The URL can be used to link to this page

13920 SW PACIFIC HIGHWAY-2 i t k d "W f r J. 4 6 j y �� : - tlrra^;«+.«r C+' A^ +•MlaMrtlfYW�Y7iW"W'•✓• w..,wM•Wr•YaHii .rr+rwM+w,..•w.w....-.wwrWwruww.r+I�•M+MM'WWY �•M'�+i�tM•+� ..t�.l«.n ..uai.+wwl.c++w.,.._.,.. ur++4rWr.•aw-.. .;, ��.. - .. .. y�ywf,ln+.: ,.wM+w..w...+i+.'N..,..,.,w.,.,,w,,;,,;,.....,..v.....,.ri�y�s...1...rr............w-w.,M..w.'nv...w,.-,•«ti++wr..w.+.w.,..r�.»v..M...r.r..-.:.._ :n.r.+..r-- ' 1 .. .,... . ,,ray • . F1, N M O N i►E c 'b'5. 006 C4 M sy. CITY OF TQ11N o co NGd u a ►11 u� to 0 E . ., ao Gt v 00 M j [� z l� z LIitJ Z Q I�a z VIE W OIW ►- U. U 13920 SW PACIFIC HIGHWAY TIGARD , OREGON c.� L•1 CODESUMMARY. DRAWING INDEX : PROJECT SUMiViARY . � �IAiL PROJECT CONSULTANTS APPLICABLE CODE: oOvE[iNINLE AGENCY: ��„i5io�, �N��k i OREGON 200.1 EDITION STRUCTURAL SPECIALTY GOOF,BASED ON THE 2003 INTERNA110NAL BUILDING CODE CITY OF TIGP": I ITL[ ;8 �a a OREGON 2x.4 FIRE COD[BASED ON THE 2003 !NTE"IATIONAL FIRE CODE SITE INFORMATION: OREGON 2O(J4 EDITION MECHANICAL 51'ECIALTY COIR,BASED ON THE 2003 INTERNATION MECHANICAL CODE C OWNER: : OREGON 2605 EDITION FL.LIMBING 5PtGIALTY CODE BA5FD IN THE 2003 UNIFORM PLUMBING COD[ pM.(1►i PARCEL NUMBERIS) 25103 DD-01201 PROJECT/CODE SV MMHRY. EE. R: OREGON 2305 ELECTRICAL 5PE::IALTY CODE BASED ON THE 2005 NATIONAL ELECTRIC CODE,NFPA 70 GOODWILL INDUSTRIES OF THE COLUMBIA WILLAMETTE 811E AREA: . 1 13.7 • 13880 0FT (2 PACIFIC HWY 1843 SE SIXTH AVE. PROJECT DESCRIPTION: sn•E AREA: 1 13,760 sa FT (2 61 ACfR51 PROJECT CON515T5 OF 0 ONE STORY PRL-CA5T CONCRETE BUILDING, CON5TRUCTION CON515T5 OFA A0.0 PRO, =CT!CODE SUMMARY INFORMAT•JN PORTLAND, OREGON 97214 SLAB-ON-GRAD[w;CONVENTIONAI ;OUNDATION FOOTINGS,FRE-CAST TILT-UP CON%ROTE PANEL WALi5,AND A ZONING: STEEL J0I5T�GIKD'R5 ROOF 5TF,UtTURE M A BUILT-UP ROOFING MEMBRANE INTERIOR BUILD-OUT(PER PLAN) ARCHITECT: INCLIICES METAL 5TUD PARTITION WALL5,METAL BOOR.JOISTS AND GYP5UM WALLBOARD A5WIBU[5 :•) ZOITE MAP DESIGNATION: C G(GENERAL COMMERCIAL) TH15 rLRMrr 3ET INCLUDES COMPL.FTL t RCHITtCTUKAL 4 CIVIL CONSTRUCTION DOCUMENTS THE 5TRUCTURAL 2.1 COMPREHENSIVE FLAN MAP DESIGNATKlN: GFNEKAL COMMERCIAL OEFFENBAUGH 11, ASSOCIATES, P.C. COMPONENT5 ARE INCORPORATED INTO THE ARCHITECTURAL DOCUMENI5. CIVIL DOCUMENT5INCLUDE ON SITE SITE DRAWINGS �'► GTWJWGiDRA',JAGL AND UTIUII WORK. 3.1 PERMITTED USE: GENFRAL RETAIL -5ALE5 ORtNTED ��_ 38R STATE STREET SE - SUITE 840 LANJ5CAP".PLANS INC!L'DE ON 51TE LAN05CAPt 11 IRRIGATION 5Y5TEM5 AND AFX ATTACHED TO THE BACK OF Tilt LE , ORE 0 SALEM, OREGON 97301 FTF.M1T5f.T 4.1 OFF-BTWETPARKING: _ A1.0 DEMOLITION(EXISTING CONDITIONS SRE PLAN A NtW BUIIDING (GEN RE141L-5AC5) _ A1.1 ARCHITECTURAL SITE PLAN PH. 503.385.0222 BUILDING CODE SUMMARY: a- �t FAX 603.1386.3131 - _ -- MINIMUM PARTING SPACES REQUIRED 37/ 1000 2!.r.53 50 rf / 1000.3.7 -80 SPACES A 1.2 SITE D�Ei AILS " �� CONTACT: RANDALL RiSKS 1.1 CONSTRUCTION TYPES: V-B MAXIMUM PARKIfJG SPACES ALLOWED g ! / !000 2 ,653 SQ.FT / 1000'S 1 - 110 SPACES 2.1 OCCUPANCY CIASS94CATI10": M t r-I PROP05ED FARJUNG 5PACE5- 105 5FACE5 GENERAL CONTRACTOR. OCCUPANCY Y SEPARATION: F-I M05T RE5 NONWARATED USES USED SECTION 302 3 !) STANDA T 3TAU 5 13 5PACE5 CIVIL DRAWINGS iMP COMPACT STALLS: 13 SPACES C LCCi PENCE CC1N8 i R'.iCTIaN, LLC 3.1 SPRINKLED: YES ACCESSIBLE STALLS: 5 5FACE5 ------- 2720 CORSET 7 /AVENUE 4.) ALLOWED NUMBER OF STORESIBLD0.HEIGHT: I STORY,45-FEET G(15T,BUILDING(MOTOR VEHICLE-RZPAIW � _ _ C 1 CONSTRUCTION NOTES PORTLAND, OREGON 97201 SPRINKLERS USED TO INCREASE BTOItlEB NO:45•fEET. I STORY MINIMUM PARFING 5FACE5 PfC?UIKtD 7 0/ 1000 4,620 50 FT / 1000•2 0 - 9 SFACf`_5 _ _ C2 EROSION CONTROL COVER SHEET PH: 503.2Fe2.3A02 PROPOSED STORYALDO.HEKJKT: 1 5TORY 23'•7'MAIN BUILDING HEIGHT PROPOSED PARxwG SPACES S SPACES C3 EROSION CONTROL PLAN E = 34'-4'CLERE5"1 ORY HEIGHT FAX' 503.•256.3684 6.1 LANDSCAPING i rAwD REGiIBME1ENT8: __ C4 EROSION CONTROL DETAILS I±� CONTACT: BRIAN FOISSANT CIVIL ENGINEER 5.1 AREA MODW4CATIONS:(LBC SEC 5061 AKYA5 OF TAME 503 P[RM'rTLn Tv BE'NCREA5tD DUE TO FRONTAGE TOTAL TNG AREA _ � C5 GRADING & DRAINAGE PLAN J AND AUTOMATIC 5PRINKLER 5Y5TEM PROTECTION 21•653 50.FT. C6 SEWER & WATER PLAN y15TING TO REMhIN 4,62050.FT. WESTECH ENGINEERING, INC (EQUATION 5-1) A�- At At 1F1F + At 15 To BE KEMOVrn 20,835 SQ FT __ +� C7 STANDARD DETAILS _ A -A1lowabie area Per lic,or(ware feet) 100] [00� LANDSCAPE AREA 6.625 5G FT _ �_.. C8 STORMWATER QUALITY DETAILS 3841 FAIRVIEW INDUSTRIAL DR. SE, SUITE 100 PRO�OPP05E� 16.625 50.FT C8 STANDARD DETAILS a SALEM, nREGON 97302 A t --JCu1ar arta per Rcnr(Table 503) • EQUA(ION 5-1 REQUIRED 15%- 17,067 50. rr PH: 603 385.2474 I - Area Increase due to frontaw_ MAX 54TE COVERAGE a FAX: 503.586.39841 LANDSCAPE DRAWINGS I - Are:Increase due to syntiLkr protection (8 5001(2515) Ie,500)1304951 ALLOWED(MAY.) 8596 9b,71 250. rT CONTACT: RAY ENGEL ' 200%For Multi-suxy A,- 8,500 50. rr +r- 100 ]+ [ 104 ] PROPOSED 96,253 50 FT 300%Fcr Single story L BUILDING AREA 4,625 50 FT 015TING1 L 1 LANDSCAPE PLAN �1: ELECTRICAL DESIGNER- (5.500 50 FT) -(2,125) +(25.500) IMPERVIOUS AREA 65.355 50 FT L2 IRRIGATION PLAN r MAX.BUN DING AREA ALLOWED: BLDC y 0 ETDACF5V t THE STONER ELIECTRIC GROUP Aa- 38,125 SQUARE FEET 510E 20 rtrr ELECTRICAL DRAWINGS 771904 SE OCH000 MILWAUKIE, OREGON 97227 P: 603.462.8600 FRONTAGE INCREASE:(IBC SEC.506.21 BUILDING WITH MORE THAN 25%Or 11;,PERIMETER ON A PUBLIC F: 603.1(69.4988 WAY OR OPEN 5FACE HNVING A MIN.OF 2.0-PEET E0.1 SITE LI T-664 ML. INSPECTION REQUI"E'l) ! ' CONTACT: DAUNE LISUSKI Et�u4norl 5-2) r !r Are:increase due to frontage 1I - 1001 _0.2g� W 8tatB at Oregon Structural S Tial Coda 10 - LAN DSS TAPE ARCHITECT: -51dg perimeter which fronts a public way (SEE CODE 511E PLAN•FIR[,LIFE.SAFETY PLAN FOR BLDG,LOCATION) VICINITY MAI ❑ Contretb•nd Reinforcing Steel or open space hav,ma 20-feet open min. a EQUATION 5-2 ❑ 3ott:Inst311ed in Corlcr/t6 CHARLES MANGUM AND ASSOCIATES P - P-meter of entre building (5rr CODE 51TE PLAN FOR BLDG.LOCATION) Wr T,p�., 5144 36TH AVE. BE ❑ Snociai PAcrlent•Reslsting Concrete Frame Q W -Width of public way a open space,n W ulcu4tlUr(IBC:sec, 506.2 I)exception: SALEM, OR 97301 accordance wI section 506 2 I w130 shall be permitted not to exceed 2 ❑ Relnfercing�toel a Prostrrts"lg SLP6'7Drltl4f►5 Phi: 603.364.1240 W 51ust be at least 20-feet and quantity W dwidevi W CALCULATION FAX: 603.3246 30 shall not exceed 1 where W vanes,Long CONTACT SCC FT TANDY permeter.Equator.5-2 shalt be based on the Perimeter of bid., 4 60-0'or mare - 329'-0' �"J 1"''_l!_1_y„ �\ ) �' - trtrf� _ ;] "Itructurat WC1�Ing � Uj W weighted average. M a /C' „ \ '• r ; ? L' High-41reruth 13j":ng O 0 60 _25 t7 29.77% � - •t � � Q ` ,,,� � � �� ❑ Structural PAasonry 6F3'-O'(pennieter of bldg) • w t � M I - 100 329•'0' . 0.25 z_ 77 M `` * � f�I 1 ❑ Reinforced Gypsum Concrcto pp�� 41. f [ LU 663'O' ] 30 - •'. - �� O insula!ing Concrete Fill Uj Qr� 1001 f 25) (0 99)- 2595 Increart �F. s i V M ♦ _ 46ft O Spray Applied Fire-Resistive Materi-.': TOTAL BUILDING AREA: 1 •~ A "� ` �, ❑ Pilings,Crillod r qrs and Caissons 21,863 SQUARE FEET _ , 1l ''t sss i ❑ Shatcrete LLA _ T Cl) Eycavati0n ar,Li F4!!irj ■ e v 1 i SPRINKLER SYSTM: AUTOMATIC 5MINK ER 5Y5TEM THROUGHOUT.SHALL BE DESIGNED AND IN51 ALLED . �� ❑ Smoke-Corltrol SYFtcmt �a `�4` IN ACCORDANCE WITH N.r.P A./13. FIRE 9PRINKIfR CONTRACTOR 15 RESPONSIBIt S r m �T� r �Zy�' ►rx.r•xxp. r FOR PROVIDING DtSIGN Or THE ENTIRE FIRE 5PR!NKLER 5YSTEM BY A REG15TERf0 STAT[ �y ❑ (Other In11fICllOnf3 OF OK)'GCIN FIRE PROTECTION ENGINEER. FIRE 5PRINKL[R CONTRACTOR SHALL SUBMIT J `• (�� _ - ----- ----'" PLANS AND CALCULATIONS TO THE BUILDING DEPARTMENT FOR REVIEW,APPROVAL AND -- r PERMIT- �� - -- \� __1J HwAI D ITERRED s� T - M^"Mr.% 11+Ys Sprink1w z �� Pin Alarmr 1 � sew I Plumbing -� 0 } r _ TrtaeF.�Rllkrring dttxrlt Ihuw Lig, , .4t MY OF TIGA RD Ll. Conditionally Approved . Sot Lralfeeto:Folbvr• ......,I Q Pettit NtmibeeAto�rJted 4. r. Ad�Irex1:i.oillfi/ z 0 OMCB COPY h t]ESIGN RJR DR$AM RFA JOS NO. -651 !~185 Cl*Y OF T116A1141 A/OmeM�.�,Mdp/J�IP_6..+�[T.vr._... I DATE 1?..12.08 C.nA1NOntICy ApprmyA__•_.-....- S': ►l•only thp vol n de nC•d c PE1gMIT NO j' ^ . :. f+ I ala LNla ......... ti iM o rr ^i v }r'vli:%Fd A�t JU►A ............ r , Dam fs • A0n0 s p Mrd Ir A G:\D►swMtpsiGDODtMILLtL+iurlbylNlNnrutE.\TgrR11+>doutaelbcvntatb\5LtelNbthPetrnK\OS1fSS G_A0.0_NOLAtp,12/17/2006 7:4a:3o AM,HP[)]5(b�Id ON- .. ,••moa. Rill -'k4 Ctl1 I I I 1 tl II tui III�un1lul�nu lUl�In I(n�lln liu�un nu�lln tu�un I I�Ilil �iU1IILl��lin t Ll�tln I 1 I tli�u!I Illl�u �tlil roll li u y uLPOIBNmG t 1�3�1 f? IIA lit O $f 2 iE iT?I 4 �1? Sri 9�0 :amh. t S; 1Wr A] F1 1( F) I 111vi I UT )D, Ir F) I AaT I tj F r) (71111 I 1 1114 1 1 ; or 13 1 Wr I IFm Eli1r.. { Ma ... ... ... ,. 1.F.I.. t! X -- W yl��.._�-_ yu •� .•.. -„-aua„meee.•_mom-:zu-_m.�e-.:..ye:�._.re>:�su,rro.r.. n. ..-..r_as�nw - ...�•n..swaz : - -_..-.__e-an��_-I_...:cern_- �:'. -__A...t,.�-.tea_ __ .. - �. �._.. ... >sxi±Y1 ._ .. ....,... ;- ....a�>�«xr�.fxr 1rA,n.-•z - - m..�-v..Yn2,"-fae.�®�.-- ra.�id..aa�..�..:�w,r e_Jew,y..i.s... -.,�'-Q,.0 d�'Ya r.+l,l......a��.Y.s4lYL":� t' •_ .•, �Rawit.JiaraWaai wr.ti.w.. ...,i_.+._•w..rcr....•w..w.wr...-.wwu. -- r.•rur,wtwi6 •.'. . h,.r.. •. .. .... -- ''wLYu..n.u.'.,$wxrM-.i.tMuYr.,.1.w.LtWWIIYG.:,dA.aY,Yfu_:_Ii..WviMYLLw'M.w+ww`_ •• _:`•.iwJi,w Stiiwl YLJrWM JGA.4++..:ii.+YYwL w.u...w..1L_.'aiww'rwlvJlau_.R YMyY...,IJJJ..G"1..+.-J..YLkY.Www.Wt„a,wnr.N-w.,YrWu✓«:,._........ .. - ... ,. � .,•. .... .. , : .y�.,.-,:. .:..._..us awwY'.w,r..s-«:.,•.ww,-r,i�r..w.4aa....Ys+trYib...i,:a...:uw+.r+..,w:iu,.w+.rsrw...,:.....'J:a.l...w�r>..•:._, -,•,+Jr...Ww. "ttiY'.+:�b: ,.. -. r KEYNOTES : ... • w ExWvoa GII YMIAY A 1110i TO Di' W40AW /140 PU-C.W%~ MR 11111IF"F"OIT O" &m8CAPMGATiOIM. 410NTV PLAK OMT AW MOR ADDt NOWAYM / ��7 / rA ago ago C� DtIwTM�a ei41•FLAL•'1 PAvMD 4110 NM&K AMO' r M ALrONS SACK SM CP"X TO M P P M H" ; ® 9X16 LAS SPPW LflilNOV All P"14GV1DM TR` " i'�VPYR MXMTSWi DOCK M.AiM i l►jO / , a� v / g N� APPROXIAIMTf LOCATION C. 5 ' l.4 (R3) : ,� en OWWL MCN M10W AND LWIL N"40"L ALK R CA NOTMA11 LD. �; / 4A r 7'1 °�71 14UST AND SMIRAkl" ED, BE TSP k� 4) � r � M MUST B£ FIELD vf-R1F7EU, �` ItE N-S Its 1�A• p1 � r ' � TIO LOCATES S ?4'12• E, 0.20 'Q_ 44 ----_ PP7WTN6 •nem To Ill gt AlEl1:116w , row jr�-W lg•MyL M M MO C.OIt'CFNl S 89024'12" f 245.52 ?44.f8 R3) _ - s7o r�_ �`! s� V / 273u IV, 7.tjXa-fba IWW TO w P.SM AAV MAT P&PIORT PfM ADOt I�" WO1ATSt7K --� y - TINia CCHC�IIlTE PEXT'Ir1DW C M TO prAriovm IN 11`S 047VWTY. R f,Y/ IE � J7I . Kr �� Q X�i \\� 3 y BENT, L/7 Z 7108 EXIST1,NG BUILDING �� , Lo► � � s �-, Z /A A OR 1h / Borrow c j Od�Tf49 c:ONGIIT� CLOW tD MI�1Aird &M&MPLA► 4�T L!FMR DDt N�1lM1ATKJK <�V267 M ' - / / ,K I MDICATPO!ante tlP mijoma Cu'1C1L rTwok, SLIM 01JIL.000 DPPIMM MON P'Llr I1T /%/ AIV Mi-IOAil. / ,o�'/ (}J1 ! /� I N ?� 1 WBCJ w a x tY�Tt�w 10 lx Illth�7 N 1�Paasr� / / / , }, Nr w-_ _ - �.: s' SS w�'s' -=� - • MXgTNc4 6u�e4LAL , �. ,.. SS-CO ._____. 1 c YNCH CO � - i1T1L PLdI RIM _ 273.55 v \ W pCPM?4A pRIv,ILAv APP t,_-) Mg pWioveD IN ITS 00 PRA�W04M B UW �TM�POR All WOPMATION, 44 / � r r , � I£ our = ?7?.75 � o � ® T AU AIIPD RIOiL1G , i / w F> E r � S NXWT1it71 OWID a 4DINllu A AySM, TO OM RRP+Oti=POR f C)ItlV AYWOl 0430AMPlNd /$12 / / / ` � r r AMCWTUCtWAL OWTV PLAN•MW ALJ AND PIELPG AGILITY PPPIR'M' MM006 �j s 1 POR ACX)L MA�OIRI1ATiOht / ! / �. rdW ___ _ •__ _ _ _ j �r�r !- _ . tl � � moi. T GATCII M�AiN AND Ut'lOL9NOAIOMD BTOR1•t DMlAN LNPr TO!�!! ll�•N?vRD. CAP �� / J �• ?,y r I �,s�' •••• -�•,- -'�--�?- _ •,-- ,. W ® WX*T*a 6 OW WATUIt .01r - ' I T LIN At NvtR'I' WO W(STWIS CATC64 ISA"H TO TM 60JM• / t Q rr - lPJCSA7!JCti DOr'PPPIITW-- WAYM P11L?%W&TO ISI! pW4oVW &#VuAMR LbW CrAPPRD MI I . 4d D. 41vI i ' r37I 5/8 Irl (P 1) _. C:iv4. NNti+�DRAIL906"AGOMCMAL. WO"RIAMN 00 411 NW t ATW I•!Ti!!e Lor Til � �,� q // �1 /HELD N CONcRErE •rte---- L 6CCl6TNf+1 3476MOMO NPS! SPlJEVICPt WATM LME AND PDC TO W PMPIOvM M IT•0 HT1"- ~ � \�' PPXlrTtda PM 4oll WATlM LM TO IND•IAM4. M P6 WIC P41l FM 00#MbIfa6 /`' v y0 / t�/ �.y . ` my W nymcN V4004lt9046 FOR ADIL�ITIONAL, MOIR•MTION NNiO Nm PIIS�MrL11Y LAYOW. � •(� ' �� / � 1 � k � � � 11 I ` . AMt/Afl' � , , 1 1 � O � T32 M6T10 PM W YCORANT TO BE 111 NW N i" W1 WRTf. , ,\ / 7 j / ' 16 s:as s as .ct ` .� 6 PROPERTY ISN A�MXI4TNJ j M Mmr?M TO PPIM We.K qo N fps E riga 7, MKOTM tW LOO TO NWAN POPt Pl-410010-IJP �� / / �� I _.� UNE- POR NPIW OIIILt>M49 COCJ11uNATPi WPTW LOCAL NW 11AT1<ARAi.CtA�r ZO-PANY TWO 64UT-OW AND PW- Q , \a._...e _ ...r.. �s a...�s o.... `�•iA _••� i��11 SSS-Co N ! F31 _ •--� W011i OP nI=di GM4CM'POR TAM NW 013 "ll ` / / -- 1 I . M,,a r 1 -DOWN 00 � , t(» RXiiTM4b&*VARY MO t t� LOM TO l".X'�bTl4tb 14WLDM TO W N!'1C VW TO K)OTN&CLK*4aff �• � . ,bhp � / � `�. � N ! a HELD '`/.' GOCI�NATE Pa'-HOCK_LP AP til!SERV= LOM TO KXWTN& US MARIWO M.AML / �l�e•\ / ! �` I (� 444W Pu POR ADu1710lLAL lIPOIQUTWK A SEPARATE PL, IMO PI!M041T FWA)H TM CPale F T PO J 1 (� � OF RLLtl"O CAONTPACTOR IAP PsiP: v /�'G �' ! tan 70M CF ON' OLW.DM•4M DCPARTr'1Pli �f`WILL 15!0!l6�11IlC� � �/ U LP 1 `..___�._ �._____ ___..-., � ! M � q - 287.5: �T. / I 1 1 �"` I + u 3 I i 0 I D04Tm Ovws AD P+OCmLilli P: TO OL" Nd"OvW IH " (�N1fff 1 Y_ COOlaD9NATK w trCJRTL- W" AL ` ` I I ( 1 - / n 1 Ta I i I I r7 40 k MDICr17�s AAP4LA1_T &W W LNL aW A�fl"TPP1-'n1RAL WIT! PL*4 AND GIvB_ &V �� U / \� � �� ! ( 1 ( I I �1 ( tl I \ M fz j V 11OR Aoorrk7I & *00O IAMU 1 ` 710 �� ---t--'--i---I-' > Tyr.- T1T. I 1 I _� 1 N ! � � ■B PDcMTQAs .4411"144L T PAVNCr AM�cs r TO IlPE P1lweovwa AS IC.LNI!'>POI!oLa.DNr�AND Q !` �� Aulwm Wdr, VM PLAN,S44 MT AI.I POR ACYsTW AL. PO ORMATIOII / / �j � I �j I I I 1 1 I I I 1 I I cy; ! s I I I 1 ! E 4> j PMIAT*a OW_6TPil�"T PAgi SIM?P11�L0 To EW PkIl 0'V�.D N IT*ENT14 �Tt'. E 278_ � 1 I I %"w# ' �3 .r GSA ,/ C T� 40 t)diTNG � OF P'A.1/�l�iT TO BE !�'10►rP�l'G'1M IEA41 t�iCl9�i. 4i'.! � R•'4'E ! I t co � - �f &MT AU PC1Gt LL+OITIOA�1i�L A}�G7FMATIAK , / / / 4• I tl a II I � COTE: 1 117A� � P�TRG STOW DRAM CLEAft'XIT TO W lWil I,a�� N PT'S' P9dTPIdai / / S - W V u` a SEE BLDG . DEMOLITION PERMIT N � ip��,p£R,�N (D a � -x`27 TYI! I I LINE l�o (V 7 gK*T*r,a MT W A�CLEAP1 AIT AND nRRJLIC S�kPER LM OT IMUK / / 6 I , 11 11 I I I I ' BMJ 1P2006-X00465 � � �� ;o f (,� z -- I A s 0cx0TNM.AOC�Ps PAMM GTA"64 64 TO 10 N TIMM OWNWY- , / I ! ! ( � 's I I I ! `_ ?.87.82 w ' t�rrOM OF oNr / �� i( I I S 1 I I ! I 1 T12 ' 1 I ! q� MdATNa P"!M7 IMCIIl/1P�TO= I!'fr�VyCi N mt ePTgE7Y. I I I ! ( I I -� I I I I I I / 714 i I I I I I wy DwTPN�w11LEe7Dc To P�lOrlD P►4 1T'!ENV M1 -1--"' 4_- '---+-- --t-- -f----+-- I i wood w - 3' CLF IS E. 0.2 OF P z 277 m MR m 1� =! mm ! of w i w m � m q PROPERTY LINE O '=w ,. (, `� ------- .Ao_.� .... ...--- ----= ---- W ,.c: �== m �.d >sc a 6• WF IS ON Vi I ! PROPERTY INE ® � 0 / 1■ • ��wel Its *__40 SD-iCO ` C` I L I I I U. �,. O.4? (HmaDMRJ) 274 ° ° L v 3 a N 89 54 29 W �, �- �� `°�, -- `` L °`y - W p0N OF WA LINL Lu YID a IMArE � 0 C`\\� w - -___�_�I i r2 uI � �lJ r19 , 1 T20 q T21 M ! 1 ! I I M N o a I w `„�.� I I 1 i 1,.-4 � � \�\� l �4 ,0 ?�' I -----1-- --�F ----}----I------�-- - �\� f I -4-- � ._-.} ----rt-_--j__- - - --j'-� 3 1 t Z 0 UP •,��' `� r I ! 1 ! I I I I 1 1 `Q ° i I �. � ��h ,/ T18 *ftxoo 1 ID Q , _ ftw eorm� of � ..al. CO g _w_ -.[� 1 �, 296,50 j i�1i *or 71aw DEMOLITION NOTES. A 123'3, 4x mw ovaRaw _ M �� I 037914 W.C.D_R. r�, �" 'ate., rPt1a, w.c..G.R �� ` �� 'O ;' WF IS E. 0.4 uj � 0 • 74D OPMMPI4MN�Aw DIM'IOUVICH A V VM PP1M WATWH��PiK A I R>-2 1. / _"'"' rT'l',�Tsa/rl�oPr�IeD pMl7GI„ItrPL9A4�NWi•L P10E"1AD�s�T►a � 1 I I I 1 � I I I I ,�...ro � �+...,..,�,._ l...._�""_ +'"'-"-�'- -�--•�•- -"''_!�, I � h PROPERTY 1_lWE "' ' Lw43.40 I I I• I ! I ! I I 1 \` ! I i`� j I ! I i I- I °°k q l / I,YMCH C8 � 0 0 ad"wal ro THu ,I alli M mfffm m G�3T. r ! ( 11" I i ! I I C� AW 000VIM0MM CP T4E APIA TO 00 vim.TIE t�: T " W I I I 1 I ! w I I � I� I �I I R� I q Lq -,�.-__ p � � E OUT?= 1 � � SAM"e1110"RY C�AU104 AsroePAM Pl ArA Zo G'P. N 2 .3B am ANR'IOI,rnom OP 41fr CCc1TiCM MN4 04 MPIAMT CAAIfORt 11.4 � I 1 ( I 1 I I I I 1 ! A 1 ! I�y I � i ( � I i � �\!� I N � � �� '� BOr1t�u � � d ZOLLAPIX OP AM' THE Iw111.t OM 10 • $ ! I ! I ( i I I I ! ( �I Ip L. _ ...�..�� ,..� .,�.. 1!+l�.AIy1Ml� ar , 1 Ao11 A V O wt umil^r � �'!�'!■�i■ �••••w . � a u r� O y • Alrxao O I 4. �sAa du►Tmq,4II�IIIIM! �•. 110.03 • ..■w.� ~'. - - �t�IAt arra 4P41.C�1IPMd ANY ASA► raRrc ro sP>� .IawID� -�'- L�IM A .''_._".,,-- �-. >' N 9 X4'29 M a7��' r 326.w114 R.3) ,_ -- -= --- - - vNu- -- - -Lam oe�m CAMP.llwtlT cI*r:1R Pwvilim'u AS jN �!p" lY. � p ONG =4�pe ._ ---0' r s 17�t111p#Nt t�Areir T1fP! t �f�M'MCAII.�, _ _ _ -`_"�'-. �• - e OIK a T lMC� -- ..-..� 1 - -- - -_ - -__ RMN AM/ (M1A111� *war=N NMt!r PR"�1lM�,Tom• =tx+R Tr+et ----.. lro- � 12 - sOr IO STRi�'f C8. � J.32 1 - - - ,SOLID 041rE STRIPE �Iprr, . 1r T141;1 II�l1COwRiO►4 OA7QIlK M TC>wt 2111NN L 041114 70 P'0 CP OUCH MUWPAHM M�4P"PA/'.�it OR SULJG 1MFfr1F 7b" TTOIiI _ , PI/WO 04A�LL PP,My!�{p� OM � nE 4AZAMIP'✓ , "~ 2 �. G -.� CK 273.22 - • .O�tl111 fI I'4 INA'I.Go!"I mime wT oPI�IPjm M ------_, x• I - .2. 0 �• 0 _____-._._....._... �" G \ G -------.._ -t4 _ - 8. � _ AW - ,779 _.-._._8- SY �-- tl• S�-3►----IIE M (N)� � DA Amm ItINM ALL OW MO LAT01 m mAy ALL lourpaawl � __.�....�.� , �-, � ti.�� -�_ � �-a" ss �------- �"J l� sv l») � lsJ � a7 � -r YELLOW sr�rP� _ -� ___ � M n�I - 2 - _ - - - - - oma Pe of Oft ALL Me� 011M"a To�IIALV* M PN TIE ` - , , ._ --- !�� SS- ------~- - ---�p____ --___- ID WH/1F 51Ft1PE Aj �� 271.E w -SRUJ - • _ - _�.OUI = 270�a,2_ -- - ---- -- Pam To DIMOLMCIN "� s• SS '`�t9 "."_` -� . � w---._ _w-,__.___.w,•N• w ��i .� -- -_-�a4 w• � _.---- .�c�Pio. �of _ Y' 8aA5S OISK +OL1�1►,•M�lw9► ��oetPt>�e�►�. __- - _---. w w -1e w--- sOlro rtccaw srFrr ��- tf�►T4 �2.�.oa I _ N 49'34 2A W 348•!13 ( 60 RI) t 4! w -�' l s' w w flI7N"A owl ____ �t7_,. -- ) _ soul w Sn��„E�' 3 STAMPO A5 SK M1w AS I�f�i1p n ,..�. f' p► 1B� �,.•,-,,,.,..._,._Sll AELL0w C'I14t�P4E �► -' _ R4 , IN L.1'tl�tlf ��IiA61►1111�i ��» M!AI'!1t' V�'"1 L.J -'r--- .. n _ --_ - - _- tw.. "III ��i DUN L/, • G - Jr3 C __ 8" JIG �• w (�BOX s ISI Au.I�var�nalPrs�•�Isltll �!v� _�'...._-_- a � _ � � � �o_ AMld!�eti�11AA �� 1t" 12" SLQv now S11- S _ 1. BLOW0010 w•. r.�.,_� r _` , �Ja'n/� owii� . (�I I _._. NOTE• rr umv SWIM two left _...._ A r 0 "'�- 4 _ _ .. .,__...._- = �--- _. SEE SITE DEVELt�sMENT REVIEW Al ' ......«_.._..........._. . w _. -J. M a I�'1'!€� it 3a' w Mr ,� 2006-00002 x�. LN III1Co_N LtII �rwx�.rllilr .r r J11i 1 r a• r• Jc r 9 1 w"po Poo fir i _ , T i <t, ka k .lj I •, I , k �f Y - .. - . . .,.... .... , a r.l....u....r...,•,.._....,..,,..,.,.a,+,.n.,...rf..Waw,�«,w...a...e,.. «ate._...._ ,.u4,,,. .u......w.. ..a•,.. ,.. ..•..w..,.....-.._._.»..w.......... , _ -„ .. „n,i,•.-- ---_,___..m...:m.+...r..--.___ .. :....,,-:aaw...+....a.. a:,......la.«w.ie.+.. :,e.w..ux..«'.....u.rNr.w.ars.tt.:.,.,. :..,ri...::..u...c:,....:,..: rr.ti.. '` =§, ftffl�� T •�'. Y -who .',. ::ai - ..:u »_d .I.W.•y+,�d,.r.,.._._..-____ a..a•.e.r.J-.uTw-:.ir...:..............r....,..a.w., - -,..W...w.,..,.......w...-.a•...."...:,..w..v,.+.r.+.aL,.u..,rw•..w.r..,.,:...u,w.,a.d w.r_.+w.w.i ^.+u•....a...lnWcs.i.a.f.4t3..+..,_..._'+4A+1F r' 4. ET i ..• • • .. r- 1� mhd. c` �H �1T t7� ; r �v` ,� '• %n Int � W • 'ra y j• ,' To M-IOVW • 1V 02-C. bf%21�D P' W OfI=04 COP' �J „ APPwIa1 flilfE ... .. .. 1. ''I; ,.. R�l6TNe;1 fy1Slti"S'l11. / �' •.• Y r 61Ttf P°I-a'1. fM•rRRT AU fTOP!ACiDt lPOAf'IA 40x1 (� � .�• . �r qqI �r�r�i I I, � '11RA1lOIY7iCtAT10N•Pf[...r1fIC.A Miblf / � :l. e•i R•i +� a +n If1 T PAv1TdD 6K�fMWiLK ANC? C.tpY AL404 NOCK SIDE OF WALK T 7 N /RD PCwI rgiolr J p / B" 1 WATER1 AND SANITARY OF 5 " IR (R3) "� •� �V¢ T Ir 'a o r v '`. 6Cmgk C PSR 64M ALL PWA07ACR '�'S'I<'AP� 49y UWJCNO&MACE Ch'MIMt lJ+f16T!6f Pti0C1G wA1ia �� '� '� Wi1i <@> Tf.R MIU $rW/TARY LINf, $c" T. T5P a• U. UXaW A W �J1 M NU NptlYlfl4�C'#C:C>I�!!RliCTIfItL+. i � OGI/N 11 --- • MUST BE FIELD VERIF'IE'D, HE N-S � 'F HELD NO LOCATES S 9'24'12• -- ►' , r +_ S 89'."4 12 f 245.,5.? 24.68 R3 _. ._ -� 270. T� , 6' P tX4iTHllf1 Tt1l�6 To RIB'IAlld.SRII APIMlrI�l11r6T I�1'�.�+!+Cfr P8R rIr71'Ot,•"IIC�1d M�NIN+NI►DI�NI'i CO1iTrOrKIGf tr ,(��( ,�(`� / _ / j 27�� - `273 TMT1!! TW Ito go pap-k7v .NO A/NllOi�61 MI rWRT PON A001- II+IWPMTIGhi � •`� / �i, , 1'K� -- r3 LYNCH CB _ 'X--i ECC �'1 \�\ Sid I /�;/- r� r, ,Yi <9> rX16Y11�GONbt rE I�cTilLRaiEt+ Cid Tp N tT•&e►JTIIW*t• X = ?7 . ` '�c E i,� t ` BENT, Cr>tRl .lt, ` � � �// / IE EXISTING BUILDING �� 18 mmm RxI6TP��'4WJN TI! CAM TO A!'AK bd NTE IM.AK OHMAU i"OMt Ag01. 1ATloPI /'Pa + L':!T!C)M _ - 1 / u� tMDIC.ATT.6 t7trTl.Rllt OP�iJN9 CIfIMOI.ITIrAt "MFlUil-DAkOt3 �fT'ION WRP!^11'i""M G4TE?c ay~ * 11i �� CL 90 °� a / 6� W--,`- a'':r W-- - 6` SS W��-6" SS i� f1 Ws 6fD®II•IlX 6Y6TRM To Hld }�f'iDvE'D N ITS ENTME rY, / / / Q SS-CO T ■ 1 LYNCH Cd ✓ -- C j Wc16TNd DWYOka'r TO OR I1L9"040 N ITB EWWAr1"r. MR A ;jA1it T1MAi. 6IT♦y! P'LAPI � / / / � RIM = 272'.55 i wY 1ti@6T1IlC:N ADO MJ'IC7Per 1ATIC•11I / r`...• U. W IC PAaLr"mm*gfT DRAW146 1 1 , rF our = 27?.75 / y � SI MET IJ! Aro frlrL. / 1 •1 , ` i-� 801TOM = 771.85 / G �j $ o v.An or IDdSTfr1?I CSS r SOMA"6Y6n "S TO M INIJ"lO'vRD ftf*PUDM."'I"M D01"'44"'r 4"r PR APOAC14, an i / / AIk'OFNTRC'RMIAL &n P"L�64+1W MJ AND PUBLIC FACILITY PNPf1'1IT LWAkO rTob by U 16.18CN ~001NS 4t 1 1 / 11' / / II 0 ! Uj R)d6TIM6 6TOIw'1 AATM CATCA4 OASN AND 6TO�IIM'I DRAIN L Ilii TO ft 111e'40`iiW. CAP �► / "� / pJJ �� 1 1 ��'' •�- ---+--'7 •,• -•-- t � j .. �` �, � •• CS41' OHU II ,r i � QV w L J X AT M VW t Wo ExI6n4S CATY.I, BA61O Toe! SOUTf f / t♦1'IG V .iW PNTRWS TO W 4 �WATRR LNfrll4�:1�MMM A#NI W;W&7. A!f! ', � / Iv IN111 •� � Ty7 5/F� IR (P1) C�'lV t NIA GPQAILIQv�6 Olt ADfJI PICNAL "OPHATM P�.�I®FI3 r�9J WAIM MRI LOC.AT1OrA. ('r /c.� v ; IN CONCRETE / / / 4rh T'YP. I•': "� SS-'CQ HEtr�r.-.- u LQXIOTM t�7Rlt%OUND PNM[ 601lVICE WATER LIKE AND R'K• TO i!* PW'M D N IT'S &4TI1 "T'r• / `�i v \ ( ;i ` RX1•T1Nr1l tlWQ1ARC116�FM GRIQVICrE WATER LINE TO Pf rA$k NN Pt B00 PA"LITY MMW'9IT ZWA4XW* �r. ,pJ A // �'�Q G� IL T5 Z V `' �N� L : ; � Q a mY U *yW. 1 0444 O&O POR ADDITIONAL WOWMAT'ION 116dAMM+IIi NW WMR l)ERV1C✓!i �J �LITY LA'faff. / �(� r� �,4r N ►��`�- N • ( '. pl I N MlrlsOx g FM RXI6TW3 FIIIt NYCR.IM TO W M0104D N IT'6 ENTWArTY. aG �� / � F I l�rr /- I+ �� Q y „� N N I •. ~'6' WF 15 ON 14 ;1. p� �: s PROPERTY � LINE RxH4TfR16 cirlb f RTRft TO 6R PIA EivtlD N I'S BITIPRFTY, EX16TWir ciAO LIM TO fealr'sAN POR Pr-4iCIOIC-UP+ '�. r P01�t�U Il11ALOM�16 COCT1lDNAR WITta LOCAL NU hLATUldAI_*A&COMPANY T►N 6FW-OFF AND PIE- Q � , / m +m�R rrar m m r�m�ra m s a d a�w.m m m w p I11 Co r / „;.,4,9.v 4fOO1C-UP'OP Tti!bAt11 a1CfRRV1C�I ICOR TFiR NRI D�JILDINOI �/' / 7 fl •-� M / / ..__..�+.��.-...... -._..._...`` , I! v WN 1.00 A) q V46711!6 6AWTANY IIIA R UWACR LIM To n>c*Tm OUfLOW 4 TO OE M!'10'4v0 TO NXISTM CLRANOUT, he /,o HELD �1 P4lNt ICRY110TiI 'v' .UCJRO>n1ATt 1�-4roc.IC-V'OP Nfif�U 6!1lvICII Li^N TO DclblAlol 6l�t PL'.f'�61fA P"!.•4N. /� / ♦,\ A OdEP"AIRATE 1"lIJ1'ldMIQ !"F'.7OP11 PROP1 TI'M ,'.1TY OP 1'&4§4IG► / \ / / I'• .� •• > PFJ PGR A oOM IONAL WoPet TIM I N 61iRT y �. w ♦ BOrrr✓�r OF Otlr OF d suU.C+frla� Will. IS!' Pte. P� crWT11otAG'TVIR Ib fafrlt.E FOR CiOTAINNe:6 , �'(� G`�' LP 1=.�,__ H i � r s 28252 FIRM 11T. I �et•.1^"j14 J 4 _ f stj r ,YsY. COOPONATP UY PORTLAiNCr 000 SXISTNI71 CivEflb•dAD P0904-06TO bt' !!Q'10vEL7 N T7! R•IVTIREI - r,,,"RiY'.bw '..akRFry a p Ts ss-co Ip'�°� - ' II rz861A4CJEL1ll. 6FAND DRWra OVI.AMS AWks4,I T 66WCUT LIM. 0 � FOR A DDfrN rcAL w•OwPAU> ' � - - - I - � I N ! / / / � ��J��_ -t.. _!---•I-- � Tlr+�.---I -- I - ? I N I � C� rn. TO AND P A pdSTNt! bf'r`1ALT PAVMIIti 60CaC SAM 1"!R FIG A6MlED P4?►Q 2flML.Dli01 AND / / �R PITR FLAK GWW AU ADDr ra1Re 1C.'NAI. INNO►wuTlorl a l ! ! E -••T--"-fes--�N N j " ►� OPP-6TRW fmA1�Nn 6TfR"0*4 TO W 1`111910 ED N IT*NIT'"E l y. � 1, N p 4 • �3 t l"'7 / v a' I I ; I �•�,,� 1 I I I I 1 p 1! 13 6- 61TlE t•LrY1 / y u I N F 511CO pld6Tll� fe1Dl»A CP r'Ab1lf'!!<'It T#: az: P13 '1CT/ED FC)it Nf91Y CIA!?N13. � AfIEr..a•41TEG?16W. Glv / � 2' \ t OHMAU POP A'�ITDONAL. 1#09HATlpIl • NOTE. QJ \ I A ! 2' CLF IS ON I SII •� t,. Cx.EAN= TO DE' fi bloc, IN tT'6 ENTmT v. l9c10,Nm 6fOfR•f f3rrs�a+ / q � PERMIT 1' r I I • LIT'101�1 PE �v PROPERTY V . ®E C,� r LDG Z _r E � �� U / ro UNE _ f!i � o / I1 IiExt6T1Nb�lITA9K 6lIIlRR C:LEAaIOUT AND t'Il1i1l.IC 6llLli!LIMOT1110~4, / `"'�- �! 6UP2006-00465 E ; J w1.0s E. r f II X�S61wLAI PAIrCENO+6TAL1. &I"TO P' �"gVID IN Tt$IR RPITOl�M[T1'. ` a . I I BCTTOM OF OHT I I 1 ! s I I I I ( ''Tl3 = 297.82 1M6 t4T12 N I I I I rr1.3 N I I •� I ell \ I a �� ,> M�r nl "• ' ;`f rx*TM OC><I. AIA TO W f�KMFT D IN 'S*CnP SITY. / T 12� I II N , 174 TN1i MA�LAM TO RIR PW10WD A I W I ; � N ■ 0.2 OF �, � IT••�'IIIRTY. , /� /' - I I I -•� I I f I I 1F - clF• Is E. PROPF.RTY Z �.. / 277 y • 0rM UNE _CSICSYe . y, / ,/ / 17f I I I I rM► I 1 1 1 �� !` \\ >. MMe m "rim m"sc aM0 ss"e a Qi 6' WF IS ON UJ cc PROPERTY I`A" O I I I ? UNE 1;x�z , , /i 0.4 (HELD�R.3} > --274 \ 89`54 29 W E E vcc UJ \?� t� � >> ��\ �._---- WA � LINES!� I � W VON OF . �, ApoROXrAM1£ LOCA 4 I' 0 C \`� I I I Tz2 e II Z UJ w W- w---� wry-�----�- I I I I I rz_ II W ► I ! N .�..�e ! rt q red N N T21N v E q - I #rr'. I I I n o ( '� L 9 p >w iII 3 N G i H I ! N I I I I I f`v>vICS f I �' I I 1 I I V II I p� N ,■.� ., r I i "" r... fi % I, � r ' u �� w � I I I I N �\\ � I I I I I II I �i N �•" } t.y,, m> > t :vy r 4 ,�• i,€. � s I^ r � � I N I I I I I \ -�'--• E �, ! pY t_MI L1� > I I I I n 77 I " '°• \ �.� ! !":i" '., ° ' •. - / / I iF •� N I BOTTOM OF t1` II z 296.50 .� r N Tyr. 50X5,00 CII'1' OF TRAM ` DEMOLITION NOTES: � .. f 6 r �>•123'31 42• N /1Y .�Dt OIOCUN�N1' ?y '�� ,",„` EASEA�NT PER Ot�C t ` !� ' 10 n R 2L00 IA I x012, W..CD.X ...._.-r.. ro�� w.c.o.� - r To AP4Y •I F'1�loAA11+T 1©N Y4AP�I•.�► _ 1 1 I 1 I 1 I 1 I I •- ►- o ..,»t "' �....I .. ..} .�..r......}- "�_.--- - -I-�` � I! PROPERTY LINE Yc � � U. • am wa op row nerWLMQN a"1.11>1t my T11X Lm43.4U � i I I ! f I I I ! I ��!"- I f I I I I I I I ♦� r, N LYNCH CB "" ,. 70 Orme"Tua '�'A ME � G�3F,os � I I I ! I N , , f I I I I ! I Il E � � 0 (,� oW fi b AP M AMA 701111! pl/l"b1H%.M nU CI WRYACT04 � � , I ._ ..t►.- -- ►1 4ter 4�44i+�Il+irwal4y IrIgIfD1e ;'�P esaMw C.B N 1 r3e.3Q IrY I I ' i i I I t i !'" I N I I I ! MUST E I II II n '` , E1M(JUT?a 1 v Arles I I ! ! --„w..- !� I I" i ! ! ! �� ! R� s N ' N ;jr la p s "' , '�o�►;' � � 4fIC>e1 f�CPK?IT4Ai, M4alErr ., i , I! 2 ss IiINIMMI��041 LA1°M C71'AYrft 4�OlMC!'i�N dXr TiM .1"JNiRI. M�i!M�MM M!t MM!_L.R,.1_ ,� �. q �e (�� 1 Oen sl ler •-+r. - - • �� Ls w � ' ILS V"T NN AW AMA OP WW TO W f,9Rl'lC1•WW- `�/ �� d•Q3 » • � ^ ` � - N ,,.•�,��., N 9. 2� �,�� 1'�I6..�!� s ). p�P-+---OH - --f_ -OHU -- SIi1NL W C PM.•NR 09,on 4"IWR11Mf+iW At I� N ds 3+� ,IIS.. , ._,. , u • ' *1 M Y r"Q""It" s AL�►11L/Mh�'U1tllt> }#1 ,.0.: 1.:._� �.._ �+�� oHtl _ ,,, -..... ' ► ��=Pp� •�'iasws r �_ -- SOLID STN/Pf.' -_-- -CB. Rr »+ ,Q�.1.22 L 1,7' r.t1_ ^-...-..-. __-- _ ,_�.__ __.._. _._._ SOLID WPI/TE' STRIPE (ry, ND R61 . 2'7'T.A4 �� AE 2Y = ?70.a • n rA m!r"lt9LIT m IIk71MK 010 t� 2141 � ?a � ? 1� O►�I • f7t.� �>> P. OUl _ ?70.��----2" ��►� UP L e" �.I� t3iilR Mlao1111A0f1A1N r on ' h►�., 7p.fa _ _ J ?» '- 41' AtliL 1lr1I A> 1111 Ii+4XA11rD Sl)1.10 WHJTE 6 G ---- - -�--- _ \ '° 2 " ----- .,..._ _ --- ... _._.. n IOMl�1�l 6'1s'IO�.I'!'m•►PAIR•CR3 001 ► � __ » � 2• � •____._ l C '-"'-' " - - - ?_9S-AIH RAM +» 1t M. d` SS �1--�---- !!" SS 1-----C MIr PN)= r • 14�t.>Ni�M�p4 Jm.+i1! MNM .llllt P4ecla.Y oII�IMNN�' M ..._.- c �. p" . .__��__ �» G ._...�.._.�.. \. �w r . 111111 �1M�.(1�Y AW.IVY-�"� ......, C' I '•� ` .h)'T" .A� �• �/ �/ I�) � .y __ __��.-..__ S._ _- _... ._ __ � `.- -. . -- r 6/W7�. I�� .. .. •.... ..... . ..............• to�� 1K ria dp * RC 1I� Qr' __. .-_ _ -- • " � ._ __ �_ __. 50L10 WHITE STRIPE SOLID YELLOW STR;F,( fEr O 2 D M «_,�_ _ -..�..- _ \. AE OUT (�) 2'I.�,v _ ____- 4." !�' _ oust s ?A0�2?- o'1A1NM M4 + 5$ "'r.`"".."".., "� _ �d I -.-- 24 W z 1r4411�1eN4 I'4�M a ��trat• _�.r s ' -". . ..". �� w..� r~... • N a�» w �"I I eRass DISK aTe� _._. _ __._.._ , - _. __�_N f!9'54 29 W 348.35 ( .60 RI) sono Lr- .�rJ: 16 w- M-sa r.'' ,-„YELLOW sTrr!P 1� W_ ' U rr 1t► tom (41 SiX AD MLOW SIP" --.,• W-, -v� t�' ��' -.^.--_-'..- 'r�-�. �� 1R ' 50)-._ 8" _�_-d' W-----� _ ( ), I , I� f ..-......-.«• ____ _ �- -- 3 R4), HELD,AS SHOWN DAT! T a.l.faq IM. (w/ L. 1C_'� 3 G -� Mr au� Box dr _ . G 3 C aJu ra ........-......�..... J� ..... ru1:.NCIII�•'�• p ..� -- -r:� Nn 17• SO r D �, ailI Y !t li+llir VC'4 » .."1►?'" --•� PQ" a, '� SD'------- 1Y._.._ ATOM'' '""'." • . OKI$I'15i?CiII A •t, ..w .rr...wwr. �.MMT. ..r�,1 "� ii f�� wM"11rs "Ys P�EI�� REVIEW • '1 wrdw• r �.rr a^r rerun w w 4111111110" .w.rrr".ft w rcrrr 411,r•w.- � • , rt SEE Sel` DEVELOPMENT WR4l4f►4Vax- I N . C C; 4 ' ' 6-00002 , ,. BDR200 11 II ` I' i. ' / 6: �,�hrR.Ir^'"-••M.>,}I4I70N�.4m 0^wowno 0"IPOM MiL I 40f rY lklx r p WAY r . J1 ,° fill �Ilyl, TRW F t mvl ' 1 T M ... • } . , - • , .?: a ...•-.•...,...,w.•.•.....•.u. .w..._ ........__._.-_...-.......•......-... La.«...................,...__ ..___.__..........., . ... ....:,...... .....+....r. ..•..:..w...J........ __"`_woo.._..m............::........u...... .._ .•. • . .•� • .. I, N I ' .-.• G / / 1, CA.: • C) M ', I' KEYNOTE LEGEND: APPLICANT INFORMATION � �� Y , - GOODWILL INDUSTRIES OF THE COLl11 BIB WILLAMETTE /' ' :1 m a EXNTM DIMVBUA 0 ex CLOUD.C:Q/iti�jG, iW a+a®+o" 4 CAOlsNci PJt CITY OF TietJ&PEGaRCJ►TtoN G / / ... • �► �ATuftk**n10. �. US P MLr-NAGLirr r mR0W-lar► M404M eY WftTECW 9:►'�46 POR ADC'•'i.im 1943 SE 5TH AVENUE '� ul ,,d„�►'.®. I,AI,e pM,„y�.,Y ,wee clr,r , ,� PORTLAN OREGON 97214 ' M- M u N 1 TWW41D OI'4Gl1CATK7N r G'�TA& DftA11+�4ti NO. 142.6'� MA FACILITY r9PROv tt DRAbOaS eY U$TECM rtc>e goat l4,C01MATION. P: 503.238.5190 '``• '' / `�- a 8'r'24't;' E 24552 ' • • 1�A • r r • t1 PIRG Aeraw.T TRANSITION �.PDII CJTY � T1tsAivo 61•I�crlr...r1�aN A'r mw �DRIveLiAr` Avr+R(��ALx an F• 503 239.1705 % ,.___ _ PA/lLIG NAGILITY e'e•Itlw�e•le+T r,�Iswlwcre eY wlrstlec�4 rOIR ADt7'L Nroar�u►TIonL CONTACT: PETER COLLINS 74+ a" z ONO 4AI 0 AMUALT &A rAl1 LIM ANY! IRkl4dVAL CA AMP 4AL•T NOR N W VgVv2J APPIRG.AiCI•l PATC W A "HALT PAi�CVW OECTICN PEIR CJrr OF TI A>AD $Pfl2C:l1 JJCA?'IOn, , DETAIL DIt/N1Anla1 NO. 02. SEE PLmL.1G FACILITY Q�/ ,/ / • ' I , Ln z rVk'Ovd'7hT DRAWW44 &Y M6TL:tC/4 4a NOR AW-L p#lC%M►TIONL OMM MMDIt18CTOR C „ALVB VAILT,NDC ,f[LME NYDRN ' ,y , ` ,I EXISTING BUILDING `�-' 6!E CML DR iM i$NOR ADDt MPOWUTXXhL o J/ ♦ tl ^ � I$'•2' "J)PAR 00$TALL& • ''-O' EA t cc Q IL 0 NDIGATIA�,lY' OF TIGARO &O4t00'T VMIA4 cO1.E.AAi.04C� TRlAIrQlI_� NvJ Oe6TRLK:T1t?N(NGI.ADNC1<PAACJEnD O / ♦ � ^•_ VIbYCLE6,WNDWO•P1_ANTe&s&,FENC®$,wA"OR TE!'!'.opt PIllIll,4g'ff CJmwaiCTKirU&-xc 4DN0 34mv N � � � --- • r8'-O' I� 1i14WT.1'!AM/ND Pfts M TUE TOP OF CXl, OR 116!9! W)CURW EX*T*.RW71 Ti 6TRWT CENTER LNf OPADE. ; ENICW" T•9r� EXCEMNS TIJ NEWAJT MAY BE LOC ATW N TUI$AN EA`P1ROVIC4C ALL V1 tA1`4CJ`f 6 OELOIW s-FEET F I • AIRF I :N'1D. , •�'� / 1 I I uj Ka1GATE$JJ Of TVA.QW 334bi v*k;JN TM,#ltA&&SEs ICEYWO R 1I' eon ADDL MPOIE"IAT10A1 O� '>>� 1 1 1 / <� a I I L� Ira 1K W-C+ON'idLXWL) 3C O' Y Dlev�IWJ►Y .gpP9tt'aA['J4 P!R 6?AT! C7N OI�OON TRAIRi*OR9ATION O!.'P'.YlVf 11�fT / / 4 ------- -�,--t '-' (1a PAIKkO 6TALL& • w-O' LA • `!'-O' _ 6'-ai' (`)PAJOKNO 6TALL6 x 9,.&V EA. . &iI � 6PEGPtICwAT10N A MrTAAL NO. 1tD130.OPTION 'U'. - --- - 3 Ll EX16TVAG COW412 � TO .eerwL ,� ,;;� =# .1 - C C C r C C C C C I C C C • �IL t� ` A , Q new 1c'•411' Jill�.' �„UR!►T 1CIt1•tr 61D�O�LRL.K 6L! GSTAnJI ,`<V S --►_. -T T.•� /T-►•....�� / ►- 4� - - ONDICAT9CC 112-HOOT }ULE FSaW-OF-41i D®IG4TiON TO THE CITY' OF TkMM. 1� / �� /// ;i /� ♦ �� \--- �: / � T 41V EXI&TWO Tll3-MET o'llib STOP / SWELTER I I ; S � / 1< �/'12 &-- TYR. +6' CC"cwv cion,61eIf: 09TAIL � Oft 1'MtE. LR. t II.MVY &-M PLAN NOR PANTNdI CN CURlLNE A6 1REA1ARd t / �// �&/ / I , / --- NOR A110N'IRCIvEIi PW L.AW- ,� '' 4- J? _e_.:-_•- II•�scATa$CLMl6 'L' � (ZY711!'1,6eE DlTA1L.� / / / 01 MOCATES A6P1•IALT PAVDIENT &rW= LW_ SEE" L:IVIL VILQ*4016 RJIt ADD'L WORE 1ATICK Q� , :Ma.,, I NDICATE&NOV AWN"LT PAVN0 6O'CT1;WPATC 14143L N AITOFIOEJ 001"ll i1•AIwKiN(b ME••a PIEPVIDE ♦ fi• �/ ,el. ..�� • •i• .s r•r •++ E 3-MdYDp OP A u1LT C2�t'1EtNT PAwR4d C��}t SJ CIF CQ PAC W 15A6B ROM N LOADW6 01J AMA �• / M'"�' ( ) KALL6•TSO' EA • S4'-I• � / PyMCMINTOW PLAN r3G PRD'VI� 4-NC106 OF ASPHALT C&IIINT PAYWO c Alfa 4-t4ii OF CQ'PAGTED *AM 1114 6@ C�+EOTL•Ca�C'..4. ('• J / I ' i! / / f �,,� � 11,J`OREGON T 20" NOR ADJ MOWATKAi i , i i� �r*-' A1.2 IRZ!'IC)RT 19Y "'eb 9l1tvflROhe'WITAL DATlD A11(iA111 . / / / Of ! '' • n'-!' (4)PAACM4a$TALL$ •; C1)EAAGJti}i r,i ' A• / / f I O� ® Ce)W.W&rTE PAlNJ 6/iCTYJN TO W, b-NG l6 tR PORTLAND Ca'tEW CONCsdrM PAVQ'9enR JJ 4D OAIR6 s 32" OG. /` / !'-O' EA. • 3&'-O' ^� �-• 46--W-- -�• ••• "I'1 % j ------ EAc;w wtAY,WrTU LIMY I'lIWOM I•f4OR OvER W.NCM6 OF CRUb i ROCK SAl PIRC7VIDR = TOOL• JOW& INhim C0N1^;MTE rAV`0P1aR OPACM AT 30-POO'T NTERVAL6 EAl WAY. ONE aeOTEC14►iiGAL F99K T By Mo I Qom, i I 0NV0k*#"E (TAL„DATM ALI AJiT 20x6,PON ADDt NPVW`1ATIOnt / • f eILOC�. b PARALLEL TO TI•� EAS' P4lOPeR'TY � LFep EY(I6T1410i CONCpa- It ExrR = GaAs TO PMM JnL PATC14 AMD REPAIR ALL DAMAGED 6EGTIM& CONT1tAGTOR TO / ♦ ^ 11 � � � ;'/ '' I } ! �- = O COOIRUNATII ALL DAI'AAdED LoCAT10IN6 WR34 GuNM riwm TO PRO�DN11 I F L.L-N!D6 OF LA\V*Z: PU IO_VW W1TM C�ONICAS 1"• FNIIMa 00 CONOPW lE NLU/N Kl TOP OF CONC7FRTE CUlte� G i �• V � TYP. 1 le> CilMCF11M MNW*4 TO W A LV304T MOOCH Mill' I„= ?"AHEM WHITE PA1�.*0 OTA" LNP.6. - PROPOSED SU I L D I N G C - NDiG.AT>E6 CA7VDAe'r&DACE PAMCNO� STALL , I f ff r2 I i 21 ,809 SQ. FT- FIN. FLOOR = 275.00 / S'O ($1 PANU�i OT •'-I• EA -2 b1 PAMiCID OTALL& W-W EA •2 2&'-T 1 - I s ® 4-NCN WIDE PANTI3D ,iM•M 1'3 I6!_Af}�) A6 6HOY?L C]Iv ---''-W _ - ---v , -_- - i ♦ Tit • �'-1' 'w' �" `pm � e BOUNDARY OP W TK 0�1/�Lp9�`1/QrtT r2 • --- PA/rITtls[> W14iTE DlltlCTloflAl A1a1R(Ai19,A@ Ct@TAIL / (4)I•AIOCNQ1 STALL&- _ 6(!1)ImAJOCNO$TALL$ •W-O' EA V (6)PAJWJNM !TALL& � V-4V &A . 6•t'-•10' ai F �'''tAp 4 TAx LOT IN: 26103 =-01201 L-AOOIII PN16H. off. . Cj 4 GONE i�t>EtU.N.IC r`J LklHT . ��/ , ♦ ! z - 'r $' x i6' x 16' x 6'4r TALL IAEi� CrIRAIDE?6PLIT••RACE CM Ill As � f � � I � V O ' _ ED � � � s< o C G ZONED �. �V w1cATt,�t6 2'-&' A C14010i &J'PM ovEfs++WCt / ,� (i " - OV 6' DIA�lTA6R DDROP T1111 Ail .11t4OPOUT LAGA-rW"(OW �PLANI MOM AZD1. MP01 UT141W WE CIVIL D"AWIntlA POIt / / CoNwonON TO 0" dTOW ORANAW$YST'a L / „� �CJIL_ �� I I I I , T.O.u ' ,7 - 2&'-1' 2$'�' _-- !3'-4O' _ ?S'-+e' 20'-0' /T n �5 Q 6'-41N 11 110W 1 Cl tAN-LW RD=t./'AWM MWAGY OLATOl / / (/ ; � Z • _.IL. -. 41'..0 \v I i/� __•. O pcNT1Nd 1i'-FdOT 0%0gp •� KLwC;T1t4t:AA PC11iM Little ZA CIENT. / •� Z T it AYE$ •r (&a P • %' ® Ni!$TI!!1's:b N'ER CITY JJ T1�4lItD (jP<1G17 T'A M9GATi01•MA.fte DE61GP DMA 00 D0ajj q% BY W r i LSOnI A660C,1 , FOR AUD L eKOw'MTION. ! 6'•i' • 46'-tf' mom odm I O ' (s)PARC1Na V I ALLb • W-W 11A • &r-o" U. / /, I W Ix OZ @X*rM MWW To Ita'1AML On ARlOOST 1�'07RT N TWE PROW O4' TWO 6PEV44AT1A4 MANiAL 1'098 /// /� � /� i *' I � PFYOC:DUI!!$0upt O C.C1I�O�-njCTIOn1 1 qWA TO ANY $ITE YXJOK ALL TI@ , �,/ N►r�1c'+ATaN�saAtrtDla P�toTsl-TION _ / / . : I W L�• �"� C�7 �rrrc,Tn'7na M C*a&wA" n wUIL�-E.D IN ACCORD IINYl4 Tli Altet�lllbt 1lKJRT AM APPIROVED sY Cx11'Ilolla�fRlR ` I `� /�• / i 0 !o'a• 2 e W W ri Lu !�I EXIST• BLDG.. AOR TO velar w �� 1�T( � I Vl i rooPawry a EYtl$TN i ASK. f r! , T'i P. r � n'-1>'I � T 0, � t� PAv!!t u1RADfa!ON aooOWe.L � I . 7 O .�. PAIRJ NOT9Ptr"il• AIRCINTN= IJ I .4• -4, - -- �- AITROVIiD fO!'9Mlr OR ADDItE&Oe$SHALL !!s PIOOVIpR@ N 6UC14 - / I - - A PON'110N A&TOM PLANLY V"" AND L INS ttr MWM Til $TILT X44'-3' I E2etlt.MtADQt/GN AM '► ON ROAD FIRa4r"s TFfE PNOF4 RTY _ • AOR TO C"IPL GTION � / 1 TYP. i R.2'-0' (1' (- ,. - Z �✓ Z PIIS C4J ALERT � I v\/ �.•�'• ,. �y Q 4 DIIk:AI TO sE N$tALLJD % r 24"-2• '-4' (t1 PAPK O STALLA • 9►'•0• EA_&1'•A' '-2' T'rP. _w_ '•✓ CJ V •Aq&d1iN0 CYO17R s..�.-- � n'-IO 'W-4' a { • .._. 1S�•PtEILt'f Q MAN ENTIRAWCt � � / L � � _ � r 14'.Ip �.�•J •.O� T.O.W. �•,� A �+ I'SCl1W • 1~ Awo*WAL1e.%. (n1 PAlK�Ib ATAiLL$ Y-O' EA • !�1-tfD' -_ _ ___-. --- mi &"ACL C(WrAG*FIRE MARN�IAL --- � L OFFIA APTat WOTAL L_ATlON NOIR I KEY TO Im LOCO111 a ed61m soxui Tyl -� LL PROPOSED .� `V • Ty" W G *40"RUC1'1(7M 1 ■I � • � tt•� t1 a � � i '�� • � � � w!� �R� --FULLY IF4116411LIPr „ IK 66W. 71' W 121.21 I . - --- -__ SOLID IJ S i P,oF N 'I►Te1/cLM To 10 PAIN'!!) ;OLID "11TE STRIPE j M at 0794CL LETI M*?AT" moll ! 1`ANKM FM LAM".NP PAIp'1s SO 4^. .YI!(TE STRIPE. � ••• -••- .._ 1 e0911&CM OF F1R>r NWAlAAS -- _ A& NPWA'IET? R neC'•AL TO M R�tALI" - 1 oItTAL It+at$Idl'I$ slowIE O!d/LL W PAt i OW AMA `_ 01"am Do= SOLID WHITE STRIPE- - -- -___ __ -____ _ ---• --- -- - -- - 1116 4-01 MAIDT_ sow 10 P�"me FOIL LAMit• � 1 ^ � I v �- AT ArtorRoil��e �+ �L,attw+l>, I I - __ -- -- - -- -- --__ -- S^LLD YELLOW S, S.W. MCDO _ _ _ ,roe NO. 06166 NALD ROAD r 04ftL MAMA A iTIMl71t MOR L+M& �' YELLOW zTRi 0 Tom cm NJ we Ilr dart tMat'Im .a ,, ''� COUNTY ROAD 430) 1 C' 1 ,2.1.c►6 Mw urrlwes elwl ils wMTs �.:+• . u"m wfo"1 Nt t (MTM YAoR153,� _ ..-_•_ -_.__ SW McDONALD ROAD -- - -- - ---- --- . - - - -'---'-- - __ - ----- 5 -- �_ - 0 NOTE: � 10STH AV�NU 1 A1110i- T: -- .-_._ -_ --__ _- �--� pw MT *w, � SEE SITE DEVELOPMENT REVIEW A 1 �.--- SW 105THOW A H I T T u A I �a N SDR2006-00002 In ISI ff6AN . •---.--- i i iw1�fM,P�(oowtl 4]Ma,tA�lAl�tl,IMrl t tlae AJ11.1_WA&lyR►»3:31:17 PM, a - n� + FA ....,•.• •„y,M-M tom' a�..< Itli t0101111111t 11111 l 1 1 I I I I I I 1I Ili 11 Nltl t' i. I 1 1 "t It 1 1 I i 11tf L I ii t I Il�lllt 1111 Itl!ill ( 1111 illi 1 q 1111 i'lilt+Ill N}1`Ntlittl!�I tall!!111111171 fl1!hlll 1 Ell it III + 111 IHlllpl L�,It1r CIYI !'F 1 1�1 i �3 IA ' A'. I'p 1''1 it11? 3t3 J4 x -- .. t ., 1p .. F. t �" v , Jtr,F: n, • P F ar DIRtCTICW 02 oplao'! #61HIbN N 21'-O' I M4tET ei +*T AiJ TOOLUP JOM1e WTN 600WALK TOOL or'o 0�0 v CONT"AGTlOk JOINT (rneIQAI.) '^ '^ r• M °p A/C PAVViM PER i' ' + v�i E i' .. P�-CAST GC71yG 00 M � ti L6PER TCP, ft AN-- 1- ►i ACCIUM F'.410C1I4t7o 61y,� --NDICAT26 CAR DiM/■ER � bE! DETAIL t\-3C7ilr�f �! W/dmU.V. OTL" 1006T,Mt '� i OVlRbLIP►Ci (2'-i'` ~u C�W1 CURB - TYP. / a; Z 7'-0' OG.MAX(TYP.) '� • ••° 111 Z K r' NC**TZ U,LK UA/UA/ L 013W 1 TI T !JNQi Cc7N1'R.4C CN JIOMJ al. CUM L N! A64T AVIi•, BPLAN ��rCONO. SIO MA v i , W a r -- - SCALE: V • 1'-V' Gi\Druwlnys\DetQlls\S1te\SI:012b U 0 T I TW/41'PIC CALHOO APPWACN I r e - , MAH"11'6 `-o' .-O _ -P M-PAR.(2AL.v. DICYC-LE RACK , I fit. 0 1 TY P. • CLR (TO AGC47t'iCCOAT1F 9 OTALLO) " W _ P40-FAD ORHON 4 TRA W RIC.t'PTACL-8 • -COM!•AGTED difANY.AR PILL i• ,6 COGP 34LATE LOCATION W/ OIIIJER PrIIOR TO NOTALLATIM �•-- aOWDIPdQi Ad�IT _ _. r L - -IR WADW6 W Q Hi.i 61LWLK JOINT PAT'I7!<RN (2'-O' OaAAMO)IW fr,�� :::: AT 46-DWOF AtVdLLO A6 eFiOUdd ION JOINTe TO DE 112' X ! V2' P1!! MC71 t7ED A6P•HALT ASR4ALT GCMG. PAvW3 ,6 :••• -- Tnk"T'QD DO11! DEr1OGTADL! UaA10N04G 6JM'A� P4PREdNATl..•7 JOINT PILLER MATIRMAL AT LOCATION6 e►�OLIIJ I b!E 01T! PLIN PO�t ADD'L M/�OR?'7ATION �EoY (26'•-O' MAX WACINW. MATERIAL 6"AL•L D! NECROWD OR i 11EE CUT W!T'NIN V&' Op PMI6WlCJ C:CNCIMlsT! 6t11�ACE.`- � H 2. CONTRACTION JONT6 OP TWO MA RNEV P"•-A K Y'PE 614AL_L i Y OUTLINE OF GINOFw AI RWIE D! 1 V4' Mi" AT LOCATIONe 6WOLLN AND TOOL R10JWORD - - ---- r o GONG MYTH - TYP.OP 2 - ttIEE DI:POR'! TEXTLrEtNG. •� 0 0 CCx'1!' TIM PILL - -- - _-_.-- o POUdDATION MAN FOR LOCATION S. 61DlUlALK GLOMS, 1 , 20 (54)MAX IN DIREGTIOiI OF TRAVILL 1 , DO( M )MAX COO" 'A.0406 r P'pWv DS E�'AN61CN JOINTS AT ._ 26' OL,MAx AND AT CX "15, IY 4. USE NDlu1ALK TROYRL TOOL w EFJC*6 AND JOINTS TANGENTS, AND W111HI m. Q q — 6. COvER i Pn0PIWT WALKftb IIL sACE QIIRIPid cuR>wG •' . &Or &Or AU WW 61-V 111111-111110 ° NDE4L4l.K teal-1P, KE �ert�• o•.e• •• • eu•°ee .••e.+. • I�I ,'-1� .".+.° °....°. ....+..°°° n::......°.e � I 14 / 1",'I � !�� I 1? 3 RU 99.99 e+oe.o oe•oo ee"r" : ......•ooso Tak"TIM DOPSO AiZ SCALE: 1' 1'-m' SIT042, 7/E/04, AI3 SCALE: I' I'-m' SIT011A, 7/6/04, • ptTECTADL.E INGo _ AVING 6�s1nT MAN " AP00t ,N I h'• MI��A*1aJ S M REGC �'ACM6611DLL0 P•AP11C.114a 64N i° ,�-PF�lf-1ED C.04CWTE CUM � '~-! •• w/0ALV.OTL.PMT, 6l1E tiET CM ISIARIN" TACK COAT O� o . µ'-IO' 2b'-1' n ro'-O' a l'-`' !"fIT.OP 4) (JOINTS 0 20'-0' O.C.MAX) V - - - -- °° :ou --� PNlbk CiR.1DL" CONG &LAS / RJ:IN'. —P11111CIPCIMED EDGE AVtW.'s SECTION, SEE 61TE g . °^^ 4' CQ•/GIwTE SIDEW LK BRAE �''• - P'[i!PLAN PLAN POR AaD'L INrOA IATIAJ w/ eta. 6PACED JONTOIL J ® 6 n �oi� C p 0 ACm*PtEGATE HA6t: - SEE � .. L S M; . I •� o .� :e Y BITE FLAN POR ADD'L r" ;• - - 1 hi - 4 WIDE, PANTED WWI TIE sT n • . GTMPNG - TYP'. � oa i'-D' !'RE-CAeT COW- -PIlEPA!!EC 6liD-GRADE - - ; IIIIIMIIIIIL�= Ilia00 0. L- ° I hi 0 EELOTOP - GECIME TO PAVQ-E1T COMPACTED�. U ■E _.� 611DddtI1DE PANTED NTI1IMATIONAL RU 1� reQNCRITICURS ry TRANSITION PROM CONC. TO A/C" PAVI _ v r OY t16OL. AP ACCtbb,SEE o ( (TYP.OP sl � AIZ �:AI-Es 1 I�' s I'-t�' SIT019, 4/10/00, AlZ SCALE: 1 1/1' ■ I'-&�' SI1'063, G/23/98, uzi �-- i - fsl10*k ALK RAMP,UM CONG 61Dl111AL,K •,M •• ' y' \ // PtR PLAN -PR PLr 1 RAMP u1 segD ALK P M PLAN _ _ \ , Q 3 __ µ'-=° LL LAN 1WA OR UT1•E[R •... ,....�� - �'ARKlIY ARTA V •9.11•• • •.°•. ir. �'�DETECTAfsLE II40 .,...,, °..,...... ,. i T�R1'' P �N "` uiWL 6LJla'ACO, .....i•. _. _DET1<CTAI'.lLE 0.41i1DJI!JC■, � . 9.?0.06 � �!� z LU iK MALE: I/H' 03163_A_DT01, •••i••► 1•ER Ef�kl�ilD P'LAIJ, SEEuj Cj W f F a hogi•,�41"1t� � t iUJYt Amess f�A�"'1P 21T0411m � SCALE: V4 ■ i -� G-vDrowlnOsvDetailsvSitevSlt017j,9.29.0fi ALS SCALE: 114' . 1'-m' strol7m-a, 9•2ao6 (� � .i ' s° • � cr^ �' � 1 ,►' Min � ii1'i �, w r` l'1�I! �■ . z 1 ,:�, �: ;,•t;: I4.O '1'-i' ,� Mt�x. � L Avoid pbctr+� draw1eep etrxa�,ur'M, ® � }. � .�' ,�r,Gtten boxes e•r atirr s+ m r 1 err l _ b area. obetrwcttom In ►rant o1 romp ecr-wo _ Uses i Min 2. The d.4•c.'vk Ao imemng turns con I bl x TJr IIX.•• I (65) low r�will #CI � s00�tmp%ca rINr1. ` ■� �t will �dYlwv�o t1r tna+naewd 4 mb"m +U Min. darn. d►A m iepw v d ",41 rg oh~. q L1 `► f. P1uar cnr+ atad dome d tacublo 1 h MAX. lwmtng troets.w in lin lor.rr 24' of V tiro•t of thr r wp oni� cc *C*Nkf►JG RAMP &,ba �--��L Arr n"dans• wing in.I%*p•ttem tL A v \ ertly 6s Wow. Color or textwo �, I,_'. �. aKiIHI \! ;; r9o�lttno)elyll Itse ss/wy yrllo. to 1ffi - . _.. , ,� ••".•"I.i uinc+.w/WSOM std spea or _ j' •-NCW wk%4 x i-Ml>i WI M C�Tt � Mllr " Y PM PLAN • Ititnletwd ui © �L+ w/1/4-HOW RADIUS EDM,AdI **T DAM OP _ DRIVlLLt4 GONC.P�P'ANtL. PI6C7vID! *4 !sllR CONT. CAST N ?R-ACK 4. Por eowstl4otlott of sfdwl•Mk r•alps �> OP CIEMl1 w/ • P't! _ Pricing b�r1, - , 02TECTt'�Lt U&MNa ouN1rl•ai"Ila r10d or-way, z o P" 4-._.-- P'A!M SPACE TILlsb Wt Tldilt.ATQD DOSIES eA,.ak.W+Nay bulw1k, aodit. TION� !A � M. ... T j� d�N. O• x I6' STAVE DI6AEILE MR PLAN ---' ( M/T1 Y!L►.OU!? PRl IDt BILL LOOP p4 COI4C,'RtTt hMCI14a SON (ORS 44'i.41.1+) AL'1 SCALE: I/2' ■ I'-V* SIt006.dw9 /Q�� :: P'A1M'Ali4T. ME MACT.DBMS FOR 6I(2tr bo opal N • •.° /cDD'L AT1AM ■MINI ) 0 a-0 5-5 QW 6-6w;5 - ° 1 - 00 oponoocb000a000 GAlC.1716d. PLAN~-" 19 a - 11' x!' VAN AACFesIR0..t --- - 000 ooc0001�oa00000 6 (�» e we _ 000 00000000000ad 'r - - - °•• 1110 P'IP BOLLAMO - TYP. i• N>�i„etNrM•,g) obgo000`0000oaoo 0 ooc � goo 6060000000000 110 1 OF 4 - CC?E�RDNA1t LOCATION w/ NO NO �oo0oouo00000000000u b oor ooeO�oobonbooboobo NO ' �•° �;0000dpcoaou,ouo,00000000uoc o Docdlb00o .0.00000000000 PARKING PARKING PARKING 000.oc,aooQo o boc o60'00�o0000aoaob0d )00000009acg•oo've000000 00c oo6goo6Qoodb00000o FIRE LANE FIRE LAME FIRE LANE AI!!►OR...2011ATIOa1 gO0 ` _.TA� ,� V,0cU,000oa6ono0oococo0 :116c hoDEVON RJR 000000000.00a�0000 oac �?4opoob0000cfaoo 0 FLIM dACM�UND 0 D o b o,o u o 0 o b 6 0 0 0 n o 0 0 o e o c 1 -0' DRAWN RJR D!TlGTAlsll.t "2 3o. AL P.IA JOA NO. Q8186 Mil�•AGI, � 9•,q o-o R o'b'O b o o Qst_c._. sIDg1IlAI«K e 8 -INT!, 'f k*WAL e,'t10VL PLAt4 a, a'IL �•- ACC.2!':'las N2!ITE 8704CIL -�c 12' dA'!!E 1k.1 06 4-E _ M-!d' A-O' .B 'VwAQ L m MAY �TTERJNC� Igl•IAL 1. sE c7' REO LETTERe ON A ' 112411! I�LEGTiVE DAC:K1�Ri7IJrV ME slit slit - P F LN'E, JAPET'1' FLAN,014lT AU POR E & FN%wl LOCAr"OF P1W APPAI"n* ACCE'A6 IbAGs� .. 2 F.Kka 11 Joe IN* 2410. WTALL WAPN A& 20NATIONO! � REA t \D•tai<s\Sltt\sltOBC7_Olt Al2 SC ALES 1/2' • I'-D' SITOSP, 4/12/04, -- : N�' • I'•y' fE!!i3_A_DTOe, 9rGG.f1N Al2 >ZIG4l.l! N.tb. is�llraslnps I,c�ut a IRS IeAIV N�SMC INS► ONO Al2 SCALE: N.t,b. (Ml65_A..DT05, 11,22,06 G:�Drwvkgl\GOOC�MLL�T19rd111nourcr000unNnt116'115SAJt1�'JPD1.Aw4,1214a (19:50:97 AM,HPn]WIP PO I `y •nw.••gr.r.,•e•q•,rar•rrw�Isom a,,,,,•yrriY•-,..,•°.,•. 'bat'.a':. •,�t'F':. Y I! III{ I�� 11 1 ,II i II III ;�1 I I 111 11 I I I1 ( it 11 I it I I!1 1+IIS I I Ili 1 f 1 1 li' t I t III, II t IIN 1111 Ill IIH Ihl sill .Ili Iii1 IIII It 1,11'It 111111!1 i II 1.11 IIII 1111 1111 111 1111 IIII! NI c m i I I I I I i � I M Ij I i I I la 17 iA I9 U 211 2'P ala 2A 2115 96 21 28 2hi 30 1 �S � � It7 _1 1 ��• 13 1< :.ger-I er 0 AA . . ... 5, Yf eN: Y ,i J4ti y.�, il. �. J 4- - Y..a..YWv.Vuw..l•�•,s-YMIYWYiV4M1MiW[.�+M•1• - .. .,w..r...«_-_..r...r..e,.•r.a.r•ewYe•.•w ' I __...,.,.wwrriwrx+rw.w.....ia°4y..a..'✓..,.«rsa4wirw•..a4+ra4•.:wrl,,..., -......,.. ...Y..,,.:,•..u..i.rw..,.....,u..r4-.-....:- ,,,..,........_-...-.,.... .... , i.-_..u:......,....•....w..........:,r:..+,.w,.....,..,.f....... ._ ......,..-.-...,.._.., ......-......,..... ,.,. .__.•_..............._..._.__.. ........-w...•.y.:....r,...-.w•,.4., - - -,......,,..•.• . s,..-.- ,,.......-.•...w+-.r......,....»_.... .. ... .... ..... . ..-_. ._...,. ... ..._........ _.., .. • ' • 1 II p"INCTION OP B1MOM i Z.ro_ZD JOINTS WITH 60010 IC TOOL- •• L 61#ETFt AU o 300 00 ri GON1 iiCT"JOINT ITYPIG,6L) a AIG PA'/1N,a, PER PLAN--- 0 M 4-j 0 ows E �• wr[-GA6T GANG. ••. y a 1" STOP,PERMLI �n n ' T DETEGTAbLE Uk&AJI&'"j,GUWACE bDICATE6 CAR l�Pt-VIR �( WE DETAIL�- - ACC:IF.NIOLE PIIK AJrYs 64#4 Y C2VERJ4ANa la'-r rLi Ir/dwiLV.STI. POST, MEj :'„s + ® C.t7NG GSM M. ' r r -_ lei 3! LL Z ------ - �� I f 771�� N vl -I'-o• c.: MAX lrr,r� ----------- W Z 1'1 be T!' WALK IW LOW Q 111411100HPINiSI.I d /e-�TIGN JOINT ALGINS M V m ° I --- - ---- -.ASPI•IALT DAVM, PER ft.AN _ 3 01�1GaID t�JA k � TIAI --" - -- r•. A13 SCALE: I' • 11-10, GADrowings\DetoAs\Slte\SPt042b ° S' Com,CM66UoL LK 4 I 1/ TOWARG C.ALMNC+ AI"PISOAGd `'-I' 6'•IP' _- _ I T P'R!-PAD.GALV. DL:TCLE RACK ` •. , s'' a 0 I r IlAP1PS T--T- I o I M. P,:�,R (TO ACCGP4MGC)ATE 3 STALLS) t+ I Len cc PIS-PAD EIENC34 4 TRA614 I1W awTAGLE •�- G49PACTW d%AI*LAfR PILL I' -_ ;S COORDINATE LOCATION s1/ S' `---- -- OUNER PRIOR TO IN6 ALLA710?YL IPlfi . ___ e•• 1 ...., Oc7PDAdENT Irl' RADIUS .°.. SIDOUALY, JOINT PATTEIRI (a'-m' 6aAA1MS) i1 .. , 6� -- :::: ' AT 46-DBCPMM ANGLE AS 6WOLN JOINTS TO DE Irl' x ! IA' PRE MOLGED ASPE4ALT 1--A F'$i T GONG. rA�V4*PIAMP �� • :::: + ---'�----- TR�`�ATIf.D CHOP! DE7LGTADI.H IW�IINa SullfAal N"I'!■IN.6' HATED JOINT PILL.BIR t-1ATE1tlAL A7 LOGAT1014S NaC71f:N .: % I b`+t.! SITE PLAN I'pR ADD'L R•MY�"tATION ). HATEIRIAL 614ALL 1W kdw I Lo- -- - NE !CUT UTWIN We OF �6WED CC74COOM 01.�!'�t•ISSED OR I °'� 1 C4)T be OF CANOPY ADOv11' ?. GONTrRAGTtON JOINTS OP 'TIS WEAICdMD PLAhI(t r!PC 611AL•L � DE 1 I/•► DEEP AT LOCATIONS 664OUN AND TOOL ROUNDED _ GCMG. PLYI1>4 • TYP. OF 2 - 6EE 21191c R TEXTURNCi Ti POR LOCATION 6. 6400 ALK 6LOPE0, 1 , 20 (W MAX, IN DIMCTION OP TRAVEL I ,• , o � COPS' PILL o POtNDA O* PLAN ANC' AT, 1 . M ( 2% )MAX 01110 b 6L.C�1`% 29' Oj D[ e:e'AN6 JOINTS AT U .� M' G_I�cA)c. At C MRV96 � 4, USE 61OEWALK TIRC41ML TOOL to EDO RS AND 'JOINTS. TAH5V 4T6, AND G7AiR.�. Q 6. Cc ryM / POWTEC'T WALXPO WWACA DtJMO CUPIIN(k 6' �oww IWT Au 'd'-O' �'-D' T-o' _p'-o' � aoawaLl�c RAMP, et>� �s�c• .f.n•. .°°• ••14.0• • ••c°.-_ I �,d� � M��p�I TI-�i G CUA �.. 2'-,,p. ,, ...•.. ..c... .......4•. . ...°.°.°. � _ 3 iQU� GOI�lG. 'G` C:Uie�3 1�T�1. TRLW- 1,TED D01'! t ��`+ ° •... ' ■ ' SIT042, ' 'e/04, AI2 e_-Ao SCALE: V ■ I'-m' SITOIIA, 7:6/04. Al2 SCALE: I I -� - *r DETEGTADLE ULVVWj � a'-d 66M!"ACa. 6VrR (T1TJ SAI 6 --- - -A6P14AL,T C4CP--.MTV PAVING f SSE SITE PLA N PCAIR ADD'L r M EGON i t!>6 ._ MIl'G�E'1ATION f AGOE6arC aLE PAINO WNS• POWIM COHawa'tE C61M 9 � w/GAL.V, 6TL POET, SN SET ON p1Ttf10* A TAG<GOAT o� µ,_r. 26'-�' p IS'•Il0' ,'•`• S-O (M.OF 4) �-(.JOINTS • a0'-.6' C). C.hifuC) OF -FINISH GdtADE -PLA NG 6ECT1 - 6 era Ga►•+G• SEAS � IRrFIrr. ont, Ste aTtt � rem PLAN PLAN POR ADD'L M�PORIATION \ \ .... 4 CONcw IDL°YZAIJC rbT1 a r O \ `\` •••• a/ EQ SPACED JOINTS 1awki •.°• 0"01° C' ° A414140-SATE aAft - SEE r�. I lajK 4' iilx. PANiIIp WHIT! O�J0 r0 i SITE PLAN FOR AJD'L � � • a ,�T� ':' _Y/? �� .. Ept -- jl 6TRIPN6 - TY}1. -- NlIOI11'tATION ;R _ • .... ::.. 60cfa. ::.. 6' x S'-Q' PI!!�-C.A1►t C.OhIC. PIIEP'ARED 6UH-�t:IRAr-E It�i I • •• NiSt0:L6TC1P - SEO AVS TO PAv "W4T v 1 A6 READ - Tl^P. OF 6GUBGRADE I : I T I FROM GONG. TO Ao G PAYING C , 1 iQU Cie I CURB TR14N� . `�\ \ ^ •• 6yHe J iNTEI0CM, AL . . ,012 SCALE: 1 1/21 ■ I'-IV' SIT063, 6/23/96, ..•. Al2 SCALE. 1 Irl ■ I -fd SIT6t9, 4/10/00, , •••• 61'r'100L. OP AGCR�SO,� rvv++ + \� .•.• (T�•.OP S) {� t �-- 60aw"RAPT,NE cow_ blDmkt" PER PLAN O -MR \\ �� PL'R PL�4N� I RAMP 'y 61DEWA-K. PSR PLAN � ui � ' L1 µ-3 � SAP! OR O?t•!R ..::. � ter- PAIlCNG dllEA , ....... • W e••::••••••••tee, f�J1.�4ieC� � P�4iek 11 / NTR1' T6AN _ "� - ' "''� ••••:•_;•• DF�GTApLQ UL,•r4l�flNCs, W ... .._. ' SCALE= 1/8' • I'-Ve r163_A_DT01, 9,'2'0.06 e••••i°• . °•••. PEIR ENLAIRGED PLa4, SEE -- Z W 1 W (D ! � LU l ' b ) k iel�1'1P TAIL � $I t' W-.K„IQAMP 011TAIL z � 4 �►13 OCALE: 1/4'■ I'-its' G1\Drnwings\I talls\S1te\SIt017j,9.20.0S A!? SCALE: I/4' a' SIT017n-R, y•20.06 z m _ _ r ;,{ u " - M,�. �'_�• ;IIT r' 11' I'Isx`� _ r 1, Avoid placink+a g drage otn�stur•e, •Dtfwtim boxes or other � � � oiaNn,ctlons In fronto r awi� RCo�s I „w Q ' l �6' ►' ► 9 L-------Ore 1. The e�etecttlble lrambngp�ttrin+e car C [� be c"wtod b� aoc•ptabki a►s>s�x .wj Pt� �'J tFtllt will edwv tlti tr�ase•tald1 I (' ;,. .. S. Pinos trunoatwid dews detectable �..4. D L` I < 2 dome 4%wwkww and spacing ■Iww+• I tt P1wx. w."t Q textures In the lose 24' of W � u b the tJ r"t of the r6ep 0111W i ` ', \\ SIOl1LL441C RA11F' alto W#vbcl - , &I YIN Arrorge doeme 1� �+ - I �7 � !l ,wn.,,ro. ar•.w„•s. on1l. ao IIbwAw V i .`.: .�� (oo.tinip Wall b• "" V*llow In v y' l;I. •° 3 ® / �» 6.HOA NUyH x A4cm WIDE CAPIpIE1E CISH �,_4pe aa+oslp �WSOOT Nd sloee or of !-d►' Q T BAN OP C)RIIA"Y PER PLAN W �•�•� iii. V4-bk'J•I RALJNQ AIAAINS _ . . r. � � oot�tly �p�ta =ONO.WELL PANEL. P'1ROVIC.tE 04 BAR CONT. - a CAST M PLACE A. Pa oa+s4uetlon or t►IYdw ani i M��et�pa PLL �OP CUM w/ • P�lII'aTER 7'-t' P,MMIng DRTE.:TAiL! HAAR�RdO� aAaktle Or pt�b►ie r4jK-of-Oftaa4* z 3 00=111IM - M. r 4-----PA'dCRili 6PA� TILFA V TPIDCATW C)4"6 d+r�aK"W4 este bu1khng oade�. �� I '� .10 _ + a• x We 6TAT>Q I;IeAn1.0 P1"PLAN -� (6•:�T'r v-ELLQWJ �^'" N V2' • . -0' SIt005.dwg F " QsIMVlCH >l1iL1. LOOP IN COIICRiT/ �- P,4MGINti slaw I(010 44,96D) AI 2 SCALE: 1' . rAv1•11NT. NE an-aGT Dtaua's raE IV A %. Il'414llw'1AT1oN 0 o ZSaS a o�G-0(11100 R -� 10 000000060000000 CVr�CURS,FOM PLAN------ .fi e - 12' x D' VAN ACO RS611" � 010 000000000009991 b•• oro o0000000o0 6k1N (Skis Badtgrouncl v i - - - ` - - --.-.110 V" BOLL.AN! * •' rrP. Joo"oFpobo00000000ogo d noc o00 0000000000000 �I8 OF 4 - COR4ATE L.00.d1T10N v 1 4q{�t LeOtarltg) 0 - Jo0oo000000000000a o 0 00: �ooc000000000boo6d NO NO NO �y� � � )c;o0000000000000000 0 Doc d')000Q o.0000000000o PARKING PARKINS PARKING ,,. �3006PC00000000000Q0 0 AOC 00000No 000000O40d i 0eO 100000006o0000010000 00 0 0 c A OOOQoO'0.000,9OOOd0.00 CCN�`4 SLAB■ 11�T�•�� : 300000 0 0 6 o 0 0 0 0 0 0 0 0 0 c 0 o D o c o o g 02000000600 RI°lP LANE flRF l ANE FIDE LANE ?:. A U POR AC G L �1 M ::: ,•, � TRLtN�ATEG D01„�: 5000000b00000600600 611 oac � 1 • BLAJE D,ACKSMA 1DE�Ks111 0 pETECTAII!-R 1)0-161Vd6000000000000q00&o0oryc -O' ••^ szltn o 0 o no o s' 0. _G C c I � DRAWN PlJit z 4gboe0 A F. T 1 6 •°.>,f•n S � �''•NDIg1I�ILK. ' � .IOISNO. Ota d M PI![It P1.IMt OF /1C - UNIT11 STVNCVL Q' 1a' �e . I DA 1E 1?..t.Qb 4 1 ' -®' Erg OF MID LEI T1sltl5 ON A -!' 1E-0' TIB WOY � LETT'EIlit'1Ci 6►4AJn.L � _ /�1T INTO 111i141dJLIR WAY (��,��) WdITE 110"C11\4! SACX►IA01ND _ AU -CV an AK OHM Qpm ' , all to LOCATI"OF RIs AITA"AA%%%ACC" RG+ADS J Al • 2-RNINQ 0 r 1st , SCAt V&' • P-0' 0�163_A_DT0l, !LN!A6 A�•Z SCALE: W.S. bGAL 01\gra•M�gs\DQtaSsl\Site\SIt0E7_LSt , 17)1 Lrs 1/2 • 1 •0 SIT092, 4/12/91, �) #�I PARK I I I a Al2 SCALE: N.1.8. 03165_A_.DTOS, 11.2506 G:wiwh dWAt{lolla►bLwln.netOls 145_AN�lbl wvioa U:%:SJ w Itl'wwolp a) •�. -77 1 Mon :.. r•,..»....k Awa•- � � OI ( ' , SIIill�i illi 1111 i,lii II 1{ 1u 111 1 I ICI1 +It1 1III!III�IIIIIllI �I1 ;,mVIIII 1 1I II % 3 NI10 V 3 2I1 21, 1� �11�11 1111,Y.,>ia' 30X -. � �•. , i X 1. , 7, �4:... , :'d. L. Y�.�7, I f, 1. . k:A U` 1. ,, 1 ,y '.7 k. 11 1, 1, 10, S4,,, h,' fin 11 0 ... r .. , yid J 4,: ♦/�� ..e1741 �., • . ..+,i.....r... -- L.w.,usual.Jur.:+araw4'i,rrwWUYLLW"tl�•... •"'.•'•`-....iii:lMfiaY+i►Y. , . •moil::. • . • ♦ • V. • • ♦ • • 1 $ • 0 ELI. • • • • , • •• • ' p' . it1 . I N 1 O GENERAL NO-,ES: -- ------ 34. For private improvements, A.C. powernent shall conform to OSSC (0007/A_PWA) 60. Unless otherwise noted, water service pipe 3-inch and smaller rx1 the private side o M «. J � Early Re". for for payrneht 00744 (Hot Mixed Asphalt Ccnc,rete Pavement). Unless otherwise specified or alnown on of the meter shall be Schadule 40 PVC. Water service pipe 4-inches and larger on in nri �' av c 104 1. Cmtrnctor shall procure and caxnform to ail construction permits required by the n illf@d Testln and Fre uBnC a0 a0 +) u �O City of Tigard• q 9 Frequency -TOthers-- the drawings, base lifts shall be 3/4" dense graded mix, while wearing courses shoil be the private side of the meta shall be AS1M1 D2241 DR T1 (200 psi), with rubber uti u�► 0 - - -- - - Car-aactar Ir ,_ 1 2' dense graded mix. Unless otherwise specified or shown on tate drawings. A.C. gaskets conforming to ASTM F477. Unless otherwise specified, private water service •.I in E ilw r�.;... 1� / 9 sP 9 D � .- (U 2. Owner !o a all project permit cost Indulin but not ikr►ltod to utHlt topping. pavement for parking lots and streets shall be Level 2 mix (50 Now Marshall) per piping shall be hydrostatically pressure tested to a minimum of 150% of the maximum k5i uS ,,a 0-f a, TV, pay P p s. 4 Y PD 9• Mlaler OSSC (ODOT/APWA) 00744.13. A.C. Pavement shall be compacted to a minimum of static pressure at the site. f- W M i .n.n jurisdiction and chlorination costs The Contractor d allpr coordinate with the gavhour 91% of maximum density as delermineed b the Rice standard method. Written AC jurisdiction to determine kp<xopriata fava and provide the Owner with 4J9 hours notice - - --- y y 61. Domestic and fire backflow revention devices and vaults shall conform to Preesw•a (to M e�ltrhssoed by Owner's Representative aveement cam action test rewrite from an in eunderht tontln la�orata must be D prior to the required payment of fees ax costa ,� See note 4 P P deD 9 Y � `,� _ or �o� �ncY) requirements of public and/or private agencies having jurisdiction. The Contractor shell _ _ received by the Owner's authorized representative before final payment. 0 3, ATTENTION: Oregon law requires you to follow rules adopted by the Oregon OtNity Bactewfd tlwuer Tort Per Oregon Health Division ✓ See note 2 of he work. for having badkAow devices tested and certified prior to final acceptance Notification Center. Those ru!e3 are set forth In OAR 952-0011-0010 through OAR - _ 35. Unless other-;ex shown on the drawings, straight grades shall be run between all of the work. � � Z 02-001-0090. You may obtain copies of the rules by calling the center. (Note•. the Chlorine Residual Test _ Per Gty Requirements ✓ _ finish grade nlevatiorns and/or finish contour lines shown. 62. Contractor shall provide all necessary equipment and mate-{els (including plugs, " - telephone number for the Oregon Utility Notiflection Center is (503) 232-1987). `- - - Sonitory Sewer 36. Finish pavement grades at transition to existing pavement shall motet, existing biowoffs valves, service tops, etc.) required to flush, test and disinfect watere'urnes pi. V7 Z avernent grades or be feathered post is w!fh existing pavement as required to public agency requirements. 4. Contractor to notify City, County, ODOT and all utility companies o minimum at 48 -- -- - - P 9 P din 9 Pa � �� Z . provide a smooth, free droining surface. 63- The work shall be performed in o manner designated to maintain water service to I Q business hours (7 business days) prior to start of construction, and comply with all Air Test Per ra.y « AF'wA Rpequuirarnents, Sus Hots 4 other notification requirements of ogencler with jur-lodlction over the work. whichovrur Is more nhringent i buildings supplied from the existing waterlines- In no case sl all s". cur to an main Q i -- _ - _ _ 37. A:I existing or constructed rranhdes, doohouts, monument boxes, goo valves, water 9 PP 9 Y �"'� I J 1 5. Contractor shall procure a right--of-entry permit from C.WT State Highway Division Storm valves and similar structures shall be adjusted to mat& finish grade of the pavement, Dine or building be Interrupted for more than four (4) hours in any one-day. for oil work within the State right--of-way and conform to oil conditions of the permit. ..ldewolk, landscaped area or medlars strip wherein they W. Verily that all valve boxer Contractor stall notify the City and all affected residents and businesses a minimum of � Q I a iflarharsi 95ai of actual Yuids dkandw ✓ See nota 4 and risers are dean and centered o•Aw the operating nut. 24 business hours 0 business day) before any interruption of service. •� 6. Con.roctor shall provide all bonds and insurance required by public and/or private - Z agencies having jurisdiction. Where regained b� public and/ax private agencies having Concrete .� 38. Unless otherwise shown on the drawltgs, no cut or fill stapes shall be constructed 64. Where sanitary sewer lines cross above or within 18-inches vertical soparotion below ■ jurisdiction, the Contractor shall submit a oultobte maintenance bond prior to final -- -- - -- steeper than 2H:IV. o waterline, sewer mains and/or service laterals shill be replaced with a 12 foot length UJ payment_ Skinp, Ab R Cylixlers for al structures, uwb� sidewalks de PCC ,/ See note 2 of C-900 PVC pipe (DR 18) centered at the crossing in accordance with OAR 333. 0 pahernentL Unto s otteerwW >ii��. one oil c, clpn� Da 39. Unless otherwise noted on the landscape plans, al! planner :,reas shall be bockfti;.-d Connect to existing sewer lines with approved rubber couplings. Example: For on `� W 7. All materiels and workmanship for facilities in street right-of-way or easemeits 100 cubic tads (or portion ttwso!) of ooYuxsts poured aur day. with approved topsoil minimum 8" thick. Stripping materials shall not be used fax 5 'w,cin waterline with 36-inches cover, 4-Inch service lateral lnvrts within 5.67•-foet U. Slump a air tests rsquisd an saris khad as cylinders. planter b•idcflll. (68-inches) of Ankh grade must be C-900 PVC. Center one hull length of waterline U. R� shall conform to approving agencies' construction specifications wherein each has _ jurisdiction, Including but not limited to the City, County, Oregon Health Division !OHO) - - - -- - pipe at point of crossing the sewer line or sewer lateral. Mote 1: '0fhers' niers to Owner's authorized lathe a use kxtbls. 'w• Contractor shall seed and mulch all exposed dopes and disturbat•1 areas, which are � and the Oregon Department of Environmental quality (DEO). R��' Approving �nry not scheduled to be landscaped. W -� Contractee responsible for whadulinq testing. As toting mud be otxnpletod prior to P SANITARY SEWER SYSTEM: performing subse4 uent work i u 8. Unitas otherwise approved by the Public Works Director, construction of all public 41. trading shown on the drawings is critical •.o functioning of detention system and 65. Unless otherwise specified, sanitary sewer pipe shall be PVC in conformance with 1W facilities shall be done between 7:00 a.m. and 6:00 p.m., Monday through Saturday. I Male 2: Testing must be perhlr"wd by on approved independent testing laboratory. shall be strictly followed. ASTM D3034, SDR 35. Minimum stiffness shall be 46 psi per ASTM D-2412 and pint In LIZ$ 9. The Cont,-octor shall perform all work necessar• to complete the project in 1, Note � in odotUan to In-phos density testing, the subgrade and boas rock shall be proof-- type shall be elastomeric: gasket conforming to ASTM D-3212. All other appurtenances I H y*, _-,"', PI �, roved w." o knoded t0 red durnp trine praridsd by bus Contractor. B=wock proofroN 42. Contractor shall coordinate and ensure that detentlem pound volumes are Inspected and instoliation to conform to the City specifications. accordance with the approved construction drawings Including such Ine•dentals as may and roved b public agencies having I -• be nae !o meat livable agency requirements and Ovide a cum )clod Project � tale pknrx irxthediotdy prior to (within 24 boos old Po'ul^Q. sinal sfhdl be approved Y P Slee g jurisdiction before paviing and landscaping. essmry Opp g Y P � idresood by the Oww's authartzed Repesosntative or approving o9ency. Locatikxn and 66. Contractor shall provide all necessary materials, equipmernt and facilities to test = pattern of prootrall to be as directed by odd Ownw's authorized Reprsssntettm or CURBS alt SIDEWALKS: sanitary sewer pipe and appurtenances for leakage in accordance with testing schedule 10. My Inspection by the City, County a other agencies shod loot, in any way, relieve u the Contractor from anobi tion to perform the work !n strict compliance with the ��9 herein a the City'n construction standards, whichever are more stringent. Sanitary Y P PI 43. Unless otherwise shown or Indicated on the droving-mi. 6-inches nominal curb sewer pipe and appurtenances shall be tested for leakage. Leakage tests small include = contract documents, applicable codes, and agency requirements. Note 4: To be oiliness by tho Owner's Reposes or approving ogwk-y. The Contractor exposure used for design of all parking lot and street grades. an air test of oil sewer mans and laterals and vacuum testing of the manholes . shod perform pretests prior to odieduNng wttrae sd waterline or sanitary ower Manhole testing shall be performed after completion of AC pavement and final surface I <O 11. Contractor shall maintain one complete set of approved drawings on the presses togs, or pipeline mandrel toot. 44. More new curbing connects to existing curbing or is Installed do ng exist!-ng streets restoration. construction site nt all tines whereon he will record dl approved deviations In or pavement, the gutter grade shall match the existing street grades so as to allow construction from the roved dranrin s, as well as the station locations and the Note � the engraved indepwrndent l,baratory retained by the Contractor shah provide a • gutter gin Y STORM DRAIN SYSTEM: approved g chP drain a from the street .o true tier and throe an transitions. The Con of all existing utilities encountered. These field record drawings shill be kept up to certification (stanipeo by an engineer licensed in the Stats of Oregon) that the shall notify the Owner's Representative In writing of any grade discrepancies or date at all times and shall be avallobie for in ec:kn b the Cit a Owner's �'� was Prepared and all ,.igM•heorwd els wow a ploced in accordance with the sD y y Lprovisions of the construction ch a.6 and the contract documents. problems prior to curb placement_ 67. Storm sewer pipe moterids to conform to the construction drawings and City > Representative upon request. Failure to conform to this requirement may result in - -- _-- �,� n oequlomaxhts Unless otherwise noted w shown on the drawings, storm sewer pipe c,, .2 -44delay in payment and/ox find occeptrxnce of the project. 45. Sidewalks shall be a minimum of 4-inches thick and standard driveways shall be c materials with watertight jclnts shall conform to the table below. Contractor shall use mak 1�, W 1p Y_ r minimum of 6-inctnes thick. Caxmmercu.l use driveways and alley opproocho7 tshdl bs unifamin pipe material on each pipe run between structures unless otherwise directed or a- a I 12. Upon completkart of construction of all now foaclities. Contractor shall submit a minimum 8-Inches thick. All curbs, skdeerdks and driveways shall be constructed using approved. Jointed HDPE pipe shall not be used for slopes exceeding tan percent (10%)- o M 0 1 - : dean not of Add record drawings eontainin-1 dl ae-built ihfamatkan to the Engineer. EXISTING UTILITIES alt; FACILITIES: .3300-psi concrete, and shall be cured with Type 1 or Type 1D clear- curing compound. a -k All Information shown on the Contractor's fiend record drawings shads be subject to _ __- ,� Sa '• verification. If signifkaht errors .x deviations are noted, an oa-built survey prepared 20. The location and descriptions of existing utilities shown on the drawings are 46. Mlhere trench excavation requires removal of PCC curbs and/os sidewalks, the curbs - "`�` --- -- i, �P + and stamped by a registered profesn!oxnd Land Surveyor shall be completed at the piled from available records and/ox field survevs. The Engineer or utility companies and/or sidewalks shosll be sawcut and removed at a tooled joint ,ern•-es otherwise Cover Depth 6" - 18" Diameter Contractor's expense. do not guarantee the accuracy or the completeness of such records. Contractor shall authorized in writing by the City. The sawcut lines shown on the drawings are ,� 13. Contractor shall procure and conform to DEA starmwater field verify locations and sizes of MI existing utNitiea prior to construction. schematic and not Intended .a show the exact ollgnment of such mia. Class 50 ductile ion pip3 with ball and spigot joints and rubber p permit No. 1200C for Lea than 2' Cover gasket. eonsrruction octivltles where 1 acre or more are disturbed. 21. The Contractor shall be responsible for locating and marking dl existing survey PIPED UTILITIES: monuments of record (including but not limited to property and street monuments) 2' to 2-1/2' Cover Pipe specified for leaser cover depths -or- R 14. Elevations shown an th4 drawings are based from Washington County Benchmark No. rlor to construct 47. All t 4n of existing municipal sanitary sewer, storm drain mains, aid r Ides 69 p ion. if any survey monuments are removed. disturbed or destroyed aPP g 9 P � pass 3, ASTid C-1•; Han-reinfcas-ked concrete pipe with bell and � 489, E7avation 21 9.31, consisting of a 3-inah brass disk stamped 'State Highway during construction of the project, the Contractor shall retain and for the services must be done by Contractor farces, unless otherwise required by the City of rd. P4 Poi spigot joints and rubber gaskets. ASTM 150 Type {I cement. -ax- Department R 209 1934 located in the second step and ihs Tigard Grange Hall. of a P4egistereed Professional Surveyor licensed in the State of Oregon to reference and ,1 Surve m for design was completed b R o ilk Associates, Inc. at 503 408-1507. replace all such monuments prior to find a,wnent. The monuments shall be r oced 48• The Contractor shall have approptiate equipment on site to produce e Ln PVC pipe conforming to AWWA C900 DR 18 (6"-1,.') or AWWA J � Yi 9 9 P Y eDi>� ( ) P 3. , within a maximum of 90 days, and the County �„veyox shall be notified In writing as smooth, undisturbed subgrode at the trench bottom, true to grade. The holt.m of C-905 (14'-16 ) with basil and spigot joints an,i rubber gasket ;; r 15. '`he contractor shall retain and pay fax the services of a registered Civil Engineer required by per ORS 209.150. the trench excavation shall be shall be smooth, free o,♦ loose moterids or tootih __�_ _ _- _._ r,� 3 R , end/or Lend Surveyor licensed In the State of Oregon to establish construction control grooves for the entire width of the trench prior to placintl the granular bedding 2-1/2' to 15' Cover Pipe specified for lesser cover depths -or- 61 2- a I and perform Initial construction surNeys to establish the lines and grades of 22. Cokntractor shall field verify location and depth of all existing utilities where new motels). - Inprovements as indicated on the drawings. Staking for buidings, structures, curbs, facilities cross. All utli'ty crossings marked or shown on the drawings shall be potholed PVC axhfurmin to ASTM D-3034 SDR 35 8'-15' or ASTM UX gra sty drainoge pipes/structures end other critical improvements shall be completed using hand tools or other non-invasive methods prior to excavating or baring. 49. All pipes shall be bedded with minimum 6-inches of 3/4"-0 crushed rock bedding pie g ( ) PI F-679 (18') with bell and spigot joints and rubber gasket. 8 b - 'i using equipment accurate to 0.04 feet horizontally and 0.02 fast vertical's, or batter. Contractor sheep be respo!hsible for exposing potential utility conflicts for enough ahead and backfilled with compacted 3/4'-0 crushed rode M the piste sone (gushed rock __ __ 9 ! Use of GPS equipment for construction staking of these Impr'nvernents Is prohibited. of construction to make necessary grade a alignment modifications without delaying shall extend a minimum of 12-inches over the, top of the pipe in dl cosws). Crushed B The registered professionul surveyor shall provide the d engineer with c les of all the work. If grade ox• alignment modification is necessary. Contractor shall notify the rack trvneh bans 11 shall be used under all Improved areas, Including pavement. a E grade sheets for construction staking performed fax the project. Design Engineer. and 'hie Design Engineer or the Owners Representative shall obtain skiewalks, foundation slabs, buildings, etc. 88. Contractor shall eesignate the pipe materiel actually installed an the field record � W approval hum the City prior to construction. drawings and provide this ivifomhation for inclusion on the as-built drawings. AM I 4 I 16. See architectural drawings far site lighting, site dimensioning, and continuation of 50. Granular trench bedding and backfill shall conform to the requirements of OSSC 69. Catch basins and junction beer. shall be set !square with buildings or with the =1I of alt utlitiee. 23. AJI facilities shall be mn4htained in-place by the Contractor unless otherwise shown (ODOT/APWA) 02630.10 (Densis Graded Base Aggregate), 3/4'-0. Unless ot'terwioe edge of the parking lot or street wherein they lie- Storm drain inlet structures and A or dir„cted. Contractor v hall take oil precautions necesear to support. maintain, or shown on the drawings. corm gran Y Y paving shall be adjusted so water flows inter, the structure without pending water P Y PP Q , pact alar bchdofll to Alii of the moxlruum dr density TRAFFIC CONTROL otherwise protect existing utlitieke and other focilities at all times during construction. per AASHTO T-180 test method (Modified Proctor). • Contractor to leave oexlstinz facilities In m equal or better--than-criginal condition and 70. Unless otherwise approved by the Engineer, all storm drain co nnectiona shall be by LY Li Z " 17. Contractor shall erect and maintain bor-leades, woo, ing signs, traffic cones per City, to the satisfaction of the City and Owner's Representative. 51. Contractor shall arrange to abandon existing sewer and water services not manufacturwd tees m sodiles. Q = O County and ODOT requirements in accordance with the MUTCD (Including Oregon scheduled to remain In service In accordance with approving agency requirements. 11 w amendments). Aoxess to driveways shall be maintained at all times. All traffic control 24. UtNlties or Interfering portions of utilities that ars abandoned In plocr, shall be removal 6 the Contractor to the extent necessary to accomplish the work. The 52. All 71. Uniess otherwise shown on the drawings, all storm pipe Inlets dr outfolls shall be ~ O1` measures steal! be approved and h pla.e prix to any ounetructbn activity. Prior to Y Y Pi piped utilities abandoned k place shell hove all openings dosed with concrete beveled flush to match the slope wherein they lie. � �J O exhy wait in tins existing public right-of-way, Contractor shall submit fled traffic �ntrc- 'x shall plug the remaining exposed endo of abandoned utAitkse plugs with a minimum length egad to 2 times the diameter of the abandoned pipe. LL � 6 contrd plan to the City, County and ODOT for rclwlew and Issuance of a Lane Closure 72. Sweep (deflect) storm ,sewer pipe into catch basins and manholes as required. I- it or Worik in Right-of-Way Permit. 25. Contractor shall remove all existing sighs, mailboxes, francs, landscaping, etc., as 53. All non-metallic water, monitory and storm sewer piping ahall have an electrically Maximum joint deflection shall not exceed 5 degrees a manufacturers Z O L Q required to avoid damage during construction (md replace them to omistiny or better condur:tive Insulated 12 gauge copper tracer wire the hill length of the Installed e Lv Li c-7 condition. g pipe recommendations, whichever is less. using blue wire for water or*d green wire for storm and sanitary piping. Tracer win* U U CC !_ TESTING AND INSPECTION: shall be extended up Into di valve, boxes, catch basins, manholes and lateral cleanout 73. Unless otherwise shown or directed, install storm Power pipe in accordance with 26• The Contractor shall be responsible for managing construction octivitles to ensure boxes. Tracer wire penetrations Into manholes shill be within 18 Inches of the rim manufacturer Installation guidelines. - W 18, The Contractor shall be responsible too ensure that all required or necessary that public streets and right-of-ways are kept dean of mud. dust rw debris. Dust devatlon and adjacent to manhole stops. The tracer wire shall be tied to the tap Z abatement shall be maintained b ate watering of the site D the Controct.or. manhole stop or otherwise supported to allow retrieval from the outside of the � o Inspections are completed hY authorized Inspectors prior to proceeding with subsequent Y g Y eP Pty .4. Before mandrel .coling a And acceptance, flush and aeon all storm drains, and 0 � -J work which covers or that is dependent on the work to be Inspected.speeted. Faluro to obtain manhole. remove all foreign material from the mokhlines, manholes and catch basins. � � � necomomy inspections) and opp•oval(s) shall result In the Contractor being fully GRADING. PAVING do DRAINAC respan+aible for all ems wising from uninspected 54. No trenches in mldew;Ike. roads, or driveways shall be left In an en emdition Q (� P� 9 opee:ted Hoerr. Ys open 75. C'ntractor shell conduct deflection test of flexible sbxm sewer pipes by pulling rein 27. AM materials and workmanship fat cempoction, file, ding, rocking and po%4ng overnight. All such trenches shall be closed before the and of each workday and z r pedestrian flows restored. eapprov�d mandrel through the completed pipeline following trench compaction. The 19. Union otherialso specifled. the fallowing table outlines the minimum testing schedule within the public right-of-way shall conform to City of d Standard Construction norm traffic and diametas• of the mandrel shall be 95% of the initial pipe diameter. Test shall be 0 for the project. This testing scheldiAs is not complete. and does not relieve the Specificatirns• conducted not more than 30 days after the trench bockfilling and compaction has been C� 0 Q = Contractor of the responebNltyy of obtaining ail necessary inspections a abeervatbns WATER SYSTEM: corriuieted. � 7 - 0 for oN work performed. reg"- of who h responsble for payment. Cost for 28. Unless otherwise noted. all Qro iding, rocking and paving to confwm to Oregon -1 - m = retesting shall be bome by the Contractor. Standard Specifl,c ntioacns for Construction (OSSC/ODOT/APWA), 2002. esditlon. 55. City forces to operate all valves, Including fire hlwtr nts, or existing public mains_ FRANCHISE & PRIVATE UTILITIES: 29 iiosar and gab within wank limits dl surface veegetatlon, trees, stumps, brush, 56. All water mains shall be Class 52 ductile Iron. All flttin,,s 4-Inches through 76. Unless otherwise shown on the drawings or approved by jurisdiction having runts. etc. Do not domage or remove tress except as opi rovnod by the Owner's 24-inches in diameter shall be ductile Iron fittings In conformance with AWWA C-153 authoxit all new frann�hfse and private utilities ower, cable TV, tel hone, W _• I D 7 Peru RosgornsbNo1""onl Y• P (P eP gas. data, q n Representotive or as shown on the drowirngs. Protect all roots two inches In diameter or AWWA C-110. The minimum working pressure fox aN MJ cost loon or ductile Iron QY -- -J Required Testis,. and Fraau+sncy or )area• flttinrpr 4-•inches through 24-inch in diameter shall be 350 oil far MJ fittings and 250 communication, control, alarms, etc.) shall m on ted underground- water, sanstion r � � Contractor psi for flanged fittings. such utilities a asseciateki conduits in a common trench with public voter, aanftarY 0 � sower, a storm sewer is prohibited. ----_=�-y _ _-__ 30. Strip work limits, removing dl organlc matter, which cannot be compacted Into a N. ... Streaks. Pm*hg Lots. Ponds. Fla, etc. stable moss. AN trees, brush, and debris associated with clearing. stripping or grading 57. All water mains ter be lnstdted with a minimum 36 Inch cover to finish grade - O � O L-1Jshill be removed and db4xmed of off-site. uMaos otherwise noted a dkectoed. Mister service lines shall be installed with a 77. Contractor shall ceordlnate with power, teleptnone and cable TV companies fax l r4 Subgrode 1 Test 4000 S.F. mintmum 30-inch cover. D the ma be r ked as shown on the drawin s a location a relocation of vaults, pedestals, etc. AI! above--grade facilities shall be 0 a1 / /til'• (4 min) Sobs hots 2 owAer �P Y eW 9 rtnote 3 . For poivate Improvwrnern.:a, except as otherwise allowed by the specfficatkirh, c9rawirg to avoicd obstructions ploaced In a laxation outtelde tins proposed sidewalk location. .�._ _ detole ox notes. ImmedWel fdlowln In anti dlnti Y 9 �Inal 9 Sim g -190 ions, hPact78. Power, telephone and TV trenching and conduits shall bye installed per utlitEngiherersd Flfs t 7alnd/4000 S.F./Lfft (4 mfr) sm note 2subgrode to 9.' oat the maxhn.•m dry density per AASHTO T-180 test method 58 Thrust resrtmin Irhall br provided on dl bends. tees and other dkectkn changes per y DESIGN RCE. art' ` j nR rusts 5 (Mod"Ied Proctor). 5ubgrade must be Inspected and approved i� the Owners load )uriodktion requirements and on specified or shown on the drawings. Unless _110111111111111,I company requirements with pull wire. Contractor sholl verify with utility company for Y size, location and type of conduit before construction, and shill enelire that trenches DRAWN RCE nn � t ---------- - -- authorized AwntotWe beforo a'I embankments. en eered Me or fine ino0w rise sho m or approved by the Engineer. all valves shall be flanges connected to equ y prepared P Y company - changes is�iitk 8eeororsk 1 Islet/1000 5 ./L!!t (4 m!h) See Hole Z hx boss nor g adjacent tea or cYo�mss. ors ad std o3d for Installation per utMlt cam ah slrements. All khan JOB NO, 051f�5 e % r h direction of utNity conduit runs shall have long valines stekhi bends �� ,« rheic 3 32. For Mate Nn " 59. Water service 2--inch and smaller an the public !side of the meter shall be DATE 11--X08-06 �: ` �'+,' ;r, ,;,r I +'= ------ ---- Pr Improvements. ON flNs shoe. be engMhoArXkld except for els less than pipe 79. Contractor shall notify and coordinate with franchise utNltic►e tax removal o % r 7 4 � �, }� ¢3,y, t - Asphalt 1 Test/WIXI SF•/LMt (4 min) Selo rhob 2 18--bhchm In depth which aro located outsldm the public right-of-way, bulling pods, Type K salt copper tubing conforming to ASTM B-88• Water service pipe 3-Inch and 44 1 n `` I x„'1,, i`•,' �. �a' �--- ing tots or other areas to be Improved. lr�h eared ttfb shoal) tine ouslstru+aed In P" huger shall conform to the construction odrowtnegs and approving agency standards. relocation of power pales. vaults, pedestals, manholes. etc. to awW conflict with Clty o n, 1. utl structures. firs ants, met , sewer or storm aterol , etc. ,. parts ;If„ , lR . f T� n ,, v P .. ,.,_,r A Piped umaj si AM IIRs ~ aMmvisA Each lift shoN be enmmpacted to 95% of the maximum Y hydr I _ _ � R ors I s ,, b `, ` ;t, 1 dry density fr:• AASHTO T-1190 test method (Molifi.«d Proctor). 80. All franchise utlet structures vaults, pedestals. light es, etc. shall be set a a ;,,, Tt+srids Bleak!• { Tlsat%1A0 Feet Thwis!►/LM (4 rine) � � Smm Heb 4 y ( ¢' Pd ) !�I,;"- . 33. For prlvete impro ismients, shah%,w i ckwack shah omform to the rsquirvments of mkhhwm of 1 foot from any property tamer or survey monument. • Trumh AC R"twoom 1 To*/= Feet Trwooli (4 mini) ✓ !a nob 4 a err alt' 10 (W�nas QlrorNd gess Aggrogate). Oafnpoe.�t bassrodt to dr�� per M'sim T-180 tet mesad (Modified Procl%4 CONSTRUCTION NOTES 11 11 ��r ,: Witten basersch earilge m ,stilts *m offs In ftaWsrtt too" loboratwy must be ncostwtl by the 0vtrrsr's authorftosd repraentotMs before placing AC petvernent. � WE JO 2562.1000.0 J to a err x• \ ' A -�..rl�.�•�.U„nrr'..n.v�ns+,.rr+,.._,v... rr..«�'.,sww,-•rw+iw+w.�. �,q,Ar„11,. ...-...,,,rrw.. _w_.w..-..-_�_.....-.-_ _.._-�-_�._..-..-._..._-.-_.._� _-_._... .._....-.-.. _._-_ �.. , T rronr:y+tuum..� iekll10f�11a4,A•:0• stii0/�Aln ( Wim, mow kwwltdoMaak•ra�rnoiltit,: eYtw,wr�xsn�4�wrtr mrurl , �111111111rll.!1111111 l:1111 1111'111!1111 Illi 111 1111 Iill 1111 Ill)II11 1111 illi tilt Nit kill 81 Illi 1111 Ill!ulni 111f11 I l(1 I,Ilill!lltllki i llpiu 111111hi 111111111 1!1!11,11 n11p1I1 111111I1I i1i111111!,1111111 111111111 illlllllkl111111111 I tilil:,tllU1llil1>vl 1i 1 I I l l 1 I 1, i a'04 _ . T T 3 T 1 sT tb Ili 1�2 1� 1�4 lie 1`7 II- - I ), t�tt > 1, I :� I tr37 �e �■ 30 11 i . - - I ,__," I ., ". 1.� 41*MPM"rw"wpn" � a t ". ., ... t, ;a . ., , --. r s. 7 + w.1 :;r 'M ti' • ..ti. - �� ,�An l•r :i� ii ;i Y. f row r M C� ri a+ O C. In U61 "" a Ln ri U aCD ^ " a In In oca at: t- oo fun0 /1 ro v. Q L -- T V - "� VE-� THE PUWITtTF IS REQU!�D TO MEET Aa THE CO��: 'SNS OF Ilk 1200C PERMIT. T4S E.SCP AND / ._. GOODM LI WDU IES GENERAL COND(TIONS HAVE BEEN DEVELOPED TO FACI,l1,TE COMPLLANCE WH THE 1200C Pour q CONTACT: PETER COLUNS REQUIREMENTS. iN CItSt3 OF DISCREPANCIES OR OWS'SIONS, THL1200'l PERMIT RLWIFtJIIETrIS SUPERCEDE lJl 1943 SE SIXTH XANUE REQI Iv�TS Of- THIS PLAN. `L' Z FORTUNE, OR 97214 STANDARD EROSION N AANDSEDIMENT 4 _ PHONE 503-283-.6190 FAX: 503-239--1105 CONTROL PLA-N DRAW N--G- NOTES: Q l--- BMA:' MATRIX FOR CONSTRUCTION PHASES a& I. APPLY TEMPORARY AND PERIditV SIA STARLIZAT01 MEASURES ON All DISTIMED AREAS AS WOOING PRMYCM (SCH X&blt) (� ••� WEST£CH LN NC 2- CONLSiTI1CfM ACTHVFTiES WST MW OR WOMIA DX:AWTK)I NO CREATION OF BARE GTL W IRON{ OCTOE ER ! f TO DEO C3lJ[)ANC� �AArNJAL � A LET OF uj CONTACT: RAY E1dT�1 THROUGH MY 31 LAW YEAR. (BCH A7.o-i.) / (SCH I W SALEM, OR 97302 DAY F RA i I • 3841 FAQ OkIxJSTRML DR SF, sit 100 l OURNG NET wFJ►rr�R r'fAIOES Thr SUALIUTION OF THE SITE Wsr oc� AT THE END of EACs RGRIc AVAILABLE �'3, U. � � I•; NFALL IS FORECAST w THE MENET 24 HOURS. A7."A T - - - PHONE.: 503-585-2474 4. Ni E)i4290N1 AND SEDMENT CONTROLS NOT IN THE DMRECT F'11TH OF INORI( IKJST BE 06141M PRIOR M ANY UWD 9'�t / �! �• ,. FAX: 503-585-3986 DLS FaVICE. (SCH A7x-i.) PUBLIC 3F VL5i� kROW PA,rwt;a WET WAY" U. V7 � � OOIOLIiIOM 'ACILTT1Er NSTALLAnoh C%STRIXTON LANDSCAFNC (ICT !-IIAY?1"PfESERVE DOWVE�lA1XiN AND RE-VEGETATE OPflCONSMXMN4 AREAS W1EN PRh^TK'.ABIF_ EiE3.OIE AND IfTER GNiAOING OR ' womb pf9vtkTm NAFFIATIVE DESCHEMOM All TOMMY SEDIIFM CONTROLS MUST kEWN M PLACE UKTTL PERIAMEKT VUTATION OR OTHER PERI{AiIENT MOW' C NQ(TiONS CMUNG OF E)� SOI. ij ESTAWSHEEI. (SCH A7zA.1) '�«•° ' I •«�w..r.�� W _ 7. SF�IF]'R CONTROLS WjST BE NSULIID AND WAR(GINED ON ALL DOWN Gfiy1DENT SEES OF THE Co RUCTCN SITE PLM-x sti�.r AT ALL TIES DURJNNG CON6TRL1CT10N- (SCH VAi.(1)) wroc ' �• # FULLY DEVflOPED COMMEI2('1AL LOT WITH AN EXlSTM1G 120,000 SF COMML-hCI1l BUILDING M. All ACTIVE CATUi ETt%C MUST IW11E SOMW CONTROLS INSTAT.1a ANO MAINTAINED AT Ni TNES DURING CONSTK TiOK (SCH VAi.(2)) �w:rMat/Fwtw e« s�ceK I t AND ASSOCIATED PARKIPdG AND TRAFFIC (�RCLHUTOON AREAS. � - i. LAVER--TIGHT TRIICICS WST HE USED TO TRO&PORT SATURATED SOLS FROM TiE CONb'Ti jCTiON SITE. AN APPf>[ M 2 EN A*DfT iS TO GRAIN THE SOI& ON-SITE AT A O-%NATEU LOCATION LZDC APPIX4WTE OW'x SM MUST BE lommCaNWIL-- ' DEVELOPED CONDITIONS _ _ / OtIVIIED SLFFICEMLY FOR WNMNAL SPW4GE (5+>1 A7.4.ss.3) sexw 70011m 10. TE]RPORNNY STABUZAIION I R COIIERWG OF SOIL STOORB IM OCCUR AT THE ENO OF EACN WORT( DAY OR FULLY DEVELOPED CMfiERUk LG i ''O TH A NEW 120,000 SF COMMERCIAL_ &UK AND OTTER EMP': IIl1ST EiE !1 iFMM TO PRF\iE1ff Tl1RE� D6CFMRGfS TO SURFACE MATERS (SCR A/.@-U) sTw�.r_es ASSOCIATED PARANG AND TRAFFIC CIR'C'ULATION AREAS. --f•`•'�-_ -- _ �� - DElIF10F' Ah? IMINTAIN Q✓1SfTE A WRITTEN SPIT PIHEVDNr101N AND RESPONSE PROCEDLIINE. (SCR A1.s.sL3) c �� So MOMMW --- 12- ANY USE OF TODOC OR G.HER WZ4%OUS ;;ATERMLS MUST INCLUDE PROPER STORAGE• APPLICATION, AND DG--OSAI- ,E,.•�.c - - -_ - - _ NATU�F CQNSTRU(TiON ACTMTY AND ESTIMATED TIME TABLE (SCH A�7.A�2)) - - 13 THE PlTilrrTEE MUsr PPibPF3LLY PREVENT AND MANAGE H,iAZAFOol15 MiLTrE USED CIEs• CON(LAIMMTEU soIL� E' • DEMiOLlTiON (DECEMBER 2006) OONICR£TE HASTE, SANTURi' W ME, LOIW XtSTE, OR OTTER TO)OC SL18STANCE5 O6t'�7VERED OR GM ATED DURING SITE MAP ( lEN A7.a.1..4j .-�v.� I t I • F'118LJC FACA1TlES (MARCH 1 - APRIL 3U, 2007) CON6TRLIC'TION. SCH AA7•ai r ,�V J4„w, NOT TO SCALE 14. 9aMFinwr AMOlNYTS OF SfDMREJNr WHicI1 LW'THE SITE rrllsT 9E .LEA#ED UP WITHIN 24 HOURS AND PLAC© � a fir' • SITE UITIJTES aDIVSTRUCTTON (MARCH 1 - APRIL 30, 2007 :�:�' HAM ON 'THE SiTE .MO STABI@D OR PROPERLY DISPOSED. THE (JI a OF THE %DKW RELEASE MUST BEF, surl�aousEwc cif � s BLDG CONSTRUCTION (MARCH 1 - MAY 31, 2007) FOM NO PREVENTED FROM CJWSSWIG A REO 7CE OF THE DiSCHAMB WITHIN THE SNE 24 HOURS- ANY oa 3" c • SITE PAVING (JUNE , JUNE 8, 2007) N-STREAM CLEAN UP OF' SE MENT 91A11 HE PER11"0160 A MOING TO THE OREGON WSION OF STATE UNOS FONNER • LJN�S?S((;APiNG (JUNE 1- JUNE IS 2007) REQUIRED TME .'4W (SCH A.7h.1) raiussranentou "`� ;��` �-' �' 15. SEDMENT MU)T NOT BE WENTIO KLY MASHED INTO STOR11 SEWERS„ WA MM MAPS, OR WATE} COCS- ORI TOTAL SITE AREA = 2.6 ACRES SWEEPING "TB1 WISED To CILMl UP ITE1FASED SEDMNDfTS (BCH Al.f12) w yam MAN, x ` T&W U 1. i& THE APPLUTIM RATE OF FITTTI,LM USED M REESTA"I VEGETATION MUST FOLLOW THE W#"Xf1F0-S 5►LLG''r9TE I I 1 I � REMOVO NUTRIENT 4 - ��t--� 10 Ilk � f ',� TOTAL DISTURBED AREA = 1.4 ACRES Fran ".0 BE #N SHOULD TASES nM °i�lt�IMSLWACE il 1 ilF�xwi►T�oNI of rIL Wt I • �_j Myo EN CT < oErsar DELL CT. D ,� MAY R>if'AANNI ZONE (SCI I JJ13.) Z/,--� cIdu - x iT SQL CI ASSIFlCAT ION: 17. MUM AM TE: RE]1 NO FRU WJ" SOKK FENCE 00 IT HAS REACM A HEIGHT' OF ; TRT: HEIWr OF , - � --- v�, ILI Is" THE RENEE ABOVE THE GROM. AND BEFORE FENCE REl10NAl_ (Mi A.7.flt) G' PSK .► 1 - ALW SILT LOAM i& SE]WENT MUST BE MOM FRW BDW 0I0 BAGS AND OTTER BARRIERS WEEN iT WAS READIED A HE7GHT OF ss �'"ES BMP THAT WILL BE INSTALLED PRO TO ANY (220M DETU MC 47mTY. R ST.; ' f y� 22 _HUBFRLY SILT LOAM TWO (2) INC7•Er NO BESTINE BMP MOW- (SCH VJ12.) 1D� C tG1�`. 37A "TAM LOAM 0-3% SLOPES i0. ULWK OF TRAPPED CATCH F3ASIf5 MUST OCCUR WHEN THE SeWa RETENTION CANACl1Y MS BEET! REDUCED � �� !� I BY FFTY (50) PERCENT. AND AT COMPLETIX OF PPIO,ECT. (SCH A7.fi.3.) RATIONALE STATEMENT � ��G � )` ;;;CCC ---�� C�� ►' \`F 20. ROOK OF TRAP'P'ED SEDOIIE)IT IN A SEDMEff Edi OR SEDAM TRAP MLr OCCUR WHEAT ,HE S� r s� ALL ON-SITE SOILS HAVE SLOff EROSION POTENTIAL ALL FILL I EN Q� 5�� r s�j RETENTION CAPACITY WAS BEEN REDUCED BY FF7Y (50) WW17, ANO AT COAPIkTiON OF PROSECT. ;SCH A OOIPRE}ENSNE LET OF 90&#RE BEST wN1ALaM `' Mcr1Cf5 (BIP) oFmoNs aIISED ON 000's FNRrl-7 $t. FNRwvEN 51. Gay .Z o MATERIAL SWILL BE GETOUT© ON-BYTE FROM GRADING EXCAVATION AVD A71A3t4) G1NYM MWIAL HAS BEN REVEMED TO COWRETE ' b LVXON AND SEDMEM CONTROL P'I& UTIUw �i 1�? ----- � TRENCH 21. WO MUST 10PRM OF ANY TREATMENT SYSTEM AND OPERATIONIAL PIAN THAT WY BE NiEa:S'SARY 10 TRFAI MW OF THE ANI011E LISTED BMP's WERE NOT CHOSE': OECIN,1 DO WERE OETUWC TO NOT EFfEL;%UY MMUGE EROSION PREVENTION AND SEDrENT CONTh. FOR THIS FAIRHAVFN y v o �' OIMNTIMPMiFD 001151RUCTiON! OE�ITDRIiG OR S�ONT ANMD Rl1Tl3DPTY IN STtkMIWATER RlRitF. (BCH A 7.f.ii.j ti PPIOrECT ETASED ON a ^ E R'C MNG WA IES: 22. SH U ALL CWRUCTNON ACTMIES CEASE FOR TMM (30) Mn OR MORE, THE fJ�fT1iRE SPiE wM BE �IC � ONIONS, KUM SOIL CON DMANS MPOGRA W �SFRANTS, A�IiY M LijTHE SITE, NO OTHER RELATED CON CIFT1ONS, AS T E PROJECT PROGt S AND THERN: TS A ° O 4y y 9 �__ _-_ TE]POfMIt7ILY STA�DlD USIIG VETFTATXIN OR A HEAMY iAECH LAYER, TEMT'QRARi' SEEDIIG• OR OTHER METHOD. NEED TO ;; E ± Cv - - (SCH f } REVISE THE ESC P LAK AN N'IiON PLAN WILL Ev SUBMITTED. f g VIEIMIMOUN, ct.� < HILLVIEw S SW PACIFIC HIGHWAY PE'Q} STORM DRAW SYSTEM 21 S110AD CONETRLX1 N ACTMM CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SI(INFXIINT P10"ON1 OF A � RCE " `4 CT SW MkOXWO ROAD PEED STORM DRAIN SYSTEM CONSTRUCTION TEWORARY II---� NT �-tv SITE. STIMBl1TA1XJ11 IS BIGOTED FaNt THAT PORTION OF THE STTL NRH STRM'. COMP05T, 2 ` € 9 sT.o OR OTTER TACIM ClAl O C TW Wil PRE44�ilT 90l OR WIIO EROSION UNTIL WORN( RESUES ON THAT PbRTION MCDOWD OF THE SfiF_ (SCR AJU.) lF °° IE� OS RANDY PUTNAM ELRG Z t�{ffTW000 COMPANY/A V: PETiCEA11LY O LOCAL AGENCY-SPECIFIC EROSION o s a PHONE: 503-399-1223 PR W " " L�lou FAX. 503-.-1477 � CONTROL------- NOTES ES Q- L i A �, � E-MAN.: LO Irl ��' �hEM5�TERR --ww �J 1. OWNER OR DESIGNI!1TED FU" SAL BE RESPON ELLE FOR PROPER k Al1ATW NO wNTOONCE OF ALL � 0 tY '� OE�CRPTION Gf E�E: 15 YEARS ASA Y "-1 E - t�yURp �v V INEZ ST CHEZ ST - < a COMSTRUCITON SIFEI I00ANT. JOB RM WCLUOE %IPEIMS10N, EIMONI ANO SE M XT CONTROL MEASIJWES. IN ADOQ WITH LOCA., STATE. NO FERE k REGIAATIONS. z 1� Q LAV. WMITENANCE. AND MONITORING OF ALL ON-SITE ACTTVIES, NCL.INIING 2. PRIOR TO IMi' LAK DISTURBING ACIMTiFS, THE BO11NLWWS OF THE CLEARING LW/TS, WG TATED ETIETERS, NO LTJ L1_I � EROSION CONTROL. ANi' SE1NSITNE AREAS 9101N ON THIS PLAN SHAH. BE UEARiY DELINNEATiD IN THE FEND. DURING THE SHEET INDEX v U-) VICINITY AP CONSTRETITQ UCFION P 10 OISMA N CE IS PERMIno BEYOND THE CIFARNG Lum THE OMNIIER/PERIIm MUST 1_t_I Q NOT TO SCALE MARNiM THE UUM AT1 - 'x1ON FOR 1H WION OF THE PS�TaEU, �_MItiNDOtZS TO S ---- _- -- SM WK = 02M JR WFTL'OMED U XIAL_ !I]s2L. CTION FREOIiWt I PRIOR TO ANY LAN, 015TURlMIG X MIFS. i1E BIP's IHAT MUST BE INSTIALI.ED ARE A GROU CONSIRUCTTON UK-* ON AND E NT Q%ff IRq! PLAN: O ch -► JECT OMWX. P4SWA STIINENT CONWOL. NO INLET PROIT TON. ffM BMP's MUST EIS W!1TNNED FOR THE C2 EROSION AND SEDIMENT � `T 1--- -- TAX _ • Oil PER WEEK ON ACTIVE SITES. oL�1ATHDN OF THE F�IFCT. CONTROL ROL ('OVER SNEFT NEAR THE NIiTEFt5EC1TOt1t Of SW MciXUNALD TAX LOT 1201 OMSHOCION COUNTY - ' ONCE EVERY TWD WEE16 ON NhCTNE SITE 5. 4. F VWATK SW, MIRES ARE SPECM, %DING MUST TAKE PLACE No LATER T'AIAT SEPi bKR 1; THE TYPE AND Z ROAD E SW PACIFIC HIGHWY, TOM, • WITHIN 24 HRS. OF A 0.5' RAPT EVENT. PEACENTMFS OF SEED IN THE MIX WIT BE IOENTrrfTFD ON YK PRAWNS. Q EROSION AND SEDIMENT CONTROL PLAN O � W� �-1� �� W THE s. ALL PUAIG OF �iEDfrEJ(T uoEN WATER swu. BE Dls<iMRCED OVER AN iAIQMSTTIRTED, PRETTRAIEY VEGETATED C4 EROSION dt SEDIMENT CONTROL DETAILS � � Q T NASFiFNGTON COUNTY, OREGON • GAILY WHEN STORMIIATER RUNOFF IS OOCI3RING. APIF� ARO 1H1RDl1CH A SEDMENf QOIIrAOIL BIP t a. it LATTT I JOE s 4S 25' 08" N SOUhi 1/4 OF SECTION (J3, TQATN4ISHP 2 RUTH, (�� BIO) 1 ITE LONr�T11DE _' 122' 4T 0�` W RANGE 1 WEST, WILIAWM MERMAN, 1MASIOINGTON HOLD A PRETHAT INCLUDES THE EC NSPECPOR ALL NrSPECTIONS Mi•ST BE.-COLA yiEETllrtG OF PROJECT CONS1RUCTIQN PDW#C� E XESN: PLAN MAST BE Wit ON S1iE. ALL MWMES 91OWN ON TIE PLAN WM BE INSTALM PrROPEra.Y To C5 GRADING PLAN _� COUNTY, OREGON EN5LIRE THAT 5i.RilEilT OR SfDM1E1Ni LADDI MiYER DOES NOT ENTER A SURFACE MATER SYSTEM ROADWAY, OR LL) am PROPURrTF;i; C6 UTILITY PLAN d c EXCAVATORS MAGE N ACCORDANCE VUH DEO 1200 C POW REQUX"S. 7. THE ESC MEMOS SH1 W ON TM PLAN ARE MINIM RoaxMM FOR ANnCPA7M SnE COrExnONI� DAM A1.0 DEMOLITION EXISTING CONDITION SITE PLAN I'-- -J C0N6li1LRL110NN PE1IM DM MMM MALL 6RA BE U' OED AS NEEMM COMIPLY WITH ALL AF'P'JCJIBLE V� �) MN LW REQUNNES YOU TO FOl1D1N RULES AMM BY THE OREGON UTNITY NO�TFTGITOON CENTER NVSPk�CT10N LOGS MUST BE !(EST N WITH DEQ'S 1200 C PERMT LOCH. STATE; NUJ FEDW OWN CONINOL RagRUiIONS CT#MIOES TO THE APPRIOMHD ESC PLAN MIT ff -� a 1186E RULES ARE SET FORTH N OAR 952'-MI--0010 1HIOUGN OAR 952-A01-OW. You WAY OBTAIN iEQI RENEWS SLIerTTED IN THi: FTwI OF AN ACITaI Pl/W Tr, OW PER THE 120o c POW. � � 3 COPES OF THESE RULES FROM THE CENTER BY CALLING G 503-232-1957. YOU HAVE ANY QUESTIONS 0. IN AVM Si M9.7 TO MIO UA06 A AIMPISM OWs MST BE USED On MAY INCUDE THE APP=TKIN CIF FINE Nl10 SPl1'i ^ PU1611C SFEE K I�NFSNC, f1f+ OIFER APPIIOMED fIEIlS Wn W � ( ) � ABORT THE Na YOU MAY CONTACT THE CENTER YOU MUST NO1FY THE CFNTE>i AT LEAST TOA OWES TO THE 40PROVED ESC PLAN MIST BE SUBIMTTED TO DEQ N THE FORM OF AN ALL 9i1S MIST 6E COWERED MW THE INET WFAF ER PfJi00 � L N WSNESS DAYS, BMW 00MMIErCtIG AN E)0(',ANNTIOM. CALL 503--246-41E99. AI.IM PLAN. O L>E�,c►� RCF DRAwN RCE JOB NO. {15165 DA TU t t--7A (7 M .BROSI©N CONTROl1 COY M C2'HINT yp d; WE JO 2562.100.0 L1 r y{!k 1! T 4Y 1411 rW I 4 n ,.... .. +o.•..�-...m�nr•rr�.p�.w..�.�•.wn+.w+......--.•...,�..-..•..nr.,1�w*,.y.rr.-w.:...:..•ww--...-_. _... ._.....�-.��-_.. .-.--+.«. _,....•.�•,....__. .-. . . . ..+.,+- .c CT 1R n 1W'+N'N#Q'1.•' '. 1R+{'rvM1WM�1JM c...�... :.K..r:...YM'..�p(/11.4 .""'��Y1L'✓..::,A,.. ....riMilk•1'Mr 4i.'.MiP.It.Y�a,...r. .. .. amid 111!N!lltl ti!!NI N!Ii! !1 !! I!Lu ; 111!!11 1111 Alit Iltl till i!1!(111 F 1�liti lltllllll!it Til 1lIII ! illllll IIi11N11 t!!!(u1! NiIUH lil1I11lt AHI 111►!(11111 !II!!4 it !! !tl IIIillli " frTn � � ) I � I I oil ,r 10 I I IE 13 I a !d ! !d 19 21 22 23 2� 6 27 20 30 EROSION AND SEDIMENT CONTROL PLb Ns 4f, 30X . sr;,, I f _ • 1111111,11�X111 r: 11 1111111 �,'.';. 11111111111111 tit:r VIII S 1111,11 VIII k TUB H r 11111111111111 1''1111 r r 1111 I 111111 . : 1111111 ' 11111111111111 111111,1.11111 1111111 II1111111 11111 I I11'I Id 111111 ry m p N M � M M V " T 1111111,1 i1,1111 Ln 00 � Ql a �+ U w Q EXIST. PUBLIC ROAD OR SILT FENCE NOTES: ri d N " E APPROVED ACCESS POINT ANGLE BOTH ENDS OF FILTER FABRIC LfI ►un w n..v s' 1. BURY BOTTOM OF FILTER FABRIC 6" is FENCE TO ASSURE SOIL_ IS TRAPPED. VERTICALLY BELOW FINISHED GRADE �- � m v `^V^ 111i1i11111111 25' MIN RADIUS 2. FRENCH TO BE DUG WITH DITCH-WITCH, s -(TYP) BY HAND OR OTHER METHOD AS REQUIRED TO MINIMIZE WIDTH. '50 3. 3. BP.CKFILL do COMPACT NATIVE SOIL a_ z 111111111111 J ; �--' IN TRENCH AFTER FENCE INSTALLATION. „ 4. STITCHED LOOPS TO BE INSTALLED �.r► TO THE UPHILL SIDE OF THE FENCE. TOP VIEW \—INTERLOCK 2"x2” ' !!•��, `�S •Y :: Y �"` POSTS AND ATTACH. z FILTER FABRIC 111,1,11y111 USE STITCHED LOOPS ' a MATERIAL GRACE 25' MINIMUM OF FILTER rABRIC. MATERIAL --\ OVER 2'x2" POSTS � • CONSTRUCTION ENTRANCE TO DRAIN 36" WIDE ROLLS. cm AWAY FROIA STf:�ET. GRADE ADJACENT - `-- BACKFILLED AREAS TO )RAIN AWAIT FROM TEMPORARY TRENCH 11111'IPI11111 CONSTRUCTION ENTRANCE. \ FULL WIDTH OF `° Hmr PROPOSED STREET N N PLACE .3"-0 CRANULAR MATERIAL OVER — OR ACCESS O 8-OUNCE NON-WOVEN GEOTEXTILE FABRIC (25' MINIMUM) �� — I W III I I'III111 AS FOLLOWS: DRY WEATHER ACCESS co II II m �) 14-INCH MIN. DEPTH OVER COMPAf;TED SUBGRADE do FABRIC 1 �-6 1AAX. SPACING WET WEATHER ACS --li U - 'Q Ll 111111 I I III II 1I 24-INCH Mltt DEPTH OVER UNDISTURBED SUBGkADE ec FABRIC FRONT VIEW 6" MAXIMUM —� SIDE VIEW TRENCH WIDTH CUT HIIJDING WIRE/SIRING t- AFTER INSTALLA PION IS _ 1"X2"X3' — ,—BALES TO Bo i T CONSTRUCTION NOTA; COMPLETED PEGS EACH BALE TOGETHER 1111111111111111 1. THE AREA OF THE CONSTRUCTION ENTRANCE SHALL BE STRIPPED OF ALL TOPSOIL, FLOW VEGETATION, ROOTS, AND OTHER NON-COMPACTABLE MATERIAL. �-- 2. SUBGRADE SHALL BE COMPACTED AND PROOFROLLED PRIOR TO PLACEMENT OF - cr GRANULAR MATERIAL. FAILURE TO PASS PROOFROLL WILL REQUIRE USE OF WET — 4"-6" - = Q II11'I'1111�1�1 WEATHER SECTION. � - 3. FAILURE OR PUMPING OF THE DRY WEATHER SECTION WILL REQUIRE REMOVAL OF STRAW BALE OR BIOFILTFR BAG OPTION THE GRANULAR MATERIAL AND INSTALLATION OF 'HE WI=T WEATHER SECTION. ! N ,. STRAW BILE OTES: d`. MAINTENANCE N� 1. EMBED BALES 4"-6" BELOW GROUND SURFACE �O 1,1111111111 ,r 1. THE ENTRANCE SH4LL BE MAINTAINED IN A CONUEIO;J THAT WILL PREVENT TRACKING; DRIVE STAKES MIN. 12" INTO GROUND SU7:,SCE, OR FLOW OF SEDIME'JT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIJ�!:, L AND FLUSH W/ TOP OF BALLS. `o` '�� a w TOP DRESSING WITH 2-INCH STONE AS CONDITIONS _ 4 z v> J DEMAND, AND REPAIR AND/OR CLEANOUT OF '"`'` k!09014°AR "' u:, o.n T—ST STRUCTURES USED TO TRAP SEDIMENT. nN 2000 r ANDARD MAINTENANCE NOTES_ JAN 2�J00ArdDAkD d J�,�� '` 1111111111111111, 2. ALL MATERIALS SPILLED, DROPPED, WASHED OR 1. SEDIMENT BARRIERS SHALL BE MAINTAIN':D' UNTIL 1Si� QQ TRACKED FROM VEHICLES ONTO ROADWAYS OR T1OflAi'iY i r y UP.-SLOPE I''f�A IS PERMANENTLY STABILIZED. INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY C�CMrISTFiIJC(1QM 1,2. AT NO TIME SHALL MORE THAN ONE FOOT OF TIENT BAMEM }' }� 3. ALL TRUCKS TRANSPORTING SATURATED SOILS ENTpgk.� SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND � SHALL BE WELL SEALED. WATER DRIPPAGE FROM SEDIMENT FENCES, STRA►r BALES OR BIUFILTER BAGS. ;111 TRUCKS MUST BE REDUCED TO 1 GALLON PER HOUR ill P 1 N f,Y,•„ v„ 3. NEW SEDIMENT BARRIERS SHALL BE INSTALLED UPHILL--- NTS 4tp PRIOR TO LEAVING THE SITE. AS REQUIRED :0 CONTR01_ SEDIMENT TRANSPORT. 1,*T- WESTF y ENG. BIUO WESTEiH ENG. BfIO N I MAY BE USED SHORT TERM 31 W/UTILITY WORK AND WITH O/ST �+ $ 5 SEE TAN Ve Ei PHASING OF DEVELOPMENT. EE P RI • :� I I I i , Akt * • ^� i11p111 � W 11VIIll . I" G N I I I I ' I 1� - � � 11111111 •n E ' R W Ii11111'1111 i PLOW 111 IIII CURB INLET C.B. AREA DRAIN r L i 1111111111 A W Lei LL W 1111 111111111 w f _ G r c� ll� LTJ —_ Jot A ��W_ BALES OR BAGS SHALL BE U V� II'I'IIIIIIII�,pl1 FLOW DITCH STAKED USING (2) 1-x2-x3' z (� 0 BOTTOM WOOD STAKES PER BAG OR 4"-6" APPROVED EQUAL. � J PLAN _VIEW I- _J 111111,IIIIIII STRAW BALES OR z BIO-FILTER BAGS --+- 6" OVERLAP (TYP.) 0 , Q PLAN TION A—A PT. 'A' 3 I I � � 1111111PI111111 QITGH INLET C.� ---- ---..___ I- � � w J _ n I'I 1 III 1;11111 0 3 1 MAIIJ-I_LNAN N T � : MAINTN ANCE NGTES: SECTION A--A LJ n U o -- _� _ z U 1 1. SEDIMENT BARRIERS SHALL BE MAINTAINED UNTIL rn 11111.111111 1. SEDIMENT BARRIERS SfIALL BE MAINTAINED UNTIL UP-SLOPE AREA IS PERMANENTLY STABILIZED. [ UP-SLOPE AREA IS PERMANENTLY STABILIZED. t. RfVNnN D.7 ,�r `AST AEv�90N DATE �'r �. AT NO TIME SHALL MORE THAN ONE FOOT OF 2. AT NO TIME SHALL MORE THAN ONE FOOT OF JAN 7.000 STAIJDARD SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND JAN 2000 STANDARD DESIGN RCE SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND STRAW BALES OR BIOFII.TER BAGS. ORAAN RCE III IIIIIi1111111 SEDIMENT FENCES, STRAW BALES OR BIOFlLTER BAGS. t. NEW SEDIMENT BARRIERS SHALL BE INSTALLED (�-� AIS 9WALE r DIT Ora NO. 05165 3 �x 3. NEW SEDIM[:�1 9ARRIERS SHALL BE INSTALLED UPHILL AS REQUIRED TO CONTROL SEDIMENT N`4 " UPHILL AS REQUIRED TO CONTROL SEDIMENT CONTROL TRANSPORT. ER09K F`AOTEGTION f'ATE 11 -08-OG TRANSPORT. NTS _ NTS 4. PT 11 1 A' SHALL BE 6" WIN. HIGHER THAN PT. '@'. OC,M aD WESTECH ENG �� WESTECH ENG. B14O 111Id1I111' C41111111'1111 1 III 7 � 1 WE Jq 2562.1000.0 f 1 •.. . ,. ML 11111111 1111 r .. ... r . � r n,.4,,:.� :. .,A .-++m^,•mnnuw.an�nrne.,l7wr,..•,.mw I 1 I .. •,v... •,,., r "w,• ¢'M.p{'+^' r ,}7, ::( ,a I , . ... _.�,—,. _. ._.._ .. crDq ... r.L�'f•*"}R{'r""'� .. + .--....r- ....«..._., a.v .r. ..ru. 1( )I FA II`I I 1 li t I IIII illI n 11 t,l III , tlu tut i t II•7 IIIA n glil m i II I tnl nllnnl Will I nllnulnl,l nI nITIII nulun IUllnn nulnn iu+Inn He nl a Ilan I Illlnl I I u In lune L,m i I I l la1SM.RY l 1 I I ►0 210 i Zia >eia ��4 >:�ts �ti ^� �s a+� �'c� t i t• 14 t l d I t it � ip�Arl CR1 I I 1, 111 �-TVI 77 1111111111111111 _ , I •... 111 111 Y 1 s sf s� a tw . � ._, iwur aAw y�w!Mr _tic. V. � YLSr 9E �eE1.0 YERi�ED � ry .- p 38' 6` DI $D / \ �• JY ;� AV OCA TO c fV rn a M S = / 1\� Q�2�i'r_' 4� :L 244 66 4J) _;i ___ +r17G� 6 ftlPROPCR� IE a� }• G M «. CON 6• - 00 ao STORfrIwATER ,r, ,r, / / `� MANAGEMENT - - _ �-, '^ t^ U MdEC T TO /"" -�YW-H i e.____ ii o o E E1aST CO / kw . 77 68 4-CART FILTER CIB I+ Ln �n 00 a.__ EROSION CONTROL NOTES: NEW e' INV w / I �, 'fWT ' R .. 27t.1S t x;S? 'dG ��_ _. ` Y` °O A = 268.47 270OY:I- INV IN - 269.00 ; 1 I .. ►- M V ✓,✓1 1) A DETAILED EROSION CONTROL_ FLAN ?a79Qr INV OUT 268.85 � I V TO BE SUBMITTED WITH THE COMPLETEDESIGN/CON STRUC TION DO('UMENTS. BEVEL END OF TCsEwST AC 2) EROSION CONTROL 12000 APPLICATION CURB o 2.t _ _ - -_ •\ + 0.5' [ _ AND SUPPORTING DOCUMENTATION TO BE / w "_ -�- ss`- "'cam• '� ff �+ SUBMITTED TO DEO AS REQUIRED FOR 6' DI SD `"''0Ca ' f CONSTRUCTION. 0l9 / L t0' " X73. W z ` TC = AC 274.40 rF Bor*"O� - j7r 91 9. 3) DETAILED EROSION CONTROL DESIGN S - tX a . 27 TO CONFORM TO CITY/ODOT/DEA ' 6. DI W-- l r OI SAH TC 274.50 . Tc-E>asT Ac ;;� Q �..- REQUIREMENTS. 1 R - 2720 -AC 274.00 - + 0.5' .0e w - / _ \ L = 92' INV = 69.1 p /,.O�o >r f4 m - `� •' ' � TC=EXIST AC w ��l TCmdST AC _, -+ 0 -00 .5'. t'J7 I W Q Ac 27a� h�� % / Tc 273.00 _ � -T- At 272_5O I i h TC 273.70 AC 273.20 / - TC 274.60 `�� a r - - , --TC-AC 27 4' PVC rtD ATr. 274.85 C 274.35 AC '174.10 � l.� ', \ 274.80 Z74 90 S 1X / (j� .�� / o : / TC R73. A 272. 275.00 �C 274.70 275.00 Q AC 274.20 ® - �(�� til �j ��' A P � '� - • �G I VEL AT :1 4' PVC RD, S 1X ��`�I'„ .Y ,_•_ Q �► / -- - 274.50 I � - �- - - _ _ �►MIG1T '`. 272.90 TC 27 0 ` 2' D:A SDVsH C7* ` J TC 273.30 f R 274„i0 AC 272.80 s �� \ 273.V 274.30 - X74.40 ( -INV .- 272-6i0 ` / - - ► cur _. �Y _ .Er ., 274.10- - 274.20 IE / CA R 272' CONNECT ROOF DRAINS INV 270. - 1.0 SD. SEE ARCH PLANS - - - - - -' / FOR LOCATIONS. - 273.90 I \ 8* PVC 7U 274.30 FF = 275.00 s = 16ocX _ W ?7a I I I 4 / _ I 2 7 .40 274.00 � \ TC 274.00 I _ - _ -- - ' � PCC 274.30 -- -- - / x AC 2?4.30 J• LF 6 ar TC 274.50 av ao u paiL fR'r ` AC 274.00' 1 274.90 "� I'' 6 o- is E- / � I TC 274.90 4 PVC RO I ci TC 274.90 - PCs 274.80 L : 113' b 6 i I t T� / • I C �� AC 24.30 _ 274.90 S - 3% i rrs I ! I R - 270.90 v � T -TC 274.80 , / i KX 274.60 4' INV IN a 269.5 ' 9K F 19 1 I r AC 274.54 b' INV OUT - 268.00 f y' r J CLO,OF E ` II , 275.00 ria I - TC 75 Oli ------- .� + 2 -- - L 21,-5 5W TC 274.60 _ 271.00 i _E AC 274.30 80.4 7 (HED- R3) �. \ I I R - / / N 89'54-29" W \ ` , -4.9 - Y I ' P;WSSUK St H 40 PVC TC- 74.90 t� �I TC 274.80 ,AC ' go h N g v I ; ptSCHARCE INTONE + 8 AC 274.30 \ "� 2 TOP OF RD UNE. I _ 1 lr ,A z ` \ \ ti N; tT !.•: � w i STOR�AWATER N N i I MANAGEMIENT W b7 ►-s b 2-CART FILTER C8 0 k - 273.17 LL- INV L INV IN - 271.00 o `, \ INV OUT - 270.87 (� w W C8 TC=OVF7277.55 8� DI SD z Q ' INV = 271.23 - --- L - 45' L LJ W - MICUT _,\ s '* O.60X U Cn _S / O !- �. 1 TC�EXI$T AC ' - TC=EXIST AC z W I; .A SO L - 71' + - - 0 � 2 \'•� + O.5' S 0.60X �� TC 213.7 p. C8 R = 272.30 A=12.3'51'42' :� ''�� S�1L - \ 273,25 � INV = 270.E0 < R=21.00 -� ._'�- T - TC 273.15 J' ,s E 4.s oi-8' DI SO Z -D L=4540 -� I \ -1 ---_ - - - -- - ��- --� AC 272.65 - PNOIP£R?� :Af L - 20' I O Q C=37-06 + _ me S 1X tom' CB=N 22'58,38' w ! I\I -E TAC \` f TC�E10$T \ SAWCUT 1i ,a 1-ry1t I 0 + .5 EGST + ti.5' \- 1 / et7t o 1zc t+ -j z V \ _ _ 110.0,5 _ - N b- 5429' W �3 -�, 326.34 R3 - , _ _ _ - -- .- - N/89'S4'29" W 3�7 ( ) UF/1P j 272. + _�. _---_ -t-- LLj I v -i Sax rF snv+ ca �• _ J; rx11� CS. R~ - 27714 TC 2 '1�� ?�s rF w r• 2'C _ter, -12' SQ---- t ------ ------ _� sa v amA�rF 1'4`Q - 27Y.69 Y9 AC 276. ; _-- `�a � T T3' 2' c -- ---- w f SS-04 �- _ -- ---- - - - G Y• � - 260.9iD _ _ .. 2' c -- --r'•6�-- � 1 c ,0 DOST ce aa�- 173.?I STREET C2� � � 0 ty !N T1iY•Ftt lME � - �-55-YL 171 a 175.9 --E• :� t 5• 55•�--- r' _ - � _ ----�►L�(.1� itg ?e� - ------ ---8' SS - B SS -- AF N 51 2 r 1.- - d' SS a► ?J>2_ 8" - --- SCLy Of 1E STRIPE �� . f our �(27i.B97r sp_O Ym-1w' SIRPE. w E M �) 2 ��--- MlV = 27040- �- --- --- a' ss .--_----s' ss - --- - t=- 6► ----- - - - '� w Y-- - ,ri --- _- - .- --- ---- - s- - - __ N 89'.54'I9 w 548 65 (5 .60 R tT) _*=W S.W i�/L�LIRJI�I�LD ROAD _ � -Ir DI SD __ - • i6' w OESIGN RCE - e' W-04--is- w------srun 141LOW srRr1E-- to w-- Br1515 �]G� vim. i6 -- r6' w �nw snvr>'IE 27111 ia. w � 3 L - 8' a I,v �► � � -- -- (COUNT �� 0� ---}c a w- - _ d' S 116 a' w- OFtA1MN RCE 6' w -J' C rp• 50 .109 0. 05165 5 rAs bwws ON 111r _ -- rCl - ��fit- - �"��' QATE 11-08-1, 1X.a5w Oi091*/ - - -- ___ _� -r2' SU----- - 2' Sr,--S ---- 2' S:._-- _�----- - t p E rMNI - _-__ .ow -- . . omu - - ck+u -- - --�a+u - e -- owv - ^-- aar j--_- - NVERT C2� TO. i - -- C �,� S.W. 105TH AVEME/ _ _ .-- _ - ---�ti. ZLQEIb L _ _ ca Azov _. _ __-- 273.4 9 MrFR LNWS SWW M M AOUV I" RW AW APPROYM F � 62 (50 nXT "w) R � 272.15 i DR41 r PER aXWW Ong? WWSs NO LOCOE5 KK PR0VVM � NEW 8• INV IN - 270.32 C 5 r . 2v.�• WE ,,0 25a2.1oo0.0 / Mumma _:. -.., x. .�: Ld°OI!lJffll „t�lt�,ttrt�il„rr;�I,�IInllaal�h�r,r•<<lu��nlla�Ila tualalaa ul�pul sass alnllnll,� srii;aul 1� �a stli}Iialyu,�sua InaN �L+ snE itllClis! I I ! 1 !f I 1 +. C;l11I� 1�1 1�2 !71 r1�4 f7 1 2; 22 a'? a 215 IC +f• ^ .I P n (i 4! r. n N{iw "'>i�y ' rc , r / / `_• MUST HE FIELD VcR/flEO, � NO C Ou11FS ¢, � 12" E 245.52 (244.68 H-5) - - -- �. 6 r<'F ;s £ 0.6 of o M o PROPERTY UNE 6• s•; N C 6" 5 UP / --L MCH C8 - �, M Mo / / S HIM - 270.68 t- G ►J t Nl - w _E '�,�T a co EXISI ING BUILDING ' h 00 ` �„�, U (i+ aC A 7 ra 1 tt 1' '1 267.98 G o� GATE �c I i I V u � / 40 , --- ess E w I!_P iu s• ss - �� LYNCH f.8 Lai / % / RIM 21J 5.tIfOUI - 212.,15 IK Z / BOTTOM y - 271 ' zr I Y, Tae K UJ OHU ---- UPqWKdP obj 4) Lu .00 �,ti"h � ,��`'/ heti . � { �__ L.L. Ln �, 01 EXIST SS UNE TO k BE USED. SEE_ I H X PLUMBING PLANS Q V G\ •4)1 / _ FOR DETAILS. 'h ^� o wi Is ON t �•� ® - } PROPERTY ® Z u' LINE 41 F- LP \ \_ _ __- _- I PROPOSED BUILDING iL �---- oaa / - / a X ` cv i o 0- x-- - - - - - - / i - TB.- , CONTRACTOR TO COORD I C, U�`J' CI r R oh PP!7INE lY LOCATION WITH BLDG FIRE I '"i "' 6 wt"s t. SPRINKLER PUNS. I� I ' ° 4• DI FIRE SPRINKLER LINE AND •,f!, / k 2.5 SUi 40 PVC DOMESTIC �5 � T14 WA IN COMMON TRENCH. 5 CLF IS F 0_2 OF 4' 45' BEN? PROPERTY itd vi f r16 R I tri TH. - - LINE_ ` .. t, wir IS N PROPERTY / 80.47 (HELD R3) ,; SD-CO --- _- i LINE I W. E / / / N 8_9.54 29" W �- --_ I W j v L � iA .11 oji REMOVE EXIST FH. /4) C) LP - - - --- - - -- -- ABDANDON EXIST W/L -_ UP '` U \ J i _ W \_LOCATE AND RECONNECT WATER C� SERVICE FOR TIRE CENTER WITH LJ l� - - LINE FROM NEW 1" METEP & DC I - 0 BY VAULT. Z C 1 / / n I _ I LJ LLa 4" • BEND - I LJ Q) I 4" DCDA IN VAULT - - - - Wl TB r 7 ! Q W/ FDC. SEE DETAIL. i =123.51'42" 9( I A X1.r ;" 2 RIS UNE h+ � rSMT rOR ( ) /L � 3 � J WMA R=?.1.00 � --- -- ---- -- --�� hF'I dl WMx 1 " i� rIl � (,� vL.=45.40 ( 5 rr , I - -- -- -- -- - --- Y, ' ( ` -� PRLlP1.-Rn LINE _ C=.37.06 I -- 3 N•r s F. 0 4 OF I z O a 0\ N 1hW 6 SGV SIE our = z�o.�re C�-N 2T58`f8" W I r " / ,/RIM ?�i 9B Q = efu t f41i Fe} , �?y .�yk '� �rfFi h,iJ L {f*u'1,1 I - - (} } �� _ END � ` 4'x,45' BAND--� I �/ sorTOM 26798 110.05 -- - - - _ - TH. `Z N iJ 49',54`29" `-�, N 89,54.2Q„ W ..;27:27 (326.34 Fi'3) Up/LP Ljj OHU -- OHI/ - - OHU _ OHU .--..- OHU OHL, - - Q ___-- ---- 12 S0-- r 0 -• - (NSU-?- UP/CP r SOLID IYIIITF STRIPE - " WHO STRIPE C8. RMI a 173..!2- -- -ONU___ -- -_ Z WTR SVC TO GOOD NEA I 1 170.6? C9. RIM �• 1 OHU'- " ''d"" I IE our = T 6x6 T1EE -rz' D-- - _---1z" so-- SS-MH 1 _ -}- - soLro *WPE S7R eonvM . SVC TO TIRE CTR. •NEW W1R SVCS b _8x4 READ r sz �___ I- c ----- 2' c - - lf_1 U 'N RMI ?110.90 - - �_ 2- CE ,�� m-k4T-- -- 2' C e _ J------ 77 O r - 8 GV C8, RIM 273.22 < - N ! IN T- 28 LANE 2' G - -- Z' S 2' G _-- --� - 2' C T" C METER '10 BE FT I M - 276.99.- ---R" 5S i- - 9' SS-►- - IF IN CN (N}a 170.22 - °" 55-�---- --- O _ saw WWTE sTR/PE- - .s' ss - - - e" ss -----f'R01►t0� t3��R E l 8' S5 9 >- ----�'f-- ---.-_-_ __ snllst wH11E STRIPE / SOLID 1ELLOW STRIPE_ IN (W} r ?70.J? r_ _ < I -.-_- 271.8P � � �--------- .1• ss �-----e" ss 1~ -- - ---- _ � EACh WA BY 1/2' D IAIfFut�) 27189 -- - - -------- _- �_ __ _ w. �7 - - --- -- - 4 w - - '�--- -- - -- -{zb" W -- - 4 w -- -- -- - - w - y T4 w N R9'54 29" W 548.65 548,60 R 1 _ - _ - _ _ -- ---- 2 ABANDON EXIST WTR SVC 24 - 24• _ W -.. .. - ---4---- „ _ ( ) So l) Y S.W. ©f NALD ROAD _ 6 W-- - f6" w---04---r6' W_ --.SO[AD YFU.Ow STRrr'E -$-16 w-- 9,45► 0 16 1s" w D YELLOW - --- r6• w _� - CONNECTIONS AFTER SOM ADLS •r.I CE O - _- - - --_ 3 C - NEW ME v- ROA ANTI`' ROAR 0 SWITCHED TO TER�ey .w RCE J' C -- " W ^- f��1! -�!!' e" w - -- fl-Jam.---- �'_� -- - t" l 8,K 8• Nr 8' w -- -J c -- 3• c---- _ "�.-�__-- (Illrlblll YAR! ,T 3' G - 051 ---- � STRr -- I^' s flAWP� FIRE UL 5 filS Y.ILVES ON wv� -- - -- `t� " SD- D SII f 1: 1`R• BLOW DOWN -_ - ---= --_-- --'-- --1T' SD----- . ---- 12' SO -- -- ---- - U---• - - O 5 DA IT. 11 08 06 �" - -12' 5L1- - _ SYSnv - - OHU - - OHU 0FfY1 -- - - ----- OHU ---- OHLI ---- -- OHu -- - OHu -OHU llP CF- - S.W. 10ST1'1 AVENU UP Cg _ .-_JUN MAI= 277,62 - - _ _ RHI 17J.49 I Y ! 4 wAd£R LnV£s sT,�olnv nv ..w. APCDOIM�LD RGND ARE APP170J1TAN1E- ,4N1> wv DMOW PER RECORD WATER MPS. NO LOCAITES WERE PROWDED. wo4or ER PLAN c "s N • 2v-v WE JO 2562.10000 ____ �� I ,,ref h� - .,. •,nw.n►R•y9+T,-1e,w*w•,rw-r.+rv.++M•.-....i....,... ,++n•-............,,,,,_...••.�,-. ." ..w•lw�rq•q'.,, . - r-. .,. .. _ .., '��. Iilt'�'�y' _ . ' +.••wY.ii�t.S�rA�:et•,.... ......,.'w�1Ra..;,ewAw�lYwl► w/�M '`�;.:. W, ,. .. ...7-4cyF ^. -�+^-.+w w...,....na+�w�+.•r +. I I MITI Ili!1111 1 I{1. III III 111 1 1 III Ili !ill �I 1:.1111 I IIII 1111 (III 1111 i;1 Il 1 1 II 1111 III�i IIII III Till III ril IL Cm I I I i Ill � I p1.I, ItJ I I IiL i IIII I I I 11!II II IIIIli�ll ! I I it 72 13 I IA I Ib 20 31 22 23 24 25 26 ' 146YI p� b li ,c A t , !S,,'i 5 e , • 1 •xr' N + - ....WE, - S �y. ,1 y WATERTIGHT JUNCTION BOX, SEAL PER NOTE: _4 314' cross 30 cast tun r4 y n NEC REQUIREMENTS. USE ABOVE GRADE p' ri neovy trQffu ,noting cover 'J r•1 c/~i c o 1 Concrete snail atta n u strength of 3300 psi ,n 20 da d-amof, style surtoce u•s in C.) 0: JUNCTION BOX IF MANHOLE IS LOCATED --INVERT ELEVATIONS (Intl-'a ved a No 706 00 an «' ..i r=O 10 OUTSIDE OF PAVED AREA. /-30• MANHOLE FRAME PER DRAWINGS ? Too snou lu Ie;nfo•ced wrtn 4".4" 6-6 air* mean. or ooproved equal] �+ < aN0 COVER A A h01@! M n O -SET FRAME IN 3 All metal pons snou De not lopped golvan,ted after fabrication. - � � oo a c / N RINK GROUT 4 Cover snou re ASTM A-48 Class 30 cost Iron 3 it"■ 3}02"■ y4' l- � � U Vn PAVED ' - -- SURFACE �io L `-` 5 D+o,n snou be P v C (Scneaul• 40) wltn cop' 0►c;n Pipe snap nova Air nus.nq J_- 6-3/8" urometer notes .r lower side. Cap snail nave 4-3/8' diameter Class 30. 4-1/4'. 23-1/4' \ _ UNPAVED SURFACE - dnll notes. Two arons requaed when : b located at sug vertical tune Flange up cost iron from* - < � GRADE RINCS (VARIABLE) •� (Infond FoundryN 706 (;1" x nr Heavy traffic oadrng 18' MAX.--TOP OF FLATTOP O I pp _ --_- TO RIM a approved equal) U �I ►- �' FAT TOP SECTION z y � - $ MIN THICKNESS Tup curt grade PLAN me 4" - 6 wire 1 W iv 5" MIN - 48' ___ -- 2 UNION �_- Q„- ntyh cern q - 6 i,•: 1NSIDE DIA 2' SCHD 40 PVC IN is TO DISCHARGE POINT --24• FAST IRON MANHCJLE -0 r, LOCATE STEPS TO / - SET FRAME IN FRA ANE, COVER - too or c.rt�/ �•-- Su rade- _ AVOID CONFLICT WITH -2' SCHD 80 PVC INSIDE MANHOLE ��SHRINK (16-HGLE JD) t9 ri e f g: 'l:�•-1 Q INLET PIPE k POWER POWER 2' TRUE UNION BALL VALVE P• - __ e� .� Keyway --_-- CORD -� f• �-:t :s;l 4INLET P!P 1/4- STAINLESS STEEL CHAIN, SLACK -2-1-9 MIN 9E WHEN PUMP IS STET. BOLT CHAIN TO _ __ �E CONCRETE WITH 4-INCH STAINLESS -__ r----GRACE RINGS o ♦ (VARIABLE) ",•,r r ►`M'-6' WW Alp- STEEL EXPANSION AMCHOR. S + ° -'r top t3ce of curt W �1 Crnrr .1v cost ,ro ALL OPENINGS ATTACH CHAIN TO PUMP WITH 8" MAX. y Angle ^'s'^ frame and cover DETAIL 1 3yj"■ 3VI'. 1 � 1" CORED DRILLED. STAINLESS STEEL SHACKLE. ---2a' DIA. CONC 1 T U � Ln NormcN q:,tt 0. T dr G PIPE i r /3 Rehr Pro, N 6"Miff (C- 76,REINf , a Concrete �. `T.• wa - 18" CLASS I0-) O !• (2) pi YilyClure i • /5"•tadiu0 t• f '•L" BALL CHECK VALVE (2) pieces / 4" PERF DRAINS 6'MIN. > REINFORCING STEL DETAIL •r. -- -- f -� ~ rt ~� PRECAST BASE PIPE AT SUBGR_4X / SECTION C - 6" MIN THICKNESS SEE NOTE ' PRFCA57 � � ECTION B _- 3 � CORE DRri ALL See Deta�I /1 -- 6" MIN COMPACTED PIPE ZAPS C•� LITTLE GIANT PUMP LATE MODEL 9S-CIA-RFS GRANULAR BEDDING � 4"MIN B Argle ^os.ng W/i`,'11EGRAL MERCURY '^ i - 30-2"• 14" ~ FLOAT SWITCH. STABLE (80 GPM O 5' TDB) S TABLE E I I _ - t/ i .10' anchor - (5a GPM O 10' TDB) SECDON ,�- _ tittle,. Hill cz)t no-prig,. Ra at top o , / I I vutta flow the A A 16 GPM O 15' TDH I ( u ( ) NTS 12- SUMP CurO I -DockTop tote s �Q(�.ee. " -GROUT ALL JOINTS - I -Toptocecof c�rC =. - 5 �� f ..urt, j4 1. SEE SITE PLAN FOR INLET PIPE SIZE do ORIENTATION WATERTIGHT -C --��gottom face of euro r- }�• --�► --•�" Gutter tic. a �_ \`- , a I 2. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM C-478. a' MINIMUM - 1-� 3 WATERTIGHT 0-RING OR MASTIC KEYLOCK JOINTS REQUIRED. COMPACTED �-- 6' THICX (MIN) CONCRETE - 1 �.•rrt� of qu::r B 3000 PSI BASE F----r•-i-� -_- 2' GRANULAR \ PtAH TTPP SECI�y 4. STEPS TO BE FACTORY INSTALLED POLYPROPYLENE BEDDING / \_-/ anchor I F•LASTIC NTH GRADE 60 REINFORCING ROD. STABLE � .s,gEvlw,,,o.^ • � a�± 1�� fi=r`:� S��d-1=A r..sr ave9•r o•,. x I � ft ALL PIPE OPENINGS SHALL BE SEALED NTH SUBGRADE SEQ110N A'--A �; CITY OF SALEM NCH' SHRINK WATERTIGHT GROUT. DEC 1999 TAN )ARIA DEC 2004 _ _TANDA�G SUMP DISCHARGE SHALL BE PLUMBED TO GRAVITY If�TS. Approved 4- 9-1s_9y DEPARTMENT 01= PUBLIC WORKS 6. c Cwt Er f' ate v RAIN PER UBC REQUIREMENTS. LOAE��(3 DOC 1. ALL CAST-IN PLACE CONCRETE SNAIL BE 3,000 P.S.I. (MIN.) r .:a STORM U �� 7. PUMP POWER OUTSIDE MANHOLE TO BE INSTAU..tD IN 24 DIA �� _� !_y ST:�NDARC PLAN a, • 2. DRAIN SHALL BE P.V.C. ;SCH. 40) WITH CAP. DRAIN PIPE -. SCHED 40 RIGID CONDUIT PER NEC REQUIREMENTS. SWILL HAVE 6-3/8" DIAMETER WXES IN LOWER SIDE gl�P TYPE 4 CATCHBASiN 8. CONTRACTOR TO COORDINATE WITH BUILDING NTS CAP SHALL HAVE 4-3/8" DIAMETER DRILL HOLES. NTS NO SCALE CONVERT TO CAD_DWG _ e - ----- -- I g CONTRACTOR TO CONNt^T SUMP PUMP TO oE+.. NO x,0- "" 3. ALL POPE ENUs TO BE RUSH WITH MAILS OF STTtIICTURE. Oestri tion Dc1te B r DRAWN DY GS NO-. ? O BUILDING POWER. WESTECH ENG. 3M WESTECH ENG 3501 REV!S!GN CHECKED �r W �--. r. 1 PLACE 4" MIN. THICKNESS, CL.'C' A.C. R COMPACTION: CLASS 1 - 92% OPTIMUM r R AASHTO T-180 r IN TWO EQUAL LIFTS, OR THICKNESS OF - SEAL. SURFACE _ COMPACTION: CLASS I d2% OPTIMUM PER AASHTO 1-180 REMOVED PAVEMENT,WIHICHEVER IS GP,EATER, OVER JOINT WITH CLASS III 85%r OPTIMUM PER AASHTO T-180 s CLASS III - 85% OPfiMI)M PER AASHTO T-•180 TO 91% OPT. DENSITY PER TACY. MATERIAL it • S RICE SIO. METHOD. MIN.TRENCH PATCH WIDTH PADTCHAONLY)ND C /� �� •1° SURFACE RESTORATION SURFACE RESTORATION \ ROLLER WIDTH PLUS 2' /,II//� /,/►/� a eD Nm . . a /// ' •� r 9) C4 70Ir \ ---------•------------- ---- -- -- � E -- I -�-- EXISTING \ CAST IRON GRATE PAVEMENTr / TRAFFIC LOADING t �[ '• TACK COAT CUT EDGES I EXISTING �' � fd e CLASS I I CLASS III \ PAVEMENT \ o \ I 3/4"-0 I ExCAv;,7Ep k' � I UrtDERGROL�NO � o ~�- �', 6" AND 12" WARNING TAPE COMPACTED I NATIVE MATERI.�L a -------_ WATER, SEWER, STORM GRANULAR I a I UNDERGROUND i+' r; (A5 REQUIPFD. ) BACKFILL 0° \\ \ \\ \\\\�\ C o d \ \\ \\\ �\\ \ \\ \ �\ \ \ e \\\ ��\ \\ \\\ \ RISERS FOR ADJUSTMENT Q! v < \\ \\ �\\ \\\ \\ O o , \\\ \\ \\. \\\ \\ d I I WARNING TAPE \\ \� \\ \� \� \\ \ \' I I (WORDS At COLOR a r \ \\ ��. \ e o , '\� �\ \�\�,,�\ :\ L` w I I AS REOUIRED) ° ---�•1 ,gpr- �r --+�+- - 3/SLA 1 v m �\ \��\\ ' ° e \ \\�\ \\��\,fit\\��\\\\ 0'• L1 J 0 �5S III \ \ \ \� \ \ \ \ \� , --10" HOLE FOR INSERTALOK BOOT W 'e COMPACTED I EXCAVATED _ l _ (ONE SIDE). PROVIDE DOUGHNUT/ - - ---- 12" MIM. ABOVE GRANULAR NATIVE MATERIAL s� 0 - WELDED METAL FLUSHING TO SEAL VOID BETWEEN r W BACKFILL O A4 WAD' HINGED 1-10 AP z �_1_J J OUTSIDE OF PIPE I PIPE AND CATCH BASIN WALL. � �� < „•, . o - --- -- -------- �_---- --- - - -- UNDISTURBED-� e W r= „ �� `\ BELL TYPICAL ALL BASE EXIST.) o ��• ( UND15 TURBED -- /--RECESSED GROOVE FOR s I w -C U PIPE TYPES z TRACER WIRE -'-- -- 0 v �L. \ EL CL < `\ ) o _ -10UT,IIDE OF PIPE ( BASE (EXIST.) �� / WITH TOP CA1CHGRATE TO SET FtBASIN LLJ < m H COMPACTED GRANULAR - 4! BFtl (TYPICAL ALL e o tl EXISTING / r / "A" � r' PIPE 1 rPES) TRENCH BACKFILL OR BASE ROCK TRACER WIRE u_ t CONTRX DENSITY FILL (CDF) n 0 -f O "B" NOMINAL "B' f n < •w 0 / MIN 18" COVER }- I r AS REf?ICIRED L r4�) ;, N + z .I z MIk7G-Ax PIPE DIA. I +� @ !F REQUIRED. 0 .�/ `n r _ _ _ 24" z �� G7 J "B NOAOMAL MINeNO��AL r8 - r CD z 1 j MIN�it y PIPE GIA. 1�" PIPE DIA MIN AX 24• O < 6" MIN REEDING O IL 2 � f BELOW PIPE (TrFIC.AL w r< MAXMAx �` I i. . ALL PIPE TYPES) m n R' MIN BEDDING BELOW - BEGGING .St / / 140" MIN h" �\ z - v" PIPI: ZONE // • J - M _ (TYP ALL PIPE TYPE .A" 'B' _ - ��E DETAIL 1010 ! OM. PIP MIN/MAX , - OM. PIP MINAIAX < --J DIAMETER CLEARANCE -1 , 1--�i_' I I-- �I I I DIAMETER GLF:F:.••�r E I 240 ! f- STABLE SU6GRADE, OR w- t�- 10",''r " _ l- I - C1r) 10"/18� -- MP Miff 18- � J Cal TRENCH FOl1NDATION 12"-.16' 12'/1 a' - STABIr SUBGR ODE, OR 12"-16" 2"/18" TRENCH 1 I .. j STABILIZATION AS REQUIRE 24' MIN. - -- TRENCH F`^UNDATICM 18'_21 16" 24" WIDTH _ t R '1'"T 1.6'/24" STABILIZATION AS REQUIRED - _/ f 24'-30' 18" 30 NOTES, \ �• \ `. -tr•;. v.'�'`'� .r. (�(, U NOTES; 7 4' -30" 18'/3(0- - / I `• :1. LJ_ �� --- --- _ is •, �.. 1. CLASS I REQ'D UNDER ALL F KIST CIF: FU 11 iRf - �` MIN S" ;RANUI_AP N IMPROVED AREAS INCLUDING SIDEWALKS- >30' 24"/36" 1. CLASS I REQ"D. UNDER ALL I XIST. OR FUTURE 1. ALL EXISTING AC OR. PCC PAVEMENT IMPROVED AREAS INCLUDING SIDEWALKS. SHALL BE SAWCUT PRIOR TO REPAVING, 2" LIFT HULES (2 ED'.) 1J,5„sI*" DATE A 4 O 2. WHERE NEW PIPING IS IN SAME Al IGHMENT AS Etis*��0.2• ro s us+.Fv9rr o.h xr I i•s AN 2 o.a �o I Q EXISTING PIPING, Tr1E PIPF,- EMBEDMENT SHALL DEC 2004 SIANOARD 2. WHERE NEW PInING IS IN SAME ALIGNMENT AS DEC ZOli4 STANDARD l• PCC CONCRETE PAVEMENT SHAD BE REPLACED JAN N>OG STANDARD JULY 199$ 'TANDAF20 v + EXTEND TO A MIN. OF 6' BELOW ME NEW EXISTING PIPING, THE PIPE EMBEDMENT SHALL WITH 3000 PSI PCC TO A MINIMUM THICKNESS NOTES: c DESIGN RCE PIPING Of' 6" BELOW EXISTING PIPING, WHICHEVER EXTEND TO A MIN. OFF BELOW IHE NEW IMI� � �� OF 6" OR TO THE THICKNESS OF REMOVED STAT 1. EE CONSTRUCTION DRAWINGS FOR PIPE SIZE, PA9KN0 LOT CATCH 8A��1 DRAWN RCE 11 � � PIPING OR 6' BELOW EXIS11Nv PIPING, WHICHEVER CONCRETE, WHICHEVER 1S GREATER. LOCATION AND INVERT ELEVATION. ((�,'� Com) IS C1EEPeF:. SI�ACE �TC)iA11C)Nl �• ,T IS DEEPER. 3. FOR PAVED DRIVEWAYS, (EXCEPT COMMERCIAL 2. CONCRETE SHALL. BE 4000 PSI O 28 DAYS. JOB NO- 05165 ' 3. FOR FLEXIBLE PIPE. BOTTOM OF TRENCH SHORING p� ZOW ♦ BACKFILL AND PE ZONE 3. FOR FLEXIBLE PIPE, BOTTOM OF TRENCH SHORING OR INDUSTRIAL PAVEMENT THICKNESS MAY BE 3, REBAR SHALL CONFORM TO ASTM A615 GRADE 60. ` SHALL BE ABODE PIPE SIPRINGUNE PRIOR TO �' NTS 4. REBAR SHALL 9E #4 BARS O 6' C.C. NTS DATE 11-8-06 COMPACTING BACKFILL BELOW THE PIPE SPRINGLINE NTS SHALL BE ABOVE PIPE SPRINGLINE PRIOR TO NT5 REDUCED TO 3 IN 2 LIFTS, AND OVERCUT a,M } COMPACTING BACKFILL BELOW THE PIPE SPRINGLINE n,K *e WESTECH NG_ 3020 AND LINGER 1f1E PIPE 1•IAUNCt1ES- atr.I•n MAY BE REDUCED TO 3" EACH SIDE. � oEr.A� 5 APPROVED BY PIPE INC. 3R _ ,. WESTECH ENG. ' AND UNDER THE PIPE HAUNCHES WESTECH ENG. 30II � WESTECH ENG. 3150 hs L:7 c STANDARD DITA I LoS WE JO 2562 1000.0 0 10 G - '' ,I I fa u 1 1 I, un II �Ir�i ilii I!n.0 rail 1,n u11 r1 I I I un nII m1; I � I�.I; + I uI'��' I�r+�mpltl n ri II tl rlt t I upr4�n,�� 11L Jill r1LiFa I Iulua o!quu ugnit nulla!nul!nt Illrlrlu Ilnl+tr.I ill!I1 I I r!u�lnrluu� I I!o I"1 I�$ I I�4 w �I7 IS I�� 1'S ,a30X „ lQ .Ice i .,.. -.. 'i lin.'• .:: ,... .., .'A� ,Kr.,•1FII,n.. I. . - 1 • I JV L M ., .I.. :.'.: y] A' !4 .5 k„ u .' - :.,,..;; .,.. ...:tet ...._. .....- -._._ ._...,. ........... .............-..- _ .. :.,e....- ._.-.-...... __.._....... ......, �•f.••)YI 1:•S�AWI,rf M.1,A1{JLII.Y.. ., ', :.w.....a.......... lArty.,l.0"'_-,.1M :.•rr .,...-�..s::3...t,Y..f1,Ct.or.:..w..ar�riw'iYYsn...,....»..w..u:,«iulhi.a,... _ _ '^ - __ .._ ,.. . ei.%' �rpl ,•`S'c � ��', ,�a '' a ', � e>,1,,_ ... .,: ..... ' "�Jyq�+C �,�T.l�t fl`q'i � ra r `-'fir`� _ > •,:, . . . . . .. , 13 1 T' I Lf F r 1Co J M .- M O M .. GENERAL NOTE`) 00 00 4 U 0 IA Ln I)."+TOgAPKILT BY 5TORMWATM360,WG9T:PORTLAND,OREGON IWO 540 4LG7.WT:5C/%5C*XAIGti.Mt(Q%7) /C 907-6677..MID-ATLANTK'.Itt" Gt,MD 0")740-3310. M M 1^ O _irT•_ 4.0!JPLNING'- 2)14LTt'R9 TO W SMHON ACTUArtD AND StUCLtMIING PA 5t 'C Ql Oft �, -, RERMAWNT POOL. ,3)51tC1 STRUCAM.TO Of MANUFACTI.WD Of 04*"!51M RA•C. % 1C 7 11(�� CItVATION 4)5TORMr1LTE I Kt W*M 2 3"V OP DRI.f FVDM RIM TO OUTLCT INLET 5HOLAD NOT Br UD.#&R KHAN Lx fLCI Iwt f(It 1- 1L M U N V1 AP►UCAME)ANO CsL'TLrT MING TO BE.`d rinED BY ENCAWER ARID FWY.'CM BY CONTRACTOR w,"t�L- --I O' (a' 1/4' 5)CDSt tQ111►[D*TTH 4 NIGH IAffROMAATU LONG 5TU65 POR NAZI(Ir A'ftXAOtl)Aldi C•.jTLf*PIPING 51ANDAPD OUTLP ---� ` --- - OVERIA�' I' r STUB 15 6 INfHr5 IN(NAWRR MA>UMU OUTLLT STUB 15 I h IHCHG`,,N DOWTIM CCMNtCTkA TO GCUtiCT10N?~,UN T B[MADE L151N{:nr?Lett CouruNG BY(ONTRAC[OR . " + T�••r , + - VARJL`5 ?'3 5/8' Gl"H 201a7A0 PATNIG.CONCR[Tr C(XLAR 15 Ptf(AAR1D C.CAJCRt T[G(X1Ak WIT1,;�YWTI\(ZI H RLINfOYL,NG DART Iu Bc 2'-3 5/8•MAX. 5, PVDVIMD BY CdrtMCIOi d �, ?)ALL 5TCft^1M tLOU1Rr IM(A AAA MMIC1tNAAK;t RrrtR i0 CIrCRAl1ON MID MAN.RNAAICt G+�:UruNry t,7R MCiiP J�i z -CARTRJDGE CATC11BA5114 ..,, 4' ,wrf5Tuo OvIa"5rM 5TOKMf ILI ER DATA � (TY� KITIUNAs;� 2' M. N)1Cyy M h! TKN. 1 ?CART L ('frr N.J�C9 M 51 IN`iIDE WATrR OLWf1V t`LC W RATE(c/a) 0 CAC5 �s • 2v cxquT T•CM FIPW RATE�c I till 0 47 `,� • 2'-O 1/2'-4 M from RtTURJI or RNc n� 2 - Q ..,r, • "�7-"�" - GUf51( UNOCffAWN -ru N KATF(1 5 Ok 7 5. - �6KIM rIfVAT✓1N >' Sa3M rwnfi / ►r;NrORCING BAR- A TIDATA I�" W a. MITT ('Kr NOTE b) hft yaux INLrT STIP — l7l(JCI NC 1?T5 OU;[T) OUTLFT•sr — F7J 7 — Z � I R .:aE CA GHBAS(tV PLAN uJ uj 4%,OftWINC 00 U. t`„ Trn501JID COVCR YC5 "j'a�{y ---• --.-- INLV GRATE s J I .-Mi`N15 ,-PANG 4) L/ • NC)T�..�. OUiI"f 5111D KCCS!f COVIR —� (-vv rJI 4) • ? I I ` 1 I11._L STORM Irl/'UNH\/LES:1 VAULTS .. C.XtNC7fCf4l5T� �; -ryn 2 ►n' ~ INLtTGRATT �_ SCU/CRLLI AND CATCH BASINS SMALL BE 6• �' ' - - --'' l - ( ' INSTAt_LED TO H--20 LOAD RATING. T'` i:ONCIII(XXLAK roost T • ' w / M"NOT+L) r F 2. CONTRACTOR SHALE. FIELD VERIFY ALL RIM AND INVERT ELEVATIONS � �• 1'_6• 2''4• r1 blr�l� 51Ok►ANLTPR �_ 1 (TYP) NSIDE RIM r SHOWN ON DETAILS PRIOR TO OU NOTE 2)`V"R'°`r1 I+ t 6 1 ACGL55 PU)(; �` U ORDERING. ELEVATIONS AND INVERTS ON f�IR WALL U.RrY7PAM ARE. APPROXIMATE ONLY. - -CAFtTF21DGE GAl' y ✓)UT51Dt-------- INt)Ifl' PJM INS f_1 rJM IN51DE RIM 9 A*) rp IMYY,6bR IV Nf)"lawt l Yug"Ah~ � Rf 9ti.�1M'•1R�M.NKCYtM, CAM91mili- TON VIE& OM 51DE RIM w...... 'J!r•tntT N••.51.'.Gl!1 v MTM Ne 5.U2 6" is"WIN.5.pe.i15. 5.70,7"N.6.017.6» s x0.517.N•C"7.6752 ART, IDCATCHBASIN-T VIEW N•5 7o7,sr.rs c.ot c» � '• N•G,a17.utl.Ns 5"1 57L N.:c.Gnl.ON.•1•l.G7.5'4. wo G U9.61E.No 5.LT4.57G TfI NO CNet u-3 MO MVIGN IWD anwo u 9 too ICAMN u0 oM01 u 5 NO FORK* M00191a�wrrW1 � rrttrr�rn[>Mc -- nrom rt•Orc vTDR�rMM O'045 w.lw.+r)Ao o2oos 7....«.leo a 1: STEEL CATCHBASIN STORMFILTER STFEI CATCHEASIN STORMFILTER STEEL CATCHBASIN STORMFIL fER St01'iY1VN�t��'36Q AND SECTION VIEWS 1 StCrrf Y1W8teY36Q SECTION VIEWS 2 StOrmwater36Q 'TOP vl�w,NOTES AND DATA 3 Z Pis`ji'` STANDARD[IETAII-2 CARTRIDGE UNIT STAND-RD DETAiL-2 C,ARTRILX,E UNiT STANDARD DETAIL-2 CARTRIDGE UNIT d o I -k TA dlMl� (YlrO�A�w OA`M � ,•A•ILII!Cr#41 nM OiMlp tllll cksjm Awl I WE•,N,M WJ aNO! •.l mom c"""Tt MMN5f 1UYl 11007D A*G (Y' � y�. A. t. GENERAL NOTE5 a I .y r al IfS r y r M1 A r 1)5TORMFILTER BY 5TORMWATER360;WE5T PORTLAND,OREGON(800)548-4667:EAST: 5CA "OUoN. ME(677) 1�x•ttr t trs' r V.ti'1, y.p, ! S f`' t k4 a+ -0 B (, 907676: MID-ATLANTIC K1tI ElDGF,MU(666)740 3318. 2)FILTERS TO BE 51rhC-.-A(_IUATED AND 5ELF-CLEANING. , 3)STEEL 51 RUCTURE i O 5E MANUFACTURED OF 1/4 IN01 STEEL PLATE. 4)5TORMFILTER REQUIRE-, 2.3 FEET OF DROP FROM PJM TO OUTLET. INLET 5000LD NOT BE LOWER THAN OUTLET. INLET(IF 7S GUi LET 5TUB PERMANENT POOL APPLICABLE)AND OUTLET PIPING TO BE 5PECIFIED BY"ENGINEER AND PROVIDED BY CONTRACTCN, � ^ J ELCVATION 4'0 urrmNG 5)CB5r rouwPED WI1N 4 INCH(APPROXIMATE) LONG 5TU05 FOR INLET (IF APPLICAI'5LC)AND OUTLET PIPING 5TANDARD OUTLET (SEF NOTE5 445)-\ 5TU5 15 8 INCHE5 IN DIAMETER_ MAXIMUM OUTLET 5TUB 15 15 INCHE5 IV DIAMETER. CONNECTION TO COLLECTION PIPING CAN r y I Cr 6' BE MADE L51NG FLEXIBLE COUrLINt;BY CONTRACTOR. -`-'- -: 1--R WALL r OVCRIAr 1/4• 6)FOR H-20 LOAD RATING,CONCRETE COLLAR 15 REQUIP•ED. CONCRETE COLLAR MTN QUANTITY(2)04 REINFORCING BAR5 TO BE PROVIDED BY CONTRACTOR . + - • VAP&& ` `� 3 • 7)ALL 5TCN2MFiLTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERA',ON AND MAINTENANCE GUIDELINE5 FOR MORE +, 2'-3 5/8'MAP. 5• I INFORMATION. 1 -- ge A �� -� 4-CARTRIDGE CATCHBASIN 4' 1 5TORMFILTER DATA -ffYP) INLET STUB Our LET aTTB 5TRUCTURt ID 4-CART (OF'TIONAU-• L' _(51[t NOTe5 46 51 WATER_QUALITY FLOW KATY (cI5)— O.I I E; 2-0 OUTLET PIPE PLOW RATE (<1 chi -— 0.79 + • . :t (SEE NOTES 44 5) INSIDE PEAK• KEY URN PERIOD OF PEAK-LOW 0vT51[X--4 FROM UNDFPI?RAIN CARTRIDGE FLOW RATE(15 OR 7 5elp") 15 G eefrl� REINFCF,CINBAFtb � - - L. J zNTRl INI£T 5TUB (5F.E NOT7 G) RIM ELEVATION 271.1 0 a: 0 (Or'TIONAUARTRI.DG T BA IN _SECTION VIEW PIPE DATA: -_ _ I.E. DIAMETER LN F— UJI (SEE NOTr3 445) INLE_1 51 UFS 269.00 _6' O purLirr 5TUB J(5.851 6 (� LI MTTRRIDGE rATCHBASIN BM-%A t F1GuT+A(ION w �-L- �— c oU T 1— O�— Q ; OO w / / Lj iINLET 0 U ! {� } 413(A'tNINGPyr) 5LO'f:D UD No z � Q INLET GRATE \ 501.!0 COVER. YE') OUTLET 5TUB AoXt ,'5 C NM NOTf.S/5PFC1Al REC�UIREMENTS-------- 0 � J $" ' + I, j ("k'f NO?ES 465)'` ({Y'J -2 (,;,• F7— INLET — _ W L Q (� ACCE55 COVER Q , �! R INLET GRATE0 ,{ �. `�. Z �° o \ rtwANENT . ' • : ' • • —I -— I-.LJ M rcaEEVATION apA~ CARTRJMcn9,Tn71nLT". T' L (%T NaT214PUG CARTRIDGE I'-;• v IJWX*R[R/ N —Q %NT IN5111X MA lJJ _.� t ' 'BAIDCATCIASIN Tr s _ ___ • _ _ ENx N z EN t ��V�,7G:C/#TC! �•` I1,60E PJM --- Ih151DE RIM IN51ff RIM 51 d CD N7 OIJT5tDE RIM TTM 5TGFGMAfM~--OA R TTC 43TOR~TM WANM %'WIT Mr sTOR1AWATrR MAWOMWNT 9.*"WVWV* fflZI GE CA CML1Pj:„_ F1 VIEW fea,.rw DESIGN RCE QN U-5 R IW Nw t:.3rl.40, I,g PATRNT Na 5.922.629, ._r.. s PATIENT Nc.5.322.f.?' .� ,,. .. ... •b.°7+D7 fr °+.707 \D No 1.707,527,No .07.639 DRAYVN RCE No.C.f.Vt7,Gl9 tO.S.frArCIOk ft SA".579. On +;.649,048,No.SM4.57C No.6.649.046.tic.3jQ4.576. " f411D 0111,111%03.AND M309M AMU CMW LI 5 AND P l2K,N1 ANO OWT u 5 AND FOR14C+NNO.D.>1E.J r c •` M1lNr>!R1/'1O1G � �+.N�...-......a,.- FATOfTs!�CfIbRKi S '360 rATT91T S riwjm ,JOEL DATE 11--5-05 i -BASIN STORWI TER STEEL CATCHBASIN STORMFILTER STEEL CATCHBASIN STORMFILTER FLAN MO 8ECTM VIEM � SECTION VIEWS 2 TOP VIEW, NOTES AND DATA 3 � c"It�'`�� • , r 5tc�rnnd+v�ter3�Cf Stormwat�r�GQ ` STANDMD DVP&-4 CNARIRIDGE JXff "" "'"' STANDARD DETAIL-4 CARTRIDGE UNIT STANDARD DETAIL-4 CARTRIDGE UNIT mom I. t1WM11 MaA11E': 61Y1MIt 11+61 MYlftIRM! 14M IwAftow Wymopm 1 - N1u11 (511111I144ort OIUIIOIN:MJ!► alllalllo�wio �r � � I C8 All WE •i0 2562.10W-0 0 s ; ) QA wyiw&fi§dA ..555••5,. . .., ,. .,, - r. 1 r. " ��1 J r r , - r I � , r r' y> ..:tl' '1 t 't ., a.: �. r. +i4 r i';J{t i•.� •1.. ,:i.c. i,. -._... ., i6• .+ 'h :y t ' t 1A i SO - r".IrrIA.A,.r4 -._., .., i. ... .r. r'.:.;J..r✓_.Jr.a.i•, t1:.,.J•,•.- hrw...-.....C'_..-,.-.......;.ar.6.v..,� Kiv.u,s....,...u.s...�. ,d..4."•...r.a l.:-.w...-:..._. s...A rd .." a .. ., ... .. .. l Cli! riN:iirf•IeY.<e.ewn..n.,,..,.,..: .: - . ..r.0 ,- .......a.�...Y.,r/..GW,Naf -i •.+Idr .(..[/n3YY .. ,V +r.�. r�r.ue.rX...,..,n.n...rJrr�. .r.. 4:.,wlar:w...r..�c'.Y..rwi.4 .u..,.�i..... ,u.. .ai e. - .., ._. ...,:.. ....r..w r+w..r.....,a.ru.u.. u .•wi .ot.. JL_.M.wtiwr. - w:.w ,.,..laYra..Y.i.r..MW.i-..i.]•r.c.....l.urwi4....-r..w-,J.,.•ru>..w�n..r�.r'r..n....rur..WwrYa.iaw.. - .....-rw,...y..,.n..,_-. I...W:.iWt. - ..,. _.........-. Y,aa.,....ra_.,,.r..........w.....+w...".».u.rra:.,.,. .. r�{.1i12..•M3f.2.d...:.:.Y.:..u...iu.,.w,:r.r": ,w s,=.�ueti.n ,r .. .,........... .,.,-., �,-._...-..., _...........-...._.........., .............. .. _ , • • • • ••• ••• Q • ,�7 ,a a r. 5+4''.�;,,t� e i N .y ! ! t r Nr4 m .^ p G M a+ +� P P L OR WATER METER SEE DWG. FOR LOCATICV4 i iSIZEG TEE,•WY[DE PLUG= CROSS KND 2K O tK D / ( ) 0 � 2 �tj 0 tLows HYDRANTS TEE PLUOOED-RUMS uiri 2 2f-IO .64 00 6 • • a • • ` MIN. " u� :' E '13 ` �- -- 6 MIN. ►� °o$ 3•+�_-- _- --- - -�- WATER 4� MA H M U do A . �:3-'--- 1 - . METER - • 10 _ X 4,1 -- ILL-- --- 11.6 (NTS) 6" MIN. �...� 57.11 t J ----- ----20.5 Q,. Z f 29.9 1, _ LA IEAA _ i4LAN -3/4"- 2" FEt3CO MODEL 850 DOUBLE J 6IMC ARCA OF DiRStST OLACK --� -_ CHECK #,SSEMBLY (OR EQUAL) I POLYMER CONCRETE BOX--• (SEE PIANS FOR SPECIFIED SIZE) 1. ALL. VALUES ARf. BASED ON THE FOLLOWMK: ASSUMI'lIONS. AS MANUFACTURED BYz -_INr;REASEPr ON DOWN STREAM �.� AVG. PRESSURE : 100 PSI x 2 (tofaly footov); 15M PSF SOIL BEARING OLD CASTLE-PRECAST CAPACITY; NORMAL DISTRISUT10N DESIGN VELOC TY NOT TO EXCEED 5 Rel. TIDE (SEE DWG. FOR SIZE) < a 2. ALL FITTINGS SNAIL BE WRAPPEID IN PL#sM PRIOR TO PLACEMENT OF CONCRETE. -- -- J 3. BEARING WWACF. OF THRUST BLOCKING SMALL K AGAINST UHIMURKO SOIL ----____ 4. ALL CONCRETE MIX SHALL HAVE A MIN. 20 DAY STRENGTH OF 3000 M. o: CIO 0. S. ALL PIPE ZONES SHALL BE BACKFILLED WITH GRANULAR BACKFILL AND WMPACIED. 6. THRUST BLACKS FOR PLUGGED CROSS AND PLUGGED TEE SNAIL HAVE /4 REBAR 0 liFT1i10 lJ)OPS INSTALLED AS SHOWN. C) 7. VERTICAL TNFK)ST DETAB.S•-';EE DWG. 5120. is, 8. STRADOU KOCK DETAILS-SEE DWG. 5110. 0 • VLOt;K TO UNDISTURBED TWNCH WALLS 3" DUCT - 1 Z y ® RW 4 ' • THRUST ROCKS FOR PIPES LARGER THAPU i 18" WILL BE L401VIDUALLY TERMINATOR AT 7e U. DESH;HED BY THE ENGINEER. EACH END SEE DETAIL 5110- o 7 _� t MIN. 6" CRUSHED - LL' ROCK UNDER BOX ELEVATION H_ s l FOOTPRINT. � L DCA BOX BOX H m 1'� DIA. MODEL NO. NOMINAL DIMENSIONS DCA- DOJ13LE CHECK ASSEMBLY II -3.7 FT.2 2. DCA SHALL CONFORM TO REQUIREMENTS - AT TOP - OF PUBLIC/PRIVATE AGENCIES HAVING 3i4" S1324826AA 13" Yr 24` (26"D) _ w }��" ,r „:r x•.:.,', JURISDICTION. 1" SI324826AA 13" X 24" (26"D) Fc':IN 3. DCA & VAULT INSTALLATION SHALL MEET STALE OF OREGON, 1 1/2" S1730B26AA 17" X 3O" (26"D) :r ' 2 2" S1730826AA 17" X 30" 26`D DEPARTMENT OF HUMAN RESOURCES, (, AND HEALTH DIVISION REQUIREMENTS. ,t x 1fil a _ 4. CONTRACTOR SHALL HAVE DCA TESTED -UNDISTURE_D AND CERTIFIED PRIOR TO ACCEPTANCE SOIL BY OWNER. o LAST KW"OAWm� 5, VERIFY ADEQUATE CLEARANCES FOR •J.1 RfA'AON Do �f 1 MARCH 1997 STANDARD TESTING AND REPAIR. DEC 2004 STANDARD HOWNTAL 8. BRASS PLUGS SHALL BE INSTALLED IN TEST COCKS. THRUST BLOCKM7. LOCK DOWN COVER WITH HEX HEM; BOLTS. 2° AW SMALLER COVER SHALL READ `WATER` Y NTS 8. DCA SHALL NOT BE INSTALLED IN AREAS SUBJECT TO VEHICLE TRAFFIC AND PEDESTR;AN (N S IL DITA& SIDEWALK AREAS. ocTAr MO� WESTECH ENG. 31017 WESTECH ENG. 5310 � I UTILITY VAULT 676-WA PIPE- 9 PROVIDE BALL DRIP DRAIN VALVE TO DRAIN FDC, EITHER al (5'6" x UV I)) 8" MIN. ! � � 6 CHECK VALVE OR NTH HORIZONTAL [APPING SADDLE � �-� W/N--20 RATE] LID, RIPPER HALF � p EQUIVALFN T. Cr!+i:rrc,. OSHA APPROVED GALVANIZED .. T- "T"-��- \ •' u „� WALL MOUNT CHAMBER LADDER _LECTRICAL CONDUIT ^ VOR SUMP PUMP A N 4" FEBCO 856 DOUBLE CHECK ��F D C PER FIRE DEPT. DETECTOR ASSEMBLY NTH �- A RL OUIREMENTS, LOCATE t,« 2 OS&Y GATE VALVES, r AS wONM 1 PLANS. OR APPROVED EQUAL. ` • 4 GL. a2 D.I. PIPE TO FINISH GRADE "fit I 12 4 CL. 52 D.I. FLG X MJ ADAPTER SOLID FO,,M VAULMIN:-- W RE T Ail-NER GLAND CORET- INSULAT 1N CAST-IN-PLACE CONCRETE -- '- S TYLE SILENT LOW;R HALF'- IBJ THRUST COLLAR NTH _�� ` +.• ' ` -.,-4" GLOBE OR WAFER RETAINER GLAND CENTERED IN CHECK VALVE OR APPROVED EQUAL _ z CONCRETE (TYPICAL BOTH ENDS) _ -- - 1.5" SOLID FOAM INSULA.TiON, FOIL SIDE TOWARD VAULT. a' 4 , ACCESS DOOR SHALL. BE UTILITf VAULT w °' ° .Z Nn * Mt10El 2-332AL (2'1d" x 5�6"' MIN) OR ;: -�� •' INSTALL IN TWO HALVES. SEE ABOVE RIGHT. APPROVED EQUIV. DOOR SHALL BE �� F.D.C. TEE .: (T , BOTH ENDS) - • L1J O H-20 RATED ALUMINUM :►�'� '}.,,.�_._ -•. �:_ C��- Q } _ F FIRE DEPT. CONNECTION SF-1 MRN. 35" zW L� MEGAFLANGE (TYP. BOTH ENDS)--Y6" MIN. ABOVE GRADE UNLESS OTHERWISE LIJ �- SET TOP AT FINISH- REQUIRED BY FIRE DEPT. C ) (n 1. DCDA- DOUBLE CHECK DETECTOR ASSEMBLY NTS GRADE OR 1" MAX. ----4" SCH, 80 GAL`!. STEEL NIPPLE7 L1_� Q FTC FIRE DEPARTMENT CONNECTION, ABOVE FG. OUTSIDE SET TOP AT -4" GALV, STEEL COMPANICNJ FLANGE 2. DCDA SHALL. CONFORM TO REQUIREMENTS PAVED AREAS o r - OF PUBIJC RIVATF AGENCIES HAVING FINISH GRADE 4" CL. 52 D.I. FLG K MJ ADAPTER '(. . JURISDICTION. IN PAVED AREAS W/RETAINER CA-AND Q U,j `r 3• DCDA do VAULT INSTALLATION SHALL MEET r-' : 1 MIN. 6" MIN. CLEARANCE WHEN _ t STATE OF OPEGON, DEPARTMENT OF HUMANNIMP "" LADDER + n.S.'kY. VALVE IS FULLY OPEN Q fj�' RESOURCES, HEALTH DIVISION REQUIREMENTS. --t 94 14" !R'BA - ELECTRICAL CONDUIT FOR SUMS' [� _ nv JMPROyD. o <L �- 4. CONTRACTOR SHALL HAVE DCDA TESTED AND �-'r" PUMP POWER. SEE ELECTRICAL CERTIFIED PRIOR TO ACCEP1rHNCE BY OWNER. ' GORE VAULT fi PLANS. PROVIDE MIN, 30" COVER. � � - � 5. FDC SHALL NOT EXIT 11IROU(:Fd THE 7f1P , ', - +3` YIi, 2` TRUE tik Or' THE VAULT. r f, =.. KOR-II-SEAL BOOT UNION - 2" SCH. 40 PVC SUMP PUMP DISCHARGE Q U a " h. •, 6, All P!PE OPE14INGS SHAM BE SEALED WITH `..,.. (I YR BOTH ENDS) GATE BALL VAL-VE _ LINE. PLUMB TO FACE OF CURB OR NON-SHRINK WATERTIGHT GROUT. r ' r•~ VALVE OTHER APPROVED DISPOSAL POINT. L1J ' (TY') PROVIDE 30" MINIMUM COVER. - � Q 7. BENDS. CROSSES AND TEES SHALL, NOT BE :_' `; � .. - -- - ` � � 0_ jINSTAUFQ WITHIN !� FEET OF THE OUTSIDE ..:".'.�'" :• ,' ••' '• - - ..-_ 4" DOUBLE CHECK DETECTOR CHECK ASSY VAULT WALL. •. • • '.T;'T __. 2" BALL CHECK VALVE i• 8. ALL VAULTS SHAU. MEET OR EXCEED ASTIR C-857. • • UNION LiJ ALL VAULT CONCRETE TO BE 4500 PSI 4 28 DAYS. MN-_GAFLANGE (TYP. BOTH ,.NUS) Z REBAR TO OF ASTM A--81 b GRADE 80, 9. SUMP PUMP WITH POWER SUPPLY SHALL BE �h INSTALLED UNLESS OTHERWISE APPROVED BY 12" -- ' ENGINEER OR GOVERNING JURISDICTION. "• '•� N - - STANDON MODC'L S89 LAST sxa0N 04TE: +op " N r• -FLANGE SUPPORT OR SEP 2005 STANDARD DESIGN RCE 10. SUMP DISCIIARGE SHALL BE PLUMBED TO FACE OF •• STREET CUM OR OTHER DISPOSAL POINT APPRO`/ED BY •I .� • .' •° APPROVT D EQUAL (TYP). LOCAL AIRIMOTION (SEE GAR 333--0!11--0071.3 • _ 4° �701�.E pfd DRAWN RCE � Y JOB NO.051155 DETEMICIR11. SUMP PUMh POWER SHALL BE INSTALLED IN * - MIN 5 GPM SUMP PUMP WITH POWER SCHEDULE 40 RIGID CONDUIT PER NEC REQUIREMENTS GRANULAR• COMPACTED BEDDI1� SUPPLY CtT1J1RACTOR TO COORDINATE wI�F°DC DATE 11-8--06 GGING' WITH BUILDING CONTRACTOR TO CONNECT (NTS) hili:,r CQL�.AR CONt'3tE'!'E SHALL BE 3300 PSI • 2e DAYS SUMP PUMP TO BUILDING POWER. "AIM No. NTS WESTIECH ENG C9 ANDAIRD T� r r, _ . WE JO 2582.1000.0 • 5.:,F Y, r Z i lv�t 1/.4 i J. X �� 1i -: Y�d^ � .�•� +' .' � . .1''�`. w ..', • _ a 3if�,��rali}�l; _ M,'Llr",. Ytl7Ni m• s� ud� ..:....-.:..-w.._....._.,._,...........: .....<......._-..;»..._....,.a...... ....,.._... .. . .......•.n.-.r:�..,,,.-.,.. .. _ W. ......,_ ..... .........»...._.._......_ .._........ .-..__....-_... .,_._.. .._....._...+_a- -- — -wr..ww '':Yw WW1:1YP"- +d....,. ....w,-.. ..._-_.....,_... ...,........,_..._..-.............,.»-.,.nww.....,...Kw....w.rwr +wli�iil�n111 PLANT LEGEND NOTE: � �3 . Prim to placing top,il,vui*that sub-grade is of the proper&-pth to allow / -�,z -- o _ _EXISTING BUILDING NOTANICAL NAME COMMON NAME 1 went of topsoil muds �,mpat to mmxt finished grade. 2. Provide erns pleoc 12"of imported uncoil in all new plant twds including Wbxi,RE 3 Imported Iaadliltg�fmw la s ved Architect / T•y ' 4 1:5 r�I � hr Lanaa��q,e Tl ACIiit CIRCQVATUM BINE MAPLE(MULTI STEM} 6'-i' P�to bki*ng to site. It shat' be free of noxious weeds,roots,atoms over / �` " 1" and Ater ocuaneous mebmials hanavid to lane growth. Topsoil slut be / — NOTE: `- 1�'-�' I7 �'�'ly T �"! fold T2 ACER RUBRUM'KAkPICK' KARPICK RED MAPLE (10'-12') 1-l/2 CAL- well drained satt&dMomn mix with less than 10Y. ckv volume. �1 Clear and rub existing weeds in this area. Add topsoil to provide a sT(locrth '' •~ "' T3 CARPWUS B.'FASTIGIA'rA' COLUMNAR IWRNBEAM 1-l/2"CAL. p / g p p 0'Sw V T4 PYRUS CHANTICLEER' CHHANIXI ER PEAR 2"CAL. On site soil is no cmudamd III ami shall not be used ab such. / EXISUNG LAWN`REMAIN G even slope for new plantings. TS T "A C. 'GREE]NSPiRE' GREENSPIRE LJNDE N 2"CAL. -- T2 TZ . SHRUM �� asc31� - r 4-S Is ! r a � d.�� i,� „� �^ 1 91 ABELIA'EDWARD C�(3UCHER' SAME 2 GAL. '` crS, �,. I I-'Sy C i S2 HERBERIS T.'ROSE GLOW' ROSE(CLOW BARBERRY 2 GAT.. •`P ��11 I - �-�7 V � ! 5' BUXUS S.'GRFF?N VELVET' GREEN VELVET BOXWOOD L GAL. h � � - - h - '�'S8 - -- -- I L` S4 CALAMAGROSTIS'IL4,RL.FORESTER' SAME 2 GAL. Si CHAMAECYPARLS O.'COMPACTA' CGMPACT MiJOL i CYPRFS.S 4'-5' S6 CISTUS CRETICUS NHM ROCK ROSE 2 GAL. �h, i �'�' t>` fA IO E S7 ESCALLONIA TRADIESH' SAME 5 GAL. �� S S Ti h. / / i II S8 HELiciinwHON SE,MPFRVIRENS BLUE OAT GRASS 2 GAL. S9 Iff:MEROCALLIS'HAPPY RETURNS' HAPPY RETURNS DAY1 RY 1 GAL. ✓., SITZ 11FMER.00ALi,LS'HYPERION' HYPERIONDAYLILY IGAI.. 4� / �8 (� X14 4-'51_+- Z' - � Sit )LEX C'SKY PENCIL' SKY PENCIL TROLLY 2 GAT.. (� ,}„• � � , � l S12 NANDINA'FH(E POWER' SAME 2 GAL. S13 NANDINA'GUIFSTRFAM' SAME 2 GAL. S14 OSMANTHUSDEL4VAYI SAME 3GAL. ,• 3"T5 S15 PMYJS'M''. ME FIRE' SA2 GAL. 1 1 S16 PE3VNISETUM AIAP. 'HIAMELN' DWARF FOUNTAIN GRASS 1 GAL, S1'i PRUNUS L.'ZABEI.IANA' ZA13EL LAUREL 2 GAL. Si 8 SPIREA'GOLD FLAME' SAW, 2 GAL. � 6-5I,� 2"4"ROUND WASBED RIVER ROCK WITH®ORDVR-SELF DETAI M S19 EUONYMY US ALATA'COMPACTA' BURNING BUSH 5 GAL. S20 PRUNUS LUSrrANICA PORTUGESE LAUREN. 5 GAL. a2I MAHONIA AQUIFOLIUM OREGON GRAPE 5 GAL. .,ROUND COVER r, V I R ! GCI ARCTOSTAPHYLLOS UVA-IIRSI KWUNMCK 1 GAL.(36"O.C.) r / V-1) DO NOT PA.ANPGROUNDCOYF.IIIPnWV 18"OF.SFDFWALK£CURBS PL41ffMi71MAL BU11IVVG,OR LA WN... / LA1wDSCAENQTES I 5 s-5� - ° PROPOSE® BUlLDiNG ' ; " I 1. PLANT QUANTTTES SHOWN ARE FOR CONTRACTORS CONVENIENCE. T1$!18 c M8R ' 2- OTHER TRADES SHALL NOT DUMP ANY:PAINT,CH MJICAIA LIME,CONCRETE,SCRAP (, BUIIDINO MATERIALS,OR ANY OTHER TOXIC MAIERW.S iN LANDSCAPE BEDS. 3. LANDSCAPE CONTRACTOR SHALL ROT'OTELL,LERTn1T!?,AND pINiSH GRADE ALL LANDSCAPE APE AREAS. 4. NO SUBS ITILMONS SHALL BE MADE WnTIOUT THE WRITTEN CONSEN V Of OWNER L V � EXISTING-fRL'FS TO REMAIN S. VERIFICATION OF UNDTOtaitoum IJTILTilE4 is THE REs'PONSIBum OF THE OR LANDWAPF ARCHITECT. LANDSCAPE CONTRACTOR. 1Ti:E LANDSCAPE CONTRACTOR SHALL.BE RESPONSiBLE � I � t 12 ,'`,I I `�► I `` FOR THE iAO►t@DiATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK - 6. THE OWNER OR L ND9CAPE ARC!fffBCT SHALL HAVE TIE RIGHT'TO REMO ANY '•., � i I ) 5 51 SI - - T7-S1 WORK OR MATERIALS AT ANY STAGE OF THE OPERATION THAT IN HIS OPIN10N DO NOT MEET i7lE REQtIiRFbWM OF THESE PLANS AND SPECIFICATIONS. 7. ALL PLANT BEDS SHALL BE TOP DR WITH r OF BARK MUMJ. I i I NO] 9. ALL PLANT MA,MLM.SHALL BE,r_MeTAwm CROWN OR BALLED AND BURL.APPFD BARE ROOT STOCK NOT , I I Z SI I REMOVE DEBRIS,GRADE SMOOTH,APPLY J:" BARK MULCH i 9. ALL TREK SLITEU134,AND GROUNDCri'F]t SHALL BE OUARATdiT�,D POR A PERIOD OF � ^ 12 MONTHS BEGiNNING ON THE DA1TB OF ACCEPTANCE OF PROJECT. ANY SICK OR LL Tf6 • r � � _ -- -- DEAD PLANTS SHABE REPLACE)MMM7Ei,Y � AND HERBI(_IDE.� � \ � I I r 10. ALLGRADES,DiMLmms,AND II amw CX)M)1T om SHALL BF VIERUMM BY THE / 1 LAND9CAPE.MW RACr'OR 810 ORE C[7N3T7bI)CCLON BEGINS. ANY DISCREPANCIETi (9 SHALL BE BROtJOHrr TO THE ATTENTION OF TEE LANDSCAPE ARCHITECT OR OWNER -- - — �'S � Z-�I •�• I � 47-S - F I T e 1 i. EVERY POSSIBLE SAFEGUARD SHALT.BE TOREN To PROTECT BUII.DII�K3 SURFAC'E9, Z ?`•r 24D PAVING,!I(UONENT,AND FURNISHINGS. THE LANDCSAPF:C 0N—IRACTOK SHAL.:.BE REBPONSIBL E FOR ANY DAMAGE OR DUURY TO PERSON(*PROPERTY THAT MAY � � LUKIING TREES AND SERUBS TO REMAIN Z"'TI � v U OCCUR AS A RESULT OF M3 NE(ILIGPNCE IN THE EXECU"OF HOS WORK- II. ORK G / Z I li-c�17 T l2. 77E LANDSCAPE CONTRACTOR SHALL PROVIDE AND PLACE 3"OF AP'PROVET: COMPOST IN ALL IANDOCAPE BEDS,AND SHALL ROMT01 THE COMPOS'[•INTO THE 1 I TOP a"CILANCiFN(I DOtSC77ON3 UNTO.,WELL ML)Tlil). i I 13. THE LANDSCAM(-VNTAAC7X)R SHALL APPLY AN APPROVED PRF EA0MI Oar �, _-- _51 7-< 1 \ . .. . I Pil�B1C0)t?FOLLOWING MANUFACTURER'S RBCOMMENDED APDLiCA1:WW RATES --- AND PROC�URBS FOLLOWING COMPLETION OF PLANTING. PRIOR TO BARK. _ t7 I PA Ab: L S 14. THE L ANDSCA.Sr a t` 1kS (lN iRACTOR SHALL.(X)ORDiNATE HIS WORK WiTH ALL C>H�L10t i _ _ r - `�\ S`� :� I L.A1$D TRADSLZ t1CYl ICIL#T1UIC),I7rO.I7il1SS,SIGNAAB,AND NQJCi. 0 � _ 15. .E LANDSCArE OpN'iRACTOR SHAI1L,TNsm POsnwi DRAINAGE FR ALL PLANT _ _ BEDS,AND LARRY AREAS 1 t• O s t Is. FERTUMR SHALL BE APPLJED TO ALL LANDSCAPING AREAS. ASiBl 9 M 10 CRAM °? TABLETS: 3 FOR EACH SHRUB,6 POR EACH 73M SHALL BEEVIENLY'3PAC'ED AROUND - =� • cc U. • k LA. C THE RO(YIDAU- MOlADCAS T'GRANULAR FMM 16-114-16 AT A RAT[',T 20 LRS./I,Ot10 I c 1� _ � W ,+ :'' SQ.PT.OVT3Lt ALL GROUM)CX7VTIIt ARBA9. X _- L J 0 Q 4 LTJ W ~ 011n RPME wwrI LLI TM10►E a Ail •TAIfL11 EYEa 3 14 3-S)p L) M011 FINIM MAN, Cr. ILLI z ii. A !C 0 1 t o II V.— ---------TTNiu TLE. 9 ��19 r- -mss l'7 , i. -"IT" Wooooutaaa -Off"_ r e ' 20 w17T1 MIt tQIAA.T - ^ � u oApc sNowN coLoN. �,' �/ � ,•�.; 3� Z � y e SAM oar MWE" ExIgTI1J6i - — z Q IMADE r � _ � Z ----WMU ow.L NOT T0901 /� ,c', ..J p C7 ROOTaALL. ., _ _ .. `_-� ��rrrre�a •T --n ANt ah wecnNlt _^ `:::i U U -75 17 4 T4- 1--� ...J a SFRUB PING ING DETAIL I .iE�a STA LL L © p 3 1 AP DRAWN SAT r x P•la1RfN 1kRAT1D r>k r wl�naR ttR11A111m ecsTrrr*.es vet � �' DATE 4-•13.2N6 -- - .3".r11IF1 -01 NP __ -- -- - --- - -- ---- — - - - - - - - _ _ _ - ---- SX 105TH AVENU REViSiON: I: v r xe•tenor moms 1. PORTUGFSE LAUREL SCREEN-EAST PROPERTY LiNE 2. ORF.CiON GRAPE-EAST PROPERTY LM 6-23-2006 ,,^ ~ J' •J~ / -� ` �` fJ ) 1 4---rr ' 3. ENTRY BEM AnNSTM 11-3-2006 ��• 4. RESPOND TO CITY REVIEW NOTES 11 27-2006 Ait�t1w e tw►L�.NamV-0 L 1 j; • W:0-ts+al►R patM sunt tllRAL1.TAIIIIIIIIII PLAM M NOTE L—A N' -- SEF. SiTE DEVELUPI.':ENT REVIEW v. zo� , 111c SDR 2006-00002 �� R o Aawru�k�00JWIL'.t awlNamettelT�gsrA�`FRk�51ki�-LO_ire&'18M.&&4.4'V2oOg 1:37'26 IN i, oil!i '.'_Fi?Olr•f ---- -+••ww ,...---. _ .. _« - - - .--..-...__..-._..._ ,.....-_-.._-•_-.—._._-...__..--_..._. - . ._-.. "._.._.,.. _......_. .__.... _.. - ..._.... .-."we,r^--. _--ti-.-...--w . _.. ...-.._...._..........._. _,.+w..-nwwwww•.. dlgl� y.$_ 'a, .. .. r•... ,.; -: , , cv ° wIMt Et141NAY'ilt' 1�91Ytln ate. �:. L� Y Gm 1 I II i{II 11111f r II I Ilii L!III I'li Iii 1 I I I U (Till I III II 1 LIN 111 11 1 111111 U 1111 IIS nllll 1111111 lill�llll 11111) 11'1 1!li [NIIIIIII1111�11IIIN11 II!IIII11 Iil!Il,n llill 1111(il H I ! I iii ,i;lllll' �� j HIV 1 I iI9 i:! I ! 1 I i L I I i ^I I I I I I 4 IS 17 IA t0 20 21 22 23 ?.4 cs 2® Z7 29 28 30 ' 1 I a .I�+S'.1iS�,tIi7Y t 5 1 it -... .. JWt.tw... ... :..,t,....._ x+-.: ..'___.•'y,¢• J...e.ria .,.. ..r—.-•- . .. -.•.,y` ..:.a..-..r-.l .A'i'S1et -. -: -air _ V' __ _ _ -_ ...r-._.-......_.r..._... _.......r_,»_a --•___._....-....-ya_-- _u.r..:..._. __.. -_..a- ...._-.. __ _.:n.-amu+....._.....aa u—..u.ara. ..sr.r.._..r v.v!•.r_.r, •1' ,l 1 7'. 1 1�n64..y,.w 3:. .. • • •• •• • • • • • • • • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• ••• • • •• •• • • • • • • • • • • • ••• • • • • • •• RAIN BIRD 180"*F,H.ADJ,Q POP-UP SHRUB SPULNKI.ER j ; 2"SLEEVE �--- • EXISTING BUILDING y 0 RAIN BIRD 18�i• F,H.1tW,Q POP-UP SHRUB�RINKLEJ1t i , � 14 t" '{ eu 1 v RAIN BIRD IW12'F,H.ADJ,Q POP-UP SHRUB 1PR1NKLIR / • 1.• tN C ❑ RAIN BIRD]SO& S'EST,SSI'POP-UP SHRUB SPRINKLER j e4. 1 ,1 2 1 WATER METER-NY OWNER-'TO 'ODE-SIZE:2" D1� 2-S LEEVE I I I. WHAMS SILRIFS BACK#I MVI" 01 � L 0 BY LANDSCAPE CONTRACTOR-TO CODE-SIM: l" RAIN BIRD 4130 PITA FLECTRIC CONTROL VALVE (21 4'SLEEVES ® RAIN BIRD + 12 STATION INIXK*AUTOMATIC CYINTROI.LM:R �,� (2)+"SLEEVES FgP-1.741 \ I IY='- .1 m= C 2 SLEEVE p �--- CLASS 206 PVC MAiA I.INE SIM:2^ '` 4� f' �• I I 12 �4 V CLASS 200 PVC LATERAL PIPE SIZE-AS KNOWN t� �t��i 4� I • - — — — — — — — _ •lT — _ —---— SCI L 40 PVC:SLEEVE-:'SIZE 4"UNLEK.S.SPECIFIED � .•/ E r' a O %"MANUAL DRAIN VALVE. INSTALL AT LOW POINTS OF MAINto Ix LINE FOR WINTERIZING SYSTEM �► 2"MANUAL,LSOLATION VALVE oV •�' ♦ t '� �j '�� _ SLEEVE \ I 2"SLEEVE 1 C NOTE: @PG �� I I I•. 1. STUB ONE ADDITIONAL WIRE FROM CONTROLLER TO 4. FURTHEST AUTOMATIC VALVE IN EACH DIRECTION. USE 1i" DIFFERENT COLOR WIRE THAN VALVE OR COMMON WIRE. h # 2. IRRIGATION TO RUN DURING NON-PLAK BUSINEWS HOUR& orfAk r10 - II ® I W i4• I 2"SLF.FVE ,1�., 1 w•ttTr Jf V ``. — E D t 1/ 1., } / 52 0 s S BUILDING wA1— ww�1 I•nl•.. r REEVE — �Ch» S E. Al G� // e ____._ _ __ _ ----- - r1 J •/r to r'2� OR'G rT 4` I 4,PF' I I � � - 1 t I � "' &4" � LANDSCAPE CONTRACTOR TC)VERIFY EXACT LOCATION OF t- Fst; 1RRIGAIION CONTROI.I.ER ATM GENERAL CONTRACTOR2'SLEEVE ° tri uw w r•■ r•1rt • / ^ L. 14.4 r••ua•d M• ro•wcn•N I It'PI WAR MT SIT• l•ri1N COMM , 80.47 (HELD R.3) ' N 89'54'29' W ttk the Vit Nl•T- _MLI.•O•f.C.11"1•/ NIS -SM N rRG w•tT Mlvrtll / ^_..� I'll- 100 PUI e"t 11-1 9 �• I I (2)4"SLFEY i..� `u z O ° _ — Illr — v,4•. l"SLEEVE _ 1-' �k• i p hA t� U. IY �4r r� >" O / �� JI{•e J14• I - LJOR cc INNIN - - — - J ® � 11 PVC 1 r--- � // a 1 �•-----(2)4"SCE.4C s><IKEVE,4 I U Lu w / A!1 15 loo • I I (2) 4"S[.I F.VES-- i .• - Z IRR VI t1R / 1 is nrwt_.—. / ' -- L=45.40 y C¢37.06 1 I - •A 11 1 omm IIIOIR1c[ / ��C8=N 2T58'I W 1 I Z r 11;oval. Ma[Rr►-- Cf ASM rleRltl MttM r� - \ ' L� - z 1• +_-J `;� �eR- 1 10.05 - _ - --- __ I 1'h' I1�t "'tet tlTrttn• �-�C_L.y rcanw s= - N b '54 29" W. t• _ _ YT/ NUNN R.a Rawa.- _ nr a.as.wr ter-.- _ . .. --- R� , ..�. " 89'� W 32 7 (326 34 03) - _ l ta CCj Illo � UJ LANDSCAPE,CONTRACTOR TO VERIFY LOCAITH PION OF BAC.C FL(i,Y DEVICEcc — t - -- ; INSTALLATION WGENERAL CONTRACTOR 0 0- w t 0c.) ' � •RR ratty rw s Ftl }.Nwe ue1TRt0•�RR. �~ N� [Al[[ MAAR[11 t � z 0 e A N e9'54'29- W 548-65 (548.60 RI) S.W. MCDOI�lALO ROAD -T - - -- --- - --- -- - ---- - — -- - -- _ �-_-y-- f- ems (R�) (COUNTY ROAD 430) ctt►� • . t auw Rrww r. ,3[ rwRr iw was'a'� —4lTWi N1t —t- rre «[Rrt �om an III MCI IUM VAR" DMwIM gAT ' --M1 Ml Ole ell [` --MptT Al 0211 MA R- WO L!1 MM i4I1Ti�iR »ti IIT Z®I� —`� - -- tes�aw-rte t Ntl - --- --T -- - -_ - -z._. ._ .� _ .WB NO. Di7� trla � — •OTTaaMWWPrr __. —._—_ -% -- —_ -- R � DATE .3.1�7EM ,w»Ake'. ql /. ra. @proM - _-- --_-- _ _ _ _ .— _. _ --- _ _ - _ _ _ _ — _ _ S.W. 105 TN AVENU REVISION: F S '- +iMw[► [ifrmni►u► •:ri:' ' - --- - - - MT , 1. POR TUGESE I R.IJP,E[,S('REEN-EAST PROPERTY LINE �— -- p. •; �,t FT. YRArRI. RYNI I 2. OREGON GRAPE-EAST PROPERTY LINE 6-23-2006 OL tw r• . Lamed nrR—I A�fwua rR�ru I y':rl. • ,f •' �' S t 3. ENTRY BEDS Al)JiJSTED 11-3-2006 I t fir �•?11�~�i��l~1 fr 4. RESPOND TO CITY REVIEW N(YiES 11••27-2006 "DOW" ` Mew" L 2 1n�ollra � IN t �" SEE SITE DEVELOPMENT REVIEW bG•4LE t' • W-m' SDR 2006-00002 ! o G: Cak h\Tgerd�f;F+R}t1S165_U_LsdR[ap1!I'IRn del 18/11/2006 1270,46 PM,PI tm i 401 Y . •' •�,. s: �k I.,}.`'e� t ... a, ... Mimi � $JA �'12LLo .. •,; ,}�':.,,...p •w... +••I•+.r+-...•w+..•...e.«,.,w. ....»-. <.... .<w..,.-•av-. ..,.--.•._ .,...-__, _.... ....,... ...-... .-,.._-........-._......«,-.+•.•._.._. .«.«s.._,.+r•.Y...w...•.+Iw-.w. +nnll.�"'.ws'RM•''r . t � 7 f I L f Illi !II III I I 1 1 I I ill/III/III I Illi I 1 I I'.'ii I /III 1111 till IH111111 II;I litl /III III Iflyi I III iII111111111111111111111 I II /III cm ' i ( l. + I I 111 � 1 � 1 , 1 1 1 1 I I � . 1. 10 II 1 IB I; IQ 1 1'tb IB O I 1tQ J23 i14 6 $7 Zd O A' •L_•_. iQelRl wi p d • yyb . W1 . '. ,I I cl 4,401, t } f s, q 'r tr�4:h'• • � �'f • 1w'F nif`�''' �1 , 2�Y �6+vtw'�Rat�F,C��; _. �dyy(�.vi'�' • I 4& nu+r,•u.rr:Y.Wu.w.+...u:.++»w..a.._..—..._w..,ww.ar.r.....Y'Ny'w+.....e:.-.....,.o...n.... .M '.5.wL�.��• . - wiGlefa-1Ci•IYi...aw.r+.....i.WI.�'WiYUYt'+LL.11«.�...a'�.�.i.a,Yr.f�.va.:,,..:...-.........�:........ ...,_.-...w..,...4..+.a.�wL•w..w� - ...___.........,.. ,........,u,......�,_,,,—._....-•. ._._�._._ .e...;e:an.Iit+tiiYYilYi,w�il'1;. . . .—. S9. * x Y •.. �.y—c1 C y/ • :• •' • :• SiwWOR ELECTRIC ,Stewo►PROTECTNE SYS-tms Sfi•Ka CONTROLS S :1, tlNin LIGHTING SER✓ICES • ••• ea._-tcuil ELECTRIC Advanced Entry Systems Sf*-kl VLACE&DATA Awdl ELECT kN-'✓ANCUi,1/EF s;d• tt�- ITE LIGHTING NOTA �o i 1T, TAX LOT 600 5,9' tR 0, 1 EXTERK�R LIGHTING TO E3E SWITCHED W1 TRACKER CONTROL SYSTEM TIGARD GRAWGE HALL. `� a) O S R9•z Hr�u "-s AND TIYECLOCK (t�N d�toil tMt. El). L aa. i t3Y•2.'tr E. 020 T— _—_ "IM 40 O EXISTING STREET UGHT'S TO REMAIN. NELSEN'S COMPLETE AUTO CARE —� r O 3 SEE SHEET E1.1 FOR CANOPY UGKnW wo � AND TIRE CENTER BUILDING 13880 SrW PACIFIC HIGHWAYI I �4"C. FOR TELEPHONE.P lNL OT f SINGLE STORY CU11CRETE FINISHED-FLOOR ELEVATION =273.00 131.40 N tQ Q Taw o Q,V c: _ W�N -- - � � 3 - lt UM Tia GA►ALOi.Jt861 16 MAKF[i1tI 1'11 u N TWMr00Y>a —-- a0(►N NH WALL PACK -v 'ELCDOWK [ ti27t,1>LHCXiZONTAL P Nt 17ryy MH WALL PA J( 43. — / C I 1 ILt10ti i N2 100Yr W WALL PACK w FlJ L SIB(J —1 6TZ�li►4Yt37TlfJ11 BA. -p j• I — PC fl�T7MK1fJR70NTAl 101N1 MH WAIT P THMr 1000W BETA tNLpE TYPE N RXTLW 19 2 t91 ST37WKMOWAL M,TXwrwcN,D It7lE 30X I 130 Vr U OU NlJ r00VVMETAL HALJDEwnYPE-W- �p tA0 �.MSHDWONTAL DISTFUUT10A «10W METAL HAL93E Z f-YPE-V RT37M4Yt ICAL BASE LP D5T'fiMUITON TAX LOT 1201 C' • 13900 S.W. PACIFIC HIGHWAY I — T 11 I 114 _ I Tli/ 11 s -* I � J — I I Tt< i I < I Q o m = S2o _ (3 • I - uj J w U W TAX LOT 12110 � W Q O1al.6 O o CHEVRON GAS STATION J 2 0 No ac I � p 1 E I RMT LAN[ 1{!><T rel QlGw SIGN CM • --------� --- �— --— --- _ _ / O //�� LAW SL p z1.1, ORMv�r 1 MT- IN(3 PLAN 1'=z0•-oR COPVRK3HT PROTECTED T•,E M-,0+fs of,N,• o,cIAR1NT Atl,4K`.•7RTAR1• LILA t' "OCR ft""oDLIC•1d1 PERNRON or f� y� 1, s t i�^+ =r0•ER EtECTNC ol401�. a 4 S �WALWX.OR n t►,RacTL.►RasRca �,1 R�yts Z 4S NOTED 11122MO PR0JEc C HRSIDDW f).LI30SKI u FAIMIMI Cp 3tti6s f ,1 owl PLOT DATE:wit �. .II ANI 111. t!II III 11 ILII 111'ai 1�1i I�III�II 1111 III 1 If 11111 Ii II f IU{{li!�IIII 11111!111 1111'!1!1 1!;1! IIID{ l Hil I��IN i w ^�•~ - I !1 LIN N I NII ilf AIH NII HII fill 1!11 III IIlI ILII 141 1111 111 ILII 1111 ILII II11 1111 II 1 N! {II ILII ILII 114 M �e 1 tL I t18 I II I I I I I 1! I LY�a� I I 7 11 r �( >)fit �9 �4 � �e M7 � ft0 30 •ax.ler(�Y�'w,1�' F( fa' r } g ' 'i:. 1' •wY.. .� ..,: �� .,- Y�ysY't 4irw b.. i ..,�� -+, !"...; 4.,:i� ,ry., r � F -. -- x.l.:_._........i.�...:.:,.�a....-,�. .. -_...�,ana:ii. �Y,�iF:Jio'tJ•.�u&,w.lx(r..�1Aa�'Gw,sL.Y]bw1..w,w.:v,.,a'.:.•.�:.e-;A....tyu�.,,s.i;x.::ud..:l:.1$.e"a„1.ei..�,rl5.s.�.y,,:�,;:-. a'..a_,,:.�,te..l.-•:,:.:u4+Lr ..,.:V.he.. .., -. � . - ..... .. . ..: : • Y 1 f( .»...... _. _-a ......m...u,.:.. .........,....aa..w.ar.,r..rw•.ws.w-_ ...sw. wrrs__ -"+'r.r:pw.auw.'rima',Yiil�tliK:OYYiii'`'iva -rag:. l., •: •• • ••: ••• • ••w N ~• O . AMU N • •' •• ri r�i �+o V2v; • • • • •• , I llmti 1 1 2°-a• � � 1� Will TOP Ca M a r'Iolt� T>IAN -r' t/4 ' --`" - v C<XALO x 4;'-o• CL z mm ON'mm P'LOOI�(C3xem Pty OR UAE I/2'♦ T1411MADW OW x 2'-W IN _ T" P'A"SL TG ALMS •?LCK�t LMLOOP Nb�tf CAz ILI!•JN lTEJEI. s AT OM MOM LOCATIONS, $TINE W/V p j-! • 10' t�. ^. • $LAD0ftAAr iE AYt►41' M44" 9LDQ► T ALL !TL PA,�L GOWN ua I � 5 � TILT-UP lJl''PANEL 'Jw..L IiLAls EL...E TMJ M�M,JE POOL � � z 01TUHNOIJS NAlllft Paoupwa - - - 3/4' PIASK It W1(4) PITO-CrA&T 000 c, WYCND- - I'-O' , I z PON "NT. Oft TO COLD C.CHTIWL 3r4 Q411L1JIfD A. TILT-uF•PAUL WALL JONT,E�PT 1x ALAD Irl w Tl+m 14f,.GKADS,PER PLAN - C0W- &LAD • I ZW. •TILT-SIP C:OliiO. Paget u,Ai.L Q elLDtA MT AS SWMN PWt p ;I i JortT - POW PLAN �•. . � AN01..E 4' x ,'x 3•'f' 1•'EI!P1.41 ll�f•I'.MR!!F#°�T�!I i'- T,lL GOLJ1't{PER PLAN , 1 � x I2' W/!_)111 x I'-`'(Mygl A/4' CLOS60&DACE TO W �'�`I�ISOOI° M N _ LOC:ATE • tJ MNOIti EA NI lw LLL NON-64040 IND 4 AT 6 on OWIt rmn I r _. CM R.4/AN6 1 itEINN. ri � •• i pwtV GQ '. TOP � tBOTTGM PM ---�.•_._----� 1 -RLJ. 1I�OIM d��►bO St tW !I � Is' i SA20%."L IV C0PVACTM : !J4' NODI-�Ml��,dit:)JT AT RL 0 tA1D1<,POR MAN IIRLD a 3n' 2' x I I COAG ALAR a WIN!". PER PLAN a � CONTRACT011 OMYION. -- ♦-•— COf ACTED ftAC,1CF4LL Al !A RADIUS !U'011RA ! LLJ •• 4. _ %10 ' SIDE OF WALL - USE GIRANULAdt f1L.LI W I f T EXT 'vlRT. II�M�. IA s ` V4 ` • — lAilD MAkORALQ < ' ANM P* ELb • V-41' O. CMAX ELjVA?iQ� P� (MIK TWM "t% PR POOL)A00 ANrT•ANEL • r-o o.c MAX QA0lT WTNN 24 WOURS Or ETTM H ANEL W/ A !t*r Qlaout, w IJSI� _ (�! •Q T+ •' 1 4/IGIJT UTNN 24 WINI S OF '' , 1. _` _ • ',�' . AETTMfi PANEL - P1t7vil POIr'1 ♦ • ' i �• a 'a, .• A R.IJID QAOLJT,Iglp•,IIDE IEtY,I'OI�'L - - U X u TO CONT%OL QAt7llT • • i ;; • �; • f f• « J r •.• j OR O'T1 M MEAN! TO CCNTAJN QR01lT. .� �" ♦ 'OO?MOi Al2R 4 NEM. d . • u ! •+` •,. -OAllit t i' x 12' x 3/r` • 4' L7 ' • '! ?v.'.•• : r 4�. ••.�• • • i •.. _.__ i' ,.• W/(2)314'• r O' NEAT: W STO,D L(1! PILLET • • 4- T +• •.. • .•.: : . %!.r.'•.• l j. •. r: • t- \ W11LD ALL Il01JND • • • •• • ;+' - • SAM TOP a 00'iTtJH CONTW011! ��-� • '• a a. 1 _ . . !�.•!.•• •• , a• � h) • y TOP / BOTTOM .• �`. .I .. •� �• -- 11�ANOIW , FTa lid'. V A(wFm a TLT•LP PAM& Pet Scww. UIDX fx �e � 2'-I'2'-r uDx iQ � T• T I � RIM R?' 2 1 T R 1 O� I�14 POOT I °I T14 I ,� � 1 T P�®0Tl1�C �U.4LL/ OI�R JOIN •� T. KOT1 Q �� •••4l•E: (' • I'-f�' FND002, 01/1s/97, dr21 El1C:A>1 Ec I' • I'-m' FND001, 03/05/96 t lava A2.� &CALE. I' • I`-Q0' FNDOW.9, 9/18:01, _ &--ALE.- 1' • I' m' Fnd089.dwg, 1.9.06 GJ� �� TILT-Ir COW- PANEI. arrew AaYLi JOMT - ORS --- V*OxY DCUNL6 + 24' O- C. W, EGON ICaLL�1LK F'!R CC* OR WALL- Clow- GLAD 'n I"PL•4N -- DlJD PINW. OLIO PAiI•Elt Olt _- ALAI! a PON". PER .1E„T•aIr FWA&' wro Ta PELT OTi !m OF PLAN (SPEAK T'rP.AL40 NEW, PNR 3/A22) OF 0 ALAS.Ja1NT' • JC�1T D0�l.11�Mi'KII ,'•• •.•.•I ,• i,f o PTGr. x Ia ,�' •• ' ! K� � ' ' • L'1ELal M-AO g IF--RADIUS &AgdIIAC)E Y !n z . . . � �'---- *ILL PIPE U'OL.LAI!D IldTW CCNG. MO PKXM CIN TOP A8 6W UN • '-'-_- -- � CGN'T. SOP 4 OOT. � '' '• '• '•.. •tQOpff• • • ja 2 4�. • • 4 • 0. w �~ I-p (OIJE SID'A OMANT L N6 ___ - L Fl log,L i a MTN. 2'-4• 04 x Tv • 24' O.C. NM MAN fOR LOCATICN! P' • • • ♦ I-� I. F b %SAIDT 1' PIP'S aa._J.ARD,Ptttic PLAN - G� � I 8 ( I ti, DRILL rLCk7R ALAR AND ART • I►2'1 SC�4LE: I' • I'-m' FND090D, 5/16/01, A MTO i•MOLE,c.IrC7UT ALL AIAo,lrL� U ■E `� . ♦ ♦ • • ♦ G • • �' 2 s I' r ' ' - , i SIO 111100t) - PANT AAFL•T1 YELLZW him •_ < SCA,E I -Q'� GDW-117A, 9/1,/01 W� • • • e s IMiyIJ! &MA►CE, PER PLANuA • 4 4F • .•+ i. � �. n �--P. O.OPN6 V F • 6'- -A` �I !�� !1 O!! "Irma _ w . 1.Nt Ili TiLT.(1•PANS f � At OR DOOR.LCtGAT14ds,ILUPt I' !ra Za- tTN Ulp � p OYOC SLAB EE 1O MlB PCNIVE TILT-UP C X*r- PANEL t'-r' �� LEVUJN =� - DKANAe3K A UAY Ill H OLDGL i WALL,PER PLAN PIPs . L.00ATk" - COOppe"J1!< �_ TRAMC DOOMS LOCATWN oP DOLLAR YW EYCT.PK QRA V at CONT.TOP a DOTTom I II "ff EDGE A%*mo ' J 6L1�'AQ PER PLAN- I —�• x 4►' x r.r t YY(2► Wr aJ'iR � Z mw I'llm I T L Aw tt x 2'-fa' I i V x 1'-41• AIM ■Irw • 0'O.C V SCALE= I' • I'-m' FND066, 1VNI/97, - �� 0 I�I O ARD TAI � ''r' • I •• . Pf'MA4�4RA, T-"_ I�Z E: ! • I'-ta' mw-073, 4/6/99, W • .' • as QRADMQ PLAN / 14' � CC Lu Lu PANeL COKMleCT10,1 RAc'nJ!ALOQRADL� e11Yaw.l�7i11 -�� j UL D Lu ! .• _,A�'.t v 'If�• •• •+� •• �ADDL 1O. `�ATIQ� I },-,� f _..••..., r-_, Lou um '` �,. . •.. ►� +::• •• _----AR T•t7Mtt • _ -L 4' x 3' x "Le 1'-O' 1W(2) • 011E x 1'••`• I'- .' •: T+TQ.!� a IfaOhf. I..:' .• Al" SAM • 0' O. GA - ` �. rui _ � �n �.rt. ''F5l, :: . a It�l1�r- I 1 '• ''• = •fir•. (2! • e'I lTD. � I � '� I ST"On CCUM \� AK DEP'T1d PEI!OC+'.'IC LsV/LER MPP' L 3'x 3' x 1/4' W L/2'♦ - .. � t r L?' I ' Z 4, x 4' AI'IC►•IO'.i • 24'O,C. !�_ -ALE,: I' • I'-m' rNtC89D.Di�G F A//. [�llILLED(A,OL _ EAORMT.NlL .!2eQ�NRGTl0NT I ' a— TO ' *LAS a I IKMP Pepe PLA14 `Je,+NTs A!SOON = SCALE= Is • 1'-0, A! 1 7A/e ( 1hlJ wT1•Iaur IIPALJ.MlQ Z f fi •,., j GOPIC(WT1iN 4* MrIJ 10 "�l , .0 AAW JONI S ON A --- r• ST,AMERED PAr?WI 1 IF FVLN WCAMDO > . :,. ( >—At• r'O EA.IwY, *TOP IsMr.ANo,eT 1*" TOCUO EDctrt v�IeT!r-i' M'TI� Q JOfrIT - Mai + EA WACAP W.00 3/4' >w 141 CONT.►tEv ,,� ` r..+ _ • ' �R«1p11Js lltolM�ADE •,• MAX i'O � • V4 111..AM 0110 ,4 KXM K' IN 09 MI K !1L 1'!R OOLIMr M' GbtdC.OL.AE+sl•i �. a °= TtOr ®OTTA'1 314" Cj+Ai"AWR � �� 14,' ODWAYALL All01JN"� aas� Z --•� :. J1I4'x 11/!' COW.017"'r ..-'t"r- .""'..r V4,N/tootlo -3 Lu >r 4'ANC110Ii•74'O,C.- r • •.. ,ir p. i ts/Vlt�lT 4 � ION -CMJ IWLL Pel PLAN - �, . � -.°3 TIM x � , • .ew � 0 • , • - - _. 2. O.C:TOP ISALA M is Q 'TATE CAM TO NVALL 1/2'40 x M,' Sploc w � O' O.a u� 0 � d - -- —f9)- V TO • 3Q' OaC, r1/APS AlOt >- -� IMDIUP MaiQAsYaE .�llT.DOS4!TO Et ANN QIrAStE3 *, �� '• :lf.� y po .a ? 44 001104.6 + 2.4'Oa - SXMV P MSD,61014D N'#(?D1M STOP ALQM 9151'. C;) - al1 MOVIE AT 'TOP 1 _ 7 r 4 ERGO *M PITMA .TONT } ,W') 'A, 1, 4 0/ /14111 IL PM Dt�PO) R'�(3 M!1 W 9"Oprr CP ALAIe DI1'•At ~ f�1R • . 311" (� APPM 4 AM \ 11!14' x 1 112' CCW Y WALL YW. �� Raw -DOUL TAL�T� +' /"''GOPLC 01R - TSP- 1"�!ISN@ N R+IC34�L tM/M ��•,� • • �, • •l/� Op MOOIC �•f f ® n• ' •" .• �t DETAIL PPJR T r.now POW,PIE!PNiI • tt>I�l�tT � • � ,.N• 1.•• '.. _ •4 !' �_:'�_' ■•EVATiAM �, � ,• ,• :� � •'; 111.E LAt•AR Sw 11= JOlIT ' 1♦ • 41LAS D&PIN - ' • 1 • C1RK.L/D A - •. may_ . -I`/?- �R �W 1/4.,1Sµ' OyEAI�MyII /RIR ...__._ .'..• ANN •-,•- t . ..,. . r.• ,.� '' !' • ..: •••..` • , Icti'I�` •!•i l' •- r• ''•. AS� TIO Lttf, lh�.•N. AIST!!f :, ', .- .. ._�.+.»� . I ,•',• TA!OOMT.NQOTM4 MR . •..._.._ !y w ' '. ,•.. . ' - .. •` 't (2) - 04 COW.1' ctrl .1111! a 1iNIIA 1 e..X1.08 - : c ,�:.M`•4 �I�f l STOP POW.0IIC)1!T �M • ' �i' " �• � � . •' • L MAX"Alo T JOW APACSIM if$WOW - ! Tt4)R K!1lCATkIN PLAAL .{ y t OA4TRreC110IR P01Ais 0'0!#1'/mu.C'171R"Mt maw JOMTts �-� PO!*CNN=" t N , M!QOL.D JtOMK fGJ 7 Ml1? 04"An a"Ji01Nm(C vA2w2 PIT 21UILt T T T �•� ENTRY ?EY COLUMN �i14 VrL. :' sc,4,�t r • r-r Fes. 1. ATL -- • '1 SCALE: I' • I'-V GDW-096, 10/21/99 A2.2/ SCALE= I• • I'-t�' FrWM3d, a11A6 lfGFe1LE: 1•• I'-D° 05163_A_DT03, 1ob,o� 7 rr,• t� - l 7 .: ... •1�1�M�Q�lSl•�IIIII�W�MIIMIR'I�f1Nl�Olf�p », WIVJ= 1t V40 •;"� a IVk1M11iIt1saM�traenatn,lea►iM1[ r..,,,.•,,....o. ice,,,, .,...,.. .. ___ I•.. 1111 1111 till 411(:011111 1011 I!I �II11 161 111!1,11 llll ;111 1111 MICA Illi I11t NI iii, 1' 1;1 0111111 "� •'wraonra �` ""` "' I I J, 1 J 11 I 1 111 li!1 Il 1 �Uii 1 lii t I IN 11 1'tl,1UIIIIN UI!1 N'Ihf1141t 11t11ill d111H1 1 1!1 li 401100 111111141 1! 00111 IN11111i' _. - „ II `` `` I IIii ` i i 1 +b 1 b i Ib ,j, 1 �a ,�� " I� ,`e! ,�a �ss > 4 2b a 9,730X ado , 1OMlr�a 4 `y' r