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Plans xi- ,s1/4 -9'- ell/ 31- Aar V CONSTRUCTION NOTES CITY OF TIGARD .,a A. GENERAL OREGON �' Crs r- �,yr 1. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND Ce 1 #�$ z ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT IN AN PLANS FOR PROJECT e: - POrt(and:" ACCEPTABLE MANNER.ALL INCIDENTAL WORK SHALL BE INCLUDED IN THE UNIT 8686 S W OAK STREET _ _ PRICE BID FOR THE ITEMS OF WORK LISTED IN THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL IS CONSIDERED INCIDENTAL. " 9 ,. Beaverton - 2. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ONE(1) DEMOLITION AND EROSION CONTROL SET OF APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS INCLUDING ALL ADDENDUM ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION PHASES. '" r+,E.111$ -:; PROJECT LIMITS CIP NO. 94048 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 •BM#27 m r �-, HOURS PRIOR TO BEGINNING EXCAVATION. w K_�,-vmamra - 0 tS135AA02500 4. CONTRACTOR TO PROVIDE TRAFFIC CONTROL APPROVAL PRIOR TO CONSTRUCTION w 10440 SW 87th AvfNUf aC 15135AA02400 ssa I< U 1 8545 SW OAK STREET ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. CONTRACTOR SHALL MAINTAIN 15135AA03704 = 0 - rrrnauk,e ACCESS TO ADJACENT PROPERTIES AT ALL TIMES, k oc �f68°Southwest 10455 SW 87th AVENUE m < - Oak StreetB. UTILITIES N ! C' • .. ,- '` 43i 4 ..., .1....,Cry 1. ALL PUBLIC UTILITY WORK SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE - I I Ata CURRENT CITY OF TIGARD CONSTRUCTION STANDARDS,CLEAN WATER SERVICE Z - r STANDARDS.ODOT STANDARD SPECIFICATIONS OR APWA STANDARD SPECIFICATIONS. m \ -J • C. APPROVALS f ,• Tigard M j# c*o,e ,,...., is-=.z; •f a 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY THE CITY OF SW OAK STREET(C.R.823) TIGARD AND THE ENGINEER PRIOR TO IMPLEMENTATION. 15135M03702 I______ - - _ - - - - - VICINITY MAP 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS BEFORE WORKING IN THE ens SW OAK STREET PUBLIC RIGHT-OF-WAY. I PRE-CONSTRUCTION,CLEARING.AND DEMOLITION NOTES: 51S135AA E C E I V E D I 8686W_OAK STR STREET 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL, _ -� - __-_ CONSTRUCTION ENTRANCES.ETC.)MUST BE IN PLACE.FUNCTIONAL,AND 1 7`/� I APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF / i 15135AA02801 ��� ^ ZOLl CONSTRUCTION ACTIVITIES. / v L 1 2. SENSITIVE AREAS EXISTING ALONG ASH CREEK.NO ACTIVITIES ARE PERMITTED TO T / OCCUR BEYOND THE CONSTRUCTION BARRIER. / CITY OF TIGARD • 3 MEASURES INCLUDING.BUT MAY BE REQUIRED TO ENSURE OTHAT T IALL DPAOV D AREEAS ARE T PKEPT CLDEAN FOR rTHE ( 15135AA02ST0 BUILDING DIVISION 1509 SW HALL STREET DURATION OF THE PROJECT. IS135AD01200 1 i 1 LOCATION MAP INDEX OF SHEETS - SCALE 1"=40' NO. NAME TITLE 1 C1 COVER SHEET 2 C2 EXISTING CONDITIONS PLAN 3 C3 DEMOLITION & EROSION CONTROL PLAN 4 C4 DETAILS CIVIL ENGINEER CITY PROJECT MANAGER WASTE WATER/STORM SEWER TONY WELLER,P.E.,P.L.S. JEFF PECK ROB BLOCK 13190CESI S.INC. CITY TIGARD CIT2 F TIGARD' (''�R k 13190 SW 68TH PKWY,SUITE 150 13125 SW HALL BLVD 13125 SW HALL BLVD TIGARD.OR 97223 TIGAR,OR 97223 503-718-2607 503-968-6655 503-718-2466 ROB@TIGARD-OR.GOV TWELLER@CESNW.COM JEFFP@TIGARD-OR.GOV 1 CITY OF TIGARD Approved ATTENTION' ,',pprove.d by Planning fl BENCH MARK ,; Oregono lawo renter. you to follow rulest adopted n by the Oregon Date: 01121 12074 d P' Notification Center.Those rules are set forthcop:in OAR rules952-001-0010b i +Q"Jla I CITY OF TIGARD BENCH NUMBER 271,WASHINGTON COUNTY BENCH NUMBER 291. through 952-001-0090.You may obtain copies of the rules by calling + t A BRASS DISC STAMPED W.C.36 IN THE SIDEWALK AT THE SOUTHWEST CORNER OF the center. (Note:The telephone number for the Oregon Utility {M+IIGia�. THE BOX CULVERT ON THE WEST SIDE OF SW HALL BOULEVARD 100'NORTH OF Notification Center is(503)232-1987)ki . +libels. INTERSECTION OF SW HALL BOULEVARD AND SW OAK STREET. +� ATTENTION:Notify NW natural at(503)220-2415 when it ELEVATION:269.822 FEET(NGVD 1929) excavating within 5'of an existing high pressure gas main41. ',�QEO PROPpSS Revisions and Addendums SHEET THIS DESIGN COMPLIES WITH ORS 92.044(7)IN THAT NO UTILITY INFRASTRUCTURE >4GINEF cs l A A ENGINEERING DIVISION ag.lggggg IS DESIGNED TO BE WITHIN ONE(I)FOOT OF A SURVEY MONUMENT LOCATION Twr' 4, t406/ q -, Description Date tJO.}BY S PUBLIC WORKS DEPARTMENT SHOWN ON A SUBDIVISION OR PARTITION PLATE.NO DESIGN EXCEPTIONS NOR J 1J725 S.W. HALL BLVD. 8686 SW OAK STREET DEMOLITION 1 FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD DIGITALLY SIGNED '-'� • 1 I TIGARD OREGON 97223 OF CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. OREGON - i VOICE. 503 539-4171 COVER SHEET v a _ -.. tx .i I _ ter•-ISm 4 4 �27. Y 26.t91"\`1� �» .. ___.--_-•-_ 1 1 c r ,.. r722,1 FAX: 50J-624-0752 Sbryy R Wti 1 a r »avw ncARD oR.cov FILE NO d '- `"'��-'� -�-- `-"' rTHIS DRAWING IS FULL SIZE WHEN 22'X 34'OR 15 REDUCED TO HALF SCA.E*HEN 1:"x 1 CES 3693 RENEWS s,'3o:22 DESIGN:ARW[DRAWN.BRM�CHECK. ARW PROD.NO:CIP 94048[BID ON: i A NOTES I. THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND 1TTILMES ---' - -- - - i SHOWN ARE ALL THE UTILITIES IN THE AREA.THE UNDERGROUND UTILITIES I SHOWN ARE BASED ON LOCATE PAINT MARKINGS IN THE FIELD AND AS-BUILT I E MAPPING.UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ;�, 8M #271 l ON THIS SURVEY,BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM PAINT MARKINGS ON THE GROUND,THE PAINT MARKINGS ON THE GROUND WERE PROVIDED BY ONE CALL UTILITY LOCATES(8111. LU ,-i D •raA02S(,: 1-1 1. STORM DRAIN AND SANITARY SEWER LINES SHOWN ARE APPROXIMATE i Z "87th A': AND BASED ON VISIBLE ABOVE GROUND EVIDENCE AND AS-BUILT MAPS. LU c 3. THE HORIZONTAL DATUM AND BASIS OF BEARINGS IS NAD 83(2011) > L.) I eD I EPOCH 2O10.00 OREGON NORTH 3601,INTERNATIONAL FEET.GPS OBSERVATIONS UTILIZING THE OREGON REAL TIME NETWORK(ORGN)WERE HELD AT CONTROL POINT NUMBER 10 AND 11.TERRESTRIAL GROUND I. MEASUREMENTS WERE TAKEN BETWEEN THE ALL INTERVISIBLE CONTROL N POINTS.TRIMBLE BUSINESS CENTER VERSION 4.0 WAS USED TO ADJUST THE Q I CONTROL NETWORKS. CO > z THE VERTICAL DATUM IS NGVO 29(CITY OF TIGARD DATUM).AN ELEVATION J c OF 169.822'FEET WAS HELD AT CITY OF TIGARD BENCH NUMBER 271, ;p. (!I ,� D WASHINGTON COUNTY BENCH NUMBER 291.A BRASS DISC STAMPED W.C.36 O 1. IN THE SIDEWALK AT THE SOUTHWEST CORNER OF THE BOX CULVERT ON THE S m WEST SIDE OF SW HALL BOULEVARD 100'NORTH OF INTERSECTION OF SW 1; HALL BOULEVARD AND SW OAK STREET. ---- - - --- -" -"- J 1 J ! tr 4.THE ENTIRE PROPERTY APPEARS TO BE IN THE(AE)FLOODPLAIN AND A I 1 / FLOODWAY Q PORTION OF THE PROPERTY IS IN THE FLOODWAY AS SHOWN PER FEMA FIRM MAP 41067C0534E,EFFECTIVE DATE OF NOVEMBER 4,2016.THE FLOOD CB FI RIM=168 90' \ \ ELEVATION FOR THE PROPERTY IS 172,50'(NAVE)88). 169.00(NGVO 29). 1 FIBER OPTIC COMM.RISER o 1 \`L. in i /COMM.VAULT J / SMH RIM=169.^1' _.ram �J '2"STEEL • Nor a,. 1Fnu•N EIEGEVt� 3/4„STEEL 1 , el --- A LEGEND ARE SHOWN ON SURN'Ec ! - - _ J 0 -CATCH BASIN CONTROL POINT#10 I I • e -WATER VALVE GUY WIRE ;� �IE 1z"colNc=167.u' SW OAK STREET (C.R. 823) - PR -WATER METER - - - -- - - 05 -SANITARY SEWER MANHOLE I V SHRUB(TYP.) 20"HOPE TVWD © -STORM DRAIN MANHOLE I -SIGNAL LOOP A O CLEAN OUT SMH RIM=168.68' I FIBER OPTIC ��GUARD RAIL r, ---. 4„WA?TERLI�E" o__G D4 -IRRIGATION CONTROL VALVE S cv CB FI RIM=167.65' / pd -GAS VALVE /_ O fY� T ��� 2"STEEL I I `5'HEDGE % / ;-ti_4 El -GAS METER ) '�-_ / ,• ABUTMENT 8 -MAIL BOX �' I I I A • I1 -LUMINAIRE SMH RIM=168.60' S /'� I I I _ : - • -COBRA HEAD STYLE LIGHT t4.-1 I I - l. • -COMM RISER �, 3^WIRE.§ENCE -..._.;if, 4''�/INYL EENL-E- ® -COMM JUNCTION BOX .- I -� o s WIDE 30 30' RH SEWER • --SIGNAL JUNCTION BOX o. 6":• C. I -- / _ ti S•Ot K,'CUMENT EASEER'*' i© -ELECTRIC METER HEA•- ALL GARAGE 92-mu91 E ® -ELECTRIC JUNCTION BOX • 1 '0, -UTILITY POLE L..... c IE 15"HDP=164.73' -UTILITY POLE W/COBRA HEAD •:Fl RIM=165.04' . "^^— SAND BAG BARRIER -GUY ANCHOR I E)15"HDP=164.97' zr, -FIRE HYDRANT BOTTOM=164.39' ' --0--SIGN SCO RIM=168.15' , r SINGLE r-WETLAND FLAG i FaMur 0 iP (HOUSE ( ® -TEST PIT 1,076 sf • mw ® '� MONITORING WELL -' (: • -FOUND MONUMENT • 1 4s: 1 GABIAN/ROCK WALL ❑ -FOUND MONUMENT IN BOX a WIDE Tce O I• 1 DOC mENT 92 O",NUMBER94 SET MONUMENT 1 10' Q -CONTROL POINT • S CHAINLINK —i -LINE CONTINUES TO UNKNOWN LOCATION I' -E- -UNDERGROUND ELECTRIC LINE • -sr- -UNDERGROUND STORM DRAIN LINE GATE 1' 2l0 10 0 20 -SS- UNDERGROUND SANITARY SEWER LINE 166 -c- -UNDERGROUND COMMUNICATION LINE • -T- -UNDERGROUND TELEPHONE LINE -Tv- -UNDERGROUND CABLE TV LINE A 1 -w- -UNDERGROUND WATER LINE 1 -0- -UNDERGROUND NATURAL GAS LINE I -SIG-- -UNDERGROUND TRAFFIC SIGNAL LINE -OH...-. OVERHEAD UTILITY LINE , ---0-. -FENCE LINE SMH -SANITARY SEWER MANHOLE 1 -DMH STORM DRAIN MANHOLE CONTROL POINT#11 T ; I I CB -CATCH BASIN I FI FIELD INLET __ d XI • ,1 -CONCRETE - -ASPHALT ter DECIDUOUS TREE(DTR) -EVFRI:N TN TREE IFTR) '' F S Revisions and Addendums 1 • SHEET LLL"'...aw..rr++r+rrrTTT PRo 9 FR" FS "' E 4 �14061 I Dote No.'By C L S N`/�J ''ENGINEERING DIVISION GINE o ,/v .,,�F, .p � Description IPUBLIC WORKS DEPARTMENT EXAMPLE DIGITALLY SIGNED • • (13125 S.W. HALL BLW,• 8686 SW OAK STREET DEMOLITION 2 �12'DTR 5� OREGON `.-VOICE OREGON 97223 OF as Q PAK' so3-s39-4 2 EXISTING CONDITIONS PLAN 1 k I-26.19 e , FAX. 503-67I-0752 4 M,R,r.I�� .__._ -. I c 1 ...i i>:WNW F „r.-, ..."<.:., A IG' FILE NO i ,NAME n R NO.OF TREES TYPE FROM ONE BASE RENEWS.613022 DESIGN:ARWI DRAWN:BRM I CHECK: ARW PROD.NO:CIP 94048I BID ON: THIS DRAWING IS FULL SIZE WHEN 22'X 34'OR IS REDUCED TO HALF SCAI E WHEN 1 I'X 17" CES 3693 - EROSION CONTROL NOTES: I ❑i INSTALL INLET PROTECTION TYPE 5(PER DETAIL ON SHEET 4) i 2a INSTALL SEDIMENT FENCE(PER DETAIL ON SHEET 4) 0 LIMITS OF CONSTRUCTION,CONTRACTOR TO INSTALL ORANGE 1' BM 4 271 VI CONSTRUCTION FENCE AROUND LIMITS OF CONSTRUCTION. 0 THE EXISTING PAVED DRIVEWAY TO BE USED IN-LIEU OF A rl GRAVEL CONSTRUCTION ENTRANCE AND SHALL BE REMOVED i z AFTER THE HOUSE DEMOLITION IS COMPLETE. W DEMOLITION NOTES > U O CONTRACTOR SHALL PROTECT ALL EXISTING TREES = I, v I eV 0 O DEMOLISH AND REMOVE EXISTING HOUSE.GARAGE.DECK AND ALL 1— ce Q N. PARTS OF THIS STRUCTURE INCLUDING THE FOUNDATION. CONTRACTOR TO INSTALL PERMANENT SEEDING OVER DISTURBED CO FINE-GRAINED SOILS AFTER DEMOLITION IS COMPLETE.SEE LLI GENERAL NOTES FOR SPECIFIC INFORMATION REGARDING REGULATED BUILDING MATERIALS PRESENT IN THE RESIDENCE m. Icn30' _ 0 0 DISCONNECT EXISTING SANITARY SEWER SERVICE TO THE HOUSE. 03 CAP THE SERVICE AT THE CLEANOUT. J 0 DEMOLISH EXISTING OVERHEAD POWER SERVICE FROM THE I I Q EXISTING POLE TO THE METER.CONTRACTOR TO COORDINATE 1 = WITH THE UTILITY PROVIDER(S)FOR DISCONNECTIONS). \ 1 0SHUTOFF EXISTING WATER SERVICE.TVWD TO RECOVER WATER o, \ IA METER AND ABANDON EXISTING SERVICE •\ 4 • • ODEMOLISH EXISTING DRIVEWAY AND SAWCUT CLEAN EDGE AS DIRECTED BY THE ENGINEER AFTER DEMOLITION IS COMPLETE. ��-'' ` _®_ CO DEMOLISH EXISTING PLASTIC AND CHAIN LINK FENCE it. ` O DEMOLISH EXISTING KEYSTONE WALL I / I / SW OAK STREET (C.R. 823) OPROTECT EXISTING BARBED WIRE FENCE .. .... . - 10 PROTECT EXISTING ROCK!GABION WALL O' ll PROTECT EXISTING SHRUBS AND VEGETATION ) El 0! _ 12 REMOVE ALL TRASH.DEBRIS.MINOR STRUCTURES AND 7 r 4 \ MISCELLANEOUS NON-NATIVE ITEMS LOCATED WITHIN THE LIMITS t7 \S� 0 v(! u OF CONSTRUCTION. © t ,- t 1 GENERAL NOTES '/ u-4- �'I1 _ A • 1 CONTRACTOR TO SHALL COORDINATE WITH UTILITY PROVIDERS // •( I FOR REMOVAL OF ALL CABLES ENTERING THE PROPERTY ye-., i / © O r 1 I 1 I •` 7 -_ © ® / (ELECTRICAL,CABLE.COMMUNICATIONS,ETC). i J c. 2. CONTRACTOR SHALL READ AND INCORPORATE CONCLUSIONS AND 4 . RECOMMENDATIONS FROM THE"PHASE I ENVIRONMENTAL SITE i' O I � _ 30 SO ASSESSMENT"BY WOOD ENVIRONMENT&INFRASTRUCTURE / - - SOLUTIONS,INC. AND'HAZARDOUS BUILDING MATERIAL SURVEY" • 6 J BY HA DEMOLITION. O (� cAaccr 3 PRIOR TO DEMOLITION,THE CONTRACTOR SHALL RETAIN A DEQ 1/`_J LICENSED ABATEMENT CONTRACTOR TO REVIEW THE HAZARDOUS _ BUILDING MATERIALS SURVEY AND CONDUCT A RECONNAISSANCE '0`�,O " f ® OF ALL RESIDENTIAL INTERIORS INCLUDING CRAWLSPACE AND SDI i j ROOF TO CONFIRM LOCATIONS AND VOLUME OF ACBM. 4. CONTRACTOR SHALL RETAIN AN OREGON LICENSED ABATEMENT CONTRACTOR TO COMPLY WITH GOVERNING ASBESTOS REGULATIONS AS REQUIRED BY THE OREGON DEQ THROUGH OARs • 0 I -e 340-248 AND EPA AHERA REGULATIONS DURING DEMOLITION. I :13,_E 4. CONTRACTOR SHALL COMPLY WITH GOVERNING REGULATIONS ,.ni r FOR LEAD PAINT REMOVAL AS DISCUSSED IN THE HAZARDOUS O�i I _,�,.;;E 0( BUILDING MATERIALS REPORT. 5. AS REQUIRED BY DEO AND EPA REGULATIONS.ABATEMENT OF • Ir, ACM MUST BE CONDUCTED BY CERTIFIED ASBESTOS WORKERS I I �I:.. 0 UNDER THE DIRECT ONSITE SUPERVISION OF A CERTIFIED 3 ASBESTOS SUPERVISOR BEFORE ANY RENOVATION OR 1 I C.-":''. DEMOLITION ACTIVITIES TAKE PLACE. '` 0' 6. WHEN WORKERS MAY BE EXPOSED TO LEAD.IT IS THE EMPLOYER'S RESPONSIBILITY TO ENSURE THAT WORK PRACTICES ARE IN ! © ACCORDANCE WITH THE EPA'S LEAD RENOVATION,REPAIR,AND I I Mk 4 PAINTING RULE(40 CFR 745).PRECAUTIONS MUST BE TAKEN DURING RENOVATION AND DEMOLITION ACTIVITIES IN a�� ACCORDANCE WITH THE STATE OF OREGON REGULATIONS(OARS 240-248)TO ADDRESS WORK SAFETY AND PROTECTION OF HUMAN ® �I• �� 2I0 1020 II I HEALTH AND THE ENVIRONMENT. ' 7. CONTRACTOR SHALL RECYCLE,SALVAGE OR REUSE MATERIALS • / ACQUIRED THROUGH DEMOLITION OR REMOVAL TO THE MAXIMUM 3 EXTENT PRACTICAL. I 0 A ' 8 MATERIALS REMOVED DURING THE DECONSTRUCTION AND • DEMOLITION ACTIVITIES WILL BE SEPARATED BY INTENDED END USE/DESTINATION(E.G.RECYCLING OR DISPOSAL).MATERIALS 0 / CONTRACTOR TO PROTECT EXTG SURVEY MONUMENTS.IF WILL BE BROKEN DOWN INTO APPROPRIATE SIZES BY USE OF MONUMENTS ARE DISTURBED BY CONSTRUCTION t SHEARS.BREAKERS AND CRUSHERS,SO THAT THEY CAN BE • • ACTIVITIES,THE CONTRACTOR WILL HAVE THE FITTED AND LOADED INTO TRUCKS OR ROLL-OFF CONTAINERS. 1 MONUMENTS RESET AND A RECORD OF SURVEY FILED • STOCKPILING OF DEBRIS WILL BE AVOIDED TO THE EXTENT • WITH THE COUNTY SURVEYOR'S OFFICE.(TYP.) , t PRACTICAL WITH PREFERENCE FOR DIRECT LOADING OF Ig DEMOLITION DEBRIS THROUGHOUT THE WORK DAY. • • R 9. THE CONTRACTOR SHALL NOT ALLOW ANY DEBRIS TO FALL INTO • _ 3 ASH CREEK.ANY DEBRIS THAT FALLS INTO ASH CREEK SHALL BE A :9 REMOVED IMMEDIATELY BY HAND. 91 10 CONTRACTOR TO SMOOTH GRADE THE AREA WITHIN THE FOOTPRINT OF THE BUILDING AFTER DEMOLITION.THE 4 CONTRACTOR SHALL AVOID IMPORT OR EXPORT OF SOIL TO 11 PERFORM THIS GRADING.11 qfO PRpp 11. CONTRACTOR TO SECURE THE CONSTRUCTION SITE WITHIN THE SSE' Fss Revisions and Addendums SHEET GINf o -- DIVISION LIMITS OFCONSTRUCTION AT THE END Of EACH WORKING DAY w� 0� Fp " Descri tion ., _ _ _ Dote '10. . A PUBLIC WORKS DEPARTMENT c 12. PERMANENT SEEDING FOR ALL DISTURBED,EXPOSED SOILS MUST BE ` t401F S ! Ws PLANTED UPON COMPLETION OF PROJECT CONSTRUCTION ACTIVITIES. DIGITALLY SIGNED "'� -- !ENGINEERING JJJ25 sO GOLL 722 8686 SW OAK STREET DEMOLITION 3 SEEDING MUSTTAKE PLACE NO LATER THAN SEPTEMBER IST, SEEDING OREGON - - - il�D,800JJ-63a4I7I DEMOLITION & EROSION CONTROL PLANII tiw EWE I arl. y -I 4 SHALL BE COMPOSEDOF THE FOLLOWING MIXTURE,ORANAPPROVED SyY26.,gs4� -------`--" '----" '__"`�T'" Ir 9 ()r n r 3 FAX: 50J-624-0752 EQUIVALENT(APPLICATION RATE IS 100 POUNDS PER ACRE) 'O .R�E - I(1H rG-- �' NWIY.DGAR0-OR.GOV FILE NO ANNUAL RYEGRASS,40%BY WEIGHT TURF-TYPE FESCUE,60%BY WEIGHT RENEWS.W30:22 DESIGN:ARWI DRAWN:BRM I CHECK: ARWP 940481 BID ON: THIS DRAWING IS FULL SIZE WHEN 22•X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" LOS 3693 1N0.1.0 LRCMS FAaUC FENCE TD AMMO SOIL+S TRAPPED• -. i i i PTBAR Fi7R BAG REMOVAL—,,... EATEN BASIN:liAtE n M 1J tERIONMRO Y.2- .-. ROSES A ATTACH PLAN VIEW cATCE:aw As - ._, ;�:, NOT TO SCALE 'r fcY _ -` -.� • :'ANSON RESTRAIN! USE SOT0ED LOOPS '�',`gy1i 3*mar OVER 2'.Y POSTS NoTES; • :+i` FROM TOE SLOPE- ' Vim+ r, 0050 UOTOUt OF FILTER FABRIC E. AI VERTICALLY BELOW Esm,SmED GRADE. 2,_E• 2 2'.2-FIR,PAK OR STEEL FENCE //-- r 3 C-D' 3 POSTS TO BE 1VST ,ED ONUPHE.i STORM w?E-� • ` 1 I CCA OF%APE. •, A. COMPACT BOTH IDES Or FEEER f F {: FAANIBBC S . B. 5 PELS MOI MOSTT BE PLACED 1 FNMA fNAM ACCORDING TO SPAGNG Oh Of IAI _ 1 r•, MATCIBAL 3.1- 1 NO ORO • "• _A • NOE ABELS. PROFILE NOT TO SCALE VLN 1 I N . :: F#L TER zAl.. : , ..s 't xrvhi. i. 101LA r.vwir,NAIUII Y-B' x 'tx:. —SB'IWE ROUs '"'` CATCH BASIN INSERT I 5" I ' . ,./ r l/. . 4�, .,''y/ - L BIAARNAM SPAEPn, FOR LATHER HMONNA-KN RECESSED CURB!MI' CATCH BASINS •air DESIGN EMI CRITNER TERIA SEEN 011 L_B COURT ES SIGN OSION PRESENTR MUST BE BLOCKED ASHEN USING Hilt#SEE ' LMPTER 4 OF CLEAN MATED FROM i vIE'W YPNOs EROSION BE EN ON FABR't IyF£SACKS SIZE OE FILTER FERVICES EROSION PREVENTION NOT TO SCALE A40 SEDIMENT CONTROL • • _A T '. .T TO BE DFTEE' AND SEDIMENT CONTROL ,..Mw END DESRN!Am., "TANNING AND DESIGN MANUAL. SEDIMENT FENCE INLET PROTECTION C leanWater Services TYPE 5 C 1.eanWatcr Services DRATONG ISO '. CRAYON(. NOTES FOR NIMMES REFORMATION CN DENIM CRITERIA SEE WINN.NMALL ASORUNOFF OCCURS.A LIATAL0550LE AND EXPERIENCED PEPSIN IN THE PRINCIPLES,PRACTICES, CMAPIER 4O W CLE MAIER INSTALLATION.AND MAINTENANCE OF FROSOC AND SDIMEN#CONTROLS WHO WCMRS FOR ENE PERMRTEE MUST NWVIOE ONLY SEAACES EROSION WSIENDON MINAC ENASOf THE EROSLO N AND SEDIMENT CONTROLS AND DISCI ARGE OEM AILS ANO SEDIMENT CONTR4 %AMMNG IFND DFMOY MIYMIK l CONSMUCTNNPACPVITUS MUST AVOID ON AAI WTS 11CAVADCM OF RARE GAOUNOFROM OCTOBER I THIDUGH MAY MST EACH RAN, 3 WRING WET WEATHER AETOD,TEMPORARY STABEMATON OF THE SITE MUST OCCUR AT THE END OFF EACH WON NET. a MOMENT CONTROLS MUST BE INSTALLED AND MUMNNED ON ALL DOWN GRADIENT DOES O THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION.THEY MUST*[MAIN N PLACE UNTIL PERMANENT VEGETATION OS OTHER PERMANENT COVERING O FIPOSED SOIL ISESTAN*NE0. 5 ALL ACTIVE EMITS MUST HAVE MOWER.CONTROLS ABTALLLO AIO MAINTAINED AT ALL TRIES OUMNG COMTNURON.WHAM OTNESWTSE APPROVED,A SURFACE MOUNTED AIMATTM:IMNE,OSHAPEO FILTER BAG IS MOORED FOR ALL CUM INLET CATCH BANNS S.SIGNIHCAAR AMOUMOS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED W WTHN 24 ACUTE AND PLACED MCI ON THE SITE APO STARCIZDD OR MOPENY DISPOSE D.FIN CAUSE OF ON SEDIMENT RELEASE MUST N FOUND AND PMVWT/D FROM CAUSING A RKAIRENCE OF ITO DISCHARGE WED AN THE SAME 24 HOURS..WY'AMSTTEAAI CLEAN TWO SEDIMENT SWtU N PRIMME0 ACCORDING TO THE GREGOR DEPARTMENT O STATE LANDS REOS1REO TIME FRAME I SEDIMENT MUST NOT SE INTENTIONALLY WASHED INTO STOMA SEWERS,DRAINAGE WAYS,OA WATER WOES. OfS Stu IIf EA Sr OM?RAP * 2 MNANNT MUST BE AEMOK°FROM Boom AL SEDIMENT CONENOI MEASURES WHEN IT HAS REACHED A.MFITO TO RN TEE BARBER NIGHT ANOPROR TO THE CONTROL MEASURES REMOVAL "� OTI00NGONTIORIATURESWINSAPSMUSTOCURWHENMESEDWIENT RETENTION CAPACITY HAS NEN REDUCED BY SON P lark,SEE NOTE NO S i AND AT COMPLETION O PROJECT. :- :0 ANT USE O TONIC OR OTHER HALARDOLIS MATERIALS MUST NCIUDE PROPER STORAGE.APPLICATION AND DISPOSAL. :1 METE,!Av E Mi15T 1OPFRLY MANAGE HAEARDOUN WASTES,USED OILS,CONTAIBNATED SORT,CONCETE WASTE,SANRARY WASTE.1KNO WASTE.OR OTHER TANK SUBSTEx[ESNSCOVFREO ORGEEHRATFDOIRRNG CONSTRUCSAN :2 TN APPIKATMNIMR O FERTILIZERS USFUTDECNTATERS MUMINMIM MUSTFOMWMANUfARtDFASAECOMMFNUSERAS. r nU1TBfM Rit13[SFRgE FERTILIZERS TO SURFACE WATERS MUFNMINMIIID.TIME RELEASE ftRDLOERf L101ADN USER AND �' , • •r CAREN MNFNRSONS ION NSM ESPO SIBL FORAMINA WATERINSTA WAY IONAND'PANNE MADEE. '% V4Vf SION AND • ASTIC PROJECT NOTE.VEGETATED CONDORS TO A DEUINEATEO WIMOMNGECONSTRUCTION FENCE°SAMOYED EQUAL I•-aF�'H�w�H, .N :5 POOR TOANY LARDNSTURTNG ACTIVITIES THE PROTECTION MAT MUST BE INSTALLED ARE GRAVELCONSTRUCTOM E00ETCE MESH FENCING INMATES SEDIMENT CONTROL.MID INLET PROTECTION THESE BAPS MUST BE MAINTAINED FOR THE DURATION O THE PROJECT /' II If VEGETATME SEED MIXES ARE SEGUED,NTWNG MEET TAKE PLACE NO LATER THAN SFPTEMBERIst,THE on AND PENCIMAGES CROUCH CONTRD-BARRER O N TAM IN TM AS OlNTFED ON THE PUNS OP AS SPOHED BY THE DESIGN ENGINEER SCOOPED 0 TOE OF AIDE. I A I3 WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTIOTNSTE.AN APPROVED EINxVALENO PLASTIC SHEETING IS TO DRAIN TN SOIL ON LTC AT A DISKdATTD LOCATION USING APPROPRIATE BAR;SON MUST BE NAINOSUTFNRMILY TOTE MIIBMALSJAWGE. IS AL PUMPING OF SEDIMENT LADEN WATER MUST BE dSHARGf0 OVER AN UNDISTURNED,PROVABLY VEGETATED AREA AND 6' METAL "T" FENCE STAKES THROUGH A SEDIVENT CONTROL SAW B.E.EATER RANI. II.THE ESC PLAN MUST N OPT ONSETS AL MEASURES SHOWN O4 TIE PAN MUST SE*STALLED PROPERLY TO ENSURE THAT ORANGE CONSTRUCTION/TREE PROTECTION FENCING DETAIL ! StDIMLNT 1ADEx wane ODES Nm ENTER A SUMACS wAMA 5Y5tEA,MSADwAr,OR01.4 MINUTES Nc,;Fc N75. Hf THE ETC MEASU MOWNRES DWN ON OAS JEAN AnTHE MNIMM UAEDLIIREMFNTS FORANTOPATEO SETECOEDITOM MN i WG IN Bi CONSTRUCTION MOOD,THESE MEASURESSNALL N UPGRADED AS NEEDED TO MARMITE COMPLIANCE WITH ALL REGNATIOSS. NAAMIV 12"OVERLAP OF ALL SEAMS RF0.)0EO A 21 WRITTEN ESC l0G3 ARE SUGGESTED TO PE MAWTAINEDONSHE AWE AVAILABL TO DISTRICT NISPECKNE N M UPO04E31 2. BARRIER RCO3*S.D O TOE OF STELA C. S. COVEANNG MANTABEO TONTEY N PUCE BY USING SANDBAGS OR NEC ,.i-0t:: R l2 IN AREASCABER 10 WHO ITBA,M ON,APPLO HTSIET AFPS MUST NUSD WHKE WY INCLUDE,HE PPPNATONOIRN WATER ROPES VAT.A MAXIMUM ID'INC SD ':.LL C _^T^N< SPRAYING.PLASM SHEETING.MIAOfNG ON MICR APPROVED MEASURES 4 TS&SRC M EKIEND MENLEU4 0 5 21.ALRDPOSEO SONS MUST N COVERED DUR15G WET WEATHER PERIOD. ax STANDARD EROSION CONTROL$i NOTES FOR SITES LESS THAN ? (Ic5nWitt. Sttlicos PLASTIC SHEETING Cic1nWato7'Services RAWENG NO. 945 ACRE tg ti �1t�GINFssot Revisions and Addendums ENGINEERING DIVISION SHEET 11 v w q Description __.,_Date No..B. r C ' /�T�_� . J j v ,/`/ PUBLIC WORKS DEPARTMENT • nI DIGITALLY SIGNED --{- 13125 s.w, riwa BLVD. 8686 SW OAK STREET DEMOLITION 4 TIGARD OREGON 97223 OF I VOICE 503-639-4171 �' oREcoN --- - — DETAILS R 0� 4 it N \l r>,Th I Hi.un Suitt ISO /F"'N"� 4 'S tij.�F26\A �� _.__ .. _. 'I i 1 C T r1 97223 IT FAX.' SOJ-621-0757 Sbryy R v+E — ,.9 v t E 1wwWTGARD OR.GOV FILE NO p u"TI H� It! --- -` `--.j - THIS DRAWING IS FULL SIZE WHEN 22"X 34"OR IS REDUCED TO HALF SCALE WHEN 11"X 17" CES 3693 RENEWS:&�3D122 • - DESIGN:ARWI DRAWN:8RM I CHECK: ARW PROD.NO:CIP 94048I BID ON: