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7650 SW BEVELAND ROAD-7 i I ,.I �r� rssErrErrE � r � s i i � i � o it � 1 CX)RFKM BEV LAND ardl OreRon sunj)m PFJtMff fff !'�O AUGU3T�X040 'T ISOJ CT DATA: VICINITY MAP: A 10L�`'�'°� m - Lr��' rIBA �OIBLTDFSlQ!!"!� AIIr�Mrya�nee�eYt•+�ircl�iiF�w�lb�k!I�s;� C �j, Iir�tisFil�aMYrinrs/1 .iclNtisi�■�/yIIr�211 rrterk.tlrseA*-law Allowpop yirarMlHfiwma1`IrHIIB ' m covm VMS SW CANMI&Aad.saw to .I�Irerrr ri�r�leE�a qTM L(FL'A71llN XlM3'r'4wdrdfyleal NOiiiNIn I cFf,�wl covm smmy Faoc 5013-S�0�9r0(i A IEOK1®Il94ri 11 ,ft "; �1�C1' C'i: M* �r> C40sl/I t!I C' MAINNG MAX w0[ �T: P1arcm.N<�i� 2514H Ib.7L Mff PW An�•'�RAtY: .R1T�AdEACo1 '� AARilRF��CiOJl, j rc MJILDfW USE lAlri1ar>I�I(ABesMurW� t a` �(l� VIA �zaN.rfl� 1 fly Tt�r Aal�canrr P[1�Ur ST'E`,i� SWO M OSAX S 565-233404 Cf)IV7)1'r1ONAt•USE �Itfl�ypllfsl/ � �� 31s`r73ACK5 �� Ya4 A �'-�sMitE SACT: U" s* YaH r L we�.nl�llfr.+ilr ws NANW.AIIt 0"WtV" Clapp, �.d'� Cnrafii;t ulna mt Tic lro�.�os re r�nr r bow > .JIG A Mr,SU '�/CA PlE �� car--1 7pANc-Y cr,,,r s T/!•.S -�f190 ea�n.olrFc; ARCA rlr.ry-d�2�0►at �� AL t1 PLOW ILJIM-FKST ACI PEOM RLAM-W.)(00 M-MWARLE AREA Smoc AirwMc Am -r A1W rl:. AVU MWFLAN - TWO& ArmcftAo=ly arlr - SAAMYa,lt. Td.343•'44'3•-3900 r�r r saw s asllllu.,:. ?U ,QIOr!'- HAM R AX& RLJ N `► '. : I'_ :." °�'_a Fs.iti3�43-37�► �i�w�_ aNw.,c mil �'1 MMU _ _ 2" ,�.urvAwA IIFI('.igi' rit.ialor�� ' ,. ,� , `. -'.c*''s�.G ccJ� A&Z VPJXL ,�( ,yam ENERGY CODE COMPLLANM DATA- MV KWAM 7S :►�'tL'ir, :' • ..1GTLt1 C.�r�ycr 1 ,Siriit•i 4�rti+T� swr l�, imobwell a Fr... SudPLIFIED sm Sw �� Ewwwwaa: OIr�IFluwr �.nlf Ilo�s ' l�d 1 r.._TL;I•r.�. 1)::�caner _r-:fnp � woierw�l LOAD BASELINE DESIGN TeL 50-291-"M FOL 5103-2"A 13 � r91 ilm ow,saw c� qn.0 >465.8 (Pan) 1-1 SUL �l1f'�ACT: �•�: IQIII:bwr MR �t . a. >crass (Pau) .�!�'l f 119[.�tlla�fL.lO�iAt..t �: •. , _ .r r;. .�,,:�,g � FLAXEMAWMIMMAwwom: MR RAMS FKAUM FLAX - I•� Almemo EaldwlA 9itain: 631194ow w VAr-OW NOWPI T: �� .fir■i0c NOW RAX1 PWdK Wed.W&OM499kper: � '��. � •-' 'I".' "�:,Ar•Ct��J.•iiL.•. - �Al �.�,� C •a} :•i..t� :<•':1 ^ '!rrr;Fah 5400444 VIII 4 i10AWANa/lf l dj Cd*-PMsA OWAl" t ' :a,<. '. rs sew�_�gswl• U11911wDfodw1IM111CAwk-lly►lE&IIw a (^ ',f; Cr:3i:-i1.rxcz%- can WN FtAllnp UwA=n ft*Cd*-lWI6ttiAllw ;'�� :M*ok?•�i:r!►�:��=tr UwAft=Rc Cnlir-0W Ed*w 1' � ,,r..r FnSn.YCt10f1: ��'rirr �a CITY OF TIGARDts .... ... .......................... ��ow wo*as dYiMdMAI in. ® �10� � Sm ... ................... ASAIMM dip WIDTH \ -Fwm J � 20 MIN DOUR / I IPAU WMC&C 4*0 110 -� > A ' Mp EgRESB FA fN '�'.ft Siiti-fs.iir3fi��.i�i� .��.r.�'i�►` ter►�� r-ter > , r)u yR% / / w ^ I l .� �, sass� III a .�-. rw'�r -r t<� �►w s y ! ♦ ��` / an WN DOOR �r Y • \\ _ULLLJ L_ IN 'OZ Lom idiom S�w7 SECOND FLOOR EGRESS DIAGRAM r , min 9Q r-mW6WWn .. •••••0 �wers0rras AO• son" • 1 HR RATED WALLS `• � .. EGRESS PATH V '' x�'�`�,....-.�'+' - ft-fw, ��'. ''�MMI�MMM►..,� � In I rrr�Frrrrrr rrrrFr�lrr�ru� '� , . = iiiin�iiiifi� �!!!!!!i!,! 'I cl 3 o - ._..•_._...__._....•.. _._._. _ _. _ - ._._... _..__._._...��..�._,�.......� � •". .. c .,a,�. .... .... M -• ..J _.� Ill�l�rll�l��IIlIN1111111111� �' i ' "" +».w,rw..,..+tri..wa�.r�v..w.�w...++.��.�r+•.� tiir,. - "!' .P 1 X 0 r I I cyYYs� I r , h C LL GENVIIAL N0TZ8 , 1. ALL WORK f410 MATERIAL SHALL CONFORM TO THE REQU'REuENTS OF 1;`iE CITY OF TIGARD, OR PUBLIC IMPROVEMENT DESIGN STANDARDS, 1898. AS i ' ` I APPLICABLE AND USA DESIGN AND CONSTRUCTION STANVARDS, I 2. TAE CITY`' STANDARD SPECIFICA110. FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL. IIEVICA-S FOR STREETS AND HIGHWAYS'. U.S. DEPT. OF TRANSPORTATION, F.N.A., 1988 ED. 3. TRAFFIC CONTROL SHALL BE PROVIDED FJR BY THE CONTRACTOR IH ACCORDANCE NTH THE CITYS STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE VNTH ` SW HERMOSO WAY A CITY (JOB SPECIFIC) APPROVED TRAFFIC LONTROL PLAN. A COPY OI IHE APPROVED TRAFFIC CONTROL PLAN SHALL BL' AVAILABLE AT THE WOR', ATEA. I 4. TFIE CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND LICENSES BEF,>RF STARTING CONSTRUCTION. I; 5. EXISTINC UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY; ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. THE CONTRACTOR SHALL VERIFY A&L 1)TILITY LOCATIONS PRIOR TO CONSTRUCTION AND SHALL ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH PROPOSED CONSTaUCTI NJ. 6. THE ENGINEER HAS BEEN RETAINED TO PROVIDE DESIGN AND CONSTRUCTION RENEW SERVICES RELATING TO THE CONTRACT. sff _Sw BEVELAND ST w BE%CLAND I I / 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AND CITY INSPECTOR 2A HOURS BEFORE STARTING CONSTRUCTION OR RESUMING WORK AFTER '� ST I- 0 l 0 16➢I ;A ® I6.0� �A / SHUT DOWN, EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SUNDAY OR HOLIDAYS. A PRE CONSTRUCT10N MEETING WITH CITY DEVELOPMENT REVIEW , + - / ENGINEER IS NECESSARY. \y B. THE CONTRACTOR ShALL ASSIST THE PROJECT ENQNEER IN PREPARIVG AS-CONTRUCTED DRAWINGS. THE ENGINEER SHALL SUBMIT AS BUILT DRAWIN3S TO CITY /�% / WREN PROJECT IS COMPLETED. d 1 I Z 9. A. DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF EXISTING BUILDINGS; A TREE REMOVED PERMIT IS REQUIRED, ALSO. w A 2 STORY OFFICE 00� // i 0. THE VARIOUS "BOUNDARY$", WETLAND BUFFER, ETC., MUST BE FLAGCF.D (LATH WITH FLAGGING) BEFORE & DURING CONSTRUCTION, BY CFTC PROJECT ENGINEER. vl FF-169.0 ✓ / // / 1. ALL WORK WITHIN ODOT R/W SHALL CONFORM TO ODOT APPROVED PERMIT, CURRENT 1996 STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION AIVD MATERIAL AND 1998 SUPPLEMENTAL STANDARD SPEC;FICATION FOR HIGHWAY CONSTRUCTION. /loe / � / I / EXCAVATION Ac GRADDWIG (SEE SHEE1 C--3 FOR ON SITE GRADING NOTES) VICINI7'�'_ P 1. THE CONTRACTOR SHALT- DETER14INE THE TYPE OF EOUIPMENT AND METHOD TO USE TO ACHIEVE REQUIRED COMPACTION. THE CONTRACTOR SHALL. ARRANGE N.T.S. n (J (� FOR A GEOTECHNICAL ENGINEER TO LEST AND CERTIFY SOIL COMPACTION. CITY AND THE ENGINEER SHALL RECEIVE ALL GEOTECHNICAL I ( I I !� U I i I : i U ' I U ////// ' // INSPEC71ON AND TEST RESULTS. L-L / 2. PIPE BEDDING SHALL CONFORM TO THE GRANULAR E`t DDING AND EIACKF ILL REQUIREMEP.TS OF CITY A5 APPLICABLE. BEDDING SHALL BE 3/4'-0" LOf n / CRUSHED ROCK, EXCEPT WHERE NATIVE MATERIAL MAY BE USED. G�a T" F / 3. TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL LIE CLEAN. WELL-GRADED 3/4'-G" CPUSHED ROCK COMPACTED TO 95X AASHTO T-99. f / A TRIANGULAR. PARCEL THAT BORDER'S HIGHWAY 217 • � 4. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ADJOINING PROPERTY FROM EXCAVATION AND fIL'. ACTIVITIES AND FROM SEDIMENTATION DUE TO RUNOFF, /' THIS MAY BE ACCOMPLISHED BY THE INSTALLATION OF APPROPRIATE DRAINAGE DITCHES NEAR THE PROPERTY 3OUNDARIES AND BY KEEPING GRADING AND THE WESTERLY TERMINUS END OF SW BEVELAND STREET ACTIVITIES AT LEAST 2 FEET AWAY FROM PROPERTY BOUNDARIES, AS REQUIRED BY THE UBC CHAPTER 70. ?,• +';�� // 5. THE DEVELOPER SHALL INSTALL STREET LIG`ITS AS SHOWN ON PLAN. CH MARK WASHINGTON COUNTY SURVEY CONTROL BENCH MARK # 378 BRASS DISC SET IN CONCRETE CURB ON THE SOUTHWEST i / // / TtOADS CORNER OF A CONCRETE BRIDGE, IN THE ROADSIDE CURBING, / 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY ::MALL BE REMOVED TO THE DEPTH REQUIRED TO PROV1Gc. FIRM FOUNDATION AND SHAL', BE THOROU3HLY ON 72 AVENUE OVER THE TIGARD FREEWAY (STATE HIGHWAY COMPACTED TO A RELATIVE DENSITY OF 95% OF T-99. 4" ROCK' IS THE MAXIMUM ALLOWABLE SIX,'£. NO 217). // ' 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN CONDITIONS ►.�AY REQUIRE THAT GEOTEXTILE BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE ELEVATION = 255.397' / / CONTRACTOR IS TO CONSULT WITH THE ENGINEER AND WORK TO THE WRITTEN RECUIAMENDATIONS OF THE ENGINEER. 3. THF CONTRACTOR SHALL NOTIFY CITY INSPECTOR FOR INSPECTIONS: ('i) WHEN THE SUBGRADE IS COMPLETE, (2) 24 HOURS PRIOR TO PLACEMENT I / / )k 0` ROCK BASE MATERIAL AND (3) 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF 171E WORK. TEMPORARY BENCH MARK: I" - 50' 4. ME ROA9WA1' MUST BE PROOF-ROLLED UNDER INSPECTION OF THE ENGINEER AND CITY INSPECTOR WHEN THE SUBGRADE IS COMPLETE AND WHEN THE A 5/8" IRON PIPE WITH YELLOW CAP RIGHT AT THE NORTH- '/ TOP ROCK •a NSTALLED PRIOR TO PAVING EAST PROPERTY CORNER 5. THE ASPHALT CONCRETE PAVEMENT SHALL BE PROVIDED FROM A MIX FORMULA AS SPECIFIED EIY O.S.H.D. SPECIFICATION SECTION 403.11 FOR CLASS "B", ELEVATION = 155.94' OR "C' .4SPHALT k\S SPECIFIED. THE CONTRACTOR IS TO PROVIDE THE ENGINEER MATH CERTIFICATE OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT UNLESS OTHERWISE INDICATED. DEVELAND OFFICE BUILDING FNM TRAMMELL CROW COMPANY 1�ATER strnpLY 862; SW CASCADE AVE. EXISTING CATCH BASIN ik STORM SEWER 1. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY WITH TUALATIN VALLEY WATER DISTRICT SPE(AFICATIONS, THE OREGON STATE HEALTH DIVISION BEAVERTON, OR 97008 ADMINISTRATIVE RULES CHAPTER 333, THE AWWrA AND THE 1988 APWA STANDARDS, IN THAT ORDER. INDEX +�1�' DRA WINGSPROPOSED CATCH BASIN k STORM SEWER PHONE: (803) s44--9400 � 2. ALL WATER LINE PIPE SHALL HAVE MINIMUM COVER OF 36 INCHES IU THE FINISH GRADE. ,� � PROPOSED CURB INLET do STORM SEWER xM1 - EXISTING WATER LINE 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT PIPE INTERIORS, FITTINGS, AND VALVES AGAINST CONTAMINATION. SHEE -T BRA WING TITS PROPOSED WATER UNE 4. FITTINGS AND PIPE SECTIONS THAT WILL NOT BE DISINFECTED BY CHLORINE IN LINE FOR HOURS SHALL HAVE THE INTERIORS SWABBED WITH A 5% PRCJE'CT' �v HYPOCHLORITE SOLU TION BEFORE THEY ARE INSTALLED. EXISTING WATER VALVE -� PROPOSED GATE VALVE S. CONCRETE THRUST BLOCKS ARE TO BE CONSTRUCTED AT TEES, BENDS, FIRE HYDRANTS. EILOWOFFS AND WHERE INDICATED ON THE PLANS & STANDARD BEVELAND OFFICE BUILDING DETAILS. THF MINIMUM BEARING SURFACE AGAINST UNDISTURBED SOIL IS SHOWN ON THE DETAIL SHEET. THRUST BLOCKS SHALL BE ALLOWED TO CURE 14 2 STORIES `�© L� -- -- -v- EXISTING RET)UCER DAYS BEFORE PIPELINE PRESSURE TESTING. C-1 1 CO VCFS. SHEET - 4 PROPOSED REDUCER 6. THE PIPELINE SHALL BE TESTED AT 150 PSI AT THE LOWEST POINT AND HELD AT THAT PRESSURE FOR 2 HOURS, THE TEST IS TO BE WITNESSED BY THE --- ---a PROPOSED BLOWOFF TUALATIN VALLEY WATER DISTRICT INSPECTOR AND THE ENGINEER. �f C-2 EROSION CONTROL PLAN PROPOSED SEWER LINE 7. THE PIPELINE IS TO BE THOROUGHLY DISINFECTED AND FLUSHED IN ACCORDANCE WITH T IE CURRENT TUALATIN VALLEY WATER DIaTRICT WATER SYSTEMS ./_. _��T STANDARDS. .L.�L>< -----x55 EXISTING SEWER LINE 8. PRIOR TO ENERGIZING THE WATER SYSTEM, A WATER SAMPLE SHALL BE TAKEN BY THE TUALATIN VALLEY WATER DISTRICT INSPECTOR, SUBMITTED TO AN TAX MAP 2S1018D C3 GRADING PLAN ^'-1 EXISTING MANHOLE & STORM SEWER ACCREDITED TESTING LAB, AND RETURNED TO THE TUALATIN VALLEY WATER DISTRICT INDICATING NO HAZARD EXISTS. PROPOSED MANHOLE h STORM SEWER TAX LOT 100 C-4 PRIVATE STORM DRAIN PLAN & PROFILE --- CLEANOUT CITY OF TIGARD -� WATER METER WASHINGTON COUNTY, OREGON �� CURVE NO. SANITARY 81!WM C-5 PRIVATE SANITARY, PRIVATE WATERLINE 1. ALL SANITARY SEWERS ARE TO BE 3034 PVC, SDR 35, OR C14-CLASS 3 NON-REINFORIXD CONCRETE PIPE, AS INDICATED ON ME PLANS, AND SHALL PLAIN/NG ---� THRUST BLOCK BE THOROUGHLY CLEAN TO PERFORMING ANY MANDRELLING, AIR TESTING, VACUUM TESTING, OR VIDEO RECORDING IN ACCORDANCE WIT14 CITY OF TICARD & LAND SURVE•)TNG & PUBLIC WATERLINE PLAN -# EXISTING FIRE HYDRANT U.S.A. STANDARD SPECIFICATIONS. ANY OTHER MATERIAL MUST BE APPROVED BY THE ENGINEER h CITY OF TIGARD PRIOR TO PLACING ON SITE, CON S'TRUCnON STAKING 2. ALL SANITARY SEWER LATERALS ARE TO BE 6" PVC WITH MINIMUM SLOPE OF 2.0% AND A DEPTH Or 4.0' A THE BUILDING. C/VIL ENGINEER/NG -� PROPOSED FIRE HYDRANT C-6 PUBLIC STREET & PUBLIC; STORM DRAIN UTILITY POLE STREET SIGN Inc .IMPROVEMENTS o ¢ STREET LIGHT m STORM DRAINAGE 3 C-7 USA & CITY OF TIGARD CONSTRUCTION DETAILS 'REVIATI S I. ALL STORM DRAIN MATERIALS SHALL BE AS NOTED 014 THE PLANS AND IN EASEMENTS SHALL BE GASKETED. AD AREA DRAIN LT. - LEFT 2. ALL STORM SEWERS SHALL BE THOROUGHLY CLEAN PRIOR TO PERFORMING ANY MANIDRELUNG OR VIDEO RECORDING OF WORK IN ACCORDANCE WITH CITY OF TIGARD & U.S.A. SPEC'. 8835 SW Canyon Ln. Suite 402 50:x) 291-9398 C-8 T.V.W.D. CONSTRUCTION DETAILS CB - CATCH BASIN MH - MANHOLE Portland, OR 97225 Fax) 291-1613 3. CONNECTION TO ODOT R/W SHALL BE ACCORDING TO ODOT CORRECT STANDARD. CO" - CITY OF HIILL!r"O 09 - OVERSIZE cc 4 - CENTERLINE e - PROPERTY 0 " EL.. - ELEVATION PUE PUBLIC, UTILITY EASEMENT xli •�, � EP � EDGE PAVEMENT ROW . RIGHT OF WAY �D m*�MV o '•?:1 1 r = rL - FLOW LINE RT. - RIGHT i I�A4 4111 NL: 17,•aa 4248 w FG - ,WISH GRADE SD - STCRM DRAIN IIxGil/ - GUTTER SS - SANITARY SEWER aIAMr/ma If - INVERT ELEVATION ST. - STREET olmE t11 !4/ i CA LF - UWAR FOOT STA. - STATION Ep C. or 8 TM sw LMvNInd•tr. Lwnooaao>w. 201 >• __--'....yn..n.►,..,., .•.+i:.,sa.ra.Fi•�.s:;s.f.MMX-H!�'NkR►:»PMiMM�INa• �!mk we fit:, -,.•. 11,',i19ra• • G ID w• � ! .. 111 IIW1ill Illlllillllliii II I I �- OX �� i . Illl.�lliilll IIIIIIIIIIlI II IUlillllllllll ti�llll�lllllll IIIIIII�IIIIII) I I I , tt Bill IIIIIIII IIIIIIIIIIIINI IIIIIIIIillllll IIIIIIIIIIIIIII IIIIIIIIII!IIII Illllllilllllll Illllllllllllil IIIIIIIIIiilili IIIIIIIIII ,_�, .. ,.,�_..,,..._._,,,,�,;,. .__ __. 11 r I 1 Indl 1 Rnhl I 111 I RNII11�i uab 1 luhl 1 Rul�IRdI Knddu Indiifi un6 1 nRlln L I KIK mlldFilnKd�nnh n A - •.�_--s -.."+w�-.r►wrar s��...+�-•..•--.. ...- ._ +w..w•.•.�+r.w.i,w_.w.a..•�1,..-..-w.�..-� µ.,•.,, .I ,,�_ .. ..,- .. ,. ::, �e7n P,.�nb.r - _ ... .. w ♦w+11�.w«..+•M..s .w.r►.... sNr....sM1..a...w+,wM.uMiuwY+. ..• _. Wiroi/Aq„ .•..�..•. .,,.LL,..., • �,•,.+�w..+•,:..a..w«•..eorrwa,�. ny,,.,.�....,,,........ .. "�l r ,n y . v! NOTES: • TFE E-,TC- FACUTIES SHALL BE INSPECTED GAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE r 00MACTOR -SWAU. WWA1LL AMD MAINTAIN EROSION/'EI7AMEh'YATION CONTMNrED FUNCTIONW(4 • 111E)E IIS EaPC)�D 9D13 SOILS NOT FUMY !.'1A1>iIRED F1i0M NOVEMBER 1 '�s'W m d W Ci �ot. WRING Comsin Fmm (AMY TIME OF THE YEAR) PUR THE THROUGH APiIE X TWE ET EATIEit 0MON CONVIIOL Musk WILL BE .0 raw.r eIr w 'QIO$IU+I f�fwEVENiKSN AND SEDINIfJII CUI11ROl PLANS TECHNICAL o THE ESC yACIUTIES ON INACTIVE SITES SHALL 13E INSPECTED AND IN ETFECi. SEE 3ECIIDN5 3.37 AAM 13.86 TECH ICAL GUIDANCE HAID600G, •�sr�•"��' er WDMNCE HAVDBGIOK' DATED F'EW4AItY 1994 ANI) UNTIED SEWERAGE MAINTANELi A MINIMUM OF ONCE A MONTH OR Wl74W THE 24 HOURS FOR pEQIJTIEFIIrs AGWWYS 1*910N ANO coNSTP4jC" STANDAi15Dra, RA10 99-44. CHAPTER 8 FOLLOWING A STORM EVENT. • ESC MEAStr>KS 194ALL K 104WED BY INE OEVELOPEi 11111HIEN 1EGETAiM IS •• MVR61VAN- OF TINS CROSION/SEDMRENTATION t;ONTROL (E-SC-) PLAN DOESa AT NO TIME 'MALL MORE THAN ONL FOOT OF SErNMENT OF ALLOWED TO FILLY ESTABUSHED Nor CONSTITUTE AN APPROVAL CIF PE!"tllNWENT KOAD OR DRAINAGE ACCUMULATE `iI`fIN A CATCH BASIN. ALL CATCH PASINS AND • NCffy CITY OF TICJWD itSPECT101 DEPMi1E1NT 24 H JM 110M TO ANY 01Gr1 (E C, SIZE AND LOCATION OF ROADS, PIPES. RESTRICTORS. CON1EYApa LIES SHALL BE CLEANED PRIOR TO PAVING. THE 1110 ON SITE M NAILS, RETENTION FACILITIES. UTILITIES. ETC,) CLEMING OPER776 SHALL NOT F'usii SEDIMENT LADEN WATER INTO •' THE � Z IMPEIAE tNTATKZ#t OF THESi E.3C PLANS AND THE OONSIRUCTION. THE DOWNSiREMI SYSWIii. NET WAiMM IEAS1IESr. RTS �s _. goo NIMrINBN TANCE, REFILACEMENT, AND U"AOIHG OF THESE ES-C- • STAMUZED CONSiIWTION ENTRANCES SHALL BE NSTAL�.ED AT THE • THE FgLLp�� SHALL BE I �yE AND INNER AFF 0FRIAZ: res w CID Las � FWaUTIES AFT. DIE KSPONS6UTY OF THE APPLJCANT/CONTRACTOR BEl7I1NG OF CON."RUCTKIN AND MAINTAINED FOR THE DURATION OF Zr NN STRAIN MULCH COYM (SEC. 1&7) i LWIX ALL CJDIs'tRUcTION IS COMPLEiED ANO APPROVED BY THE CITY THE PROJECT. ADDITIONAL MEASURES MAY BE REO' 'WED TO INSURF 81109ON BLANKLIS IM A0110A01100115aS (yam 13A)MISETATtON/LANOSCAPING IS ESTABL � g�'R JSIED. THE DEVELOPER THAT ALL PANED ARCAS ARE KEPT CLEAN FOR THE DURATION OF THE G-W Pi1C C01E1! (SEC 13A) � IM.U[ 0 C) MIALL BE RESPONST&E FOR t"AINTENAISCE AFTER THE PRC.ECT IS PROJECT. SEDlEl1T WRAP CO POW (SEC 1]101 A 0 CQ iC APPROVED UNTiL THE LOTS ARE SOLD. 1 pr • THE CONTRACTOR SHALL SEED ALL DIS'NRBED GROUND AT COIJPIFTK)N •• IW tIflX5gt1ARIE5 OF TFtE CLlAFIIIG LIMITS SHOWN M THIS PLAN SHALL GRADING. ('SEE HANDBOOK FOR SEED AND FERTILIZER MIX AND SEE 1005110111CO VIGIL. !'INK 'E(�SWAL GUMANCE NAID1100tr PREPANED BY EE` CLEMXY FI.AUGiED W THE HELD PRIOR TO CONSTRUCTION. DURING ANPUCATK)Nt RATES.) QTY� P�OI[RN4 BUi ATE SAI R NECOMRW= AND 1F 5►A OF Tilt. *MSTRUCTION PERIOD. NO DISTURBANCE BEYCMND TIF FLAGGED rIA9A1fi 90 COUNTY DATED FE»IARY, 1!N FOR IEOOINEIDED COK1MlC7101 Q i<ARMlfi LWRTS SHALL BE PERMITTED. THE FLAGGING SHALL BE • TME CONTRACTOR SHAM REMOVE SEDIMENT BARRIERS IN R/W WHEN ��N �/all� IEJ�Rs N"tJ01N ,4 W40TA44M BY THE MPUCANT/CONTRACTOR FOR THE DURATION OF G RA,SS IS ESTABUSHED. —j® V CONSTRUCTION. • STORM DRAIN INLETS. BASINS ANO AREA DRAINS SHALL BE PROTECTED sneer �,) r F,r ITIES 2 QUI )itlt 2Lu_+YU51' CDNSTR+ICTET) N UNTIL PAVEMENT SURFACES ARE COMPLETED ANG/OR VEGETATIM IS La rreur t.�r,tu WATER DOES NOT RE-ESTABLISHED. A5 TO IISLIRE mfr -- nW naNdAUL_c m Qe )AM ATE APPIIC AB a PLATER PAVEMENT SURFACES AND VEG I TATION ARE TO BE PLACED AS RAPIDLY i'�ii/NI4�► AS POSSIBLE- HE OSSIBLE• b •- • SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH SECTIONI►�III nm7I�Uff �ylpgMS -mss:.: THE PHASE OF CONSTRUC710N. I� * _ ;DITCH ��IMIItr IMTF! ODES I10T-1J'A,Z THE_SIM �� >: Tom. 1S�MQl 1i1 1sis�ll A.r w.•�s+� 9L I 1 ►sIm soros m,rrllmisa SWAM 01110 Ask IGRAPHJC SCALE A' 11 1 I I I •o a xo w es M 10 n 1 i � IN rwr 1 EnoD 40 R. Ikk I ° `. i i i i f I,(e 1 4 I I i ! 1 ct ��' •,, ar i // PLAN VIEW 1W �µ 1 ,: ,� .'.y••., ,. "iL / ars 54 ar. � •' ��,y '• / / r war Ltt^^ to I//�� + + + ! (Y* r/ // iter I,a G, ryes wi T .01 SECTION A-A gialoofter .j. t e 2 STORY OFFICE , i • / TECHNICAL t;utnAalE hA R uilra4eemug iross� 1 yline YD h' T 9!► t( :,"� BilILDING 1 ti } _. `� FF=169.0de 6 r Mrs' f. I 9'• ICU ♦M •� / 8♦ W y I Pali M •• � 1 � �:` — t� •' /./ / � '� I 1- 1011, _ - Aw�oowRl tls,s[21lIG � � X r. r F 01 •i' i' - FILTER t I illy a I / / m fiTT1C1ED LIZPSUSI FAIlIOC , �y /� .y a�ER ra r pons "Oe TABLE 3•-•2 IMTERIAL -j EROSION CONTROL IlllNl►i'.!`Y �' 3 s SNOW wr 2~or Num sr ., 1 -r— �r i - _.` _ _ ♦♦♦��' / COMMERCIAL. SUBDIVISION AND LARGE SITE CONSTRUCTION I.rmmkw mo .e w..I lam I // - - ,- -r - _ .- ! ' 1?a ! i '- '• a71 / ' f�fO�OC ' +.Ie�I ow ow W eras ! (`7` i'-• '�,"';♦ -`•� r CbM I I / ( >Rlt aJ�E tt r! •11:'• / ' i •sou.®umis+�t/w�u,® or ! Qx <l llx <l Sx �ZdX <ipx c5(NI >SOA / ' ,. ��/i>•MOMloom 1 Ile r ctlon Entrance x X X X X ti. (Sec I urs sQ � fMS D -iE N C1i 7L it a;FiL r4R All 2. Sediment Homs or baryta FE7CE TO ASSUME 8[!il" If » at toe of x x x x x x x ,; t 4 "�i '• i / disturbedbed b•d area (Sac 3.3.2. and 3.3.3) C�\ til'`. • ,� {s. + �'� �I // X-1 ]. lM1ur0ed buffer of toe of d9tur0ed A(2) l . - '`• 's..' +� M1 i. (� �. E 160.91 area ( ) )y 7A� Cr 4. Ssdlmant to-:. Installed an contour• X X X X X X � ((spacing)' f t �`.'.� •. `. I +. ' �� / p IrrTERL.t�IfE1) spacing) (Sea. .y.,;z) (� (1� (Un (W) (2s1 (251 r. t• ptl:rs . 1 •. ` ` // ` / b. Temp. ontsorceptor orOIIe7c. 3. AND Ai iA01`_—. 3.tt) y '• Ir J BIOFILTER BAG DITCH dt SWALE PER DET. 3-3D around oati"s rrxti es (Sec. ]. �� y I11 I ( moi' " / / // BIOFILTLR BAG iNLET BARRIER PER DET. 3--70 e. Established prose • o o • • 7EC1 1� 9013110M0Q +'. ..Y - !` / (Sec. 3.3.4) _ �4?1rR 1►.oNY'M>-lG /1 h�'� 1 � ! 'I..: •-•r•'�' ;, ' ,,/ / / � ►.�j, T 2'-min. stray mulch cover p O O 0 0 res ewrerrer�r w serer wsI .re.M 3 4 GRAVEL CONSTRUCTION ENTRANCE PER DET. 3-IA (SLG 3.].7) ��(* Q I 0 W� (�Erosion) a Blankets with amebs O O O O O O 0 .� WETLAND MITIGATION AREA 9. ,.,tib:- s t �_/a✓' /� 6-mN antic sheet cover O 0 O O 0 •. V0 (Sec. 3.3./ 10. Sediment Irop a pond O O O 0 O 0Z Q . &--- -- EXIS'NG 1' CONTOUR INTERVAL (Sec. 3.3.10) 3CP / / / / EXISTING CONTOUR INTERVAL " .�•a:•i.416 ` ,. (/)ox 11. Reestablish ground cover or (� r'e• —X�. SEDQiENT FENCE PER DET. 3--2 sCap• • land pia to remo erosion X X X X X X XH #'''' �1r 10W Measures (Sec. 3.3,15.) � N( _ _ cur err e.r art r+weer aur► ID x 6 4 6 BMSTING OUNDARYR 0 REMAIN PROJECT X - Bose Nemours susses sastdOW D 4t�t� �' asrelri.r esree� Alternate FENCING MUST BE A •• Alteato Bose Meosrrs Indkotsd In Porenthesls Save Measure, oil* s� / INSTALLED WITHIN 1.C' OF DRIP LINE / - Optional BaMease, Can .M as Applicable J • Supplemental Wet Weather Me sure (November 1 - April 30) (Seeding prior to +rlplember 1) yr,WA sm iiiiiiiia meas A Sam s�M�i► s EXISTING TREES "THIN PROJECT 0 - Altermot• tet weeher Memure to• _ doe" Mfor'� BtXMARY TO BE REMOVED NOTE; It different Kone W the site have considerably different Mapes. the OR* may be divided W Lop and erosion mrvwres selected for eodr_ area tom the appropriate collum In the malls T� WAL GRIMM= �111111 1' m wwo"11111 v�snow Also C4 NAt Sw do ~''� - +I)�;,,,..-.�'•'A"i'r"'r'►�'!°IF.' ar' ... .----_ -rsx,;�, .•.•wu,Rl„u,._ .._ ..,,, --,,.•�,,�... �---_s..�"7R s .4 �..-� � ,, ,..' ... r 14 t • iiiilflIIIIIIi!!il lll►IIIllllllll IIIIIIiIIFIlIII,iUllllllillll! II i I I III�IIIIIIIII11111�1111111 Iljlj(IiIII�IIilllll� ++ , •�I� �'s ffllfff illf�flllflffff Ilfi�lf�llllill �fl�ilf(If�lflf ffffrfl�lfffff� Iffiff�llflifff flifffflfflffff fflfffflff jnuht Iil•iIIIIiNm nNIiNnti nt,> • �`.- .: _ .. 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MULL EIION 1�8*1 a'f- !; r , [i► 186 • DETAIL 6Y OT1QA)EP -- " FIF _ -N 169.0 / w `s , i AfF18824 '� M� e - ) EP • 10 2 STC ' Y OFFICE ', � � � 190.29 . ,6e.e+ I. �P 169.0 Bb►LD{NG 199.0 .� I� 189.0 - FF:- 16 9. 0 r r © " - 1b 167.1VEP r/ ,, 01LLIJ 7 Ar Ado n r 1 // IND M ' 17 ! 1R !i 169.0 X9.0 X9.0 j _X4 �� .I' ai it If 1 81R� _ --1M 169.0 / ------ISL76 { 4 3� 18510 `I Q 1` EP / %� - II j �� v EP i REAS 'f 1 ;PARKING I1 D 1ii1W f s _. w y 1Ale / N. • '� , •. 1 -l- -•. �� --.- - Glop of " , ,' ^•1 // `_� •1113: - ; D / RIVEWAYS AREA r (TYP.) Y N ' 5X 164,7 / �, / tti1139 - --- -- - - - -- - ------16.447- r� // - • -° ---- -- - --- ---- ---i---4--- --------- -- ----- -- Wa ; °Q � .';de �II A� 1 i 164.40 / / ,'/ / �.xr�n+r:'t' rrs.1� w��aa. • r I o -- -- ----•---- E� , a aii / le/ 1a / _ 7 g (�11a1lR 11r11.rR1�ni� � sSig sp * It % '''' ✓ mamilmL T1�Y,1/11181•P110dgar will"lQMRft TIM awm dSt r - vwsr SE o' ..�.,�. .�..•�._..-..-�iT�r �� , / .. .' // �N�i-DNll!!$I�yNC'r�N+110' f8� Dim WMF. / dl9 nn I r ' ,' // 1►►t11R1 `TCIDt nt.AR� �A , uJu oe r / "� ' / X111 N1�S�LT+gMtMi 11E 1tt8fYlti 11r:-�.6117 � . ,• �/ 11iM1)�UT��i�IRlI81rR8>'��t'18�'<1E 4' r / - . .' // t�twlo r1111s1111w1 111p1�11� 81I11o1rti1�1�_ mom .'r .40 lfMl�l tl� (1�1�)iw110E`�I / n1[�40 ow Tw W1n 411M1 i 1011mo 111E a1QIq Z 7,40 VOW FIF 41011110ME ell / 1t Z�'f� P��fO�! INC 1. O ®� / 00 00, a' / ,r // PARKING AREAS DRIVEWAYS I TESSTANDARD TM WAGE T OF 7WrxW- rw (.'jjQlfTi.^fiMGA1L s� dt ® Of 31820EMM.INT, 13AM) « / 11X OF IrCE QE119TY a w ✓ .'' "� 2.5' 3AASM T-208ro 's NE CUM •'�' +' // �` // 95>< OF RS 111 Or r 11T �M�i 7'r]F " 2 ,�.r *• / CRUSHED AGGREGATE BASE �• 1O1n1rsa1rl "r" I1TF31'.' '1178 moi. COURSE, (2" - 0) oft AA91T0 T-16D PLEASE REFER TO PAGE t2 OF "REPORT OF tiE0TEC19NCAL EIidNEElU11G SERVICES• 13Y (EOOE"m' tiff:. c#tIs E '1P ft1tlQUf®� ' .% DATED JUNE 23, 2000 FOR MORE WORMAlM ON PAVEMENT RECOIM�1OATMOIS �y IN1C DrYt$h >I!� 7d5.2a Rte IIIIA8 t�11i // cm / titer i1�1�R 1i11C1NORNOW� ` TlID A10111i.�'t1lR 'fid^DIS � - .' // Nods ADJOINS A VEMCULAR �SBM•11M1L ��`� � �M1e � � WHERE AN ACCESSIBLE ROUTE CROSSES OR WAY AND ARE THERE ARE NO CURBS. RAILINGS OR OTHER ELEMENT'S SEPARATING 1HE PEDESTRIAN AMD VEHICULAR AREAS DETECTABLE BY A PERSON WHO HAS A SEVERE 110 VISK�1 MPANBENT. somum IMUMV THE SIDEWALK BETWEEN THE AREAS SHALL 8E DEFINED BY A MARKED CROS9NG HAVE #► TSD�E w W 11�'eMe is 11C 1191'�N,Inc.m wm,�am.Am Rm� i / CONTINUOUS DETECTABLE WARNING NOT LESS THAN 38 INCHES 1ML1E (9/4W), COIL WITH SECTION 1109.16. SEE OREGON FIGURE 42 (OSSC. SECTKkI 1103.2.3.2) low. -I,��N•n+n.'`Fi'R•+Tln.,,,.,..... .`"�;""�&±pMn!slr*k-..w w+. �f, .. .. aax�c..:�.m: ...,x.; ;t}7t !4 dv No,Roo • t1 - 17 10 • Its' I ItIIIIIIINIIII IIIIIIIIIIIIIII 111111.I(.IIIIIIIIi.ii�Illlllllll t�lill�lilllll illllllllllll.11 I � ' � '' v �� Ii1111l1111{II 1!llllillllllU {1!1111 II II {1 ! II { { IIIiI III I li! II III ! {NI�II • � � � }� ,.; ( II II II I ILII {II !II {I � !{ III�I !{{ III I{ ILII! 111111 1141111 {{ IuidnnlAi111m11m16iTHin11111n11fhln M I tWIIWwt1�r _ ._... - a -- . ..,. :L':L•,.«1h,. _.-. . ..u..-... �.r _ ... w..•..7�A,.w.,w u' - i,,r ., ....n..�..,:..►.•...wlIM1.-.yner.r•'.-..s�w..•n. .�,;......•s...yM, --- ;._,.w.w... ;t I ,+ h. wT EC. l i I t � v s . a• #>Rf �#$. �: 3 t . r r rr gas Gomm R T7rrAw FMI .. W_ - - Z C4 ir 11 ,E Z itLL L,rra 'Ar A►411 4! 40 30 s r i i 0+00 0+90 1.40 1+90 0/m 0190 PMWAU s!� 1 1 I= 0010 rPAU ilk ! 11 Iii 'OC' `�``-+m � Z H ' 'r�'8�v r THIS SHEET 1`S USE FOR F ' � Lly *5 mii ana�- I ON THE PIUBLJC ��i�'RO` Ii N � � d , T �ait�AOE AMU a ADAM ID 41110W E Mr+ Is&= a1AmtAstE,t o:o- / I CE VOMALM OVATE - I" ADAM 10 alAa c i7 i E Our • 16170 14 I� I 1 I i � 1 1 1 i 11 • • +� , t /tINOLR 911QIr11 ORM O.S MOL CLEARANCE - 9�' 8 8, g i(�, •• - OONIRAcm IS "M 1w'�I Iw AWL Y • atAtEMAEtEIt Oto- Ca - � PNIYGITE S7OliM IMa1t �MRiMfOat SUM�il'W r Ott WMALENr I u 0 •t�� •. , •� �•• / ___ OF TICAt®, aolElr tNIMMWFit �• MM/ W:MW - « coal arc Haus► m aua 1 +81�f Of 0W - IM13 t ! •ilE 1 ••� •.• � MAS Ot0- a -- � a 0ol�watr _ ' • ADAKW TO ORM ,I ! ! 2 STORY OFFICE / EE auT-- W d 8 BUIt.O1NG g SAN i FFA 169.0 a, / (T1INI.AL ( ' t FOAMAA01t ORM m i K CONNECtm 10 1NE lIE FOINiDMT1©M ®IItAMNS°IMAWIm E YMl�IW11�aMCi 1llNleit� =i ' - 4 !tJlDINO ROOF ORAp (T1P. FRAISHO Fly 91IM�. ANTS 1 'AMW 3W�T,yA2 > • t 1 01EYLECT 136 00' ;, `��' I mom PERMIT. a� �tll® 1qD AI► 3E3*�M��.�T c. l(TWWALI 1 / / � tato- / OF �► 4-MDI GDIMME7�It a■�MwllE 1®O+ FIMLIW 10 NM 1FE IPF 3>1M E�10 AI►1�3•0M �IiT m AAOE *IIA Sam =I-WA 11�iM"911M 11�►tE rs1 111E WS.9Nn�n11�D�I1D. a11� aN`Asvllw�t i f >OCt Obi p uF j1r ! �y� � ;F01K if �r�1-n�4 PpM/T71MTN 1RM11 tl��C. 1�I��W�► MAIDAPSWI CMO-z / GROOM Ohm A IEI�rI !E OF 3®r~ � 40 .,. WAR 14W000E 9 "" mr� PUKW MAIM 111E WS. Sf1111�IND.i AM. Fart - 161W 1 / /0A.7f I _ M - 101.90 Ob 1) OUT - W-M —191 - ------------' _ � W ! 1 " atA101148 9R CMW- ��` -4 AM /� ^ ORALE m / I % r / / E CUT N1.'0 O®1FlaMiY. t1� 1 f +•�\� .. /�Y:.` SIIOIIw ORAl:.' OU1iAl1 4 E OUT- Inr0dW atvun o�teo�n ) , atr>f1,0n OEM n 010 Camp 0) asae o�TA6 a M� / , _ • � .,ms � r>,t�, ` C) 8 E 0AM 0-15790 t \� a m 1n (w,PONM Gramm 1ewl�+wr cas �i•v� aga["1` tn (Awr've�9 w OF or Air uj � �� t .,,.'..,, ! 01•x- �..� N�I x I i '100, m d lei. / YN. 1ir1. A / Y WATER OUAUTY EXTENDED DRY POND OUTFLOW DEVICE SRUT f WAMiOLE IIl ORA r01:y�s,. C 4� . N 6�I 14 1 ,� ' - fh i ilgt�l��llill.fllilil�illllll I � • �� « N UIIIII��III II lUllll�lllpl I�IIIilllllllll llliflilllllll I. - IIl01�tilNll Ilttitt�tlliltl (llllllillfllfl I(lIIII�IIIIIII Iliilll�lllllll lillll�IIIIII �IIII'{�I'�I!III I U' �„►�, , III LAII�fN i1Mli�il '3 .. ...>e....i......•r.!•....+s.s s / f wtirhla.w+..y ter........rer.y.•+w ,A .. /►- _ _ _ .. ., �r :, .. ;'f ii,. p�: y i1 II irle Jt- r- II , >ta►ire- I ! ��euw��raler:w a ►1 JNNW AUM AW i1 �s,,o ,a.. _ Ggllpl`ifC SCAiE V •► mo a ®� o i u r' Iii - ! L J if x{f 1 '~ c9 r►c,, .wr, K II �Y6' A_ r I I a+ I0 h b L ,S►V 3 1 N }- ■�_�pp r � i. _ /a .12C if Irm ba h o an- --Is � r p , Igms 3c Wt.lh/ 1.1 ..1 c d Z lie Z ot . . . - ks IL 'S / 7. q Air low rl _�ree�o(�► ��a° � > J .01 _ x �' �,. D gr CLCLfillElam i rs s` AmWa g E7rx3mD lO 1w p9�X � �. �0 zvz ds de -T.45- Fill d �'�' s• > of � i _ / y �" Tf l/ST 6�1X.7�'S AT ALL tL AIF SEW �' lZT Aw 1 ; ; �• ,. f> SPL"A O LxwA/TGri/IT 167"/'15�'S7A4� J ti "NSERT 10E' CITY wN1 T.V. t Ctf�IW t�i.�PS7 SIATJIG IPl�lXir.� If P1�Z33Z/•Nf-AS' PSR i� � P!"KIR TO S.S. W��lMC L TACT . , . ERIC HIND dir C.D.T. "„ AD.AIST RMI TO F11 yr • � FII+MSH GRADE aye / NEW RIM 164.50' I"K13' 1 op, / z d .,gip'`.•. � � - or A' / CONTRACTOR TO ' ,r f REPAIR ANY DAMAGE e '{�� C SANITARY SEWER MAIN CCV Z 1O r.)CJ 1 U � m Nr,U) I / gg u �u) N l fu or 2c o WiM OD CO I // Aar O � 3 W �k R� ,:, �_ y�,+�r• ,. , _ ....,..,. .. .. .-�ytw, e«��f�„-• `w'«w «v ,�.!�:=,rx � �warx-w`,+M.�,...:..-,.-„ww,w+ls,a� _ "riul' +16Y1� �”' �• "C I i 4 !, 46 I'll Id111114111111 111111411111 11111161111 11111111 11�L :'�� :� ��#!�l,��lt INI101111l!Il 1101Hl�i6i161! 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TO ?Jill 2R.4 ��.. 7.8 TAPPED 2" ! • Z) Ali' 444 24.d 12.3 6.2 A11ARPtRAIIaZ (BLOWIDFF SEE DETAIL 203) T 6'SCH 40 OR 03034 PVC 4ILS 840 348 17.7 6.9 W m W PIPE SPACER --�l� LENGTH AS NECESSARY ' � R -STREET PLUG OP. �y O OPERATOR EXTENSION �� 1 a,i,y�rO \ - 2,f IUIRID EDGE OF PAVEMENT (�(SEE DETAIL No S) Mom arm y' ' -a' WFCAEUG RETAPIER TATER d ANAK AR IN OZ_ cLCLANJr (EgAA {If01f)+ear GATT VALVE ) REQUWD doom RGrmj J O W r r FLIT TEE •~v. F 1 SEE NOTE Nb 1 \ �/ O' 0110WI&L AS weDawlls TNRU:, aLDoc _---� -p• m A � _� ' .0'Irw I� - - wlar M" FITTING RIID SZE ,y 4,-u *vNOTES: 4"- t'-0'1wr r �•» ��\\\j�\�\ � .� 1�-•Ta' Ib �' �'r"�'" s- MAX MEAN F,_ArGE I 1. VALVE BOX NOT TO REST ! • f I - T ON OPERATING ASSEMBLY i. OPERATOR EXTENSION • } I• t0i611i1INW1I< -- � .f � � EARTH _ REQUIRED WHEN VALVE NUT �4ViI1LL Alb 5VR21, i' �a -2'-0" 8" -10'-0' IS DEEPER THAN 3 FEET qv3W TvP IT?Imo`'' t) WWAMT ER OMO c AT AU EEEZ.KAie6 AM FT(OW MIN IIIc FROM FINISHED GRADE 3. CENTER VALVE BOX ON i2) CMKW7t I SALVE BOX COMPLETE C) J £K15 ON F•NMIG MJ GATE AXIS OF OPER NUT I Xlro VALVE AND UIIpCSTIJ11rED t,VTM Y STANDARD BLOWOFF •� i ;l'E: 1l1 7RR Na 200 A SEE DETAIL 203 a 4. PROVIDE 24' SQUARE BY 4- THICK ! 4)mmu. 1x A& Tour uvKW 15 P•' "�7 P-1 LJLj CONCRETE PikO AROUND VALVE -- 1M InTMM. SNIEET UM-IDAAmA iMT 0W A'VWCnCX4 r0 CASTA1G "NS USE IfAVPfli6 SIEE14 BOX OUTSIDE OF PAVED AREAS - '' I �� rraal�errstemewI w k=XPDAW OM LVPRIC•r C3*5TRuc7M SKCWICA(IONS O 5. VALVE BOX COVER SHALL BEA Ir I I '�'UN� tE 1XY►olrlY t � otr. ' 1 41110#114W w i FT 11AN DACE AMMCIR(]1MFERENCE CF FIRE NNNIANT ` V MINIMUM OF 21h ' IN LENGTH PQL*-*M 1NCEI+c 1E NOW no 3 w TVICAL GATE VALVE DETAIL No.� �-�-• M9 � �T �� tiL"E+Ml t!p � T LKTAI tMr. -� DETAIL No. TualetinYdle�/aterQidrlT SETTRIG pETAIt. �3 n,��u�r► /,�.;�,�, � ? � 10 OE�i11�3 :� s T .ATi 101 .v nn.,t+�r1b.Alid OC�t.A�R flN1lST BLOCK 200 10 IrNA�N Vw�OTs lr 11!/L A�� ► STANDARD VALVE BOX sulllei swoop opt sewalws� - SEE PETAL NO 3 �\ i \ \ d 46 uT T 11.Awt oassw.aArs M' e FACE Of CURBl _ - \ -� ® agree l�11E •- " --'- _-- FINISHED GRADE \ \ 4' MAX \\\\ MO SKI - � I d 0. 00. 1 -- w sl�wnf[+a -2' BRASS PLUG a w.�cno. ll j > �s I 2• IRON BODY GATE �HItO T1GN7 ql1M �. .- --- - ---- VALVE VNTIT 2- 2• MIAPTFR f'(1PPFR oy OPERATING NUT--\ SMEAT 7Q FIPT \� - �j-2' TYPE K RIGID • d -- -- -) ro DAs an 2' " 1'-0- BRASS / (COPPER 1LIki1NO i1F r{F �- - s�a� 2'-.4' $Q.� • NIPPLE - PLAN MEW p ��++pp -; V-CARSON METER BOX 173M P151- r-- --r� @AIT GRATE r i.�.nm �` (OR EOuAI) Il F 2' I' •; .t ! - 2 `- 2' rf9C0 MOLL 85-Y SO 2' 011'"m 2- suP EQUAL) 1r MIN CLCARAHM wear a ELL COPPc7DOUBLE CHECK VALVE ASSEMBLY - Chi WELDED 10 :.A. MILD ,.. c"m"'•KSTEEL, COAT ALL SURFACES WITH \-r ADAPTER COPPIER / �. T ASPHALTIC PAINT. 5 SKAT YPICAL COLLAR BLOCK - PER TO MPT i \ ; VIN SIZE AS RZ.QUIRED FOR } _ I-- g�1ET Sn�B: FOR NO HUB COCTOR. SEE DE741L / 200 rLOCK p �Y TAPPED � sIIIAIr+ r.+r --��_- +L i �1CATED PIPE (SEE PIAN) > s �C TY7oN .TONT PLUG ON s`' 6 � WJE; MELDED STEEL DROP-IN W CAP WITH MEGALIIG RETAwER GLAND ''o rl113 i al vl mW.Iwr 1/)lOeFlolp BAR GRATE (ABTM A36) S =sumsm me Pop ENO BARS: 1/2'X 2' Z , loll"�anrlal rlmAxt� = CROSS BARS. 1/rX 2'0 2'O.C. Q 0111(f STRAPS. 1/8'X 1' -1 NOTES - CHRUSHED ROCK 91KE-� s" MIM. t'.IF.IIRAIIL'E UmTY Il Lco L.W. K Jim 16 "A • ,000 LB UNIFORM LOAD CAPACITY 1. THREADED BRASS PIPING MAY BE E��1t� 9A1E uAe>I:>' OOAR - OAOR • I. Cr11w Odom 14!.►ALL 4QM.7• HyA,e>ti M USED N1 PLACE OF COPPER TUBING �-qM' J-gAl J-riA1. x �ilAre�o wriu oor+a�h rAuAa s a/ 2•_p� AS MANUFACTURED B`!:IMF. � I"frhMA+RSN lwm IS cwy A imirsim 11(. 'r --`'All" ,}- ami�Aflot AI�T volt aneowc _ GRATE MASTER INC. �_ S ITIstANATi FUM 83"0*aF OP&W M Fwws, olr•4E. 'q MII4 A s mmmw=orrFAN wmL w 4CM Ira'm. HN I.SBORO, OR. fm PROT[TIM, Iwo a 91WA08W FM lEswrs 8 40-AM FON wo r w.ai (503) 647-2050 -1014 /-3M A-3AL w wwsN wom r-p r twaus AINI 111 1TAILE a0 TEXT CIF RCM MI wa'. MMA~ws • armu N,rnw Io,eAs a are+m OR APPROVED EQUAL TOL.ITT><T►RLLD w TEsr aoaNs��.a1XT1INo ws*AUAaaINs. I ,6 .�a.-�. �-3A< CATCH BASIN � � •, ",r.11.rl•'..Ilsls w oarf.wwr Y DETAIL No.. a & room Lmrnm rft 1/1% ��1W9F`bIMM ..�.__ OAiMICK DETAIL No A a e r c STAgAp eLOwf 203 77M � EC � Y F 2 . _ }r M J S ID 0 00 C, �i 1=3 co �n ID 3:: C) LAJ 01 V 0(cstou cx n _j U � NWW Ac O C7 k Cu tN0 Cocoa. W N Q L W W C T W IO C 00 L,rvi YJ N r! m Q v ED x 0 i 'IMS!11 Nlwlslnld sw. AIU►7pFMi1� lot r .......,....•a,YK?1A•>.�..Ft.7"II!•Y•fd-•7t�Pyl. ' cl AILA y w ' ,• •. •M.K. � .�611,�,w... ....r - .. ..,�grl�piLv��u.l.•a:.PrrMa�r4W.IrPIP�1'tlMl�....w.�w..+• .-Ir. MMIf►' s I "i7c � 'M.._ ... ti..*.M=.."'�PM.4r✓"•�/, • Ilii�l�lillll) lilllll�lll!i{I Illilli�llJllll Illilll�llll�l� 111111�111II� WWM p 1 -I I I .�l�lilli 11,.11 IiNlllllNlliNi rllrl�llillll IIII!!!�I I i I � r II { I I it III.II� Ili!! lill.l�tll�Il !!►Ili�lllirll�lll!!! tt I II I �,,,;r,,,,,,, � till Nll,t�ilitlt�lilililillllll .Ill,lllli ...,.. " �,� i' a „'f"rii+l� ,. --•..,,,r,,;±;,:.,_,.,r..w _.. ..,,,,r �iII111M d!r _ .w+alr. .... ...... ..... .. _. -. s...r•,.-.._.,,..,.F_.«.._. yy,c.•R-s ...�,.... �. --' t;0;"Oi.,�u.w..l.,. ... '•7,xayyy.. irr. ,f. _y 4 . y" !7 i I I U e - -- F 4, r Mr�O �y��}�'' ` 'ri �• -ZZZit::l t3fS•li ,f"'R"' PC. •'' ` _ ^7 -_ e ZI...Zififil�•.. ,:"�► JIM_: ate- •=rte -dn dmw so ------------------ o - 1 / \I� I ' 'f • j _ '{ • '�-__ �/ •,� / ►a,t� r--- Imo• / dr 4& an j .`. c / 0 \` f i _�' O -- --.. � � / ' � �,%1�� •s � --. (� • _....._ err dpo to N rn -—------------- ;V,* . -1 , 0 - At rn- CW UO 0 C4 i d. err. / 1. IF do Go IN ,♦ h -.- � � r t. f' t / / ;N •,tom sS f� �•l' J� 10 W --! of� ` z: ir iol- r �� ............... . _ ' \� _ ) I �, -_ � I `J '�- �� f � . .•' .-• ` .��`{ 1OIE r1rw��ilwi�rr•�trr�� - / - -- - - -- ... - �� - , i 'rte i ,•`s` irl��r.�ii�rr�/�!1 Ob -+ ', - - - --- t - j:'" ,• 301E AFF A TOTAL OF 97 XI`j T ING TREED ODER rr CALVER CN %M o>F THESE TREES °��M/�IIOc,�lI11Nr �r y Ii�4 t' r :0 AM OE$p HATED ;S HAZARCOUS AND Do NOT FE QLAVE WTG^TICN 1 - f l I • _ / AI�Iyrl�llltb�lr,rt� 39 TREES WLL HE I�EflAr�k/ED FURCnWTRXTM 1 '~•� 'Y •• I -• , �'�• ,- � � 22 APE a f�E'-AIMED IN THE LANDSCAPE 0 -.'' .. M i s i' '•� WWIr9r IME•W-#SMpr 2Z OF 58 NGN-H xzf- - f - O �aC�UI►S TREES CXV SITE 3996 Rt-1ENT10tei RATE P PECUPES 213 wrGA.TION OF CALIPER p C.F•ES FEMOVEM AIN �ltillilWO, ( '�., it '' ��►tIMJC fc�a� a 39 TREES l3ElNG RENROVED TOTAL m C,ALPF.R WC'.I•F.S 7AL ICW, /i - �G.•�4Ckc �f`rrs•-�111�1M OF 518 MrrGAT >4M (X 213 --- j_�` �0 ff�ff:' " � ��• "} MVC' l � ` J/��f Jl'r �i �� '�''9w�F-�s3•�it�v�l!yr' /f•I�'„�M �p��f�� 1 ''. I 'r � �- I�• ' "�i11� .i11�• "'�>I��S�''f�•f�. Afilla7Li�i' 1 - .f _ •51YiA�tr�, (- ''• _ _ _� I/;�' r frr' , ' '�� - '�� 9/�M��` TAKE aor-er•�a 2-4 TREE MmC;A nON CA�.cut_ATs<�us 1 B7 an MM 19 a2 wRweia by rs v, and 149P f r r rrMgatjon. Alert. Of `lose Aff. 2 1 i p \ / • ��I Of% ' /- I ', - r�• 'nay -��'��C aA Tem red i type `D" bum (east propWy W r%XM d ,-W ' �g d`/ code 13) 1 ' J % •' sll�A«-'� d IdO �► �fR+l�lst/I�Ft MMV-qW,W"OaW VW F3-v�k•-rt 256 linear few/20 foot mar spa crg = - ''- (20 m repurpid m pw*ing eWxb (777 Spacesp tree pe► 7 Xam = 26) w .��' .� "� '. rr*lIIA +IIt=aas oiIIe►zM�v1�r�A ' d43.dc .WernAreci tragi must be monirnum Z caliper (Aeaouas) or 5-6 kat (etieryreeN • ,._+ yV or AWwrtl[ c r yf► ~AopW a ....... __ " drlht AE009F.L7 TREE. 1 _♦ j ,•' •, '' `�Jr �IIf-/M'Rlgbi`:01+�fi�.pXdll •f�. F - 1 E / - ;�:' ;. ;. a/1F'A!P~�IJ�`dle•tl� w*w Ache► grnna4 Flame !-17 C = 35'inivgait.>on .,✓ �' �r•�r (5} TQ-1? feR gd�0otsuga •nenztes+� to' mtgatc� .✓' ,- 1'2) 1-112" caliper Wnja callervana� F*�dsc�►e = t0' rrrtgat .• ' • `joto'S joixRIRwN►ro ,i�/I�t W M= IM�AiMI' C$ V-12 Feat T%ii hEtzroo?yb = 40 rrimproor ' !"Now�r'►#-Aw�i�.-�+e/roaAMr•�alM�it9o-1 elle'-WAr1"•er r jw ;.Ag ' Zgk va serrata 'V*Ve Green- = 4' moptron _ ,, ..!� �- ,• �+fix N4,A Tr-.N TREES � - "- / (1Gr1 2•-tit' caNper Acer gmnala 'Fia,ne' = 475 IrAMgrs ��i �ID r 2-12' C.VfrCw = 66' tion t r A..tug rubra a —T/7 rwiper Am ch alnrtcia - 56S rryGga pore - ,• 4wr-- W aNNO9E Y !tom t..gyp[ ¢ (Td) 10-12 *W ClS nootkatEnSo PendI/a' = W rwyhptCo ' sis7f7 o��W^;+w S%4Y. ,:} 11j •VOW' ' "�f %400 (70) T/2' r c-er Myr1Ca C3�0►r1RA = 8' ppn yip r f 2-7I2' caoper 'unus serruWa Amanogawa' _ 22S• mdgpbon v4�v nV: (4) C-12 feet Pspa�tyuga menZieSa _ 18• rrriOgibOn 10r� � e Phiarnrus = e rte ': 1+ =aD+-? �' j / - "i•' ( 7 c0ow ZOmva serrata V48gp Grew- = 9' .,moo lion Now • / ,,./ TOTAL fi MGATK)4 INCFIES 334' • 1 TREE PLAN �• :fir= ;• �. <' Val � 11UM AMIGA17M landscape architect ' P13EM 1406 ne bn%Whvay suite mLl pormn4 ore®m 9TL 2 I& NIgo Iftsor~ara""sI'A°'� • ow, iiii �,. - « , .R, -'_ .a... `• ,,,. ..«n,.+7.,11 - P.'.._. •.•,.r. "A :''.s."ilYe°°�r :-+.i,'*;- ,Y!M:�q,,,wW:,, c fr.� , tl _ .n,, .- _ r ' r f HIMNMi ��lllrN ,Ilitt4 1 t 111 11J1�!' t� •s - ,.,-,S .;7fY..,r aJ•bl._ . ...... .. .rr•rq•••Yypu .. r �:. '�. S - -, .J _•-'••k�....+._-..........a..,..,.......__.,�,r1�IMki.,,,,,,,9',kfw�-, Vis, .'k'�f ._ ti - .... . --- .. ..... .f. S . t TKgO NOTE. DO NOT DISTL" AREA Yeteraply SLIaROUNDING F ZSMVED �. Fsewvtaup meniball MJI.C.N )qpp Fit VISION CLEARAGE . . y. tnOO F EXISTING TP=5. MAINT/IN AT -,, TRLkNaI E CW) - Ga=nlbse EXISTING ELEVATION. ll bfnbaa tlwAw{DI/wI _ 'a'n's cdMaAco � MA.CrI >� r,�. 0169/,i Jate/pig a mom Da Nor DISTW SMMi71RDIN{PIIOEIVED ) Y Woom4LT�. MAANT/.IN AT y - - - • SOW r m6m111G mlVATION. I I � -A4ref'RAP f P9— ftllj►R' Cotensuts I Y a L aodw o-bn I , • 'as fm� r M n[{u •l.5 II ,a kow ra.rdn a ,.- �-� r I. Rindo. 'CyltllbIt. Acx ZXWnND 24* gwwltrl Aur cj nwlo Cfape Lkoa.o r-.ta r Old'ON ASI/ —Rai" -mq*rim Gr Acer 9Iw; AauwR Ead.Y Mllc wll/arnka - SnrJ� R 090— I: —Escaraao vw, P.rt Uw/' _—� Selkow r.do IRnodol?nV A T-/,f Rha.Tus Pnrahk>n i• L11y.�a aemnto P"udoty qQ m 199ll A&W _ teo w r r^ rd lW _ i SEED 1,11114 S7% NARD FEaL` LE. � w t >Y A � nffmkw obwo1w --- , k 66% PRC-TIME &02 MIX yele -- _ Etcelldno Ncwp I _ O (PORTLAND p 4OLL,C FT) kn , 9 t Gworf _ I AY4D P!r RPso mftoCotanwoMw ..... MGIIVYa �lr. D IOnp 0[r_ \ `r.��lrr // •. mwuwtwR" 7'1/t~ oepb HaPH' —_ --Mdw, RWYw Y.owgactd GNGa� Ka1wIIA^°___ E'¢;F,,NI11n Eacollonn Nergart a.o-+' 6cdlwro iMyu+t w.�' Exisn•N9 O�SN' 71J aREOOy AGN _ ChPmnOcrpn'r nootlrderor rw�la• DO ND!_ DIBI maGnw w - OI�OM MATE o re' N6 OMC t' Iba 7i nlDY 1port DwoEXIS]i . .d Nondbw domestka TbyNs' Red 8ynphalwprs aaao o rdPo.nlca 4 �y«P '..EXISTING Am kr4hW ONNOInr' NPNdimo drtolor LAUr . • ,C�`�' I� Req Akan —aa fes$•-`Y'77_..�� y+ > _. •, ',: EXISTING ..:_ OtSGGII MMTC OAK Na.610 a�.:saKcn ''e°yvsRed - ` Rew mowm _ CA- lale EXISTING 14'OREGON YMITE OAK r EXISTING 74' •� J CION MATE OAK 9a�) . EXISTING 74• I Sisb OR[GON MATE OAK ` EXISTING 14' • fr 7 1 { O VASON MATE O (24) M&w Io Illjd'' N'9 ({t) Cotonewte ) mk/oplyllua - O —04) Rwo W rUN .�. -n) Rharne Q ! Row -(31 lnnwc ,. flO)apse outran _ e� sala,cn. ;QAC R QUALITY v��w�amwc � d) Ne l4/ POND 3 snRs Thr MxwrA R Ar1w astr �avaertew t ) kkvA Abo 4w — OAK M) Re" • '-.Io) f mon kw OAK I TLA TION -_ Q ) ) W. d _' Ar.7 qp nGAn N F I LU r Phpe v 'jz�y (9) Al I (4 Plysxorpu -. . MFN BY 'fjV '.rj) f41 Z A kmhW AR N0 934 '(1/'Ar�elonthrr a) Rb p D/L4t►/NG' 11Id� t2) A"°IomhlvPLANTING PLAN PIANW (3, Nolodbcus (4) AIA» ,�`t (S) Rbes . I� l�s�-Q P1AIJ landscape architect 1 . I.c. `�•:- 1�OSnebioadway ) maw 200 1 f po"land,Dl vm W= l,lnr/ tel: 503.2889338 I I I fuc 503.288.933 mn '~ :.eras' .a<w. Ilif��IIIIIIINIIII01lIIIIIIIlilJIII!lll1IIIIIIIIIIIIIIIWIIIIIII811IIHOIIIIIIIIIIIIiIIIllllllllllf! , IIIIIIIIIIIIgiII1111NllllllhlltltltltlllBGtlMBtlpllulBIIIIIIIIIIIIIIIBIBGBBIlBIBBBBBBBIBBBBBff11111IIIIIBIIPIIIIIIIIIIIIIIIillllllllllll I B `U4 �Mtttis.%apa r l • - i. PLkWLEGENDL SCOUM MAAC •� tiiASM rvuiMlfttY� �' ool+"wwE Cam"mom f ; MUM . (226) AoW g+vuw,la Flan-e' 2-1/2' caliper Flame Maple (14) Azam Merest' 1 gallon Everest Azalea 0 (98) Gcsfus cxabafiensL7 !� ( '16) Arxzs ruts 2 gallon Hybrid RocWose 2-U2' caliper Western Red Alder r O (48) Carxis sloibrifw�a10 r! gallon Red Osier Dogwood (160) ESCa&V76 lbfeupW Aare (37) .4rrw/Wnctwo, abri/afa caliper Western Serv+ceberry 2 gallon Newport Dwart Escalkxtia 1-1/2' � NOr I � r r (17) frblbnfiscus drscok-* - 4W gallon Oce3rtspray r aoin Me Gemal u�44 4Frtilldlgwdm ��pe �.oritiracto Ufthowd wr. Top of mi,"at al d n 1�r F3dnd wntain plan immediately afld each shrub and tree i9 _ (14) Charnaac�:u r P&-x ldA' Anted Protect all maintain r ,= 10-12 feet `VeeprQ Alaskan Cedar gall Aregon rape 4um bttlrlttl W be t below top of cxrba v a�aceru pSw>p planbrtps for r _ r„a 1 gallon Oregon Grape period of 60 days after acxsptane� Mute!, weed, cultivate, maintain mulch, and reset plants to ,,,w proper grades and upright positions as required. r ��_ AJ Int rnateyrat steal tie nursery grown under cYmauc r _ lluln netrdaeft Wrdbr to a rWaer Man M0640 At lire rile AY plants shall be Q air ntee . Guarantee all plant material after final acceptance for G 1 gallon Corr►pact�uegon Compacta' d 01101"1111111A”of gra*i hollhy, vigorous, and tree of disease, duration of one full growing season a for une year, whichever Is longer. r o 1 6 ct e1�nueartd btrvax. Replace plant materials not surviving or in poor condition; except only (16) Myrica calil'fcvrura w lass or damage due to freezing, vandalism, a acts and neglects on the r V? celiper Pacific Waxmyrtle �; Iia tri, enol be fiealery groxm nursery stork be a nti►rrrrxn of (25) A(Araafrrb olxrreshia 11Ab�r s find' part of other3. f �` pill W at 6 rx.:rm abiNe ground leve and be at least 8-10 tees 2 gallon Moyer's Fled heavenly Bamboo '%W Cor*0n w,, ,n sax and grade with the standard for nursery stock MI62l1C1.'-WO V90 ed Al Trees stW have a woo straight trunk a u (60) f�hysouraus �ta� r~ � OM lope and ram character tic of the IRIZIGA'ITON NOTES n (9) Phow s Aawnjvwj' 1 gallon Pacific Nm ♦1 ebark SONE 0-0wr or wenaty All trees must be trd free fowls, diseaseh, - --- - `,J 2-1/2' caliper Amanogawa Cherry WAOWWA A it w'y :rid ctw atf CWnatie features when pantei flare rtvel t kK* 3WA Issue a root Wow giA(iuent to woure survival and !2) f119GVb0&1,_ c»vr Z:'m#W, . fl3aled aurid txrtrip 0118) stM* Shall leave a natural t An automatic irrigation system shall be installed to cover all Oi 21-24' Cynthia Rhododendron a rd to %Ake m *woe s,r -611 and heaMriiii. growth All ueets planted areas. Equipment used shall be Toro, Rainbird or aparoved WK*00 mare uc be grattbJ a. a mi m iirn height of 7 feet equivalent (9) mBnzesw (J! (37) fhoobr�ndrav ?.aoler's While' 2 All valves are to be placed in approved locking valve boxes. All 10-12 feet Douglas Fir 21-24' Loder's White Rhododendron 1011111111L 8110& ny pnfiirig balsa 10 be 213 fid. V3 lextral sail valves are to be placed an minimum 2 cubic feet of drain rock MWO^'lirr Jvb6dill to hair!i r of l ogoA and 2 of textural sol O (7) APXIQbOL- rlroin PJM' sotrrdirwIt Law Nowa to nave Minimum 4' topeW Any imported topsoil 3. install backflow prevention devices and manual shutoff valve in 21-24' PJM Rhododendron NOW 6 ID t w fieM*l *%9:1* and Use of n xim s weeds and debris. accordance with local codes and or,',nances. All double check lfimura VA Arl"O r"I"its may be well ratted manure or oonrrrterciW valves shall be Febeo, Conbraeo or approved equivalent. Double r, (20) PNn6 / 'Yana dare' check valves to be installed in locking vault on minimum 3 cubic feet 2-t12' caliper Redspire Flowering PeaO (31) f� san9uneum Pear d drain rock 2 gallon Red Flowering Currant � la-rrs-tC Now reweise an shrubs, trees. and grarrdcovers. AN b rsr.�t �aaorrs of ferblaer accor to Milifx facttrees provision to drain all systems. install manual dram valve at :�•, d'''g 4. Make (163) Rosa nufkana point of cowection. 1 gallon Nootka Fbose911112L Wrmediummuor corrmiercalm 7 medium grM well-coned bark lch S Submittals: At completion of 15) H'samv�rts ca "PW e,Pgt ple project, provide owner with as-built drawings, maintenance summary and all brochures or instructions 1' caliper Cascara (10) r0isa Pwce' irtduded with equipment. As-built drawl to show location of all BOMS- Stores, m'riar. rutxiwr and airy materia; harmful to plant life, are � 2 galla i Peace Rose all!lb t*rev ewe from all prae w g arena. valves `�111i/y ////""""''''��\ Al OWOV cress to Dirt raked xrxK ► pnor to planting' lawn areas 6. Maintenance: Duni first year guarantee pr?riod, shut down arts' 0 (al Blue u jet erry a la lois darned sr tO O and ro/ezi winterizes stem no later than November 1st. Activate system in prior to ptltintirg n9 y 9 2 gallas BIO@ El�erberty - SOci areae i[i be roa0p'!C prior to placement d sod y _ (4) Tsuga heferclockla - /lir plur 11hV rc� am u0 be li -I the dilllM eller of the pant root ball spring, not later than May 15th: Contractor st;a!i be responsible for 10 12 feet Western Hemlock Or spoor,, SO** axf buxtrorn d hobs are to be broken up my damage resulting from freezing water in the lint- and improper (89) Common Sno s a/des - A11 plle O tD be wooened m when the pliers holes have been half winterizing of system the first r. 1 gallon Common Snowberry f411d� scut. Ttie � year. rngalkxi systlem s not to be users to water plants in. i - APOV f1erlYM vM'rm the pWriltrrg hole Is 3/4 fort 7. Guarantee: The entire system shall be unconditionally guaranteed (8) ZeNova s. Village Grewi' RW W*9 *wO of Plan, to be at or shgr* atx.a level as to materials and workmanship, including but not limited to settling 3' caliper Village Green elkovas -- �+"r" d backfin areas or to damage lawns, plantings, paving etc. for a 0: em ILandsuprt Afchmcx s►roA r opeC as plantings and give written period of one year from to date of acceptance. Any areas, 06In a QW... rill aaolipt the lartcMcepi- work (from the materials or workmanship requiring repair shall be without cost to the0 w G001111111110111 C41111111119=1 as berg saAill�ry txxriplelei owner. Seed rough landscape areas with Pro-Time #400 Native Grass Mix amended with 10% wildflowers GFICILNDIOMM& (Achillea millefolium, Anaphalis margaritaceae, - 1 Aquilegia Formosa, Lupinus polyphyllus). Seed at rate of 15-30 lbs. per acre. (13) Carex mQrrowl Awao Varregiafa' _ 1 gallon Golden Variegated nese Seed water quality with t Japanese Sedge Native Bio-Flter ix amended Pro-Time 596 arex -t 1 gallon L+ttl+oaf Cotoneas sW yup rate of 1 and 596 Juncus effusus. Seed at per 1,000 sq. ft. (124) Da°scha ' O 1 gallon Tutted Hair Gras percentages reflect live NOTE all seed mix germination, not weigh[ 'w O (1281 Fragorilrwbe�s p' is 4' pots Beech Strawberry I I I • /Jrl:19�r7/ili'I✓ a q 2' x 2' x D PRE!:,SuRE-TREATED 1rvt p%z btu' S DOUGLAS FIR STAKES DRIVEN A MOM W-7w 4 L70JOLE 4• MINIMUM OF 2'4" INTO 6RGUND... OTR/1AV 1A 6r►. 6^L�I ALL TREES TO Be STAt,,,ED WITH opt . T7HO STAKES , IGMVMpM 1 tJIGMG t 3"tMN-18110¢ 6 A©E COMiMERGIAL TREE TIES SECURED AT A HEIGHT OF ��DOAKTYPICAL SHRUB 4'-5'(tEPENDfNt5 ON I/2 PROVIDE POSITIVE dlANGH STRUGTUPE� TREE r wlr DRAINAGE FROM :, ttOOr DA LL P"'A60V1! HEIGHT BASE OF AZALEAS �srrr� - NOTE. PLANT WiTH r ' SMADE 4 RHODODENDRONS MOOT15AL.L I" ABOVE LOCATE 2')Cr)0,4"V P FINISH GRADE ' *rAOQM OIrmSIdE '.Y MEDIUM BARK w OIdPILM AS SPECIFIED _ LOOS"SOIL BELOW 'S-WAY ISAGKFILL MIX EQUAL I __ 3.1"y SILL r4ex EMAL ROOTBALL (4' FOR TYPICAL GRC)UNDC,O'dER PARTS TOPSOIL, I I_) - IPAR1rs�rOi�'ra0i1L RL7fY1L� FOR SHRUBS) a b" III- =111= MANURE l MULCH III idRouNDC-OVERTRIANGULAR PLANTIN6 AS NOTED s IN PLANT LE6IEND I/Z I _ I I/2 ALL I_I. CM 00W �'�MAIN �"�"' •.r.• I DEPTH PLACE• _I I - DAGKFtIJLI POGt: T ""i•� �Ti�I� Roc+TBALL'll I - GUT WIRE BASKET FROM MAIN - ' - �5 AMID LEJiJE itw �-_ ill/3-HAY DEPTH ROOTS AND BURLEA\MAP IN PLACE, i— IFIL 81Ar1K BIM-ow 2/3 MIN. DEPTH I i i I( ( - I I ry -- ` � �L BACK BURLAP 2/5 _)! I� _ MIX OF EQUAL PART'S Ra t] 17 13X - 1 TOPSOIL, ROTTED MANURE �/. .�L GOMPAGT TO REDUCE i�l CO ROOTBALL L ` 1 MULCH SETTLEMENT, - ,-, 1�J1K Olt*�tl$-SIR, = � = �=��I !�GARIFY ROOTBAL� ON ALL 51DE8 '�b►Q BREAK UP C -BOIL = - ��RM__` ' MIN. 4" AND GROhN FOR � r�Alll.4'AMD aGiROFfM FOR 2X ROOT19ALL DRAINAGE ( 2X R,DOTgALL rAtolr11WA49E A6RIFORM TYPE FERTILIZER }• �" "i WIDTH FERTILIZER TABLETS 2T ., ...-,-- W117. iFBRT'tLl'I?.M 1riVlYL°fS 2T• I MIN. WIDTH 1 GAL. SHRUB - (1) 2f OR. TAB. 1/5 CTrTH OF ROOTBAL.L. M3 VePT;M OF 1111COMWILL 2X ROO'PBAL.L 5 GAL. SHRUB - (3) 21 6R. TAB. USf(1) 21 OR. 'AOKI- t5E(ti)20 ER, 'AOM- 2' POT - (1) 5 OR. TAB. FORM' TAB. FOR EA. FO*' IrA®_FOR EA, 4" POT - (2) 5 6R- TAB. 1/2' TREE GALI"_A 'V2, Ti CM GAIb.1taE'iR 16AL. - (4) g SR. T AB. '•i! 1 DECIDUOUS TREE E'L.AN MG DETAIL. HTA �.-„Q,I N*� 2 �RGRF., N TREE?' 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SMITE','SIS � ' - _ loan ♦X01 i0 �O Oka % - K - i0 - s JIM 311 JML 4C ------ 4� c � / _ -. lam, nn �'"` �,—_" �� ♦♦ , - _ - - - r--- -- - - • ♦ ♦ - -amt. - ow gem, 200, PROPOSED WOOL dle lop dO' jr BU I _ - _ _ Jv le Ar In Ir 17. r _ �/ �l 3tiL r '! '71N'OiiNc - - N► / / i /' ,1 t� _ � / / All ;•� 3 I ----------------------- - -- /I _t •i r / �I F: ISTM40 WE7LAND - .S/L - I r.. __ Ole _ _ _ cC C C e c C C c. Q c c c c c c c riJIVL ........... . --- ------- -' 'chi �c-- _ • ' - TIM le IF mom 1 c c c c c c c c e c c c c c c c r c c c t�i�re _ I 'low - - 0 z LE - '1 / ----- PROPERTY UNE - .-... - EMSTING CONTOUR LINES IRIS TO CIVIL DRAWINGS FOR PROPOSED CONTOURS) fo=00,W64OLM a cawr. IPARKM LIGHT FIXTURE LACE Hi' 25 .• -Qr t.AW 4110 w 11ErAl HALIDE *" PROPOSED FIRE HYDRANT + - AMILLAD TREES TO REMAIN AND •• `�" - "- IRO�EEC TED,SEE LANDSCAPE FOL SCALE l ~ ' AV 1 \ IAF FASTING TREES ON O-D.O.T.LAND (FOR REFERENCE OKLY) CONCRETE PAVERS L PROVIDE PRE•CASTCS4' ONCRETE TE BLWERS ALL SPACES 1 ' 63 , ALOWJ SIDEWALKS.(SEE DETAIL 2_I10) CONCRETE SIDEWALK Az PROV'IDE"ORIGLKAL CYCLOoPS"BRE RACK BY cum-wo#c-Asc+1DE 1 / ._, MODEL Y4.21743-S.b1OLWr PER MANF EMMEDWOff I ETA STALLVLES5 STEEL FINISH_(SEE LILTAN 21A1.0) SITE DATA : ' 3_ PROVIDE R INSTALL.BICYCLE PARKING SIGNS AT / BIKE RACK R MAIN ENTRY PER GOVEWNAM AK&NCI S 9%C FICATIOPa MAP. 2S1-!!tD -9 POR THE ASPHALTW CONCRETE SPff ICAIWN REM TO M'1 2X E: C-G DRAWINGS. OVERLAY: PD " wom DESR'^DISTRICT: TIGARD TRIANGLE S. LIGHT POLES TO SFT Y RACK FRONI FACE OF CIL" J Ile / " (K STANDARD 16'CURB TO BE USED AT AIA.DRMCWAY'S REFS SM AREA 139.8n SF+ 1 3.2 ACRES ) NFAW TO DETAIL 2.1(1. BURDIKG FOOT PRINT: 20164 SF •,r�,'f,,+' ,c ,� 7. FOR MORE MT7RMA7lO+N R6GARDQd(-(TiALti LLQ FEQC1E REFER �� rAR1 TO SPECIFICATIONS_ CI�NC': 63 STANDARD 8 CAR POOL(39E) �76 CO =sw COMPACT(505 MAX)MAX� " ©R WOOD FENCE TO BE 6'HIGH 1e//PT 4s4 POSTS 0 ><�"ILC 3ET LAG CT RL TE 2 LOADING W/3f4 W CEDAR BOARDS IN"GOA [3 STALLS TOTAL 1 9. LOCATION OF TREES TO REMAIN TO BE VSD PRIOR TO E WAY•e 71W. REFER TO TREE REMOVAL PLAN FOR 0WORMUMN ON PROiFJr•IM OF 'TREES TO REMAII9. t'ARw'>r1G RATtO MIN: 2.7/ 110)SF = 1155 t r •.r / (KK)SF IM = N ' CA GROSS$F MAX: 4.1 1 PA5P6t1fLA1106 Seipp*at Parivl*tAws: 4"Wile. S M COVERAGE r • 9F: PROPOSED 311.59E c FM%'MAA. " 12Paikie�E stag S Bine and uble•..ks umd LANDSCAPING AREA, 64,128 SF GROSS(49.3%)jo-WIN M9,QUl9�7'59W i in ADA Gteid kmm �e par ADA G Adrk L 060 Be (w/o 3'CAR OVERHANG) Corbs:4"YeDow►at w 1i gmwL BOX PARIUM: 3933 x .0511000=2 TMALMR4WUMM 1w -At k. 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I�GESSED LLS:4T S a ,J fes- 140BY FDMREALIIII 4 �, '-° _ _'- '___-____'__- _=_- r s�ststxtsstxst� 1.��tt'i�.�' •J : - : \ Xi<L1, ' �XY._ IL _— -y�__.•___ - __ rt- -. _� ,`� ` /' •jam r xx I -- -r_:■:9 !!!!�l21YR71•llTlS!' _. .77�- - - - - - -- --- --- - -- --- -- � � T..-= 4 — — 1 1 . ► • G�' TEL `'\ Jim / \ s IEm ' 1 _ 103 4 1 I I 105 \ �, REFLECTED WOMEN ------------------- ---' 1 115 i�1[mill \ — /' \ CELTIG ` ® ® — 104 ^ - - - -- - - - - - - - - - COE STRU CTURIAL E 31-EAR ,46.1 ! • -r 11 SUITE 102' 110 ! + CELNG GIS LAYOUT J .1 I i T8 1 4"RAiN U.WTr9R n ' 4x4�IjgW 8LE STRLICT. I fd , � awLocoTGrre 1 I „ _pMSION: - I - 1 - 1 RD >� L\ REVISED 04r2a00 — Rte• �'-v a� 3=a• 3�a'c• so as s:o A6] a,• � I. ALL.DMEP131OKIS TO FACE OF S JUb OR GID1COupKNg u No FIRST FLOOR PL,4 Rz SEE F>-ER1OR E EVAT1pr46=oR.L* —I v8" t of 3. PRovrD!4+N87ALL OE"ARECE-Meen PRE I CA1511'ETNO AS DIRECTE:3"LOCAL=WE a. FCR ALL PEt ETRa 10*L,°rt, .rOUR R,�-Ey I Lu1L LC DFTAL A315 FOR g1fE C P-00'4GI. lllAl 11 TY�P�f� Z 75 3x3:2 5EE 4'�F;G- _ Q O > F_YTE'Q1OR CC"Z II s�G-*L1-- JRAL—OR-AI A L. fIJT1ARE'3 5/8'��Ci 4'ME'A1 9 fG WALL+:m'C:�/£+:8!a a' ^,E 3�r-C i, Aal-'/E DAT,: 3't�STAR S'R1f.�ER d L.�NDMCs._. FrUSb+GEl^iCt!R 3 FOIL FAGE '-`frr9ilLA G►u TC L.ld:7E"¢bC WELDF..D FRpr'� C27 3 5/8`:5 c,A r�TAL sTl�WAu.<<'oc �.�5 8 GYw •rt.-Eac+e Ol?AWN BY: E�-*+cu TExTueED ExTFR1pR FNIS� sYsT C✓L-R:r .-�c:a c•, MAF 5 VS r-10 - - a-G OF 9TRLCTURE 0 EiCTERt-t 41&-13 FOIL.FACE!s4 -1N6 A.:C.�a�� i -- 3 265�//0� S GAA ME�T�A�LL 6,LV U AL�Ly�+�:<rcl c.W1 5/8- �s-/��roc 6 _ JOB NO: 2()014 G t.—/uNp A E MSM ION Ir�M "0 J.`K M Tr ---- - , a� !�,a r�a��3 5/8 22 GA r1ETAt b�L{D�1ALt+�4..:;�✓=s- ,�s sus x� SCALE: /g^ •-0•. 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' I _` Q 1314 I/' �' I 1� \ / ` (��TMR PLAN } 104 PLAN vEEL� 1 1 & —4== � p NV 1 ES: r� er rrSl: r•- n-sr `CMWW-0 PLANS - TYPICAL RESTROO"Ia ENLARGFmr) M.,AN - 'nrcAL REETROO -* f lc VC' -AM.4-/a J*;-=9--AL spa A341 AIEACGAR "VowANuOarwA+ mac-! sE.Ruree d 2 ,; 3 _ w. r^ . .w•r.� �, y■tel-j► M..• D1Rllws a+. „ems,.- f � t � � 111111 1111111!+ilii! � M., R'' •°� '' il,I�I! ! ! ! , hlr,ill �' � � ! 111! 11lIIU�IlIlIll II:IOIIIIIIIIIIII11iIlllllillll fiilflt�illlll .,r I Illllll�lllllll IIIIill�lllilli llllllll'illlll lfll�lllll 11111 r Inm mrlr a rnrl t IulrrrinnlnluTiluuld�'llultl�rnlhTdlnd��lnd•�Ii Ind��ln �� s blliil ilu dlAdnuht 11111 nrrlr1 _ _... ,.,-•.._ ..,,.. ,, .,.a :„ • r � , w+Mw.,ww•w�•�...w.�r,,,,. -..•.++...rera.w�w„w�'rw�,.rw�.rr+Mihr.. .-.•._. .. a„... ...�,,... ..,,.r.,.. ,. •� e• art ' 1 1 lo 8f 1•W,QIAL 67f1i'1 T YY M'P GLASO PMS arm- FTU GYP BLS d •rN All M AL IM CLOSURE PANG. .�. r• 1111110 W PTD GYP BD 1__TF ___1 _-- - r -- -- - -- -- - _ _._ —ALL"WI,OOW SYSTEM f �r UIDDAW W r �iVATVh* �- LOWY �1/�4Tk71ta - LOcl�Y o• Vs•=Fo' ---- 10TO GYP w — --�` GO'dE L�Car cT1r[s — BuLL�1Cs DAEGTOR7' i� * [� 1 I I v— w l b8►WNDRAL SYSTEM W/TeIP.CA-AM PAt BS bf? - -- pro GYr BD O 4 I COVE Lrab+T1NG j V __ BtLDINCs D�TOR1' � � 1�1 11 00"', L7 MTL_STRrl�Elq PANTED,COLOR TO WB RIAM ex 3ELEC-ED !!Y AI®C,:4TEGT 4iC91 CO*1C DAM-PANTED UX011t TO EI..EYATIONS - LOUSY BETMBY74 � 3 iia••rte• F-U:.VATIOM - LOWY v4• r-o• 9 1 F' ''�)GYP 50 ' SLALLIANSCOTT TE - SLATE 9+b L l Uff&.EVATION. A1.' 20 IN PROJECT )LIA.VOL 1 PGS--yrtCAL, / r MUUNTNG I-E1G 15 ANO CPIEA1810N F A TOLET ACCEa6CR1ES. 17E"OND ; �! —PTD GYP$p 2 CONTRAG'OtQ TO F'1RLT✓IDE 2 SETS Cr-8�c10"PAJNT DRAWDOWN � OF PAJNT FOR RNAL APOR+:JVAL ON WM AT TME OF 51�T M=K REVISION: I / � SAnPLEB OF ALL PANT COL.aeB TO A1EC11TECT B�oRE Pu�cl.wsE 'U%Xe R 44L P '•'EWBEL-FCTION AND LOCATION OF COLORS TO 0812?/3U PERMIT SET SLA&* -- SLATE FLOOR A:IC Al. 4__ SLATE BASE REVISED 09/)_0%p0 �L�YATIt�N� - M�'N va••r-o• KEYNOTES : Q3l1RFAGE- D.TOLET PAPER D*PENWR OSPACE Mr0.SEAT CO/ER D�� OSL WAG E'TM.PAPER TOLLEL DISPENSER/TRAS1•a RECEATACL.E K — O C-0-NTER TOP MOWvTED SOAP POPENSER �` P GYP flp SLATE IWAINSCOT .. GRAB BARS Ui'E 42" A7 a4LL SEYaC) 01- , V , i -- - \ �/-' �°•D G`'P r .0IRRCR 'OlO PTD G BD j _ S DATE: ! _:� - i T DISP�sAL. 08/I 1/00 K t BACSPL.AC04 b f _ � TOILET PART rnCN � e Lin i *- URA WN BY.• JASLATE FLOOR AND O VENC-cotA. Aro SLATE BASE SLATE BASF: -r--T JOB NO: ?_00l 0 g p. G. SCALE: 1/8'. = 1,-0„ EL�VAT10N*5 - UlOI'1ET�1 v4••r-v DRAWINC, TITLE: s Ir r INTERIOR ELEVATIONS Afial _ I iw ow- ► ID 30 llil l�IIL! 11 IIIII111111!III illlllllll!!!!! IIlIIItlllll�l! llllllllllfll `� I - Illf�llllllllllll lllillllitlllll iliilllillllllllllllllIIII 1111,1,1f1:►1 IIII111IIIIIIIIIHiIII . IlllllI111111111111111II IIII1111111JilIIIIIIlI,� � aplli unb6�lr�� S 4 rn11+dIHdm�lnnlnuha� I� '1- .y CaMMENAL �� 2 by x� KEYJV --�.a.4..�-D�.'1'swR°;�� ,r1A. IV e , a A 4- • • 'p 02" C2 �P" `� 7W STA as DIUU.DIhICx LCIS.+lSBfi�fh11OMl.i* �T�f'PICCIM STEEL; A61H A36M-Y.360"Fo) WKS"NOTED 0TWERIMM r,B CGLUM A61M Ab",GRADE b•epr• 4bmp Pae). ,�*y 4L LLl XTSt A67M A"I Lb .ESS NOTED OTLEi� N UA16 OASED OM TSE A Ap;L>oRfLil�' a*CRtttEl"OF 1%,W Ii91BT WELDMCs FER AIIJ6 STANDARD6. EIVXX ELECTIDp10E AMD BY CElTFIED EXP- 12 31 00 Fm SOILS REPORT t/iFolM SUI,'DRlrs CXIDE MN AyDpITIDAI 1iD�ilE tDEI1®t1dA1 q,1illE �.CJ01ft I.oA1D6 MRS WED FOR 1Lp�t1,1 L49:l "1 lillm UAB ALL aMML TO M4�SHOP COAT. -ALTERNATE `• ALL WORMED STEEL BELOW FN*4 GRADE TO BE COATED II/'i1Nt ASF 4ALTIG A RCS 2rs R"d°SNU01Y •SNLAW DfItlPT 416 MM131 ON 1•AM PIM(.7R TO BAC]O4LMrs �SMOOTH DOIUEL x 2'-0' LONG � e • 24.O/C GREASE AND lUAlAP t Pf.,COR. So FW.LIVE IXUD R7AIr.20 qW IpAwimoN. �l FABRIC�4TtOPl AND ERECTION S++AIl !>E N AC.C.OIIDAI�iCE IfiTNr THE � N CPR END OR PLASTIC COVER _ � ' ww Fw .live LGL4D � • ONE END - • AiiC >eFEC/9GATIDi1«JR TAE DEaICA4 I�AI9RLC-ATWN.MLD ERECIVL ft OF �• "AC 1ARAL VnML FOR BUILDINGS,- KIELDMG1 SMALL COFOM"TO TIE AII16 r + t 1 ALLOWABLE SOIL BEAA*6"ONIMNE:2%W W.L AI'M VOLSO IOW Or 6EO- C�FOR AW_ ANri GA6 UELDl,Ys Mi EIIJ1l.D+NG CONWTIeilCTIONI.MC SMALL •• C d • • •• • - Dt81�1 DAT® JLNE ?2,2tcR�ipJ, ELE'!A6•M OVAL•M 11'LEG6 OT4JEtW NC>'TE'A- WELDWo SwrLL BE BY A�Rb t C UEt.DEiRb. P"EaL'k-"W SELDMrs PRIOCZ0UWG AIIE TO BE U GED. ... � - s G S�s'lIG 7APE III,ft . `S (SOIL MOEAF+Il,E: 'r'!rPIE DO C1R NI ROCK Pi WN TO FAeRICATIOMT b �� TO TIE AIEO►�iTEGT/8� 1! �� r nye 801L6 REraoRT WILD: W MPH - E�'OSUAE B IMLAWVA VIA-CRAFT OR:APF4Wv D ECAAAL. T'R46 TOP C4101RO6 TO r.. !�DEBIOED FOR TI•E FOL.LOWWa Ax1AL PONCES, ML ADDITION TO on4M 2 CONSTRUCTION JOiNT 3 :P L / j,, 3 rug e�.�TR.�eTOIe SI LL FIELD ,, ,�n .all�al�l ecallal lmw� � c I'-tp q-] ON'1!lI61ON16 AI► ELf VATIOAEs. 'LI.{c _�91 +oALLL +IdrnIPT• n4f SCALE: 46• • I'-V W_Jw, AI1111111CMITEGT)04rA EER OF ANY DISCI�P`.bMI0E3+M1R1�r1 C�A"'IJflI1E$I.iQ1/IM Oy Rte.JOISTs� ar TIE ORANJNrab PRJOR TO T/.E 6TOJ TSIF'Uff JRCRWC. INWWC . 4.311t(ASO)iJ ALL ANC44ORAGE LOAD- fWA&BOTTOM C✓rlpllDa AND OOODC104G TO BE DEEM FOR W rr%4 r• INTERIOR I ( EXTERIOR TW!CONTRACTOR SHALL BE i"4ftA&M&9 400�i OrAWIL1rr aP rWE LL9 VOIL lE D OR 3 "SF MI~NET 9040 UR-FT,IN AODf WN TO oTH1In DEW ,#4 •.• OM AND EX*rWx S7INAC'TUAES MAID UALLO SkUM11Cs r4gAdpftC1'UL1h 14.E IDOIiCE& CONTRACTOR TO PR CIVVE ADD171404AL 7ftgdft AOO S WoNDAIs-y � $"%Cn,NE SMOIW ON TAE DWAW^"-16"9AEIN PM OrABIL1rr /R0*412 FOR M1EC2.UAN1ICAL, /S~411CLE1l!LOADMIG BY OT4E1R81 r i I 16011101111110 TWE FINAL CONFtCARATI IN ONL+r'. JOIW SETAS TO BE 21t' DEEP, N SNOP DRAMANG6 6t•UA1LL EIE 8W11 I I D 10'U9 0M,UMffCT,&N&WESRE PRLOE To FLOOR Jo1:lTSt I PANEL FAINOINCLAAATION AND CIOV412 TAE FOLLO N9711 1ILCTIM Ww ALL99rR�CT4{I�UL IMV*, JA6T SEAT DETR1 AS NOTED ON PLAN. 3111111 POTAL C.ONQETE MX OESC hNS•CONCIMI E AMP frye r RE9WfoMC111161 � a -I`- ---+- - L�r�+T 4AWr#r'RET.aI. aTwa 6160" BE of THE suE �wD jr .ab&.olarR cN 940DOED STEEL ITEMS,STM CIU"L SAMUEL, FOR u GA AND PGI SEAM, AMD %a DIR AI Ifab- b G4 aTtx?a_ THE METAL 6T"6"" BE MANU F CT1REp BY A MSR I PREIRA 'ORED ICATSTEEL .Sok" ANp OF TAE METAL STUD PMANUFACIL� A660CAAT IOtq 1"&W1A; I SOLID BPI.OIL!TYPIC-404 �- •0 CONCRETE PANEL (GR011T F TWE 'SHOP DRA #ArAs DSR�1,On•Q:c'TO 1649 fi' 11 OF T-a /T'.33�000 A'.+30,OtOB F4 FOR b G4 AND 26 GA.SILOS. f: COON. 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TLT4 CONG PAJNEL .PANEL rr P 41 T -+P GONG.PA4L _ ~ .r FIRRR42 t N&A.ATiON I y jrgk i / 6311 TO 15E WTALLED _ 06313 !rl,Arl's�s f MMJLATION TO W WALAJV UAW TENANT FIN16F•E6 J r WIT{�nwtA FlNMI is-� ' •�� ' saa•as : s•�•apaaasaa �:. aa a , • � —�_._ - '' r D1•f •OGC7SJt'IG1�_ ca 1Nfs . �ayruau�a�►�alb��N�n��I�lu��Wluaaa 11 r '� , (I y •ari.•a•�•ua�yun•uun$wide r �C1RJW-9 TO 15E"TALLED NOW �— MM'.ipLl�atd9lw ACAMOMG►L C-MU G TLE6 TO me"TALLED AGOU6TIGAL GELMG TLE6 W11{�1LTJ/�1dT 4JO EA WMW TENANT 101 I ES i 11 REVISION.' �W OM Sys sur,.uatNDow s+ '+ ALUM.U",OW 6YSTEM 08/2 ""I'I'SET �I I 6.312 i� REVISED 09./20/00 I I II I •_ � Q _ 6314 tr - - �----- 6EGOND FLOOR r . � s�'!�fiprC�'►-- �1 `I`I ^• --- ►• 6PAHDREL �+ 1 M I "" it - _-, — ?i• di Jw_r � • I � II .�.r i.l �� '1 r I li •=r SEE 5 PA---,CU PAr1EL , ACtlib'PL'.Al. v I 1 ��" � '�I► II �� 06311 ',!�8T'R11G`.DWGS / ItlT..r'•RMK"�PIMt� � .v ____ - - 1 M li •� I - , I ..• :•.•.�+,h'.q __--.. � I � ,r - .- ... r s i r w t/ 1 •a •■ .■�a,�.a■a.r q■�•a� ' I I SPANDREL Q �� I IN&A--TION ` ae 87�JOET W/ �TeRIG7lGRADE I ♦GOUs11GAL , G C�fRD __.� I ,oGO1JETIGALCELINGGRID Qr�'PeD 90� I gr' I i TO DE METALLED NOW, r0)�Nb rAu�^ra. ACOU6TIGAL CELMG TLE6 AiGOU6'TICALGEL�n1G'�L�9 we r0 Et MbTAI�e� TO Be MCTALLED DATE. 08/i l/Oil ,1A'4+•f+a1.1,4►•iT�r�191-SEs WITM TENANT FINISFIE6 wow DRAWN BK JA 3 5/v I'm_STUD!24 O.Z. 3 5/6'Mn-67UC!24'O.G. �'�+w� IW 41WI PM FAGED BATT NOUL W/R-II FCL FACED DATt RJ6lL !OB NO: 20010 f�rE G'i'P DD t0 EIE RJ67AJ-I.ED 46/A GYP DD TO SE METALLED WrRa fEP41N?FIN6FE6. 6312 I WITH TENANT FM16FaEE. �f. s.- y— • • DAt'11' SCALE: 1/8— 1-0 1�'i.N/ E • —DAMP rr � r �,�, ,�� •.`.,, .!„� PRno��,G ;t 4 GONG ECAs � �� DRAWING T1TLE: y / Ir 4►�.C71IC.9l AD ' FRUSIA GR DE +Q-C AFF * a GRADE T�{7 AFF •• r JpI.AD-<ia APIT� oR WALL ►I ► ""TFLOOR i - VAPOR E/ARRIER -- VA^C"R�',dl!}lEFc .. , to.FOOTIJ4 1 T.O. TING MONS ♦K M ±y!i r �' : •: • • .•,a y�''1a y` yt i� t�;. . * a i .d�►�y�'� OVdR 4it GGA fP.Gl AVEC fit'► ppw OVER b'GOMP.GRAVEL :.I• �, ::' ME ry .�'` ' .�, �t! *•." '1 .., • F k ► aj TJAI�11. C4:W-OT62 WE 6T�RUcnAItGAL DDR UJINGE .p ►f..: C404C.FTG 6Ef Ef1lJGTlJ1�.aL. AWrt•1Cs8 :F p r i►b�?!' il;►t: }i bi :Y.>w►t• .};, :; jos :}• 6,1a,GnOtAL mileh L 3E�TIC>N �4LL SECTIONt1.4 . �iG 1" oeddd� A5*2 L ab �r iia -r-o• ,.. ... i �`;� ,>..x•+rri•1'V'9e"4•'+�.,. r -.. ,.,. .r+,yvr„ xr err-m:'rR�=1.t ":',,...,r¢•n: �e�"�'�° Mi'Jly;. +i•T'�%YJi'.A{bti'.,...• . . - s 'b+i.Et•iIC'�,�d1�,11: .1+�1MMtl[f!!�►,,, ' _ .•...-.. M.... ..._ ... .. . .� ' ., ,r..x-: •,rw •.�' -rv�B�Ha�ra:-.rrr '��'gr.9�b1rt 'rcF�:r�37" Kr' c.. 'h+:' t" -": %_ .,.7Gs. ..., .�a.,,. ;,-"IP�,s:.,..yUevl9wvexpa`eSV� ,,,.,r-.,,,tte ._. `, ... .......__,.w ,M ar' .n.�.._._.—._«.. .. `• � y -- ,' r --I►, • ..' _ ,700 ___ _►-_-__ _ o t, IIIIIlIIIII!IIfill IIII Ill ilil�l,l �I'lad'I,� lillll0�ll lll��d��1l lll{N �fl�� q �hIIN �' `' f flll!II I II ill l►l l l I i l l l! !I l i l f I III 1111111 i l l i{I I(l l l l l i i I I I I I I I I!1 1 1 1 1 1 IIIIIIIIIIIIIII IIIIIIIIIIIIIII I I I I I I I I I . � ! �1 Y � r � ��d�nN� II I I{I�Itirlf Illilli�lilll I III I� ' In►la f►I► I �� I �I ' RI �� til '�I � • . • ; mlt�i nail I►d�n►►1�nnh ►nulw ► 1►m►h r nohl�lonh nnh n :,.. ..>aiWfYF w..•.'.^w..-. _- .._..- -... - .. ,. - _. --.r.-sr► .r .... ..-- .w .- .- -._ ._ .-._. . -c--.. ...-• ..•---r.. ar..rw.r.,.-,...r.. . h-;--Ltte. y ,^ -�.. ila/r .r,. c FLOOR FRAMUC, PLAN KEYNOTES: w_ mom I. VERCO COMPOSITE: TYPE: 'B' DECK. FORMLOCK 22 GACaE STEEL D=OICIAIG wITw 36y' A CONCRETE SLAB (TOTAL DEPTW)wlTN &x4p-UJI.4xwl.4 UAIJM FOR A'iTAC,-R T SES ' rr �i L)ETAII- 14/86. 2. (3: "d CONTINUOUS AT PERIMETER OF `Si Ala, LAP 3'-Q)' AT SPLICES EXI•END 3'-p' a PAST EDGES OF CPENINGS. 34' CLEAR FROM TOP OrSLAB. 3. L 3x3x'%xCONTINUCX* LEDGER 8EE DETAIL 13/86. 4. L 6x6.c3%xCONTINUOUS LEDGER SEE DETAIL 11/86. COP 7; 5 FLOOR JOISTS TO NAVE 3' DEEP SEAT. 6. FLOOR JOISTS TO NAVE S' DEEP SEAT. 1. T8 3x3x3A6 DI6C.ONTIN0006 BLOCKING. 8. (S)S BAR& C0NTW4JOU6 LAP 3'-0' AT SPLICES. SIAGGER SPLICE LOCATIONS dmr r dw aw a am r f i s dw dm r' Air& i 900 r im Map w w s Ii A PQ 1 2 3 4 5 g 7 8 w dft I I I it I I I� 04 i TYF. I I I a - -- _ _ _ wl4x - —� �, � \ \ � "1,00 CV AIN ry i 1 �r � \ ol yltu \ ZI ao ar 1 I — xi! TYP. I + I \ \ i IZ GRID G nIF1 op -4-NEL 28 lug r -z 7.0.3\ a _ -6%' \ I I I � I F1.0� JO13 T I 11'rM I I I I I I I I Xr -7 13 I / \ OPP % I I ab \v+�5 \ / \ NAND I� U ' I `�. � 14x2L Mill", Elf oE -- - \ RIM An loo OPP 19 TTP sloolm SAWV" Mew /um�: OUT JOIST LOAD pE31GiVATION: TOTAL LOAD / FLOOR LIVE IPLF% !t11'y1g1.+tD FLOOR ELEVATION I3'-6' AEIOvE FIF257 FI Gw-AR \DEVOTES 100 PSF CORRIDOR /EXIT LIVE LOAD IN PLACE CF L!6'TD Lf7o£1,�C4r� T'016 CF SLAB 0'-C' FOR T1-IIS PLAN- JOIST DEFLECTION CRITERIA: V LL m L/600 . fiOlm CF JOIST -311' TYPICAL UNLESS NOTED OTNERwISE (:97r� � \ � fQF STEEL (t.O.SJ AS NOTED ON PLAN. Jo. SECOND FLOOR FRAMING PLAN e0B-2FLR2 SCALE: 'ti' 1'-01 S3 'r.... -.--•--i(�� .. .. ...__.....,.......-.•......M14Mw.. .. ,,P�..-.........._.. ..._._. ...1, *� t..� �, Sao.' ` 40VA ~. pu VAN a�N�NN��pNp�lwa III!I)IIN�IIiI�Ilil!'I' IIIIIilllllllll ILIIIIIII II II ! 1 - - I + I �- I III Il�lllllll,llll IIIIIII1111��t wn�lo�Nl�nl��lnilll ,�;.,�I�I,I��;III � I' � I I' ` � �� I IIItIII�Illllll Ilill.�lllllll hill l�lllllll Illlllillllllll (IIIIIIIIIIIIII Illllllllllllli IIIIIIIIII IlhrT'�►ndr7l►lrurhTGlmrhr7lr n r ndr lnd �irnl�i�uuh unh„r7r �to-flm,noMal mdi illopl�iil /A 111 /r r. VGMW 22 eYAUSE 'WGS-36' e3)ep.df1 hrikip l'f UTN SWEAR TRANZ WITH (1) 1i2's am" WELD*IM°SWEET. TG- .API WEL06 • 2'-0. O/C. �p,ig 1 v11111111Ci Z Cu" 'WGIS-3W C3)SIF.AN "ItoPI&I WITW NILTI 'X-EDNK22 TWO 12 HSN' PINS , !►� MwO IPS MTTOK RINC14 5EA`fS • -O' O/C. ' 3f \1401 i 3/ra^w" 'D-�'OR'QOK' MET1L Di'CKIING WITH 4- COWCRETE COMPMITE SLAIS TOTAL DEPTH WITFI II cAC.4 WAY IN THE CENTER OF THE 6LAM. (1) '• EXP: 12/31/00 Ptcz ie uEL06 PER 6141mT. � 4 1- 9 016CONTIIN►10L6 9 11WEEN JOISTS.WITH (2)%'1x2-%i EDI'1ENT Ri11*pft 0'%dXX E-ALL' 6TLID APC--b ORS EVENLY 6PACED AT EACH SECTION. iE jv� I—2� 4 L �. A96GE � LE y'M e2)J016T 13,AY5 IwA6T CORNER. SPLICE AT J0I6T WITH It 1/4x2Llx&-9' is 1 ►� II rl r �►1 �; ,, G E9567014095670140 MM*3Ali►'ft.LET ILM rl AT EACH,END. 44WO ow /r is 2-joal-padli D16CO%Tl itxxa 9LOCYUw& � T_ I fMi / PIEC5440CAL SCOW%SlIP1AC)W DL - 6M LDS. r w S� `�� d, !.// 1 i3 2acl•s SGr4. 'r Aft CANGAETE CURD.COORDINATE Gli'IEN610N6 WITH MECHANICAL WIT so -6r lV/ cif SWPFqAm ��rt1D©LE I�.DIi.(T)M°ER SHEET. �s SUTOIfII', SE DETAIL 14/51. IF pow -' IZ JOW SWAr T'®TRANOWR 4$(460. STEEL)SEISMIC LOAD. 7b i �1l011 'r J1�=J .15 M 40 AW dirow 409 jr low L I 2s Iri sow f dil �. E--4 Tom a IR \\ - Q P464 s T s G 0 Se'�r I rrTT,, I 0 1 I I 11 I owner C-4bapo ,Am 1 ! 5E: ON*4EE'90- v , _ -- \ r r / / 1! _�3/�`�4'�� I II II 11 II li �•�� 't %� �� dp or ikt 1,rV P it Iil \ t+l j; T .= it DA77i': 8-25-00 moi•� � I �, / DRAWN BY.- JOB Y:JOB NO: 0144 I , SCALM \ AS X01/111 DRAWING '1777,`: ROOF FRAMING PLAN 'JIG7ti napr, SE!!►.AST ice,"=...E!'ffi:...czwcm Z 911 —10M,?¢gyp TOW 3+43Iq.dXW 01111110- \\ EC--CP-OF> ' _X91: '� ItZf'Px$ roCTit7o DRAIIING NO: S4�'.� �'`''i 14rCy �,�i�4► r��sr.>we�wauLs IelELaaru� '..ems .` N""- "� _ ' Off :ar,...,•,�„—.- R W I�� p pm yp ppb (, ISI II�IIIiIIMI ��1111!IPf� I�fl!PP� � � I I I I�I��I I I I I I (Ira I I I A I I I I!I I !I l l l I I�I I I I I I li IIII )Th oil r cos, - ^«uwrr•:. ..a... .tea - ,..""+"""+�'—"per------+r +.�.-'+w.�wr.:.... ,,, ::,.. _ _ _.•—_.,..._ .- - - - - _._-,.,, F PAM. KEYNOTES: _— ►s.o� IL % s W OAC- E40-4 WAY AT C D(TER OF PANEL. /� 2' e2)'S • PAML EDGES, EXTEND VERTICAL. MARS RILL HEIGHT AND HORIZONTAL BARS rn� rhIILL WDIC11rL+, sstr 3, olor 461EJa. r A ♦4 4_ A SPANDREL• SEE DETAIL 161" �. �3 Ti 0 i. 9 TIE$ �b'!0/G �- (4)'S ANU C,4L ANO "2)•4 VERTICAL. EACH PANEL LEG, SEE DETAIL II/58 FOR SFACING. EXP: 1231/00 a (0)'S 'AMC•AL EACµFACE EGl14, Y SPACED IN PANEL LEG OR 12' O/C, SEE DETAIL 6/SI. ! '4• 1112'O/C EACH WAY AT EACH FACE OF PANEL, (2)MArS. '-'ER1''CCAL, (4)EACH FACE. SEE DETAIL 10/91. E (iy'S`I WOCAL APIA (2)'4 VERTICAL EACH PANEL LES,, SEE DETAIL 12/38 FOR 5PACING. It?, liJl IYOAYYZOWAL.(3)EACH FACE LAP WITH EMBEDS, d1L, ` CW00W 74,SEE DETAIL n/61. o. (3y S CW CSD TIR,SEE DETAIL 11/61. _ s_ i (il 11110RbZOWAL,(3)EACµFACE LAP WITH EMBEDS. Er_ (41 CW000 TIE.SEE DETAAL 11/61. v All_ (I,Yr VOUCJA•,(4)EA4C 4 FACE • 6• /C; *EE DETAIL 9/88. IM. (4)$VWgr"L EACµFACE • 6' O/C, EXTEND 4'-m' PAST TOP EDGE OF OPENING. o � Q IL (4)do WOWW ltA'AL- 30 44 r" i'O/C. N w � • ? 6 S 4 3 2 1 X11 I I w P N / 4*141 - WE PANEL 4 SEE PAIrEL 4 ` SEE PANE;.- 4 GM P,411E;L 4 , z If o 0 � f AL. PANELS TH16"VATION ArTiON , t • ,' E,45T ELEVATION ALA_ PANEL.6 T.9 � b E1.E VAT,ON 6CALE: '-j' • I' p' t++�QOIEIb.t,�_,'�i' 1 10 12 13 " _ 2 37 SEE PANEL 11 SEE PANE- 11 6EE PArIIE_ 11 to 4Tr)i ¢ a 13: L f PANEL ANEL P5 SEE PANEL 15 i Al s 2 — - 6 2 n se IL tsili�►Yfi'I 04, ALL PANIELS 7µO"YATON'[Jr41 .tt,■'1 f �"��°" •�'�' -t �� SpUTI-4EA5T ELEvATipi`1 P' S' TSE Ei$vA pV G ALL PANELS THIS ELEVATION O, TWKI 6 ,t • ,%' ..pUT+ 4E�$T ELEV,4TfC�N ��.�11>l: �► a-vD tis' THICKNESS, t • 1114' 44 m SCALE: • • I-0' SCALE: 'ii' I'-m' r go I I I I 'S✓ r I R II 13 .131REVISIONS:J I •J J I 12 ME "'ANE.. Z3 ME ANC.20 SEE PANEL 23 IEPIE �3 SEs o AAEL 23 -" I •`7 9 (S ' \ �✓ - r// �I I i TYP. DATE: i I 9-25-00 f 1S Q 4 n1 DRWN BY: 3f8 i r` -+ JOB NO. 0144 Ita 4 / 1� AS SHOWN fY"PIGAL �EGTION SCALE: _ 7 _._ i" � A 1' N E W D LL \ DRA171NG TITLE: STRUCTURAL __ --- - - ELEVATIONS ti�'t■' NORTJ X6T ELE //W"RON 5►4EAR '.uALL ELEVATION T14 RE✓ATON%40000,t s 1101*1 SCALE, 14, , r"-m" W E.EVA'1104 M0041555,t ■ 9'i4' SCALE: 'ii' i'-0' S )7 0 7660 sw ewda w. 8UP1o0o•M" 2601 r 40 04 ►r �� IIII�III►�► Il,lfll(I!►III► lI�IlIlfflllf (I .�: . . . 1 II�IiHfllllllllll tllllffllllllll f .: IIIIiIIIIMIIIII IIIIIIIIIIIiIII fllillllillll(I Illllli�lllllll lilllll�lllllli II!�f!I�IIIIIII IIIIIII��III� !i'a�d�i d 19tl I �� . II Illltllllll — _ - .._... ._.._.— v ....-_ ... _ � `. .. "'(' M11�iIrM�ID�r•�..xwr�,,..,' .:.rYIIWa..a..:n.•, ....y,a... ...... ... , � � . ' + !L• . '1* r..1 7 I 'f mac, 4 M. lit tWr o u�1. a I . I• SEE DETAIL 1/" WF COL„ Tb 3x3x'4 COL. /'"OGLE LEDGER Ems: 12/31 FOR COL.CONN / L 1346 CJ�G ALA& 24 SEE PLAN !) x5 x0`-SEMBED No v<TYP. G0W_GEIE �RLOOR GLAD M PL/E1 � 24 COW. GLAD I'-4' (1'04441' 041EXP41' a GE FLAK 04 •O- I SEE PLAN }'-- M jFk d1b.3c -7 oiiileo w I'-4• 4 STAIR COL. CONN. uF�GczLIIK • _ 2' CLR ' c ' a + Yr WE R� '�i sk 12'O� �1 11 TYP._ � . 6 no6'a SCALE: 14' . t'-O' • .. E.4 WAY,YiE (2)5 • TOP (3)9 TIES • TOP, TYP. i• 3' + I/ G OF UALL V 012 GA. DENT ! W/ VERGO �®Cs�1. d-FOIiMLOK 3• • A ICY' CONC. TREAD DECK W/ 31/3' CONC.GLAD , 6. ... dLOO(ox, • 'Q - •(r' END IE a 3• UP BEAM, IliEE SEE PLAti 'tL6116E IYII>yfb./►1tC7E1'14+ /' tYP. n ' PIT WALL 3' �� _ C W_ SLAD •N'AW,(,tW"/fin AM > 4 BEYOND DECK LLI/20 3 y' CONC. SLAD - ---- w i' 3' 4' Ib xl8' PILASTER CENTER s,ar X11 bEE PLAN-� r I�plS y >rr UNDER COL.W/(b)5 VERT. NOTA --CIOx153 ..,, W/ STND.WOOK INTO FTG. I SEE DETAIL 2/56 FOR STRINGER (y)•9•+�iYI1R1�IM6 •e, C,URIIII►IMATER '14 Q'O)C • 03 VERT. TIES • 12' O/C— j TYP. ELEVATOR PIT IIEINF. N FOR STAIR •-� - 17r A ,rGuAjr ( 1 W • RAS EA WAY 4- 4' THICKENED FTG. CENTERED Y \ 2 L3�x31•�xSMrxi'-', UNDER GOL, SEE PLM! FOR SIZE WIJ� • RIDE AND RUN SEE ! �1mw1'-�',w ,( \ lU EA 61DE W/lb1 'e I ARCHITECTURAL CIOxd3 GIOxIS3 ��BOLTb r' S' °• ' 1 CIOx153 STRINGER AT IP L Jb1W Wa . • It N GAP Ijx3/}x!''-3'k}• %'e.YV VO,Ar CIN" tP � TY . _ �, ♦�-�J'� � etr •' T e •• •• •. � 1 )yQTE; FOR INFORMATION NOT CP PL'b'M a 3'CLR I COOINDNATE W✓ Y TO, 3x3x'/4 COL. IQt�NANDEIitIJDIESEE 5�1 FORT STAIR 'r P'1./dli Atl.1!!1>l¢ i! �Ir CCW- WALL PANEL � ELEVATOR G1J!"PLNeJt 1 UJF COL. FOCT,Ncz t2'N ELEVATOR PIT SECTION r.3"N ELEVATOR PIT SECTION 5 STAIR CONN. F, STAIR CONN. � 56 - sr�:�Ir .�I.,m• �-= Gr:ALE: >'a' . r.o• S6 �'-M , • � � lL � BEAT"� CONN. SCALE: .� • 1'-O `J'�D nos"w SCALE: �4' I'-O° 5�0 eOe-� • GCALE: 4i - 1'-O' 6C41-E: I' . I'-O' WF COLIM-- TYP. , r Ji ,J Iii 1111t.4111111111 TYP. I'�y• TYP. 14 WF JOIST WF JOIST Zj 4 SEE PLAN SEE PLAN �. 13' TYP. O ll, O .1*r'ww. f EQUAL O `� p„♦ O 1 E 110111Y,"�"LO'��0 EQUAL GONG.FLOOR SLAB, O O W/#'s ASK BOLTS, O Iii' Mr ? O I O $fc&. 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W 2� �� W 3>a 24' (p) W 24 IS' 15) SEE PLAN SEE PLAN � ..: W 33 2'"f' ter CONC. WALL PANEL W 33 2T' (9) WF BEAM, SEE PLAN E3 BIRDER / �" �% g GIRDER COLU�'`'IN CONN. 1¢) '1'P, UJF BEAM CONN. 11 LEDGER CONN. 12 SECTION � SECTIlON ` — - 11111111111`3111 SCALE: I* 1*-V SCAL Ir • Irk ill" WALE: I' . I'-O' S6 MOR-28 SCALE: I' . I'-0' S6 e0n'� SCALE: '' I'-m' S6 na-� SCALE: I' . I'..O• 1 A Qi i E4 it 1 II 411s 2 t CG1+IC. FLaM SLAB, ' GONC.WALL PANEL CONC. COMPOSITE CONC COMIPoS t4 .Waw� = + SEE �'� `4 LOOR SLAB, BEYOND 4 1'h' DECK, SEE PLAN i'�j' 8' DECK SEE rL•11rt1 SEE PLAN ff CONC WALL PANEL — 4 SPL 644'-m'x 41/4' MIN. EMBED _ _ _ _ ^._ I-- 4 DOWELS • I'-m' O/C USING SEE PLAN 4 - 24' f SIMPSON SET A014ESIVE '��•♦ � MG CHANNEL, 1'/1' O O 2' J d SPE CIAL >0Ar CIAL INSPECTION d ' U CONG. FLOOR SLAB, SEE PLAN- 3- t%0d6j '- Uw a3 .J •If.DAIELS • 2 -m" O C RED'D PER ICBG ER 5219 - SEE PLAN 1'2' ANGLE LEDGER, DOILrb Nam WEL: A AL_SAWPOIIPY�y'c a 4 a I'q• SEE PLAN-� 2' 3'�� ! ' /4x1'-m' I, /ccZj + - iii' GLR1149 (2)3/4'•x3%' MIN. EMBED 1)C '•jx3xl'-O•WV l2) kj•w 1•IN11.�U1JE 11��.. -�I�.`I"I6 �*��NIIIS- • 9" OCG - -------- -_1_' __1___- M1C Cr•1.4NNEL, ;►'ex4' N11J.8. • '!' O/C (A)�R�T,�rW "a' 4• CLOOR JOISTS, SEE PLAN t _-- L 3x3x'i4x0'-b' W+(4) SIMPSON WENIE-ALL a 11/2, 4 (5) 'S CONt., S_c PLAN a,4y A325N BOLTS WF BEAM, SEE PLAN STUD ANC1-IORS PLAN y` WF BEAM, SEE PLAN SPdNDW-. ., L 3x3x1i4xG0NT, It �1ix5xm'-1'i4' W/ (2) � sDEE ELEVATIQrS • 4 CONC.WALL PANEL a LEDGER •ii'• A�25N BOLTS J ° d W « J4'exb' MIN. EMBED A.D. '�� L' d • 4'-m' O/C TS COLLM,SEE PLAN LINE OF PANEL + 0. *VTAL�AGE (1)•4xCONT. AT A.B. �+ 14 I r t I��LD ATT,4� 1�IT IFj_q� 15 SECTION AT 5P�:NDREL 16 SECTION AT PANEL 28 1"1 SECTION .8 SECTION sEcril �lY 47 SPANDREL 56 -» IM,T6J�O nA-a SCALE. 1' . 11-0' Cj6 na-to -tt SCALE: I . r-m 56 SCALE: r . r.a,' S6 �-„ �-++• SCALE: N , t'-p' SCALE: I' . 1'-0' rs+�olrs: OF BEAM, � ----_ GEE PLAN 11�• am OWLDM I i WF BEAM, J -�TYP. TYP. SEEPLAN . 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TOP - � � M 6' C"w-. CURB W/ W• op,'\ / + �EtPLA O , `Sty FLAN (I)•4t CONT. BOT - GONG 8AlS SITE T-I� � DECKM4ri. SSE` PLAN ` bEE PLAN `' M ... Tri} • A /I�sF � + , �► I -- 4 1 _ � may`AO r %AWYJ -&'1W � (2)4y'+.431 a00LTE, r 1'y •3'C/C /'1x4' NAU5. W eLGJC MiCi. O of CEAM►, • 4'-m' O/G am ' L ,ij&tjdW*-4bC.. = R ow off-al. an OL..aM1 �� *U! 01..aM 0 EEE PLAN atS Tia Yr ./R � �•• / ,00r s t3w ac.A_� L 40y m OP—.A^ y WF BEAM, SEE PLAN --- W r le 4bxbxm'-6o' Iw aw 0w_ wA" PABOL V I Ems!• P'.JM! N�. (2)11/i•• A325N W 1 � COLTS + 3' O/G M 1W CENT, _j_ EEE PLAN ! $EGTIOIV5 $EGT101�t 6 SECTION Ke� ECALE:- R' • rt'.p �`-� ECALL�- I• . P-0' S1 y* SCALE: V . I'-m' IILA TCP' sESOT. 12 •P'.Mi9L Jf011/f 'qr SEE PLAN SZ IV# . TYP' �.- .►+ ^"�"�+- . Rf ` I►'!1'4L !s MCC, G !1@E 2% / �. CONC.WALL :b1•, a j. 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(l)E10Eti/ 7-- - 14 M.7" +'8'=?!► 3�- _ (3)I�DEb� �.- A(-E►+�T-'�✓ADL .. .". 1►%A* AW"4�L75 -- �- "I, '< �Cav' rC10 — b• CONIC. CURB W/ � S 04 A106 DOWELS aaMR� � �_� --A• 2, TS�Qd3/Ifi�!?At' • 21-0' O/C T5353R'< _ �'} }' ___ - -- (1)�4 CONT FL�!V _1 Harz V, '1*rr ` v £ UP BEAM, SEE PLAN �- Cid �os-�r /i'• ' a •x �,. -�At � �, r " EC°oltE: tr • R'-d "i \\ A M 3)1/4'4 1/A3°5N/BOLTS -i 9 �..I1M ACAOP DE�C:�ICs. _ • /- °s6E EEE F'-IW-� 3' O/C - w o -r•IE TTL�Z aE".is ----- - -, ; -..� M / dm Are /x >.• 2 wz 41 -_ I• a 3' s� - . 1 *}E'AL RCAOF r1{L►rt P 4'•S+'C�� 1E _Ar, ""IR...NE 1 It A1t.•.cwo-6• GE!JC ISEE PLIN E!E OLIIW kOft iSIR! M fir 2� CE) I d ^1 l M g J/ ' E". /+ Ui LAK .1,. SM OLAw 1F E .Ag'f, � �.vv. - - .. + OF BEAM. SEE PLAN GO1VG.WALL PANEL-' IE 1/2 x 12x2''-TI W/ (4) l .e �.Jw---- t '%ut3' AC-Ar &/ r3) \ ',xS• NJA)S. • W O/C CAOSA,Off r� - �/ �+ :i..V r•/s•r.,j�l� •i/ � `�L�1 Uli CEAM. I�EI<PLAN �/+ TY P. 1jRSfONB: f y�/'a��.i• • s �....-7�101V �1� SCWE% L AI—L.. �1+� $E GTiO'%; �8 $c* TON _ 19 PL,4N \X A140%W >bC�� " • SG.at.E- 1' I'-0' $'1 "a-"IP xALEr r-m' l Sfff SLI-AA MR m: 01" scul. AS slim -- — � - -_ 4 r AS�_ -.- _. ------- _ /��-R A329M !JOLTS 6, _`,_ J/ •F • A I' - ~'T-- • 3' C/C IIf -lrV •.IL4. AT 12' QP SWAM LUBE _.... .r...- � ' _x I t�+b/ate'-E'Ica(3) STRU!'TtIRAL DETA/L4 top OM, �• I ti ti ''VO A32901 DOLTS \ + 31 0#1 -mom- mulove* Air MAWW. No �.•� ,• , : 22 PLAN S7 e�.•alE • . n•.�► ilnr•4. tllw�� 21a I 'i.�•,' r - N NW ':: rr�r�frfrr ttMrlr�urlrfirrrfrrrrrrr r�rr�r�rru� �' � I � . fliflfl�lllllff .rffNf�rrff�ff tfMfffl�fuNl �l�INM�fNlfll fifrtf�NlrbfffR rcrRrrr�fNfrrff rrr�rr��rrrrl111rr1r11 i r 11 Aa 4ft Al �1 (11 r 1111 111 �P.r.. '�.. .e•r,..�t'...+ .r.�..,O,.M.,.Ku' -I-.l11,.-..w•,yr, r. r,r... , .•"' ' '— .' 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