r �� Sarc'GraverE.d' I E 1' i E ;• I + �. g CL Q; / Florarncrl Sol 7.onu Srrry sant I 2. The•COnlrOClrrr shall ootain OII equi ed permits Ortd licenses before Staring construction. k,��" / Wall He ght S,cr.tiean Ctayl 5.2 I E.0' I a E' I a G' I M--- 4 3. Exis.ing utilitd loc_3tions shown pare cpprcximote only, additional underground utiliti<;s rr,oy >• ,', Unit Coro Fin exist. The contro!.tor shall veriey oil utifi*y IO Otions prior to Constructior and shell arrange for the / relccation of any in conflict wish the proposed ccnstruction, z� ., s _ 4, The engineer has beer rexined to provice design and construction review services relcting to �` the con-ract ROADS, E)RIVEWAY`i IV,D PARKING AREAS -XI y "-Limit of Exravatlon Embedment ' 'x,. I � •I Q t 1. Material in soil sp'.)ts within the roadway s; oil be removed to the depth required to provide a � 5. The Contractor gholl n�tlfy the engineer end he City of Tigard 24 hours before starting construction or r,esurring rrork after shuldow), except for normal resumption of v,ork firm fourdalrnn and stall to tharoudhly c:ompacte,i to o re�otive density of 95% of T-180. 4" rack Drainago Collection Pipe (Il roc)uired) Twa► ".= Retained Scrl Type folluwin Surda 4 or t...rlido is the maximum cllowc•Dle •;ize. I Lt�velmg Pact �;;�-; �j 2. Wet weather construction and o her Jnfore,ee) conditions r•1oy requite that gootextile be „A - placid on thf subgrode. In this event, tr a contro:tor s to consult with the engireer vnd work to --- - --------- - - ----------.-------.- ----- --- EXi;AVATION AND GRADING the written recommendations of the engineer. NOTTS NEAR VERTICAL WALL m 1. The con roctor gl•all determine the type of eauiprrent and method co use to och'eve required 3• The contiocto+' shrill notify :he City of Tigard for i•ispection•c: (t) wh•3n tie subgro.le is (?•imirriumsc:trckper unrt) Z p complete, (2) 2.4 hours prier to I i •`X'011 I Icight is the trv,rl hei%ht from tol)to hotiom• � compaction. The cont•actCr shall arrange for o ,?eote;hnicol enginec!r to te�•t and Certify soil easement o roc.( bolt material and (3i 24 hours Pr !1r t�> fin•rl � � - con�poc ion, The City of T'rjord and the engineer shat rec':'ive copies of all Geotechnical povi-tg for on inspection of the worl,. •Minimurn mill cmhc•((rnen is("or I leight/20. STAN DAR D UNITS �- lZ.� W •- ins:esti)n o 1d test rNbrlrtg, • •tiuhsurfacc soils must he c ipahle of supporting will system. MAX.MGT. I Eacs.c^.e i --+ a: (n 4. The ra0d�voy roust be proof-rolled under inspection of the engineer �md the City Gi Tigard 2. Pipe! becding shol corforrr to the gronLlor teddirig and bockfil req jirerrents of the when the sutgrade is complete and when the top rock is instal ed prior to poving •1Init core fill is 3/4°clean crmhed stone. s•,I Trpe I Lt.e: (eH:,v I;H.;v j -.; I r� rn Cit/ of Tigard as appricobie. Badding shill bo 3/4"-C"crushed rock, except where not ve all •Lcvelin�p, s • Sa-cG avei s.5 I a,g I a,; I ° =-1 •(� material may be user 5. The osphr concrete poverrent shag be krrovided from a m'x fo!mulc as spee•fied by O.S.H.l7. •tel i. cnishecl stone In, material. Specifico-ion sectf;,n 4)3,11 for class "B', "C , or "D" as holt cs specified. The cc.ntra:tor is tc •AII hac:kGll mmerir r max. limit}' s s sa-c a 4 a• a - ' 0 P P pis arc mmp•ictccl to 95`Y � i i I • ( =s• i 3. Trench hockfill within the right-'of-woy shall be clean, well-graded .3/4"--0" ;rust,ed rock provide the engineer with certificate of compl,once from th<e asphalt poverrent plant unless erinishccl �radc must lrnyicfe isuwc cfraina r ` rhea^�.a�l e I e c 1 e 1 _; I to cornpoc':ed to 95% AASHTO T-99 otherwise indicote,i. g ( (x F Z7 0 4. All areor, of fill that will bN within c future tuildir g ervelopt shell be campocted in oc cordonce STORM DRAINAGE � � � with Chr]pter 70, U.B. = 0 � �� I. All storm dro,n materials shill be ae noted on the plans and in eos•!merts snoii he c:sketed. .- 5. the cOn'.raGtJr shall provide pr,tection to a4pinlr!q property from excavation and till uctivi:ies g �ETAI N�N(� W���.l.. DETAIL ons! fro'n sedime�tati3n die to runoff. This may be cccomplished ty the installo'.Ion )f appsopriote ?. Taps into exl,tin line t0 be a formed b cantroctor rod .vile r� uire p permits, -- -L dreinoge! ditr,hes moor the prorerty bourdories and by keening grading cctivitles of least 2 fee' 9 P Y q purcho,e of to �. owny fr,m prope•-ty boundaries, as required by tl a U11C Chopte-r 70. .3. I'M catch basins shall be troppe 1 b) using the inverted one'-quarter bend or we•Idee NOT TC SCALE baffle. ProOde r_ntch brisins co-Istructed in accordance with OPSC, Sec ion 1108 requinaments N o Cherry Stir. 7400 w O BUP97-00384,SIT97-00029 GI 2 of 7 r ... . .., ;.,.. .. -_•'•r'.�_- ���,':f�'.:�GhfiY&' A71C'97'E �t'.YaliriA�MtR�rx.%:cf-.r..-•a.t.ncAi, m, ,.,,.;,,. .,....y., ;,."StW,Je _ ,J..1,. .,. ...re..w,. ,. �i''.Iy'�t.`�r' . NOTI r I 1 i I 1 CE' IF THE PRINT OR TYPE ON ANY i I I I III III I I I I I I I I I I I I I I III I I III I i I 1111111 I III III III III III III III I i I III III III 1 1 1 1 1 1 1 ' III I i 1111 ! I I I l i III i I I I I I i I i I 1111 ' 1 111111 i I i i l I i I I l I l I i i i I I I I I I I I A f IMAGE IS NOT AS CLEAR AS THIS NOTICE, I Ill I I + 21 ` I Il I I 14 I I tJ 16 I 7 I I I I I - �- 1 - sl to ii I 1 17 IS DUE. TO THE C:?UALITY OF THE. _ No.36 - ORIGINAL DOCUMENT s- 8Z Bz Llz 9iG � - 1riL SL zZ [z I �c17, I �s1t 18t Gt 9t ort I �t E[ z1i tt t Ir3 9 L e l9 - fi -- £ !� tar�ue III) IIII►IIII IIII�IIIIIIIII�IIIIIIIII ���I�II I III � 1 I�ll�l 11 IU �llll 1 l� I �III�II IIIIII I �IIIIIIllIi1111�111111I11�111 �II� I I I i I IIII► iIi IIII!►IIII► 1111,11►►11111 illi III► III 1�111111111�IIII�IIII Ill�llll�! ll 1111 IIIIIIIII Illllllll ll I►1,11111111 ��l IIIiPi�11 RVISIONS BY FL�IERIQK_ ACC $I5L.iT1" GFNFRAL NOTA$ i 1. The minirnjoi clear width of an ac:cesslble route shall be 36 Inches oxczpi at doors. SN Seceder IIO°W. 11tws an acco*sible route ir'-_ tides a I=-degr a turn around an okz,*tru,.;tlon which I& lose than 46 (nd'ie* wide, the clear width of the act's&Ible route around the obstruction shall be 42 Inch" minimum. 25, Where an accesslble route Is Ions than bili Inches wide, passing spaces at least 60 Inds by 160 Indnee shall be located at Intervals not to exceed 200 foot. A T-shaped Intersection of two corridors or walks may be used as a passing •pace. a Per 134 UCC Section II2>9,4.1. \ r 2. Accoeei it* routes shell have a clear height of not cess than 80 +nchee. ilkwe the vertical clearance of an arca adJo+ning an acce*slblw route Is less thdn 80 InG!-e•, but more than 21 indene*, a coMkx,oue permanent barrier shall be Installed to prevent traffic Into ouch areas of reduced clearance. Per 1994 UCC Section 1109.4 _ - , .... ` , - ` _ - i - -- - -- - - � - � _- - - .- _ r- - � _ - - ` - - - ___. 3. An access ib le routs she I I have a m•snIng Cope not greater than I unit vertical In - -I - _-�.F- ��- - --+--- �_ +� _ i _ 12 units horizontal (833X slope). Ar ac route with a running slope greater --------T- _ -�-� , _� I than I unit vortical in 20 unite horizontal (5!► •lope) shall comply with Section � �-�� 589? 4'(a0'E - II09.1. Crose slopee �-:f an accessible routs shall not exceed I unit vertleai In � � � LU 00 " S�ELUog 50 unite horizontal �2% ebpw). Per 1934 UDC Sset!on 11 43. NEW ' CONC K 4. Accessiblo routes and accessible spaces shall have continuous common floor or ramp TIE IN EXIgTINc'� ( / 1 oZ •urfacss. Abrupt cies oe In helght greater than 1/4 inch aha II be bevolod with e \ .- slope no greater than unit vertical in 2 units horizontal (b0% slops) Changes -- - r-+ N In level greater than In inch •halt be accompi;ehed by means of a ramp meeting the _ _�-- --__ � � U_ � N requirements of 8ectlon 11091. Per t994 UBG Section 1109.4.4. 0 3 I 5. The maximum slope of a ramp shall be I unit vertical in 12 unit& horizontal ll In i1 BIKE RACIG 86� �l rR u7 (833% s)ope). The maximum rise for any run shall be 30 Inches. Per +994 r u V 1 V) UBC Section 1109.11. DETAIL ON THIS � Q h\ CD � M 1 1 "" - 131th's 10 V.7 6. The c oss slope+ of a ramp shall be a maxleuxm I unit vertical in 30 unite horizontal (?X slops). Per 1994 UBC C�sctlon 1109.13. i ' 24' r 0 z 1. The minlmum clear width of a ramp •halt not be less than 36 Inches, For 199.4 - a- •��` �h ` 4 ACES CJ) cn ��� 0 UCC Section 1109.1 r4. W Z & Ramps within the accessible route shalt have landings at the top and bottom, I `- i �•,(A q 1111 IE And at least one kstermedlate IandNxg for sed•. 30 Iru;l•ses of ries. Landings _ , • ,,;��-,. '- �;:,•,..,� , . -NEW 4' CONC SIDEWALK RN iP , O shall be level and have a mtnlmuan dtenen*ton measured In the direction of ramp , - --- S1pEWALK I 1 SLOPED 1,12 W/36' HI H ~ Li ` Q run of not lase then b® Inches. Wise;a the romp chsangss di-ectlon ate landing, GUARD IL ON 1BGTH IDES �O - i' F-XIATIWA TWO STQ$Y a �Q the tangling shall be not lees than 60 Inches lay 60 Inches. The width of any cy h AN PARKINGr - c carding shell be not lees then the width of the ramp. f'sr 1994 Ul"sG Section 01 1 I SIGN, E DETAIf, QI'FIGE i�t1 +� i -� 11091 . / ON 4I \8HT EXISTING SIDEWALK 11 9 Ramps having olopss steeper than I unit vertical In 20 units horizontal (5 •,.�.,.� , * i. m slope) shalt have handrail* on both aids&. Handrall• shalt be continuous, I�TA I :�,••,":��, n, -NEW 4' C 81DEWAL III D ! _ '' Q except they slvll not be laqulrlyd at erx� point of eee0 es• along the ramp. ( I ��I\, / �FF. •:OItER} SLOPED T 620, TIE I O EXIST sha Nandre+l• ll extend at least IZ Inches t�wyond the top and bottom of any ramp _- 1 iEvEL 215x' 1 SIDEWALK segment. Per 1994 UCG Section 11091b. l �_ Z A AVr i 10. Any portion of the seise of a ramp and Its associated landinggs which Is more than ' "=LEvEL•228Z' ' 1 ir: Inch above adjacent grade or floor shall be provided with edge r otwctlon In w ' accordance with the following, I A. W .I• and cuxbo. When used, walls or cfxb* shall be not less than 2 � 1 �'-' �- ,;7 ✓„ Inches In height &tiers the sum,;s of the ramp and landings. 2 SPA/__ 8 • sha -- : ;:•-v'�;`,,' ; " �;n•�;,: 15. Railings. 10-an used, rallings shall comply with Section 1105.1!4 and 7 \ 9' WIDE - ll following, also comply with one of the follow) NEW--, A • , • t m g L Ari Intormealate rail mounted i1 inches to Inch" above the ramp or 1 / - N landing surface* or X I w 61U. SA�IDBURG ST, D. Lkwm sed floor and roof openings, open and glazed •ldes or stairways, dingsporch", lanend s es. ramps, balconies, or porch , which are more than 30 Inches above grade ,�, , � i � l I 1 j or floor below, and roof's wed for other than service or the buildin shall be III protected a guerdrell. Tho top of guardrails shell not be less then 42 inches N89924'ti�fa'UJ 2�.h5' in hal Open guardrails "It hays Intermediate rails or an ornamental pattern / t) I i ry EXISTNG ',4436' HIGH such t a sphere 4 Inches In diameter cAnnot peas through Per 1594 UCC Section SIDEWALK PIPE iA^'LING CONC DE 3 �3 ??8 FF•E. L0 Ulf i' Ii. Exposed ramps and their approaches shall be constructed to prevent the accumulation R=TAINING WALL, S,_E IX uj, of water on walking surfaces. Per 1994 U5C Section 1109.1,8, ' 12. Ramps on accos•lble routes shell have a sllp-resistant surface. Per f9? '1DETAIL ON THIS Si-T 130 Section i I A/ 13. TI-ro holcds at door* shall comply with Section 1109.4.4. Thresholds at doorways shell not exceed 3/4 inch In helg� for exterlor sliding doors or 1/2 Inch for other typos \ �'I f le of doors. Raised throolol ee are floor level changes at acces•Ibie doorwaye "It be J' Jit `�___ 5 bavelsd with a #I" no greater than I unit verticalin 2 units horizontal (50th 6 x b - W1.4 x W1.4 llA,l�- 36 NIGH � 4+ PIPE ITEPLAN elope). Per 1994 11alsC Section 1109.9D. RAILING SCALE I'■?0'-P>' slab CfTY OF TiGARD e mid-hieght 4' 1' sand 7 _ J [ }: J [ 1: b mill , 1>;,Il vapor barrier 'l 'B' bar r Q °E ICN PARAMETERS ;I ... [ [: Job Addre.,� �. p� 1 .•• fc • 2500 psi By` `-_�� -__ -�, FV . 40 ksI --�_ - -_Data:. Soil equivalent fluid 12' min of C r esura a ssumed to crushed 12 1 T. pee:3apcf roc*, apped oz/0 ( y non woven , • 04 w 12'o c.(horiz) fabric Z GLR '1 'A' bars m 4+•proof i�:. �-e' r« �4 �D C `��'"" �"' /_-ME ALMANUFACTURED OOP BIKE RACKED behind iwaII if Roughen surface = -- WHITE LETTERS t (3 BIKE CAPACITY) 4' peri ADS, Slope ° o\` cr 2 4 k SYMBOLS ON BLUE - - -� to drain -� o i 12'm in _ BACKGROUND (STATE OF OREGON) T _ _�� --- i2) •4 bere(cont.J - _ .•-- I' HIGH LETTERS W/ •. 3'clr 51 STANDARD WORDING PER 'C' bars ' HANDICAP CODE REQMTS. 104 bare a 12'o,c,(cont.) -- \\\footing on firm r OF STATE 11JHERE SIGN • undisturbed Soil 15 LOGATED i W f To \ I U- --- METAL SIGN FASTENED _ SEGURLEl'" TO POST S. �.4�NDAT iON RETAIN INC UJ,4LL �-- N.T.S. -� - - 2'e STC. POST CENTERED 4 CONC ON EACH HANDICAP PARKING DIMENSION 4 REi T 804EDULE SPACE 'N' Max Wr T, 4 Tr 'A' bar• 'B' bars 'G' bars , . ( . 4 CAST GONG CURB 1 I ' 0 • . _ THICKEN CONC. SIDEWALK 5'-9,' 8' 1'-8' 12' 'S • 9' oz. 04 • 12' oz. 45 • b' ora. ' 61- 01 3'-4' 8' i'-0' 10' 04 • 12' orc. 04 • 12' oz. 04 • 12' oz. TO ENCASE POST BOTTOM - -3' CLEAR DRAWN 5'- 0' 2,-10, 8' V-0111 Inn' 04 • 12' oz. 04 • 12' o,c. 04 • 12' oz. CHECKED 0' 2'-4' 8' I'-0' 10' 04 • 12' oz. •4 • 12' oz. 04 • 12' 04. I'-®' -- .1 ►'�,. KOTES: NAND_1AF-F-ED PARKING SIGN ` 1� rr�s DATE N.T.S. +' , p,. �� � r'►.' 5_1<E RACK_p T ,.�,�::,�Po ` I I. Wall IS not to be backfilled until) after concrete stem has currrc•', for a min of i•i days, k SCALE N.T.S. � ?� l:/� G;: 2. Concrete, Formwork and reinforcement shall comply with .•res•�t ACI gtanciards. d08. N0. n ����• � 3. Reinforcement shall be accurately placed and firmly supported prior to pouring concrete. 811�ET 4. Filter fabric wrap around drain Is not required if gravel backflll Is used to fill area to support slab. 5. 12' Layer of crushed rock with flter fabric may be replaced with J-DRein 420 dralna! e 4 l�yl system or Miradraln 6200. waterproof membr•ain end 4' rsrf ADS are to be Installed i" 1 regardless of drainage system used. Cherry Str 7400 BUP97-00384, SIT97-00029 3 of 7 rt. "_.._ .,. .. :.._ ■brut..,..«....,,.....r...,.•.., r,. .JC 11..mD Y•rr,l� .•. .. ........,...w.,.a.:Mw,r_wtuMii'IMw,tt:4�@�(w':'.3d'i:.:3'1'`?tT'i r' s• v w e NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 I' 11 f I I I J 1 1 I I I I c 1 1 1 III I I III III III I 111 1 III 111 I i I III I (1 1 1 ! ! 1 1 1 1 1 1 1 ! 1 1 111 i 11 111 1 1 1 I i l l l 1 1 1 1 1 1 III 111 111 11 1 i I I I i I I l i i I I f l(i 111 III III III 111 III I J ' IMAGE IS NOT AS CLEAR AS THIS NOTICE, L �- --I l g IT Is uus To THE � ---�- _--- ORIGINAL DOCUMENT - - - - - - -- - T' Sl GfL I 9Z 4� fbf� SS Zti I7 UZ 81T SI GT 9t I 9f[ 6T £ l ZT lITI �i 8 N fG I 19 I I9 I if' £ Y, ITaleuw ►,ii IIII111�twll1,111„111111 11,1► 1 ►lI II � 111111 111111II�IIIiIIiiIil �11! � iI i IIrII11 1111 1 IIIIiIII11 111111IiIIIi IIIIiI1�►111 ►1►ITI11►1►1►11►1 � IIl.It11 I► I : NI /� I REVISIONS By 6 6FECIFIG 23. Transfer shower stalls &hell be provided with a folding or nonfolding seat Icsated on the STRUCTURAL- AND.MI9CEL ►_AAEQU6 OTEEL PQdi ��- wall apposite the shower ccxrtrols. 1. Detailing, fabrication and erection shall conform to that Steel Construction Manual of A16C. I. Thane notes est minimum standards for r-c4ictruc:tion. The drawings govern over the General Roll-in-shower stalls within accsaalbla guest rooms of hotels, lad in houses and 2. All steel to be A36 except as noted. Notes to extent shown. 3 9 3. All welds to be made by Certlflsd Ueldera to AWS Standards with E10XX electrodes. 2. Contractor shell verify all dimensions and h Floors, r on drawings and in the field, corx3r,-geteed resldencs,, she!t be provided with a f+siding seat lor.:atsd on the wall ad,acent 4. Bolts to be A301 unless noted otherwise. Cooactote locations of openings through floors, roof and wails with erchitseturel, meclhanlcaf to the shower controls. The seat shall be mounted not 1066 than 1-1 inches and not more 5. All structural tubi t A A �^M~� than 19 Inches above the shower floor. nngg o be STM 500 Grade 13 Fy A 46 lul. and e,a+.;trlcal dans. NotiF4 deelgn agency of any lecrepanclae. _ The seat shell be mounted not more than 1-1/2 Inches from the shower Walls. The Isadln 6. All pipe to be ASTM A53, Type E or 8, Grader B. 3. Contractor ehe I provide ail necee&ary temporary support riot to cora rection of vertical and �~ 9 Do not o✓arsize drilled or punchaed holes with b,.rrnlih torch pp p p sags of the seat may be set back not more then !-I/'1 Inches from the leading sd a of the g lateral ioad ey6tame. shower stall, 9 8. All high strength bolts, material and Installation shall nori•orml to A8TM A325, 4. First floor diaphragm shall be permanontly attached to Foundation OTE°► wails prior to backfilling The seat "It be L-shaped and shall extend the full depth of the stall. The section of against structure. the seat ael,)acent to the wall opposite the clear floor space shall be at least 22 Inches -- 4 �HTEn-FL AND RQQE JOISTB 5. Interior shear walla are used on this protect Feer bracing of tie structure. Contractor to I. All roof and floor rrombars shall be manufactured by True Joist Macmillan Corp. provide adequate bracing until all interior shear walla have been eh0athad and fuily nailed. and not more then 23 Irrchss wide, measured from efts Wali on which the se»et Is mounted. All ,)sista shall conform to all provielon6 of ibis 1991 Uniform Buildin Cods. b. Whrare reference Is made + A AGI ' That section of the seat shell extend not less than 14 Inches, but not more then 15 .o STM, RISC, or other standards, the lata6t Issue shall apply. ---- 2. Joist shah not excssd a live load deflection of (Roof: L/360 - Floor: L/480) or the working 1. All work shall be In strict compliance with the UniForm Bulldn Code a& amended b the Inches measured from the well opposite the clear floor epAce. The remaining portion of stresses as shown in the U.S.C. standards For appropriate materials for the loads indicated an Stets of Or p g y the seat she l! be not loss than 15 Inches and not more than I6 Inches wide, meeasursci coon and all other atats and local codas and bul lding requirements that apply. the drawings. 8. Desi Crfter,a: from that r::all or, which the seat Is mounted wind shall extend the remaining depth of the 3. Joist manufacturer shelf Furnish complete engineering shop drawings with C�r•ecgon registered a. Basic ReoF Load (snow) 25"/a .ft. (6now bulla stall. Per 1994 UBG Section 11Q�9.10.IO3. professional enc�lnser'e seal. q °� 4. Required grab bars shell be Installed parallel t,.;I the floor ar,d at least 3: inches 4. A. TJf. series; loading as per UBC dhapter 23 appendix snow load analysis.) ancai not more than 36 Inches above the floor of the adjacent clear spats. 1. Mernufactursr shell furnish all pro-notched wood bearing plats&, if required. b. Floors 500/6q.Ft. For transfer shower stalls, a grab bar at toast 18 Inches long &h,all bo Installed on B. TJI usries: c. Floor partition allowance 2001/6q.ft. the wall opposite the clear floor specs. Ons and of We grab bar shell terminate at 1. Manufacturer shall Furnish all hangers, and and Intermediate etlrferhere, blocking and/or d. Wind 80 mph, Exposure 'B' w 00 the wall opposite the seat. A eirAb bar at least 21 inches iong shall Also be shear panels, and motal bridginq aeeambliaa as required to provide a complete floor or 0. Seismic Zone 3 > Installed on the wall opposite t seat. roof structural ayetam. 9. Mechanical equipment, mechanical and sprinkler I ' For p p ping larger than 2 diameter or other o r` roll-In shower •tells, grab bare shall be provided on all permanent stall wolfs. 5. Cambers: Items producing a hangar load over 5c(�' &hall c3 hr,,ngg �y a system approved by that deelgn Z c a' Grab bare located on either end of the eta', andll be at least 21 IncYhae long. The Roof Members 1.25 dead lead agency. Any hangar producing a load over 2Q>0s shall have additional Framing inetell0d to �O g grab bar located opposite the clear spec shall be at least 48 Inches long P� 1994 Floor Members 125 deal load transfer these loads to the malt, structural baame, or walla unless otherwise approved. f- 0 0 N UBG Section 1109.10,10,4. 6. Manufacturer shell coordinate location, 61z0 and walcght of mechanical unite with machbnical 10 Sho drawings II Q ahs bar re ulrec! on reinforcing steal structural v fo 9 q e ucturel steel, Iia laminated 25. Faucets and other controls eh►all be located on the same wall as that shower Aprayy unit, en inset and contractor. Provlcae additional ,joists ne neee&ea�y. mambas, fabricated ,joints and aha11 be reviewed r,rior to Fabricatlon.g O O and shall be installer' not lana than 38 Inches or roots than 48 fndhas above the unit, All�rldcging, bearing hardware, blocking, hangars, etc. that connect to the �olote shall be per a c rn (r vh o u_ flour and shall comply w�'.h Section 11093, Controls and fixtures shall be within the True Joist Corp. standard details. FSE • � O �reach range+► of Sections 1109 35 end 1109 36. In addition: 8. Erector shall exercise extreme care during erection of joist6 to prevent them From buckling I. Dos Ign soil pressure abeumsd to be 2000 per LL r ,us DL (per 6011'6 engineer �U r` > p g I. For transfer shower etalle, the controls shall be located on the well laterally. provide lateral biasing ere necessary. e ceaeary. recommendation). Q�;ZZ1 en 0 J � m opposite the shower neat. The controls shall be located within 18 2. .411 footings to bear on Firm, undisturbed boll or approved compacted Fill minfmtrm 16' below lnehesr+ of the opera Bide of the shower stall, L final grade. Notify design agency before proceeding IF any unusual conditlonr� ars 2. For roll-In shower etalle equipped with seats, than controls shelf be encountered In the Footing excavations. mounted on the wall adjacent to the ►%sat not more than 21 Inches from }}-- 3. Do not excavate cic-or than a 2:1 elope below roctingo. �N the well the a cre the Beat Is mounted. For roll-In shower stalls without seats, t �E NE fRAL ,CCE S6 1 5 1 L i T� i II TE fR1 OFR NOTES 4. Ces lean all Footing excavations of loosmaterial by hand. }' Ll 0 controls may be located on any wall Where the controls are i 5. Excavations may be made under continuous, Footings For pipes. 13acicftll to be approved by Qta. locetad 0n the basic wall, they shall be located not more than 21 1. The minimum clear space For a 61ng le whaeldhair shell not be 1066 than 30 indW6 wide engInear. aincihee frori A elan wall. by 48 Inches long. Per 11394 UBC Soctlon 110923.1. 3 A shower spray unit with a hoes at least 60 Inches long that can be uesd as a fixed 2. Spaces under obstructions, work surfaces or Fixtur'e6 may be Included In the clear floor CONCRETEQ u r` shower bawd or as ahand-held shower shell be provided. Per 1994 UBC 8octlo+ 11©S10.I0B. apace iF they are at least 30 Inches wide, a n�;r,imum of 21 inches high and not more than 1. Averacge concrete strength as determined by ,job cast lab cured cylinders 6t 28 dee (plus � L 26. In transfer shower stalls, thresholds &hall be flush or beveled with a maximum edge height 19 Inchas cheep. Clear too space shall be not less than 9 Inch06 high and ma, extend a Increase depending upon the plant's standard dev(atlon as specified in ACi 318-11) shell be: (D of i/2 inch and a maximum elope of not more than I unit vertical in 2 Unita horizontal maximum of 6 inches beyond the knee epi+-cs. Per 1994 UBC Section 110,3,233. 30�I�0 psi fr�r all uses. 4. a (50X. elope). 3. Uktare the clear floor 6pace allows only forwa-d approach to an object, the maximum high 2. Mininum Mix Requirements: Thresholds In roll-In shower &tali& shall be level with the adjacent clear apace. For Forward reach allowed shall not be higher than 48 Inches. Roach obstructions 20 inch0e e. Cement- content per yard: 5 sacks w 3000 pal 1994 UBC Section 11m5.10.10b. or 1066 d0s0 may project into the clear apace provided that knee clearance to maintained 5 1/2 backs ,e slabs on rade 21. Ukwetransfer provided, e>xhclosuree for shower etalle shall not obstruct controls or obstruct according to 56ctiznn 1109233. Readh obetrueclone greater than 20 Inches deep may b Slump: 2 to 4 ►nc.hae. Deviation From dee( n slump + 1/2R to -I'. transfer from wheel chelre into shower 6eate•. Per 1994 U13G Section 110S.10.10.1. project Into the c,0ar space provideed that then each obstruction shall not 9xc"d 25 (ncJhOe c. Air Entrainment: Per AGI at all exterior elms. deep and the maximum high forward reach shall nr'. exceed 44 Inches high 'rhe minimum low d. Admix: Water reducing admix (Pozzoiith or equal) for 611 blabs. forward reach shell not be lower than 13 Inches. Par 1994 UBC Section 110923.5. 3. Place and cure all concrete per AGI code& and standards. 4. Where the r!sar floor apace allows parallel approach by a person In a wheelchair, the 4• Provide control ,joints In all slabs on grade at 20'-0' o.c. each way maximum unle66 Otherwise maximum hi g h &Ides sash allowed shall nc�t b� hlgherr than 54 Ind..hae. Obstructions no renter shown on plane. Provide heavy (3/4') tooled ,joints at 5'-0' oz. and 1/2' pramolded expansion than 34 Inch06 hlgh and no more tl;sn 2-' inches deep may be located In the alder ria area ,Joints at 30'-C' o.c. in all extesr(or walks and .00,-6. provided than, when such obstructions are r_re60nt the a lde reach shall not be higher than �lNIrORG WCs 46 inch&,. the minimum low Bide react; shall not be lower then 9 Inches, Per 1994 UBC ± Section ilOcJ.23.6. All reinforcing stelal for concrete 6hall conform to U.B.G. standards No. 26-4-16 and ASTM A615 grade 6O for all uses. 5. Door, cabirist, storage and plumbing fixture hardware shall have a lever for operation 2. All IE, g ad reinforcing a atael shall conform to `.STM A106. by arm or wrist e.3- a force no g-loater that, 5 �ounde. Exterior doors excluded. Per 3. Fabricate and install reinforcing steel according to the 'Manual of Standard Practice for UBC Section have s,.1. Detailing Rainforcesd Concrete Structure' ACI Standard 315. j ��. Doors shell hwva r. dear minimum width of 32 IncF-rae. For 1994 UBC Section 1129.9.2. 1. Carpeting and floor mete shell lo- ibscurolq Fabtenad to provide a firm, stable and smooth 4. Provide 2'-0' x 2'-0' corner bare to match horizontal rafnForcing In walls and footings at all corners and Intersections. aurFac(s. Per 1994 Uig: Section iii 2b 2. 5. All openings smaller than 30' x 30' than disrupt roinforc►nc� shall have an amount of 8. Showers and toilet rooms shall have a11p reeietant Flooring. Per f994 UBC Section 1109b3- reinforcing placed both aides of opening equal to the amount disrupted and extending 2'-0' 9. Door closers shall be adjusted to close From an open p061tion of 10 degrees in not lees each bide of opening. than 3 6econd6, to a point 3 Inahse From latch Per 1994 UBC Section 1109.9.1. b Provide the following reinforcing around wall opening larger than 30' x 301 . ! 10. Door hardware+ shall be mounted at a maximum holght of 46 inches above Finlahod floor. a. 2115 over x opening plus 2'-0' each side. Per 1994 UBC Section 1109.98. Doors along accessible routes shall comply with :-a b. 2 05 under x opening plus 2'-0' each aide. ' following opening forces. For 1994 UBC Section 1100.9: C. 2 05 each side x Full story helght Exterior Door&: 8-1/2 pounds d. 2 'S x 4'-0' diagonal bare s each corner interior Doors: 5 pounds a. Provide 90 degree hook For bare at openings IF requirad extenelon past opening cannot 11. There shall be bn unob6truc.:tsd Floor space of 5 Feat dlamater within a toilet room. bet obtained. Entry c;l--,�or way sncroarh by a maximum or 12 Inches. Per 1994 UBC Se:tlon 11O9,I0.2. 1. Splices in wall and slab rolnForc!ng shall be lapped 30 dlamertcre,, whlehave:r !o greater. 12. Thea clear lateral distends from the eanterrllna of a water closet to the nearest a. Provide doW016 from rooting& to match all vertical wall re enforcing. Lap 30 diameters or ?'- obstruction shall not be 1066 than 18 Wchee& on either aide. Per 1994 UBC Section 0' minimum. 1109.10.5.1• S. Lap all bare In. intersecting footings 2'- 0' or 30 diameters, whichaver Is greater. 13, The height of uwater closets shall be between 11-19 inches as m0e6U. ed from finished 10. RalnForcing shall not bent bent or for the convenience of other trades unless approved ;'Ivor to top of seat. Per 1994 UBC Section 1105.10.5.2. by the structural argln+seer. 14. Grab bars shall be Installac-A on the wall at one aide and at the back of the water if. Mlnim;►m cover from concrete surfacas to rcinrorcincg steal shall be. clo&est. The top of grab bars shall be not 1066 than 33 Inehs& and not more than 36 3' +/- 1/2' to bottom of footing Inches above and paraliel to the floor. Grab bare located at the aide of the water 2' +/- 1/4' to earth "ace of wall closet shall be a minimum of 42 Inches In length and located not more than 12 Inches 1' +/- 1/4' to Inside face of wall from the rear wall and extend at least 54 Inches From the rear wall. Grab bare 1 1/4' From top In slabs _;In grade. located at the back of the water closet shall be a minimum of 36 inches in length WOOD FRAMNra + r ' e and shall extend at least !2 Inc-has boyond the center of that water cloaet toward 1. Ail laminated beams to be 24F-V•4 DF/DF (at simple &pan beams) and 24F-V8 DF/DF let L the sidwall and at least 24 Inchs-� toward this open bids of the water closest. For cantilever beams) per AITC epsclFlcation. Appearance grade to be Industrial. 1994 UBC Section 1109.IO53. 2. All glue laminated members shall be notched, shaped and finished as per plans and 15. Flush controls bhall be hand operated or automatic and be mounted for use From the wide specifications and shall be fabricated with waterproof gluoe. side of the water closet area and not more than 44 Indk*6 above the Floor. Controls 3. Erection of mombare shall conform to AITC, specifications No. and operating medhanieme, shall be operable with this wrist or arm and not require tigFK 4. Camber beams to trues lines under 150 times dead load deflection excerpt as otherwise shown. grA&ping, pinching or twisting of the wrist. The force req -(red to activate controls 5. Certificates of Inspection M and 02 from AITC or an independent testing laboratory will be 61411 be not greater than 5 poune-4,-force. Per 1994 UBC Sac:!on IIO95.4. required. ih. To'l#-,t paper and other stall dispensers or receptacles 6haii o•c installed Within each 6. All lumber &poclee and grades to be as Follows: raac.h of this water clo6st, and shall not intarPera with unobstructed Floor space or grata a. Joists, beams and stringer& Douglas Fir 02 bar use. Toilet paper dlepen&0r& shall be installed within the reach range In Section 6' nom. 1 gmater beams 4 btringere Douglas Fir s1 9.2I1z- 1103.5 and a minimum of 36 Inches from the W811 behind the water cloaet. Other b. Bucks, blocking, bridging t mlec Doug Fir or Hem Fir 103 0116pe116ere shall have reach ranges as specified In Sections 1109.23.5 and 1109,23.b, c. 2 x 4 studs Doug Fir 'etude' or 6td '7 Parr UBC Section f 109.10 +5. i batter or 02 L Il. A clear floor space of at least 30 Inches by 48 inches shall bop rovided in front d• 2 x 6 etude and larger Dauglae Fir "2 i� of lavatories and may include knee and toe clearance. Per 199.4 UBC Section 1109.i0.1 0. 016, Inca,Ore, plates, etc. embedded in or.i, In contact with eoncrot0 Prase :r3atetd Nem Fir n I 18. Lavatories shall be mounted no higher than 34 inches from Finished floor to rim or lea Fir e1 F. Poste Dou counter sw•face. Per 1994 UBC Section 110S.101-2. 1. Gro&ebrldge or solid blo.�k at 8'-0' maximum o.c. For salla sawn Joist 2gx 12 and larger, 19 The total depth of clear apace beneath a lavatory shall be at least 11 inches of which 8. Framing anchors, Joist hangar, poet cape, etc, to be 'Simpson' or approved equal. toe clearance shall not be more than 6 Inchae of the total depth Knee clearances shall S. All bolt heads and nuts bearing on wood to be provided with a washer. be at least 29 Inches at the edge of the rim And 2-! inches high measured 8 Inches under 9 Iia. All nailing to be per table 2562 of the UB.C. Nally called for on the drawings are to bs the rim and 30 inches widen. Toe clearance shall be 9 Inches high and extend under the DRAWNcommon. rim of the lavatory a m(nl�rum of 11 Inelher, For IV9J- • UBC Sesetion li0'B.10.13. 11. Cutting and notching of joists not allowed. I' diameter holo may be drilled In the carntea' 1/3 CHECKED 20. Hot water and drain pipes axp0ead under lavatorla6 shall be Insulated or otherwise of the mad n depth All other holes w . ' diamved. _ covered. There shall be no sharp or abra6lve surFacee under lavatories. Per 1994 UBC 12. Studs may be notched In the lower 1/4 of tna height of stud far electric. and pl Ing pipes S+sctlon 110S.Z.1.4. but no part of notch is to be deaper than 25% of width of stud. Holes of dlarti t s to 1/3 • �, ?I. FaucMt control handles shell be located no more than 11 Inches from the front edge of-C. f of width Of stud may be drilled In etude but not !n center I/3 of their bel ht. the lavatory or counter, and shall comply with Section itn'133. 3elr-cls&In valves g SCALE p y 13. All member& 2x or 1066 i!oast dimension) are recommended to be kiln dried. "It remain open For at least IPJ 6ec.oncle peer operation. For 119d UEC Sanction Ilra9.10.1.5. I4. Sheathin to be <�PA rated with extericr glue, nominal size a n t e noted on .he drawin e, at II 22. Mirrors and medicine cabinets shall be installed so then bottom cf the reflective surface roof an' Floor 6f►aathing with free graln erpendicular to supports and 6taggar a point JOB. No. le within 40 inrhi0e of the Floor. Other dlepeen6orra shall have reach ranges ae specified Install wall sheathing either hor(z,:)ntal or vertical and block all edges of sheathkV th 2 x 4 _ In Osctions !109135 and 110923b. Pear 1994 UBC gerctlon 1109.10.8. or thicker blockme. Block roof sheathing where noted cin draw(ncge. Sae plane '&V irll , e-, SHEET _ e;hedulee. •• SEP 24 1997 Cherry Str 400 f3UP97-00384, SIT97-00029 4 of H�lrWi•KAMi"�y".Mrti✓kna..r-.s.s mr^sMIR-v. •.... s•...sir. ., .. ....: R• .. .• .: -. -.7.FM�n.'.:� '!'•:..a.\.!•.MMf.7q}MM:RMMY9.�$C'�41ldiCMJl11'IMYIer•.....y'RRn'„�MMIY'�M1i.n IMtAYliY171..i.�";�'�+.+,'I/u'! M�'�..::.M��/.Dn�1�.Mi'luwi'I1a',2�:�V •-..�.4.Ji. NOTICE: IF THE PRINT OR TYPE ON ANY Ili I i III III I I ; I I III I I III III I I III I I I I III III III III I I III I i i III III ill III III I I I I I I I I I III I I III III I l l l l I I i I I I III I I I I I I I I I I i I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I 17 IS DU T _ E O THE QUALITY OF ThE ORIGINAL DOCUMENT --~ - - - _ _ £ 8Z 8Z 1 LI�Z 8�, �Z t►Z EZ ZZ 1Z UZ 8fi 8i G�t 8�t 91I �6t 8I - Zt It - L tarraue Illi (Illlllll IIII�IIII iIII�III!IIIII�I I ( � ' I Illlll � l � rlllllll �ll ���� ��►� �� i�� il�l� ���l�l►�Ifl 11 Ill�lllllllll�llllllll I�IIIII�Ilillll����i���11�� I � II I �i�l��illlll����lll II 111111111I lI II►III,I► lull 11111111111111!! !�I�.11l�llll�llll! sill!! ltilll� IIII�Nii iiRVIS10N9 BY PROVIDE OPENING TO ACCOMMODATE A NEW 3'-0' DOOR > co REMOVE AND RELOCATE --- I \ I --- -- --R"'MOVE EXISTING PORTION ( II o c EXISTINCs RE-FRiGERATOR -- - _ OF COUNTER z I— — — q .- • ° ---REMOVE EXISTING RANGE I I O x `� U I �j --REMOVE EXISTING PORTION I I REMOVE EXISTING WA � ++ I Q� � 3 � �i REMOVE EXISTING PORTION -- OF WALL, COORDINATE WITH �: RE"10VE EXISTING DECK ASS WALLS--_q I �(�`�.)C J ^ OF CABINET AND COUNTER --1 Il NEW PLAN I JOISTS, AND RAILING Haul ( I I ,� AS >gHOUJrI INA I I I I I Q U s m ug NEW PLAN, COORDINATE WITH II / ----REMOVE EXISTING I I Z DOOR „ I �O LA I REMOVE EXISTING WALL I C>W \ �`1 II \ A8 SHOWN �� o Q _ IL _ _ *EMOVE EXISTING EXISTING WATER HEATER-- - -__-,-_, I I ----REMOVE EXISTING ( I TO REMAIN -___--�1� 1 �� w GLASS BLK WALL CABINET / r., EXISTING FIREPLACE I ♦, ._ REMOVE EXISTING WINDOW--___.' EXISTING FAU TO REMAIN, TO REMAIN m :' , REMOVE EXIST SLIDING ( ` REWORK DUCTWORK AS REQ'D I� � I a GLASS DOOR-- j � REMOVE EXISTING DOORSI EXIST'G ROUGHED-IN PLUMBING / I --f2EMOVE EXISTINCs STAIR II I I REWORK WASTE, VENT, AND :-REMOVE EX'gTING STAIR COMPLETELY + WATER LINES AS REQ'D FOR I REMOVE EXISTING PORTION OF _ COMPLETELY WALL AND DOOR CGO}QDINATE NEW SHC�.UER \�� � — _� � WITH NEW PLAN — - - T�'I i T F-7 I`7 fes" 77 Trl 1-1-9Li Li I I ; illllllll r '� _ I IIIIIIIIIII - -- � l � (r- -i1 I I I I I I I I I l l l l L_ _j L ._ L-i f- _.. _I .A _ S --� --REMCVE AND REWORK , OF WALL, COORDINATE WIITH �--REMOVE EXISTING WALLS I EXISTING DUCTWORK. NEW PLAN I I AND DOORS AS SHOWN REMOVE EXISTING I� EXISTING POST TO REMAIN DOOR I REMOVE EXISTINCs--11 II WALL I _ I , REMOVE EXISTING WALL _ I AND WINDOW, AND DOOR /-EXISTING POST TO REMAIN — or i I ( (� �I I Z n I 1_-1 V � IA— EX 15 _"_ � I T ION aE COND F—L O- OfR te _ 4 � I S 7 � . O O � f=L4 NBCHLE I/a'•1'-0' cn 0 SCALE 1/4'-1'-0' /X UJA�L LEGEND LL EXISTINV WALLS DRAWN WALLS DEMO tet`, 1`a4'�;✓1 CHECKED DATE J08. N0. ,.c 1. SHEE"i' SEP 24 1991 Cherry Str 7400 BLIP97-00384 SIT97-00029 5 of 7 • NOTICE: IF THE PRINT OR TYPE ON ANY �I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I 1 1 III I l l l l l l l l l l l l l I I I III V I I I I III III IIIIIII III I l t I I I I I; III IIIIIII I� I io��. 41 I � 11 ITIS DUE TU THE DUALITY OF THC No 3e „-� ww ORIGINAL DOCUMENT - - £ 8Z I SZ GZ 9Z SZ t+Z b'Z � Z)Z IZ UZ 8l 8I I LI I � llIIII � Illf f I�III6IlItIIIIJIIIE►IIiI111�11ti111t1IIIIIIII�I►11►I 1plllillll�lllllllll IIIIlIIIII ►11111 I9IIIIIIII111! l11IIIIIIIIIIlllIIIIIIIl ►III ► llliltI1111III191 11 I I Il Wl1�llII11111�Illllll� l llll L1111111111.�1.ll,.i I I I�Iwll 36' HIGN 2'♦- R8V1614" DY PIPE RAILING V CONC RETAINING WALL SEE DETAIL ON SHT S CONC PATIO I - RELOCATED KITCHEN SINK SHALL MOUNTED WITH TI-,E RIM 22800' FF E. I '� REI' IGERATOF< 4,_6, --_---- NO HIGHER THAN 34' AFF. PROVIDE 21' RL WIGW KNEE CLEARANCE, 30' WIDE, AND 8' DEEP. PltOVIDE INSULATED WRAP AROUND HOT WATER AND DRAIN TRAP. -- - �----- - ---- - C \"--NEWo 30` HIGH COI,�I �¢ NEW ?.& DEEP SHELF IIIII I30 HIGH J r F - DOOR C 1"f�D U�� I AND CABINETS � r 4'-9' VERIFY Q SIZE ST1'L REMARKS — DECORATIVE .0 _. OF F=N OFFICE COL 6 (TYPP OF3)1 3'-0' X h'-8' X I-3/4' METAL _ O .. ---NEW GUTTER '-fd' 2'-6' � ,� ANCA DOWNSPOUTS 2 2'-10' X b'-8' X 1-3/8' HOLLOW r �� ® OFFIC d N - EXIST 36'x36'x12' FOOTI VERIFY (TYP OF 2) _ GC7iJ3ULT STRUc� ENG FO `� < WW o cc 3'-0' X b'-8' X I-3/8' HOLLOW Z NEW ROOF, ENCLOSE UNDERSIDE `fl Q X EXISTING STRU CONDITIONS c4 cc _ I OF ROOF • 8'-�' WITH TTG CEDARr4N 4 2'=6' X b'-8' X I-3/8' HOLLOW � �; ?xb R.R. • _ `v �A+ dj EXIST 30'x30'xl2' FOOTI ; 3 2' 4' X 6'-8' X 1-3/8' HOLLOW 'r i� ?4' O.C. -- ? 0 _ r Q / VERIFY (tYP OF 2) �" �tl� � r /Q CONSULT 5TRUC ENG F > 6 3'-0' X 6'-8' X I-3/8' FRENCH °SINGLE LITE -__ � �-� Co- i=i _- L� J `D � EXISTING CONDITIONS � 6:12 f 48'x36' UNOWTRUCTED AREA / �- _ - (- -j fa uj A f �ti ( FOR HANDICAPPED ACCESS , EXIB C: ' TION -3 s � / �W� NEW a xW 312 WITH E CLR FROM 24'x2 'x12' GONG WINDOW CJ• C I I E D I I I E O �`<IatING FIREPLACE �B � BOTTOM OF FOOTINCs f"t 1,��.i L.. 1 W NEW ;Vx38' HANDICAPPED E 5T PAD (TYP OF 3) �- Q��� OPEN I C S Z - E T (VERIFY EXIST BEARINcs O 0 SIZE STYLE REMARKS ACCESSIBLE SHouIER ;n F� AREA) A 5'-0' X 4'-0' SLIDER NEW 6x10 FLUSH 4' 'S% - PROVIDE DBL JOISTS +�� �� ON BOTH SIDE OF STAIRS ��� < ` B 6'-0' X 4'-0' GLIDER - J - 36' H �.V+ a NWEW 42' HIGH-, ao I-�,4ND IG,4 _FED �� �1, I I 3-I/8'x12' G.L. r- 'r1a+ . C 31-01 X 51-01 FIXED IGH, 1-1/? ♦ ALL _ SAT 0 PIPE RAILING `� NEW 4x6 L _ -Q'° `� _ STRINGER 3'-0' 4 'I'_1 Irl' SEE INTERIOR ELEv ON +�` + L J THIS DWG �� -1- CLR -- - 0 '-8' 3'-I' DN 4NEW HANDICAPPED FLOOR-- / I-j UP ' _ -NEW 48'x12'x12` 1$ MOUNTED WATER CLOSET -41 1 — — — — __. — _ u I 15 RCONC FOOTING — _ o NOT 5: � 4 7 .,- � � � _.m _- - ;t NEW CABINETS I CLR 1. EXCEPT WITHIN INDIVIDUAL DWELLING UNITS, GUEST ROOMS AND SLEEPING, I `n 'i� I LINENS +01 i� J `�I�I� PIPE ROOM$, EXIT$ SHALL BE ILLUMINATED AT ANY' TIME THE 150-LDING 18 OCCUPIED NEW LAVATORY ,�� � 8'-tl' ,_9 1/?' NEW HANDICAPPED WALL MT� i ' / , LL WITH LIGHT HAVING INTENSITY OF NOT LESS I-FOOT-CANDLE AT FLOOR LEVEL. AND COUNTER �j I LAVATORY WITH OFFSET DRAIN, '10 '� - 3 -3 I/? \-NEW STORAGE r .r 3-I/8 x,12 G.L. (OaSC, SECTION 1012.1) -14' WIDE FLANT GOOSENECK SPOUT, AND WRIST- NEW 48'x1?'x12' ��' STRINGER + I� SHELF • 42' A)- SHELF F 0 � 9 SHELF I BLADE HANDLES GONG FOOTING `r 2 PROVIDE A KE'{ BOX (KNOX) MOUNTED TO THE. EXTERIOR WALL 10' ABOVE TCI L.ET ROOM -� -� x ? ' FINISHED GRADE AND ADJACENT TO THE RIGHT SIDE OF THE MAIN ENTRY `D W W 42' Hk:'H NEW CABINET PO&TION STAIR ALONG W LINEN WALL. AND SHELVING EXISTING WALL OF DOORL THE BOX SHALL CONTAIN KEYS TO GAIN ACCED36 Aa REQUIRED \--// x BY THE FIRE MARSHAL. CLOSET +� 3 PROVIDE TYPE ?-A FIRE EXTINGUISHERS`• THROUGHOUT 60 THAT THE TRAVEL - t C © WALL LINE BELOW---�� ; ;� EW 33'x33'xi2' Q� CONFr NG �'� EW 16' DEEP SHELF 41 `9 W/l3)'4'�i EW, 3' CLR C \�� � I BRA�1' AND DISTANCE TO AN EXINGUISHER DOES NOT EJCCEED 13 FEET, (UFC STD 10-I 3.2.11. 30' HIGH � FROM BOTTOM OF 0 1 0 I , 3 6 /L i FOOTING AUDIO Y"5UAL x C � TYPICAL �Xltir-I� /,,-2x4 FLAT FURRING (?) TRADERS ®r- OFFICE N O'P'T, -.NEW 6x10 NON CONTINUOUS BEAM 'FIC 3 ! R-=-� W 30' HIGH COUNTER I >z '� 1r M1l�' L&mN -'`t�v e B SPLICE AT POST?, L G�L�� * =1 15 1`�+L \.&I N rp OVIV, �.►r-10 -� NEIU 4x4 POSTS AND CABINETS OFFIc 9FVFZ IW6 Fl-aloes. PIL,L 1t., 710 *-+,�fi--a • 45' O.C. I J o7' REfc�MENT EXIST ROOF--- C i - �.,-, - L EQUAL 4'-'1' EQUAL m 05 " S IMPSON' J O I ST ¢� HANGERS EA SIDE NEW AUDIOVISUAL_� / `'NEW 42' HIGH . CABINET U / WALL W/WOOD CA EXIST WALL-- � WAL I NEW STORAGE CABINET DOUBLE j JOISTS /� z SECONh � © O _ fL AN -' e _T FL 0 �../ fid � L AN — — SCALE 1/4'•i'-06 SCALE 1/4081'-0' I i#— DOUBLE ,;olata 2° V-0, WALL LECgEND EXIF T RET WALL GLR b' NIGH I-I/?'♦ PIPE RAILING WALL NcW WALLS TOIL-ET RM W/HORIZONTAL SPACING AT 4' O.G. MAX TOILET r SEAT �OpEN- 3-1/8 x12 GL STRINGER COVER TOILET — -- EXISTING WALL$ ATTACH 6TRINGERB TO CONC DISPENSE 36' T15SUE PAD W/ SIMPSON LGB44 24 36' 12' 42' DISPENSER NOT 5: x SOAP ---� 2'x48'xI2' CONC DISPENSE , �---GRAB BAR I. UNDER THE PROVISIONS OF CHAPTER 13 O TI 130'13,aaC, SEC ON ANY CXXIPONENT PAD CHANGED SHALL COMPLY WITH CHAPTER !3, THEREFORE, THE FOLLOWING REQUIIQEMENT>5 DRAM 12'x48'xi2' GONG -'' - . - "" '�""�' _ - MAY BE REQUIRED. PAD ATTACH 2x10 OR 2x12 rREADa to u � � o � }= CWEatln STRINGER3WITH 'SIMP!3CaN' TA 10 A. WALL$ - R-13 �.� NEW ?1 x?� x17 WITH - — _ lr �. DATE l'1 -4'8 EW STAIRCASE ANC 4'TuIO-1/4', R•7') C `n B. ROOF - R-M { �, CARPETED TREADS INSULATE - ? C. WINDOWS UO.54 SHADING OS1 HOT WATER D. LIGHTING 1.5 WATTS PER SQUARE PER FOOT C. PET f }AGARO i8Al.E IB° 2 SUBMIT C )MPLETED ENERGY COMPLIANCE FORMS 5A THft 5C, C>REGON NON D TI • C. _ T f ENERCsY CODE SCALE 1/4 I -0 3 THE STAIRS ON THE FIRST FLOOR REQUIRE AT LEAST ONE HANDRAIL EXTENDING �$•� �� eNEL�t THAN 12 E3EYOND THE RISER, OSSC.-, SECTION 1006.9.F F, �-� _ U.0 . i . V t - Q 4 STAIRS TO THE SECOND FLOOR °$HALL COMPLY WITH oep.,K:, SECTION 11M.S. { SCALE 1/4'.l'-0' SEP 2 4 1997 Cherry Str 7400 r L,uP97.00384, SIT97-00029 '1 of 7 �.... v... .............wY•-rY•YIILMW....w...__ ...... «._.-_ ,._ .n..........wr.'-V.'•r...�1wMt.. .....—...... .rr.+.a1111rIr,AW+:.,.rWrMVM. 4111iYM .r. rwllMt rv4waePtu.m.. u.r..a+..ba/0M/.r..,. .. ..«.. v.Wli N'1)y}t, t{/ -.•M.• I _.,.., _ .., ..:,-......_.__ _....- ,^_, .. .. ..,..,,..,. w..,wJr a,..o,,..+....,..»..,.. ..w..,.. .. .. _......w.-,,._ , . .,•..:..-,r..,:...awyas-.•.. .;..„. -_ ._. _..._ NO-TICE: IF THE PRINT OR TYPE ON ANY I I I I III III III III V I I I II II IIIIIII VIII I III III III III IIIIIII l l l l l l l l l l III III III III I I III I I III I I ! IIIIIIIIII III III I I I ! 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