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Plans (66)
GENERAL NOTES CITY OF TIGARD A TAYLOR'S FERRY 1. THEINTENT THESETRUPLANS IS FOR DE AT 12533 OECWSTN STREET IN TEMA,NSTREET AT FANNO CREEK COMMERCIAL BUILDINGS MID STRUCTURES LOCATEDAT 125336125355W MAIN STREET IN TGMD,OREGON. n I Z. PERSONNEL EXPECTED TO BE IN CONTACT VutIIICONTM69NA1EDMEggMUST HAVE COMPLETED THE q TITLE25C HAZARDOUS 0 R E G 0 N N WASTE OPERATORS AND EMERGENCY RESPONSE(HAIWOPER)TRAINING REQUIREMENTS SPECIFIED IN 29 CODE OF FEDERAL REGULATIONS CFR)PART 1910.120(E)OR THEY MUST BE UNDER THE CIRECT SUPERVISION OF A FERC •� "hi ' HAZWOPER-TRAINED INDMWAL EACH INDIVIDUAL MUST HAVE COMPLETED AN INITIAL 40-HOUR TRAINING COURSE AND t 5 e NORTH SUBSEQUENT ANNUAL&HOUR REFRESHER TRAINING COURSES PRIOR TO PERFORMING SITE WORK.SUBCONTRACTORS ASSIGNED HAZWOPER M TASK OF PROVIDING AND OPERATING SPECIALIZED EQUIPMENT WILL ALSO BE REWIRED TO HAVE G. PLANS FOR PROJECT ' S��o�' °� ry DAKOTA , M � ,ir, 3. PPoORTAS IDTON,EHE CONTRACTOR SHALL PERFORM REMOVAL AND ABATEMENT OF ASBESTOS AND HAZARDOUS BUILDING \ / //�\ BAR AW$ STREETQ�\ NIL . 1 k,i. MATERIALSO AS DENTFlINERS.ED IN THE OCTOBER 4,2018 MWTGN REPORT TIED"ASBESTOS,SES NTNNINO PAINT, V H \ STREET A A \ \ 0 C R I- UNNERSALWASTE,MERCURY&PCB INSPECTION.,PREPARED BY 02 CONSULTANTS.CONTRACTOR SHALL ALSO PROPERLY / \ _ DISPOSE OF ALL CONTAINERS.DRUMS,BUCKETS,ETC.THAT CONTAIN LIQUIDS,SOLIDS,AND/OR GASES PRIOR TO DEMOUTTON. 0. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION OLTHE OREGONSTANDARD SPEgFlCATW3FOR AUG3 /1'r5I11 CONSTRUCTOR ASUTUBY THE ZEDY OF BY APWA/ T INCLUDING ANY SUPPLEMENTAL SPECIFICATIONS,SPECIAL PROVISIONS,OR LOCALAM •'✓LA (�I,J I t' BULL,t/�NTa u STREET MGDONALD 5. THE CITY'S STANDARD SPECIFKATION FOR TRAFFIC CONTROL IS'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR at•, RB QI STREETS AND Rx3HVAAY3',U.S.DEPT.OF TRANSPORTATION.FAME,19B6 ED. 1 1' 1 1 A 6. TRAFRC ALSO NTROL3HALNBE PROVIDED BYTHETRAFMC OP THE NPEDESTRIAN SPECIFICATIONS 9 R 0 RTI S D U 0 T I 0 \ 3glp RD• 0as Iii CONTROO,IN ACCORDANCE NMI AdTY(JOB APPROVED TRAFFIC TRAFFIC CONTROLLPLANNINCLUDINGAT PWORKM TRAFFIC BEEF CONTROL FOR SIDEWALKS.A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE SEALABLE AT THE WORK AREA. �/•�■�;l�L' BEND t. DURHAM 7. PUBLIC ROADWAY SHALL NOT BE CLOSED TOTRAFPC,AT ANY TME,WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL BUILDING� LM /l ifL -� FROM THE CITY ENGINEER.THE CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW l./ CCC „�, DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT..TUALATN FIRE 6 RESCUE)AND TO TRLMET AND t ,1RN R'<-R ,ITLURDSCHOOL E WARNING ICL 12533 8c 12535 SW MAIN STREET TIGARD OREGON S. ADVANCE WARNING OF IMNNENTTRMFFIC DISRUPTION SHALL BE FRONDED TO THE GENERAL MOTORING PUBLIC BY PLACEMEN OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTOR AREA 72 HOURS(PAIN.)BEFORE IMTATON OF ] T Project Location CONSTRUCTION WORK. 9. ACCESS TO THE ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING NORMAL DELIVERY SERVICE AND MNL MAP AND IF NOT,SWILL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. VICINITV I I MAP 10. TRAFFIC CONTROL DEVICES.FUG PERSONS.ETC.,SHALL BE IN PLACE PRIOR TO INITIATOR OF CONSTRUCTOR YORK AND SWILL BE EFFECTIVELYMANTMNED.THE CITY RESERVES TE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBUC SAFETY. li 11. NO WORK VDU BEPERMITTED DURINGTHEHOURSOFDMKNESS,NORBETWDEN9:00PM.TO7.00AM.,MONDAYTHR000N INDEX OF SHEETS FRIDAY NOR BETWEEN 9:00 PM.TO 8.00 AM.SATURDAY.NOR BENEEN 900 PM.TO 9:00 AM.SUNDAY. NO. NAME TITLE 12. BEFORE INITIATING ANY CONSTRUCTOR ACTWTY,THE CONTRACTOR SHALL CONTACT THE CUTS PRIVATE DEVELOPMENT RENEW ENGINEER.(5038384)71)TO ESTABLISMq PLACE,TME,MD DATE FORA PRE•CONSTRUC110N MEETING. y ..• ` _, 1 T-1 TITLE SHEET IS THE CONTRACTOR SHALL NOTIFY THE CITMS INSPECTOR AT 50363941]1 TAENTYFOUR(24)HOURS PRIOR TO COMMENCING 4 WORK,TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION,Am AFTER COMPLETING WORK COVERED BY THE PERMITS, a ` � ,� . .ir 1 2 C-1 EXISTING SITE PLAN/DEMO PLAN 14. ACOPYOFALLPERMITSMDALLAlTACHMENT4.MDACOPVOFTEAPPROVEDCONSTRUCT°NPIANAIAALLPMEN081ENT3 . ' 3 C-2 EROSION AND SEDIMENT CONTROL PLAN SHALL 8E AVAILABLE AT THE WORK AREA.ALL WORKSHALL CONIIOINM TO THE PERMIT TERMS,CONDITIONS AND PROVISIONS s AND TOTE CITY APPROVED PERMIT PLANS.ANDAPPROVED FLM AMENDMENTS AND MTHE CITY'S STANDARDS AND F • 4111tNOTES AND DETAILS THESE AND TO ESE GENERAL CONDITON5.CHANGES TOMMY OF THE AFORESAID MUST BE APPROVED BYTE CITY, IN AWAKE OF WORK PERFORMANCE. hi %.4t 15.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBIUTY OF THE CONTRACTOR.THE VIORK AREA AND I .1.•404 4111/. 4 C-3 EROSION AND SEDIMENT CONTROL PLAN APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS.A COPY OF THE ,ii CONTRACTORS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA 18. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAME FOR MIEDIATE C NCELLATGN Of THE PERN0T,THE CITY MAY AT ANY / ' TME ORDER IMMEDIATE CLEANUP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. a// 4.417. EFFECTIVE EROSION CONTROL AND DUST CONTROL IS REWIRED,EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CWS L ESOP REQUNEAENTS.TME aTY MAY AT ANY TIME ORDER CORRECTIVE ACTON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. E ..4 9 16. PROPERTY DISTURBED BY CONSTRUCTION AGITATE SHALL BE SEEDED WTI A NATIVE GRASS MIX,AT THE END OF DEMOUTON ' ft; ' d AND ED THAT , Nib. A 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED TATADJACENT PRIVATE PROPERTY PUBLIC PROPERTY AND THE IRECEMNO SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTON AND STOPPAGE°F WALK TO ACCOMPLISH EFFECT VE DRAINAGE copy �1 CONTROL r , z•,,,. , Ait OFFICE ■■V'I�iVi9 11 20. CONTROL EXCAVATOR(S)MUST COMPLY WTi OJRS.TS7.541 THROUGH 75]S]1.EXCAVATOR(5)SPALL NOTIFY NJ-lr11LITY COMPANIES FOR 1 S)'g�\ /r Y '*+ \9/IP 1 • ���`�•++�R UNE LOCATIONS 72 HOURS MIND PRIOR NSTMTOF WORK DAMAGE TO UTlmE3 SHALL BE CORRECTED AT TIE PERMIT 40(4" �V HOLDERS EXPENSE.TE UTLITE-ONEOALL"NUMBER IS(800)3323344 OR 811. G J G� - .< 3' 21.CONTSTART OF OR K(POTERIFYALL EXISTING FOREDIGGINGITES RIR CESSARINVERTCAL TRACTO SHALL COORDINATE INATET AL LOCATION EWORKMETHAF E TO jZ G\� P -Ct. PIf G`s\ CITY OP TIGARD STMTORNORK(POTHIOLE BEFORE DIGGING IF NECESSARY).CONTACTOR SH9LLL COORDIRATE TIE WORK WITH AFFECTED COJeC e Q / ``` ,, UTILITY AGENCIES.CITY 6 ENGINEER. I 22. THE CONTRACTOR SHALL SUBMIT MILE INSPECTION REPORTS.ON WEEKLY BASIS,TO THE CRY'S INSPECTOR. ..--Location f Lo tion 11 10' 2J. TECT"SINSPECTORSMAY,gTTEIRDISCRETIW,REOgREPRO`ASIONOFTE3T9MDORREPORTSFROATHECONl1ACTOR , REVIEWED FOR CQDE C R PLTANCE TO VIWDAIE CLAIMS OF MATERIAL OR CONSTRUCTOR IIOEWACYKOAPLIMICE,SUCH TESTS/REPORTS SQUALL BE PROVIDED AT < Y tw TIE CONTRACTORS EXPENSE. ` } . \C\ +'' $,WtS* _`S 24. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAVER DOCUMENT TO THE CITY FOR EACH A♦/ 110,,,,,';,:' `.� \C ` N OWNERSHIP DISTURBED DE CONSTRUCTOR ACTVT',AS EVIDENCE OF DISTURBANCE RESOLUTION APOOWNER SATSFAGIIOR. ♦ . Gtr Vo#6,04, Approved: ] 25. THE CONTRACTOR SHALL PROVIDE TOTE CITY INSPECTOR.N EATING,THE NAMES AND 24 HOUR EMERGENCY TELEPHONE r • . .•.„ /'•�,.�H NUMBER OF TWO(2)PERSONS YAW HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTON AND,IN GENERAL. Ii. 40,*r Rg+^. .JC• jMALL BE RESPONSIBLE IN CASE OF ANY EBERGENCY.THE CONTRACTOR SHALL NOTIFY THE CTY INSPECTOR,IN WBTNG,OF iiieee VjsANY/ALL ASSIGNMENT CHANGES. 28.TE CONTRACT°R SHOAL PROVIDE TO TE aTY INSPECTOR,NWPoINO,THE RIME At024 HOUR PEREMERGENCY TELEPHONE .NUMBER OF AD .SUM-ED'COIIPETENT PERSON.RESPONSIBLE FOR CONSTRUCTION SAFETY AS PEROIOSHA.CHAP.437,DN, ip w3CORSIRUCTiON SU&gW310NP-QCAVATONS.THECONTACTORSIWLLNOTFYTEdTYINSPECTOROFANYlA1 �" �' ePCrlTllt#e �� aQ •. (��"�aASSIGNMENT CHANGES. A6 1 ����y"` 1. 27.ITIS THE SOLE RESPORSIBIl1TY OF THE CONTRACTOR TO PROVIDE FOR PROPER PoONT#-ENTRY MOOR EASEMENTS PRIOR TO ` +r -'J 1 '� , r Pi.• • O ,w �'( l 7 ^�f,A L STARTING WORK.PROOF OF RIGHTO ENTRY OR PROPERLY QECUTED EASEMENTS.SHALL BE PROVIDED TO THE CITY.THE a T • r 'IP < +'. tD r v v 'v, HF• (� I CRY SHALL IN NO WAY BE CONSTRUED TO BE FOR THE CONTRACTORS FAILURE TO OR PROVIDE FOR PROOF OF R,� C 1 e RIGHHTOF.ENTRY OR EASEMENTS. t= ' Cs„ SUlte#B ' 23 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION MTH UTUTY COMPANIES ON THE TIMING OF DEMOUTOR OF THE �. w 4 1 FACILITIES,ALLSANDING ARYSEV ERCONNENORSTO XI TINGTESTOBE ES.ANDREMOVED. A?`I' ` `-- Dates y n By: 29.CONFIRM ALL SANITARY SERER CONNECTORS TO EXISTING FACILITES.AND COORDINATE WITH CITY ORABANDOMIENT.TO 'l ,./9 THE EXTENT NECESSARY TO ACCOMPLISH THE WORK,CONTRACTOR SHALL ELL THE REMAINING ABANDONED SEWER UTILITIES " 9_1 Li, I e MATH CONTROLLE°DENSITY FILL UNLESS OTHERWSE REWIRED BY THE CITY OR ENGINEER. { w,. 4 ♦ , Li .4 30. ME CT'ADIOR ENGINEER HAVE THE RIGHT TO REWIRE ADOTOWAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE \ SUCCESSFUL COMPLETION OF THE PROJECT. �L 31.REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE CITY AND ENGINEER IN WRITING PRIOR TO ' IAPLEMENTATON. f4 32.PRIOR TO CONSTRUCTION.PROTECT TREES FROM ALL CONSTRUCTOR OPERATIONS.DO NOT PARK VEHICLES,STORE MATERIALS.FILL OR OTERMASE DISTURB THE AREA MATHIN THE DRIP UNE OF TREES TO BE PRESERVED.IFCONTRACTOR k FOR TREE TREE URBINO NDGORTRALRNMOVAL ECESSA Y TREE REMOV ACTWTES,CONTRACTOR SHALL IGARD.CONSULT WTIANARBGPoST A FOR TREE LM8IND AND OBTAIN AL-NECESSMYTREE REMOVAL PERMITS FROM THE aTVOLTIGARD. 33. THE CONTRACTOR SHALL SUBMIT A PLAN FOR CITY AND ENGINEER APPROVAL REGARDING THE CONTROL AND PROTECTION OF DEMOLMON SELECT DECOOMFAWNGINTOFMNNOFTEK, RPORTION TONOFOFABULING OVERHANGS FANO CREEK AND MAY . . REQUIRESELECTDECONSTRUCTIONMETHODSOF THE PORTON OF THE BUILDING O. 34.REMOVAL O'THE CONCRETE COLUMNS LOCATED NFANNO REEK AND BELOW TEORDNARYHI:HWATER(OHWQWLL PERMITS & INFORMATION REQUIRE SPECIAL ATTENTION AND METHODS TO MINIMRE DISTURBANCE ACTTVMES.CONTRACTOR SHALL SUBMIT A PUN FOR CIN AND ENGINEER APPRWALPRIOR TO THS NARK ACTIVITY. r A Agai ,§ ,� 1. THE PROJECT WAS ISSUED ASECTOR 404 USAGE PERMTMM^R301 7-1450N MAY 11,201 T.THE 35.PROVIDE THE NECESSARY EQUIPMENT,MATERIAL AND PERSONNEL TO COMPLETE THE WORK AS SHOWN ON THESE DRAWINGS. i 4Adiglk UTILIZE NEW OR WELL MAINTAINED EQUIPMENT THAT MEETS EPAS TERM OR N STANDARDS. CONTRACTOR MALL COMPLY MATH ALL PERMIT MO CONSTRUCTION CONTRACT REQUIREMENTS INCLUDING S ITE AERIAL LOC ATIO N MAP THOSEINWAS ISSUED REAN OREGON RE ONDEO4OFW TERQU GEHERALCONgT ONS. M.,THE CONTRACTOR RILL COMPLY WITH ALL REQUIREMENTS OF THE VARIOUS APPLICABLE SAFETY CODES(E.G.OSHA)AND ANY 2. THOS IN TER WRMIT,TEE ANOI NAL CONDITIONS A WATER GEN TALC CONDITIONS. APPROVAL ORJUIE 9, PERMITS ISSUED FOR THIS PROJECT.COMPLETE COPES OF ENVIRONMENTAL PERMITS ISSUED FOR THE PROJECT ARE 2017.TIE CONTRACTOR MALL COMELY MTH ALL CONDITION MATIN THE APPROVAL, i INCLUDED IN THE BID DOCUMENTS.(SEE PEWEE INFORMATION). 3. DSL ISSUEDA PERMRRIMIERIRDO71PW FOR THE PROJECT.CONTACTOR RILLCOITLY WITH AU. yy 3].MATERIALS REMOVED FROM THE SITE SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE VMTHI ALL LOCAL.STATE AND FEDERAL CONDITIONS CONTAINED WHIN PERRI WMJER. A :5 A SERVICE PROVIDER LETTER(SPL)IJ WAS ISSUED BY CLEAN WATER SERVICES(CWS)ON JULY 18,2018.THE RULES CONTRACTOR WILL COMPLY MTH ALL CONDITIONS STIPULATED IN THE SPL s1g 38.EXCAVATION EQUIPMENT AND TRUCKS MUST BE W GOODWORKING ORDER.EQUIPMENTWEL BE CLEANED BEFORE ARRIVING AT 5. PERMITS MUST BE KEPT ON THE WORK SITE AT ALL TIMES, LEAKS,AND ANY REPAIRS PA INSPECTOR MADE PRIOR TO LOADING THIE VEHICLE.DU BY THE CONTRACTOR.UPON ARRNAL THE RNGT�THE COURSE OF THE PROJETOR INILL INSPECT EACH CT,THE UCK OR PROJECT ITE MAP S. A STORMWATER COMIECTORRE EVEISSUED BY CIMS IS NOT INCLUDED AS PART OF DEMOLITION,AND WLLBE APPAEDFOR WPoN°REDEV TRACT NT. EL CONTRACTOR WILL MATERIALSIMMEDIATELY FROM ELY CLEAN UP ANY IMPACTED SON.RESULTNG FROM SPILLED HYDRAULIC OLS OR OTHER 7. DOSING EXCAVATION ACTMTES,CONTRACTOR HAVE A PROFESSIONAL ARCHAEOLOGIST ON-SITE n'a HAZARDOUS FROMTLEAIC .CONTRACTOR WILL HAVE ABSORBENT PADS AVAILABLE ON SITE FOR DMEDIATE USE AT ALL TIMESTUMONITOR FOR ANY CULTURAL RESOURCES OR ARTIFACTS. �' IN TIE EVENT OF AN EQUIPMENT LEAK n Rv ATTENTION:Oregon low requires you to follow rules ES adopted by the Oregon Utility Notification Center. Those 1.d rules are set forth in OAR 952-001-0010 through OAR FINAL R 952-001-0090 You may obtain copes of the rules by tolling the center. (Note: the telephone number for the ISSUE FOR BID AND CCWSTRUCDON `8 Dragon Utility Noti6cotion Center is(503)232-1967). a ATTENTION:Notify NW natural of(503)220-?415 when This demolition plan set was developed �tFP gTA PROJECT DESIGN OVERSIGHT APPROVAL BY.' El excavating within 5'of an existing high pressure gas under Assistant Agreement No. 01)2390/ p TiT,p ANDREW NEWBURY,P.E. CITY CENTER /Talo awarded by the U.S. Environmental ,� Q r ENGINEERING MANAGER DEVELOPMENT AGENCY Protection 'g Agency. It hos not been = u formo/y reviewed by EPA The views S ,Zu T3125 SW. FRILL BLVD. /� expressed are solely those o!the City s d CCDM T/G4R0, OREGON 97223 CALL BEFORE YOU DIG34. v Center Development Agency and EPA does r BID DATE VOICE 503-639-4171 1-800-332-2344 not endorse any products or commercial 6 ,Ca amec foster wheeler 97013 I FAX: 503-624-0752 services mentioned. 4L PRD<4'G PROJECT NO. INYW.77G4RD-OR.GOV AJJ v--J"-. 1 ; tys j o a c pp� d tit, LEGEND 6- EXISTING , I-9./ EXISTING �ODA CITY OF TIGARD � 16• y;.,§r ,, >s moi ,oxw } Z MAIN STREET AT FANNO I CCDA NNE MEANT STORM NUMMI O. CREEK PROPERTIES DEMOLITION ; � 'tX M1ERBUMF GAS BOER 3 S DURATION: (fill in dates) \` 'T,/l MEER DW VINE eR11IR �s FUNDING IN PART BY EPA tI/ \ ® AN RINEASE wL1 ' AMER - DOME OEal WAX r W MET s1 CONTRACTOR: (fill In name) 14 \ \ ® { semen MU ODA an - PONEN � BOX INFORMATION: 503-718-2472 I I \ A.X I r�I 1', 4✓,, SWIM sweMIME PO4"R�'A -s NYswAEde VALET COO eo» re., 9� ( 'k id .."� NAM 1,6 1�' C. I.Styr Background Mite,Retroreflset6.sheeting "."AS FIAT, -. '-. '< e NAGA=wl`E e.3 ,... SIIEFI IIOR Z Sign Legend: ARIAL'font.Blue,RelroreAectM sheeting P _ .r'a' J Sign Border Blue.1•Flush border { N, „ . NIGHT-EF-WAY INE _.. -. ... 4.Decal we/be prodded by Ma City of Agora N ;� ;GP SM1W- CV Be1Das''LIE d Sign locations to be determined by Engines. f N-? 4 Nfl *,•� 1'4,3-, T �� RIOFRIT IRE 1107NN OAFEFM EXISTING el" • )J; +43 v_(51 SE) , ��fi ,' COMAE sMRME PROJECT SIGN DETAIL , • a �D �,U / dent NTS ® X r' w A),v'y\` ! r� • � y,e 4�',.4;L- 4�. ...moi .\ �;y'� t i O z hX a1il 26 1 43,3 MEAT s Alpe 2100 0 ' \ FENCE Lk n ,� �v s.C'' ®.: rl.�!` TAY 41 2. EZ i i . 3 - �� ,.. sa...�. ,� `, i rD1M uE a-G� ° L("T 2. � A oearMRao ��� •,' ^, ? 1 A[MAP i '0368 x -''''i"24:11.4'92 U Uel wruICAnaa u[ - a. r "` �^� �v �. �- u.T 4 man _ ,' CJs <.,' ," , - S. N: 4a 9e. 1+ Nw) as uE !9 LCit C�` ,' == t `(�,� __._A EY S a 0 rT'1^, E R 49 39 50 /� �` moils- 'KIST S8� i5.e. h' E EU (lick SNIeRYg6tls[ R ' LIMITS OF to .1,,,,,\ CONSTRUCTION FLOOR PATCH x.AW G r.C} MOW INCH WO _01.1W_��_ -$ ..-, 5022 \,\\ f �,., �.� .F� F.I. ISO .,j ��� - aE¢rsED[amnt -vc-vc-vc- _ a' 1 3 ' �'4�i t= ,' \\J'�,��. aw ME rue. -X X Lt e.'0 RR ; ,, �s (\Q�� sin PLAN 6 DEMO NOTES:1 VEGETATED CORRIDOR LIMIT x 48 �� Y 24 ` Q CONTRACTOR SHALL PROTECT ALL EXI FING TREES. 50'OFFSET FROM OH ( -',�I OU I�a IyIA Ale*. 1 0t 55 SO..�.�. 1...,.,27-‘177-10A <" S�•X Q REMOVE ALL CONCRETE FOOTINGS,WALLS AND SLABS WITHIN LIMITS OF ' �J y7E 1 7\Uk_ l _ 1 a� 9yr ; i1�L CONSTRUCTION UNLESS OTHERNASE NOTED. fr•i .r9 + F N,.r J t : 3 �_ P74x v1 _ r,=sy y \- _ 'FqE 7D 7149;Z ® REMOVE ALL EXISTING BUILDINGS INCLUDING WOODEN OVERHEAD \.`. .' , e c i } E"° 42 ,- ,, \ - -,-'x z CANOPY STRUCTURE,INCLUDING SCATTERED DEBRIS WITHIN a - y fes ♦I- A v -�V V :� 'EX '� L CONSTRUCTION UMITS. c t. 25'*Y S. I - '� 4. +, 'e tIJ� 0 ;y �j1 - �r $. �. ;.E t �4d 4J o v j CONTRACTOR SHALL REMOVE TWO(2)CONCRETE COLUMNS/PIUNGS BY 'r - 'F♦it/ , v:, , ♦ v 7ENQ- 4� 5 �`4 f` 'E N 143 38 Snl ,\ `��.' a � © VIBRATORY HAMMER EXTRACTION METHOD.IF IN THE EVENT THAT ,�' \ ',�. ''''',C. •,.. , f R; 4 aiy `I �, \ ,�, METHOD DOES NOT WORK.CUT 8 REMOVE A MINIMUM OF 3-FEET BELOW „.-- - - i' THE SEDIMENT UNE.IF REMOVAL BY CUTTING IS REQUIRED,CONTRACTOR `' .- A s�� SHALL ISOLATE WORK AREA IN THE CREEK WITH A SAND BAG COFFER DAM :7 j � <<, • _ � OR APPROVED EQUAL IN ORDER TO REMOVE BELOW SEDIMENT UNE.FILL ORDINARY-UGH -� AFOUNDATION r'' ,i ',,.. -- _ - _ HOLE LEFT FROM COLUMN/PILE WITH CLEAN SAND THE WORK A y;,,...,„s, `'"•• - .- t ' ,.o ->'-:-Ex *3d -rx°hN U1-i TURBIDITY BARRIER WILL BE REQUIRED AROUND AREA REMOVAL.A • V,i.3:r.WATER MARK OH ..LINE © �+,/� .F ''1‘;'-0,5A' u 1N uv atk O r t e ,HCOf L Ra N `6 ,, ' V' n oEkG '43.t 5 V 392&11a'Nw} MITIGATE SEDIMENT PLUMES.REFERENCE ESOP. FNISrE'J, kkk"" �. ` -EX Sdd 4E E Dui (39901 4S1 ., �� I BUILDING THAT OVERHANGS FANNO CREEK&BUILDING WITHIN PROXIMITY ,K'� �.. LUNY 15'...l..,3,-3. I %y -.�' .` .,01 ,s ., - . IEIt .48145 ^, ECT-C4 4e.14 '1 1's ` "` ` ' I l '�/ GENERAL NOTES•I TO CREEK WILL NEED TO BE DECONSTRUCTED 6;5.fr , s•S \ t • ! iA,, r "\, I DEBRIS FROM FALLING INTO THE CREEK CONTRACIN TOR MUST ERECR TO T i1. ?. • �A�`\\A . _ 7 %' r'�, a !E OL 148.1?(5">Nj .U � k4,,,:'r ( NETTING CATCHMENT SYSTEM,VNTH DEBRIS LINER TO PREVENT DEBRIS • r\� 004,„„,k„,. - _ �� ,.. at ,,KX,� StIyF !4n eg 1. THE INTENT OF THE CONCRETE FOOTINGS,WALLS,AND SLABS REMOVAL IS TO FALLING INTO FANNO CREEK OR APPROVED EQUAL.CONTRACTOR SHALL - L..,.. AA \�`. „r;'YEXCAVATION, PRIORTO START OF M,„,..,r,..:.2',z..., +.. .... "'^*` _•'A ,.. l MUST 24 HOURS IN ADVANCE OF DEMOLITION ACTMTIES. PLAN FOR APPROVAL t v r�. REMOVE CONCRETE ONLY.IF THE CONTRACTOR PERFORMS ANY SOIL EXCA SUBMIT DEBRIS CATCHMENT - - �A D e _/' `-,. \. -5" X.',4V!AH EXCAVATION.CONTACT JONNTRACTOR SHALL ALSOICONRTRA WITH AN ARCHAEOLOGICAL �` ® " - `� ,r ' • Q INSTALL CHAIN UNK FENCE AND GATE ON MAIN STREET SIDE AND HWY 99 / y - q R3,4 150.;? FIRM TO HAVE AN ON-SITE MONTOR DURING EXCAVATION.E.G.ARCHAEOLOGICAL �' s t'AkE-,e. (5,_ t. n-_ * r '/ - - �•\ -E N 138 az 14 N, INVESTIGATIONS NORTHWEST OR SIMILAR QUALIFIED FIRM. OF PROJECT SITE INCLUDING BOUNDARY BETWEEN TAXLOTS 2100,2200& ., ' F s*` ^I f\ .� ! •x U U UH x S?ll Ah a E V 139 73 8 N 2400. • 3•IIG.NG . ✓• f 145 z W' 2. BUILDING MATERIALS THAT CAN BE READILY RECYCLED,SALVAGED OR OTHERWISE / b1 i '' /,-7,- 41 �'(1443%.r N f " '� 1 TRET ! 139 �F„,�,T, 3 j i.,y�r i REUSED SHOULD BE PERFORMED(E.G.CONCRETE,STEEL,HVAC,COPPER,TIMBER, O CONTRACTOR SHALL HAVE U11UTY DEENERGIZE ALL ELECTRICAL SERVICE _x R,;EKA r�N 4 F i v.eY N. 117 99 to V)\ METAL,WOOD BEAMS TO THE MAXIMUM EXTENT PRACTICABLE. ,i3,..,-,675,,23 ,,•=;•r= Ir •r .x L•r I ,..U U K�n;'at tp r, "^--„4A,'rCLS e \ 'X' 7N 4 8 t 1 NE} N +4 99(6 7h`) '` ) EQUIPMENT EXISTING SANITARYGINNIt•1G DEMOLITION WORK • TA ( /£'N sR i +,. t E4, 4 /5!�?''�', kk ,.E,,�_.TS 3. MATERIALS REMOVED DURING THE DECONSTRUCTION AND DEMOLITION ACTIVITIES QSEWER MANHOLE -', _ _ as X14 1' ( , µ.. -., ,E'MT T 14 +3:12`d, ',U? !q 65 WILL B SEGREGATED B INTENDED END USE/DESTINATION E.G.RECYCLING OR P i ' t q` '' 4l a ,. 2 J DISPOSAL).MATERIALS WILL BE BROKEN DOWN INTO APPROPRIATE SIZES BY USE OFPLATFORM,HANDRAIL,METAL RAMP AND STEPS SHALL BE "r ''� `�--.._��� \' - iNl ? f SHEARS,BREAKERS,AND CRUSHERS SO THAT THEY CAN BE FITTED AND LOADED �`"��.. a' CONCRETE n ' E 13 73(c"+E) I - INTO TRUCKS OR ROLL-OFF CONTAINERS.STOCKPIUNG OR DEBRIS NALL BE PROTECTED. - _ tH' � ` `3)MD IAN II AVOIDED TO THE EXTENT PRACTICABLE,WITH PREFERENCE FOR DIRECT LOADING CO CONTRACTOR SHALL CONFIRM SANITARY SEWER LATERALS AND CAP UNE ' �"` r'' ti \ OF DEMOUTION DEBRIS THROUGHOUT THE WORK DAY. '^•- a' AT PROPERTY UNE. `�""` � c V r#µ BE REMOVED IMMEDIATELY BY o 4. HAND. THAT FALLS INTO FANNO CREEK SHALL CONTRACTOR SHALL PROTECTMONITORING WELLS `' M +7ANY DEBRISTWO(2) 1 'S. r I IA' T 11 CONTRACTOR SHALL STAY CLEAR AND PROTECT OHP LINES,POLES AND a t U zr .1-2:,' '. 5. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR REMOVAL OF ALL ® METER. ' r _ d ur CABLES ENTERING PROPERTY(ELECTRICAL.CABLE.TELEPHONE,ETC). ^� � R U 1y '= C ITY OF TI GA R D '� CONTRACTOR SHALL EXCAVATE SOILS BENEATH THESE TWO(2)AREAS AS ,- '" N 1461 ,i'E4f. 6. EXCAVATIONS LEFT FROM THE REMOVAL OF STRUCTURES SHALL BE BACKFILLED DIRECTED BY ENGINEER AND IN ACCORDANCE WITH THE CONTAMINATED ' .-.x. 15 3e. .1'54( WITH COMPACTED STRUCTj1RAL FILL TO MATCH EXISTING SURROUNDING GRADE. MEDIA MANAGEMENT PLAN.APPROXIMATELY 250 TONS TOTAL 3 - A p p rove IN Planning STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN APPROXIMATELY 50 TONS WILL BE TRANSPORTED&DISPOSED AT THE ; 1 �. THICKNESS AND COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AS SUBTITLE C ARUNGTON WASTE MANAGEMENT HAZARDOUS WASTE u }p DETERMINED BY ASTM D1557.STRUCTURAL FILL SHALL CONSIST OF IMPORTED LANDFILL AND PROCURE PERMIT FOR DISPOSAL.APPROXIMATELY 200 3 Dale• i 3 / I ^I GRANULAR MATERIAL AS SPECIFIED IN SECTION 5.6.1.3 OF THE GEODESIGN TONS WILL BE TRANSPORTED AND DISPOSED OF AT THE HILLSBORO I GEOTECHNICAL ENGINEERING SERVICES REPORT DATED APRIL 13,2016.BELOW THE WASTE MANAGEMENT SUBTITLED LANDFILL AS CONTAMINATED SOIL AND g' _A VEGETATED CORRIDOR LINE MATERIAL SHALL CONFORM TO APWA SPECIFICATION PROCURE PERMIT FOR DISPOSAL.REFERENCE NOTE 7 UNDER PERMITS ON ;1 ;� Initials: Y • I��' 00330.15(SELECTED STONE BACKFILL)AND ABOVE THE VEGETATED CORRIDOR LINE SHEET T-1. y SHALL CONFORM TO 00330.14(SELECTED GRANULAR BACKFILL)AND AS NOTED IN / THE SPECIAL PROVISIONS. CONTRACTOR SHALL PROTECT EXISTING GAS METERS AND LINES. BJ -- - FINAL ( CONCRETE WALL TO REMAIN. iI? a 1 ISSUE FOR BID AND CQNSTIPUCIIGW 3 CONTRACTOR SHALL PLACE PROJECT SIGN,PER DETAIL A ON SHEET C-1, 1•m ,, ON PERIMETER SECURITY FENCE OR PORTABLE 4X4 POST WITH BASE. 117 Revisions and Addendums CITY CENTER M AIN STREET AT FANNO CREEK SHEET 11 This demolition plan set was developed .AED STq under Assistant Agreement No. 01123901 ,)X. 44. Description Date No. By DEVELOPMENT AGENCY C-1 0g awarded by the U.S. Environmental PRELIMINARY DRAFT 3/17/17 1 OS = 13125 SM. HALL MVO. PROPERTIES DEM 0 L I TI 0 Ni 2 s Protection Agency. R has not been , .W FINAL - ISSUE FOR BID& CONSTRUCTION 6/9/17 2 DS amec foster wheeler , TIGARD, OREGON 97221 OF 11 formally reviewed by EPA The views VOICE:SOJ-619-4177 expressed are solely those of the City aC CDA FAX 503-624-0751 WWW.TIG4R0-OR.GOV EXISTING SITE PLAN / DEMO PLAN a Center Development Agency and EPA does e.2 ll not endorse any products or commercial F-r'at PRatE`{s services mentioned. DESIGN:DS I DRAWN:PM I CHECK: JK PROJ.NO: 97013 I BID ON: A .. IR STANDARD EROSION CONTROL NOTES ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED NOTES: • ay,,IS it OWL* 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT 11 AtfasithNOTES: CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND 1 • 1. MIN.12'OVERLAP OF ALL SEAMS EXPERIENCED IN THE PRINCIPLES.PRACTICES.INSTALLATION.AND MAINTENANCE OF EROSION AND REQUIRED. SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 2. BARRIER REQUIRED TOE OF > > tt��pprr�ps,,, STOCK COVERING 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND e ,ppippl• W W •• • ld�l_QQp.'RJ., 3. IN PLACE MAINTAINEDSIGS TIGHTLY II/ddDp�$11fi�p0p�Q�S,,,T,I,GGeeT44�9� IN PLACE BY USING SANDBAGS FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. ,�i OR TIRES PONA ROPES WITH A MAX. INTERLOCKED aJCO/ 10'GRID SPACING IN ALL 3. DURING WET WEATHER PERIOD.TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END 2"x 2" POSTS DIRECTIONS. OF EACH WORK DAY. AND ATTACH PLAN VIEW _ V'MIKE. UVSTPB.° NTS =t a=m-„- „__ '-11=, THAN Z Ncxes By 2.m3 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE NOTES: "_""' - =TI CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL 1. BURY BOTTOM OF FILTER FABRIC e' LreNce 1.0.41. PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. USE STITCHED LOOPS VERTICALLY BELOW FINISHED GRADE. Motu Mew/a m[OF 3' minimum OVER 2"x 2" POSTS 2. 2•x 2•RR,PINE OR STEEL PLAS11C SHEETING •i I 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES from toe slope. I 4,...-it,,, DURING CONSTRUCTION.UNLESS OTHERVNSE APPROVED.A SURFACE MOUNTED AND ATTACHABLE, FENCE POSTS. 1 { - I i 4 t U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 3. POSTS TO BE INSTALLED ON PLASTIC SHEETING ® I {1 r .I } f '. 1 4_ 'O 2'-6" UPHILL SIDE OF SLOPE. NTS v.1J11 I j 41- ;{.. L . t 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 I� 4'-O" 4. COMPACT BOTH SIDES OF FILTER FABRIC {r t i l I-- }+, ��i i HOURS AND PLACED BACK ON THE SITE AND STABIUZED OR PROPERLY DISPOSED.THE CAUSE OF THE O�//�� 1 I f # t� t 1 SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE i.. p p/ "r,� I r { DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE D PANELS MUST BE PLACED } 4 C It - I +y e411I er48V m . ACCORDING TO SPACING ON t + Tt •t tt PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. '�‘��' DETAIL N0.940 4. 'I I1-'' 3SNM 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER WATTLE SEE DETAIL 8. INSTALL WATTLE IN FRONT "' BODIES. Ax PROFILE Of SILT FENCE ON FANNO CREEK AREA 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS ® NTS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT.AND PRIOR TO THE CONTROL MEASURES REMOVAL. ■ ..■.,., 1 WOOD STAKE RI MA RIA ySyF NOTE:INSTALL HIGH VISFLLITC MARKING TAPE AROUND PERIMETER 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION FILTER FAB C TE L tl INSTALLATION OF FENCING IS NOT FEASIBLE. CAPACITY HAS BEEN REDUCED 50% WHEREED ED BY AND AT COMPLETION OF PROJECT. "WIDE 2'-6" 3fi ROLLS i 10 ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS I R MUST INCLUDE PROPER STORAGE. v NOTES: E. 4'-p" - - t. sTalI'X2 WOODEN SPECIFICATIONS: APPLICATION.AND DISPOSAL. t; ;:$ RICE,COCONUT OR EXCELSIOR - - 1.1. 1•X2"WOODEN STAKES l>•.'���uur &� ��••� '-`�/ WATTLES 1.2. aoomoNAl STAKES MAY BE INSTALLED 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS, 1 ON DOWNHILL SIDE OF WATTLES,ON STEEP SLOPE OR HIGHLY EROSIVE SOILS. CONCRETE WASTE,SANITARY WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED _t___ OR GENERATED DURING CONSTRUCTION. Li 6'MAXIMUM SPACING L.I FOR FURTHER INFORMATroN CONSTRUCTION FENCE ON DESIGN CRITERIA SEE 12. THE APPUCATION RATE OF FERTILIZERS USED TO REESTABIJSH VEGETATION MUST FOLLOW 1_6 FRONT VIEW CHAPTER 4 OF CLEAN WAITER NTS ® MANUFACTURER'S RECOMMENDATIONS.NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE SERVICES EROSION PREVENTION Nis AND SEDIMENT CONTROI. WATERS MUST BE MINIMIZED.TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE PLANNING AND DESIGN MANUAL MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 5/e-Ociprep,lene r T Iona line SECTION s is cd.. 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND SILT FENCE O 7- Galvanlzed Fz «ble MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES.IN ACCORDANCE VWTH NTS C-2 WATTLES safety hook k ring CURRENT CLEAN WATER SERVICES STANDARDS AND STATE.AND FEDERAL REGULATIONS. NTS ® ' 1' 9r'�,::: ::1:':':••)..'� : Flolanan-a• L • ". `.,,,,,z,'""' ''"'•""'"''-" Ina.equivalent 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDS IES OF THE CLEARING LIMITS,VEGETATED IBUFFERS,AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE I -' FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING :•+A LIMITS.THE OWNERIPERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE AO 3 M? >$ PROJECT.NOTE VEGETATED CORRIDORS TO BE DELINEATED TH ORANGE WW CONSTRUCTION FENCE ..•.••E • OR APPROVED EQUAL. rowy BF S s las main Y.. NOTES: kt>i��:�uN�titt'�'.����'•��'.•�•�'��'.'••'.'•�'.'•�.''•�'��'•'.'•.. ballast a load lin. w:;•ii:• ,aana,.owopN,e,soorm ,. ADDMON.MEASURES Nu6TBECOS0 ED �/ :•ii.iti.�.ty,W.............yt,::::,F, x••, ' Na:Na''''''Nmz �7 DEPENDM ON SOL TYPE. S ✓ $• :�::TR!Rt;.,illSi lF I. Y.+: 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL _ 'b ' W •• �• CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS x MOS MOO OESTAKEDSTAKES OR ?F' ,..e •a. N.. • -__ ;.''; :*_`��E"" MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. �s *'11111111 l APPROVED wlieng eDa.PER o , .. \\\r __�5t eam eattam ® I I11I I I I I ■ I l 2. WHENUSHGx'B TO FROIEQACATCH d - Mm. 8.8 lb. nAon reinforced N All seams heat sealed 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER _ ow, °NUS1,g.BGS MDTxeraxe,. A .v ' 1ST;THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS , �:•. !A • NOTE' Galvanized i24 safety hook BE •��" ////� .4-, o - SPECIFIED BY THE DESIGN ENGINEER. T E ,,'-,.i..0'.-.. Components o1 Nie barite may be D. .iniw w identical m prapH.by ANCHOR ASSEMBLY A.,....•,, w designs. Any s of the onthe17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION .. :. AREA DRAIN /.00. / . . proprietary rights of tib.dngnw ..b-'. shall be the we responsibility of SITE.AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING CATCH BASIN RADIUS-25'MIN. ''.o.�'•I' the contractor. Substitutions shoe APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. be w apprOnd by the engin.' 44novo- CLEAN PIT RUN OR 3"-8'CLEW ROCK �Y o�,� ¢ TURBIDITY BARRIER 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED. III ,00!',,S.I NTS ® PREFERABLY VEGETATED AREA.AND THROUGH A SEDIMENT CONTROL BMP(.E.FILTER BAG). k\ _�'',�'1I SII SUBGRADE REINFORCEMENT he,gyp• OO ' �`II _ GEOTEXTILE.AS REQUIRED W`" 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED enwa e'MIN. PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, DEPTH ROADWAY,OR OTHER PROPERTIES. "20 MIN.FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DITCH INLET PLAN VIEW 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS GRAVEL se..teat-e. ENTRANCE CURB CURB RAMP NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. INLET PROTECTION 9 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT Li" ■I PAVEMENT41111.11111/111 INSPECTORS UPON REQUEST. NTS C-2 uuui 22. IN AREAS SUBJECT TO WIND EROSION.APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE �u .„,.?,47.>7.;`\W'<''';''',\' 4. .,:n.-x.` APPLICATION OF FINE WATER SPRAYING.PLASTIC SHEETING,MULCHING,OR OTHER APPROVED ,. v,S 1111 MEASURES. ?")>,. 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 24. USE WATER OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN DUST. NOTES: $ 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 1'1 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REWIRED,IT SHALL BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE a THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEASING THE SITE VIA THE CONSTRUCTION F ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED S. ALTERING SYSTEM. Rd 0 CONSTRUCTION ENTRANCE FINAL }! NTS ® ISSUE FOR BID AND CQVSTRUCTTQV lR _Revisions and Addendums CITY CENTER MAIN STREET AT FANNO CREEK SHEET % This demolition plan set was developed �tED sTq Descri tion Date NO. A under Assistant Agreement No. 01123907 ox awe P By DEVELOPMENT AGENCY C-2 oworoed by tib.U.S. Environmental • PRELIMINARY DRAFT 3/T7�17 7 OS PROPERTIES DEMOLITION a T y i 13123 S.W. HALL BLED. .II Protection Agency. Rhos not been = "a 3 forma&reviewed by EPA. The views S Q FINAL - ISSUE FOR B/0& CONSTRUCTION 6/9/17 Z OS amec foster wheeler D, OREGON 417Y3 expressed aro solely those of the City a FAX: 50J-624-0752 EROSION AND SEDIMENT CONTROL PLAN D4 p Center Development Agency and EPA does i CCDA l¢ not endorse any products or commercial ,V�o WWW.DGIRD-OR.COV NOTES AND DETAILS 6 services mentioned, 4t PROSEC semonmssmsww DESIGN:DS I DRAWN:PM I CHECK: JK PROJ.NO: 97013 I BID ON: LEGEND S' EXISTING EXISTING , , MOB Off 0 SRAM MR CLEM OW ?-9 '' ;--4. MO SR CM OM ,N, -, MOM is , (0,,,,,, SIM MI PAEP Mil .1 , 'r PRE MON , SEM SEER MU 0 i MP MOW I CIS WO . MR NM 4. OAS PM '' .• //25 , SN OO I IMPEOI / \\ UM MC PEPUMCO , - , , swum SEIER 0.EPPI OW '4 MR 1.140011 BOX .. , '... ' A 1 ;';i ! I,') <4,,, SNOTPAY MR Mal 0 PM MST& , . ie• ...„, , \ ../P.0 'At, ' ' ' (,./e., • / ;4.4\ • 0\\ P \ , '44 v48 3' -:,,,EJ C soi COMMIVOSOS VALLI J--, , , ' , SOIET MT c COUSICIDOIS MOM FOX . , , , . I -' .0 , , . , LA/ L!,', )-10(:' , ,' , YAM et COMICATOO RISER '38 A3 881,3 ' .. •"... . - ''a. ..." 4, 3 ,,,,, , i NI 6.1,,"i S i,];',V3 MEM PM 9 -.„ ,-, ' , -, ; FXIS11NG , 38,A 15,a \ '/ , ,\N, ,,, . MOP&LK , , , !" ' .*-!-:St ';?, / .'',' ';`,. . mem im , ,,..,.7 139 98,.4 81 • ` E„. ,' _ 3,-, E83.3,' '3.3.. ' „ / \ - 0(,*,,. 4 0040P ITPC-0,41) .,."',40\4.0 ,'',.'"'-Y,-.,\ P‘'''' ;4: I-10 I.0 I 2 1(,',Ir ''. . EDGE Xi PAXIMT •\ I: 4' ' , I4 'XX Or I'S, '.,V2. , ., ..."'., MOT ---( / . , ME LK , \\ / . OM MCC , I • A V 1 lLK '`,1 2''.Cr' • , ,, '4., _,:, 4 ,\,\ 4‘.7-,0.1.'4,16 i L P:';00'. i •P -..• ,„...., ./ ',! ' \le MAN COILICAMS CIE -• P,m, ,52 74 FM VIC LK 7: /. F.,N- ,4393(1.-AW) GS IME , , 9 * / , '.:..*; A \ r''' 'f'' ...t.;\r' O.' C EA`..,'!..N(..0;,3PV . .' 'i'• . EN 145 49(,2'!C , MO Mt UNE 4-• '..:':;;.:;.... e ROA 1!-.11,-3, 0 , . E 44, '4532 0 n---4; swam SE181 DE 7.44 /0 , 1E '5003 / LIMITS OF /' .---' \ ' '•:""--'• , LIM OF COMO= •-••- •••—•••-... CONSTRUCTION->. \ , • ,, k , , - 9 S 0 •t- - 9 9, 1„,',, ... 1919. 159 22 GRIMM 110111A1111 -OF1W•••01-1W•••OM•••• . `,3,"- , , .. ' •-...........,:. 'E 14,77 ..9•'' ,''' . CONSTRUCTION ...\S'S ,,,,?„ swam me SFSFSFSF • ..0, .-"' 1NY,--' ,t' ,ENTRANCE ORM BAION —1136•••••41.84,86.•, - 1 r" LO-• A,F,)i ' X 6,66,4,,,• ,../..-)SEE DETAIL ink \‘.10 " '6 NOTES: , .0. VEGETATED CORRIDOR LIMIT • ‘e,- .. .---- , ,POMP ic,0,..Ap , ' ',......:.:.*:., • -'T.,.t lar Va. , (50'OFFSET FROM OHVV) • ---"‘ , „ , 0 CONSTRUCTION ENTRANCE NALL BE RELOCATED TO THIS LOCATION AS WORK SEQUENCES TO ALLOW BUSINESSES TO ACCESS PARKING AT •-•,,cf ,' /. ..0,..,<:•'-'-. fr _,...,,:, 1, .,_ „ , .....":;,, :4 i, ,..i.c,--,,, _ 1,- •d; 55141.9s-4-,' ,,, 9'. ' TAXLOT 2200.CONTRACTOR SHALL EXPEDITE THIS RELOCATION. SILT FENCE O. / ''Y.',`'.'"-'-',S ',.'” \ ' ' II , .,' „ , "..--,-,,,... ,' , • ' k-* " SEE DETAIL TV \, _ •,_ . . , 38,,,,,,, '-- '-3 , 3)-8-0 5 \ 'OE,ErND '4?5.6 \ • 'INSTALL BIO-FILTER BAGS AT 1 ./ ' /' '',1):0%,S.4. - • : "'(-•,jARIDRA 1 f.c./ ...la.' DETAIL I., ''' ' ,,-/ `,,4X0 1.- .-,,,:-„,- , ,,,,,,,i, ,:o;‘ '\ ''il?''ED , ' ,' • ' 1,0,f, \t.s ', , --;,--':>:7,P- ,,..--'' - . . .' ORDINARY HIGH --.. ,.. , xx\FOUNDATION .x.,, „- ,..,e, ,,,.•......„--c-- ,,,,...... , ,...---,,, -4 , "..,-, NI,'''' WATER MARK(OHVV) ,' ...-.---E.. • ,\-LINE , -- ‘4, -,c..b5' c..,'` s.. ' 88.4 E5,ir „/,„ ,^,.......• r--.• 411, , J , 38 1 3,, •, i .,6 ,,,,,,--,.." \ „,.4,, '' _ - MP i-...ND 144.;5 ,E, N 539:m,3343,,,A8 -,.3--FX STU At) TURBIDITY BARRIER AILM illt. •. ' 1, FIILSi'ED' ', ,i'fr ..„.....,;4. _L4' --.... 4,,..". ..-•'' jtitlt ,50,96 ../.......... ,F-ot, 138,r,04',..--.) ,3, CE,„„. , SEE DETAIL 1137,.. 4 •:,ii,i,,,,\, :\.,, ,38.13 1 , .,„,,,-'...„,338 7 ,...„3.,,, :?-- ,O, :Er'', ' „ '<., 1.N, 148E4(P.,*\IQ ,-- ..,/ 4 ' '',..?,.. • \,, 4 \ \;\ .,, ....',• .44 - •-• ." ` . ,,..., ,E.091 1481'(9.8.1•1 , 9 , • - 0 '''''' • k '4:., .. ,v.,: , ,,,,,, , • ‘, : , . ,,' ., ' .,• ',., „r' --.' ',:.,.N...3 ‘ ,..-----,.;-'-'-''.'„;'"Alk-, ... i1.IVlt.,„ a•x3.,,'\',.-:,-,.E..-'-''.-.;„,'-."..1',"„,,,„,;.;-.;e ( ER,XS8 A,N5,0c.8'3 4-7 0„ GA: _ 122%t : . 1 , ' i - 1 3 382„ /,/439 . . / FN139 9(8E44) -... 3.48084.S CREEK E - E-.-33, \ , f 82,, ,744712eSf, / )E N 383 6.,_,1/23) E_.14 ,4729(6 3,,`, . -' 1AX i.3,E 1 5'3)0 I.-.1 ,,,... -, , - ---. , , , 83. N 147 58 12,'NE) ,F,N ,47 88 18, -428 ES 7 ,r, ,r „„,,,,,IE ' -4”. ..../...; LE,I,r 'r,2 1.1.2'S'A‘! ''ii+P : , . 1,8E T '',1 0/ 4 - • ' ''''''''' 3 *8,3, ,,, -.. ;P -'1- 8 al, 4435: c53454 / N 444 4374 ,33- 'r r' . - ,_X SI34 42 -,-x ,,A9 44- 34'- - " 7344 ,5!82 , , • , , = . 146 15(3"Al - '-',Th" 145 3,9;3'2E; 1 1 .. ., so 1FINAL Iii0. 20' , , ISSUE FOR BID AND CONSIRUCDON 11 , Revisions and Addendums .11IMMIIIRMI, „ ' CITY CENTER MAIN STREET AT FANNO CREEK SHEET si 1- This demolition plan set was developed under Assistant Agreement No. 01123901 ,t‘I'D 874% awarded by the U.S. Environmental Description ; GI *„ PRELIMINARY DRAFT Date No. By' 3/17/17 1 DS DEVELOPMENT AGENCY C-3 q Protection Agency. It hos not been 1 F7NAL - ISSUE FOR BID dr CONSTRUCTION 6/9/17 2 DS amec foster wheeler ___ * i 13125 S.W. HALL atm TIGARD, OREGON 97223 PROPERTIES DEMOLITION 4 OF II form*reviewed by EPA. The views expressed are solely those of the City < - 'It < Center Development Agency and EPA o'oes 14. 1,14,2,, not endorse any products or commercial 06 e .,, CCDA VOICE:503-639-4171 FAX: 503-624-0752 14141437GARD-ORSOV EROSION AND SEDIMENT CONTROL PLAN 4 il services mentioned. 4/pnOlt DESIGN:DS I DRAWN:PM I ChlECK: JK PROJ.NO: 97013 I BID ON: