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Plans • CONSTRUCTION ESC NOTES: • \ \ 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ` -" . a ENTRANCES,ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN MNff1AL INSPECTION,PRIOR TO �... - - -: ou'tnT Nqr tac"� •' \ COMMENCEMENT OF CONSTRUCTION ACTIVITIES. / „'414 2.SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO TREES,WETLANDS,AND RIPARIAN PROTECTION AREAS ,r'" - - ..`" \� \ SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING IN A MANNER THAT IS CLEARLY VISIBLE �• , TO ANYONE IN THE AREA NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. ' \ 4' 1 \ \ `• 3.CONSTRUCTION ENTRANCES SHALL BE IISTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING, ,® AND VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF , \ _: \ -. •THE PROJECT. \ \ N. • 4.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET 1 • 4 PROTECTION).CHECK DAMS,SURFACE ROUGHENING,AND BANK STABILIZATION. _ _ / —ii�p S.AFTER GRADING HAS BEEN COMPLETED,SEED AREAS SHOWN WITH EROSION CONTROL SEEDING AND COVER 1 • \ 4 WITH STRAW MULCH. `/ ✓ ` '� ..n -- •B.CONTRACTOR SWILL PREPARE A DIVERSION PLAN AND SUBMIT TO DISTRICT PRIOR TO BEGINNING 1 I \ _ pp^ CONSTRUCTION. 1 • 0 +�' \ . �' § 4 7.DEWATERING THAT REQUIRES THE USE OF PUMPS(LE.TRENCHES AND PONDED AREAS)SHALL BE DISCHARGED +•+ 1 tgi OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER 1 1 / +.1, BAG). wLtr�.) " ', 1 0.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE COVERING EXPOSED SOIL WITH PLASTIC I 144•1: .,- .''I: �SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. x1 �A � � �_ IS 9. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS ., 1 OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED I SEDIMENT N� BEDDING AND REDUCES RUN-OFF VELOCITY. • - -- / FENCE v 10.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE I ~ APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED ' � I • ,y,ppt MEASURES. 1 —✓'�. "i°J:1 11. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED W WATER-TIGHT TRUCKS TO 1 • - ` - t/• ^, ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER e-. i,•, • ` 12.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT 1 ��• rol PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE 1 O — 1U at CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR I TEMPORARY SETTING PITS MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN if OF TRUCK ACCESS 1 �/ ��` ti •\ °ot \ AND BE CLEANED WHEN IT REACHES 50%OF THErIWA '. �/ r \ y 13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM ��` r • T. �� • a• �, � � �`' �PFOR©ODB CO � � :bA'''''''--ii•14. THESE EROSION AND SEDIMENT CONTROL PLJWJJ TWEE OCTOB WEATHER'CONSTRUCTION.'WET WEATHER' ""' e+ ' • t CONSTRUCTKN MEASURES NEED TO BE APPLE BETWEEN OCTOBER 1ST AND MAY 31ST. d r~ • �t$' • \ ° 1 ❑ Concrete and Reinforcing «ai =��/ 4 a PP�'o�+�t ESCP LEGEND: W'� I A OTCs t # g wo 1 ❑ Bolts Installed in Concrete LU Ny \— FLOW DIRECTION(EXIS ) G) 0e, g ��'` Pcnniit#a 6tT7� (�-OCC�l3 •----4, FLOW DIRECTION(P Special Moment-Resisting Concrete Frame w ,g X TREE REMOVAL Z I .clNdress: ■o +w ��Yt.`I ` 4\ ❑ Reinforcing Steel&Prestressing Steel Tendon-: TREE PROTECTION F V 1 SW' :2 ill ❑ Structural Welding 12?-1,, ® STRAW WATTLE Structural By: + Ds �, SEDIMENT FENCE ❑ High-Strenght Bolting • $ B i 1 ••^"^^^^"^^^^"' TURBIDTTYCURTAIN I \ / ❑ Structural Masonry $ GRADING LIMIT 1 ONCE COPY N1 Winn SEDIMENT MAT ❑ Reinforced Gypsum Concrete I ' N► b i !:7Nii: GRAVEL CONSTRUCTION ❑ Insulating ete Fill I &NO Ij I�1 Y: ENTRANCE $ }. ` ❑ Sp plied Fire-Resistive Materials 1 W DIVERSION DAM AND 1 a SCALE :< EROSION CONTROL SEEDING dings, Drilled Piers and Caissons 1 'O ° 'O 40 BO if 6 A' A INLET PROTECTION 1 CI ShotCret9 ]INCH 4o P81T ~ ) DEWATERING PUMP AND 1 - ® FILTER BAG Special Grading, Excavation and Filling ■ 1 • n Smoke Cont;..-1 ,.,`;...-.F — _ — WI OP** 9i REVISIONS: -p As DERRY DELL SANITARY SEWER, CULVERT, "a```��rr�ff'� JOB NUDISM ?R (EROSION- AND SEDIMENT r ESA VIGIL-AGRIMIS � m — ROAD, AND STREAM IMPROVEMENTS ... jA!'' 6496 A P St,Sala 310 PFE'AF�FLOP a I nI i E8 , !i CONTROL PLAN 2 P...oR 1„0 `p ' �z F:( )774-2°24 Bros WASHINGTON COUNTY OREGON 6 B 3 - -- _- R 'J41Mi1 TMCeM111t3525 I TAIILOTS wMnrwlacaMmTam" iv«s 00-30-14 i MATCHLINE-SEE SHT 6 •: r + ... \ • 1 GRADE THESE AREAS LAST TO i• 4,.6, GRAVEL Q I • \.-,,' ,r'. KEEP WORK AREA ISOLATED TREE PROTECTION .i s ,,,„.vir.... •CONSTRUCTION v STOCKPILE, i rr A c • _ - ___ - I FROM FANNO CREEK FENCE, v ,+ �.; ♦ EXISTING FLOW NEW RAW VEGETATED CORRIDOR '' . `\ .. '- V, / -- -_ - - ��_- - - - )i �•,•',,2 ENTRANCE DIRECTION D/ECTION BOUNDARY FUELING,AND A� STAGING AREA /- •I -414\\i . . • , . OP. . . . . . .. --...._____, ------- ., ,.....fv.. 20 4 TURGIDITY V .CURTAIN ' i1 F TIGARD,., ck.... ',''..ii vic ,oaj ,._ --�� +\ • . • '! „-•. / 44L- ,I ING DIVISION BED. ' © -- -.- IWVR.'r ,•e I �` _ . t • • '�T ••SEE NOTE*. I \ab_ R? GRAVEL 4,. „�a��d3 �s�°�'' y':�:r:.� � ! / !�r #\DANCE • . . - ++ • -','�••a=. • - �eegg - ;.�a �.:_ �+M�. .I; •r •• ,•. • . • • • • • 1 `• • I l/ T IS:*: • 1 - • ' , • - I IYl r - '�;N1;I' `��”a�\MS' r_ .• ` © = 7YP ` a /�/� �..11 g I . •� • • HA '•�• I �'°• • • M • 01400Nm% g', • Ar. / • Aq -- ED NG,SEE S ./. /� \ •I aDI1 J .,•' �a �/ i"fir ! /•J •' • ar STRAW I F-1-- ^ I�, g . .. . /•/ '"• / .t: Cl I . • . �= WATTLES TYP yN 3 ` • 11, • • • �f' C I • _ .�., - ,�II //j ," •' f GRAVEL 1 I ` .�}�®� '14''..� ; •• %/ / n • • • ji! ��� 8`' v co STRlX;T10N I I RI STREAM r,- ..i ''` /• INLET PROTECTION AN wav• • W' .D1' ENTRANCE I •6�' I DAM.TYP %• . / 1 4 :''�.l,�� ._ Y v 4 8 I STREAM DIVERSION - \�`�"4I ,� � EXISTING • 8 I I PIPE TYP ■ N Iyk,/�k` ai: I�/ / ll fT WETLANDS,TYP 2 \ N I \ 1111 �, �.,�•►�/��e• �' i GRAVEL m I'. TREE REMOVAL.TYP • 1/11r���A'V��/ • • •\ .),!'t•y/�� Ai . �� ::: CONSTRUCTION• n /// ,,NAs � • TYPv m � P A �+�:�� yg/ ENTRANCE.U ESOP LEGEND: �r7 N \�.V of ., /$ CONSTRUCTION ESC NOTES: •+ r•,®� I �, ' �• J�FLOW DIRECTION EXISTING '` !!CC /:u°(i 7.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL, 8.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING 4 ,.%.,. •IGRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN PLACE,FUNCTIONAL,AND EXPOSED SOIL WfTH PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHFR -�� FLOW DIRECTION(PROPOSED) i Cr4,,,��I �:.w APPROVED IN AN INRUIL INSPECTION.PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVED MEASURES. ' Ate"_ •• ACTNITlES. TREE REMOVAL i• 'I,=i 9. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE . \ • - '� • . 6 2.SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,WETLANDS,AND SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER CO-) TREE PROTECTION FENCE i� /i STREAM DIVERSION 1 RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING AND ` / •• / ' DN TYP $ li CONSTRUCTION FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE REDUCES RUN-OFF VELOCITY. ® STRAW WATTLE I� , III \ 1 AREA NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER 10.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL SEDIMENT FENCE . iii iii • • �' MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC / I • . 4,„r 3.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. .••..•••» J !/7 b TURBIDITY CURTAIN r , N S CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL ,. / MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING,AND VACUUMING, 11. SATURATED MATERIALS THAT ARE HAULED OFFSITE MUST BE TRANSPORTED IN GRADING LIMIT / • MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN ,.• ! i /�:, • ' ^ DURATION OF THE PROJECT. WATER ® SEDIMENT MAT / //.4. '• ' 4.RUN-ON AND RUN#F CONTROLS SHALL BE IN RACE AND FUNCTIONING PRIOR TO 12 AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A ���P�1� GRAVEL CONSTRUCTION / \BEGINNING SUBSTANTIAL CONSTRUCTI OA ACTIVITIES. RUN-ON AND RUN-OFF LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT GW ENTER THE STORM WATER •�f_�_f: •:. ar CONTROL MEASURES INCLUDE:SLOPE DRAMS(WITH OUTLET PROTECTION),CHECK SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER - d r p ,% • ,�. DAMS,SURFACE ROUGHENING,AND BANK STABILIZATION. THAN 50'FROM ANY DISCHARGE POINT.SECONDARY MEASURES SUCH AS BERMS OR S►y TEMPORARY SETTING PITS MAY BE REQUIRED.THE WASH-OUT SMALL BE LOCATED DIVERSION DAM AND PIPE 1 ,/Y o 5.AFTER GRADING HAS BEEN COMPLETED,SEED AREAS SHOWN WITH PERMANENT WITHIN E OF TRUCK ACCESS AND BE CLEANED WHEN R REACHED 50%OF THE !' SCALE•EROSION CONTROL SEEDING AND APPLY STRAW MULCH. CAPACITY. - EROSION CONTROL SEEDING 3 ` . A» w o 20 w eo•6. CONTRACTOR SHALL PREPARE A DIVERSION PLAN AND SUBMIT TO DISTRICT PRIOR 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO 17 INLET PROTECTION -- M AAAAA� TO BEGINNING CONSTRUCTION. DIVERSION PIPING SWILL HAVE A MINIMUM DIAMETER THE STORM WATER SYSTEM. •-,��_If• I INCH-w MILT 5 S OF 24•. -. DEWATERING PUMP AND PIPE .. li' 14.THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY WEATHER' 7. DEWATERING THAT REQUIRES THE USE OF PUMPS(I.E.TRENCHES AND PONDED CONSTRUCTION. 'NET WEATHER'CONSTRUCTION MEASURES NEED TO BE AF'PL1ED ® FILTER BAG /'� g a AREAS)SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED BETWEEN OCTOBER 1ST AND MAY 31ST. C 17 S°/ AREA,AND THROUGH A SEDIMENT CONTROL BMP(LE.FILTER BAG). M1E 0147.884 olomw:® n�w�ls REVISIONS: a�IKlm Mt DERRY DELL SANITARY SEWER, CULVERT, Vy0,�`1110i` Joe NUMBER — EROSION AND SEDIMENT r ESA VIGIL—AGRIMIS O•l•®K® ' sass >R e1oSElAmrms�S 31u , ROAD, AND STREAM IMPROVEMENTS � 111 CONTROL PLAN 1 CR° " -'N11°1°1°'"T R y sNEEr PREPARED P-.1so5)774 2mo usages inn iIL E.sc�'` F:(503)774-2024 MOIE1DSIaAIA WASHINGTON COUNTY OREGON 5 A FAIL A1N11.1p MIDIS WASIf•'•C•1 COUNTY TAX WW la.s. •mss.• , , do,.._.... .. ....00,. 0:...,....... . . . .. . . . ._. . NOW/PRAM°CIF OrALORICOrt =VT TO CUR .Y„>„. / • ..;F .fir NODDSA2 LONGITUDINAL ANCHOR TR N H 11SRYDiAL SLOPE AND CHANNEL /// 'A- ••,•, T ---- ��` 1 //// I E®7f]LE "• �a \\` ■ / Mote-Hi'1♦1. ,� '�a+ \\ �IV' . + + 1+ \`` cum err ism a r-s•QM rat •n�'��at"�� Ott V s; a y ,L CATCH BASIN * • a P Al J._S.f `,,,, /I \� SUDAN*tctancmrt ;:.A.,..74 p�`�,1 .i< i1\�`\ "' GEV1EYIl AS FRIp11® 1i7,.f eE. • a ` FRONT E WEae REORNL auNE.cvNN,ac,n1 uaur,s uFm wR ENrRAIa CUM RAIN r Au.err TO ORATE 11/4 � //'//G/ 111 NO \ /I4• CHECK S OT Ar 73'MIERYALS II&A i �- • 190taIRIC VIEW PAAEMENT r//‘\\,//:/\\\//:/‘,,/////\,,'/:/,\\\'///,,\,,'/://\\‘‘'/////1 r\ \� _.-.____ _..__..- .�......._.... ��\\ RON _ ROW RRON .. k fi ••k A• r ° • �� :.. r •_ • _ ;pdi.skF• • ! I NOTES: `3 .`.4.:8� ?. f 1. OE O11TD 9V11 E w- V5. •A CORM*TNT J.PR,TNf MOONS OR RDAC OF I • I (• ` •♦• SWtt"R oM0 max I.WI-Of-RAYS.T6 wY RECLINE MP NRSNC,WAR NO,TCR CLEM %�%��"J', d ' ?f?' 1�•'. ,i.∎ � s wms�a 10 r ni�RwmR m onRN1¢arm mar RnR�r-NAY ROT,ABUT rnl mlr wnmts. • `/`/`/`�'1r 'I,•'' `�/`I- ���`�`. 1 NEAP MSNIIC 6 IEOtNIm.R SKILL R DONE OR 141 MCA SVAIffD WIN CRUSTED 5101E • I I TOP 'I ' _. *, -, ✓`%.\. ,1)`/`/ • ANS WIRNMG NW SEII IMO1 MATER R tL DIE 4R�M M C0161RUGf10M `- - '�``'' _s%ss'��,`' .ss s%A• t'1��``'`• ENTRANT.OMER IEASURF3 SAYE IIE taEIRMTW Ito OVERT WNW 1NROrAI AM APPROVE mow.STEN i INITIAL CHANNEI.ANCHOR TRENCH 1N7ER TTT!NT MCI 31.0[ ➢6401 Er`r I'L-' VIEW INSTALLATION Naha Dow FAR=SAN WA. 140'ILFO et 20'ROE R•CUP OF IL-IMO CLEM POOL 1 ATTAIN DoGFAR=SAN mntM I MEUR „nom. jtL NOTES: A.CHECK SC01S TO CONSTRUCTED m'la1C n 20•w10E 3-r MEAT ROOC ralRRR6eRmwE Slnrwl,aafolt TO CURE WNW llfatEa • PE F A99W£AC7tAPERS SF!VF wnavi •E'O` aNR.OrOFcu SEE FOR MOIEN INFORMATION • i1 CO,TRFMG AIIIr101R1T Wr PEWEE IE,RORIE FAME TO .1•p•ROOOst n aM1a1t OF cum WATER MAINTENANCE NOTES: ON OE SRnC OLM9H ! 7.S/AA1N^OR STAPLING LAYOUT PfR PPEWrT SLB-SOL PNPR,O. - 1.R I OF UT NON L,MOPE ON WM=MOW.rRKNTIOR I : I. An NOME won OF mama ACOYAATON ro M CLEANED UP wwrER•a MEAN 1NNTE1,BO OF EACH WCONDAY. AMNUFACRA9IXS.SPkY1Mx17KM•S mats POEM]R5. ON SRD SICK all Mta�nAM0OL1a11M111NIL 2 MR9lAFE Swam FLIER MOMN�fN1YN PRENOIf NO SEORE)r1 LCM1ROL ®no• ,w I_ 'Nam S ADamNNT•DI WA M0. .. NOLO OW RIO.041000 ORNERY MIEN 0.,0e010 ANp tf91a1 YNAY1l oRA�NCNOr rnNOCwwNeLINSTALfA 6EMlW1!-pl aeanWater Services CONSTRUCTION ENTRANCE atan�tr (� sI ' WATTLES /�� rScrvice INLEfTPPE PROTECTION 4EdllTl'dQ $avtCH f..RaEt JC'I YI.Li ptANRKI N0.925 KK'ZE,:-a °�'I h�' Detail Drawing 855 REVISED 12-061 N DIIAMING NO.880 RENSW 12-08 L C7eaT1Wa�E 5av1Ce5 rtIVAWlE75.57,gKf a - dE 1 TAGGED i[RTGYLY a • 1 FOR nsTORR rNCR1.00N NE R. o�NPTR.OFQE WATER DOINVSLQ°Lr ^- �:Z0•771.r�.: + a as ANGLE FILTER FABRIC RA1AaO AOOFwNwvaYL ���11 FENCE TO ASSURE SOIL 5 TRAPPED • • I77P//• O; -�r r //�` a • INTERLOCKED 2 POSTS ��VIEW i cam/ ��i AND ATTACH ! �',. I•NP/OIp/s`I��♦eI•./ r..r/raRaAr ' �T ��;� I Nn ,~ ��OI�/i'I`,/tl�,�',`! [10wRIdE 6ESaM6rt oE.Er • • ��`� USE STITCHED LOOPS •Aj�O�pj�P1•.��t� i r 't ���7 j i.N C.Nap. • OVER YR z'POSTS NOTES: ;:•.- i s!Iei.N i �,:•�. ! ACNE♦' / r G" I. Eurr 110F1OA OF MEP FABRIC r :. i., •�♦e,/I•.�j/i'`IO/,' •••, Lonic.atr RELOe FINISHED GRADE. i:.'. /41;/ +C L 25.2-FIR.PINE OR STEEL Ar / / • ' + I .` FORE POSS. 'STORY PIPE ,t ,. ..i f f tr /: Z POSTS ro IC WALL=ON i• Awl,• iJ A e , '1/t11 yam uPeaL SCE OF SLOPS. �,r•: ��= R /z I ' \1 Nl y iC 90114 SEES OF FUER TANNIC •.J f•a:'`t�.::. Pr i liar's largargr AtfoilAIIIIII X I ' • • ala r;`` I r --� I� S rwns RUN IC PIACED - •4•••• ` •' + Iulcu-u-- _ --- -�n-„�u Cll��l=ILA al `.~ I PROFILE ACOOROWG TO sPAa1G ON _11=11- "n=•j DEOi 140.140 •R1eER swam .. ..__.._; - - „1,.°..^..n. a - I ISOMETRIC VIEW ��'// 4. I 1412 _„ "- • TYPICAL SLOPE I ' i ' .• r EATER SACK MOVEN) ., „ . SOIL STABILIZATION �����' \�" �� I FlLIETE FABRIC 1fATERIAL eA1ReeIECtRNDe roEaaoPt ��✓/lI`'Q►�j��/�VE�. ! 38"WIDE ROLLS ! I PLASTIC SHEETING • • • NOTES. I I . A 1? •' WOVEN POLYPROPLENE SACK I • 1. POPE SURFACE 511A11 BE FREE OF BOGIES, •/•/I 'i1r\Yt� - I T ' '` NOTES: • CLOGS,STICKS AND co 55.MATS/BLANKETS I ' ♦ I 1 I SHALL HAVE 6000 SOIL CONTACT. e1•N! I A / �% Ps./ ... .'•r ! I 1. YINIYIAI 12.OVERLAP OF ALL SEMIS REQUIRED. 2.APPLY PERIAAIE/!T SEEDING BETORE PLACING ! e� L�i//•/ / 2. HARRIER REWIRED•TOE OF STOCK PILE. • 1 NA I S. I I 111 ,I I 3.COVERING MAINTAINED TIGHTLY IN RACE J.UV TAN DIRE LOOSELY CONTACT T STAKE OR STAPLE u • rOR gNrrFMeRFOMNTOI i EF USING SANDBAGS OR TIRES ON ROPES WITH A TO YANGN DIRECT CONTACT MTIII THE SOIL. 8'WIERRIY SPACNTS ow CEf10M MOIRA Mt I I. RECESSED CURS NLEr CATCH 8451145 FOR 00:ZING 0.1.1.SOWS MESON ONPR VOLT CJxnNA NC 4Ax1YUY IO' GIRO SPACING N ALL ORtECT1015. MUST BE BLOCKED WHEN USING FILTER ouv,.R•o a.AN«A.c�+ , srANR1c«� occur PER FRONT VIE FABRIC INLET SACKS SHE OF FILTER MMACEI ERaRU •ENEMNN i Y1NI1FAp11XFR5 SPECIFICATIONS.9 i O AROWNINNT Np ownwoL WAIN_ FABRIC INLET SACKS TO BE DETERMINED AND INTNWIT 0.41RO1 I Eff wNI1FAC11REFR. IINM16A1M Dram I . . _ INLET PROTECTION I i sp I MATTING SLOPE INSTALLATION ICleaniAiilr SaviDfs; SEDIMENT FENCE IClranw'aier Senioe/I TYPE 5 !C7mEV�i��`SQV>es' PLASTIC SHEETING � i �oRAt6�tO NO.SOfl __._. IEItsEE,:-OR ar.�.rr\.1� E...�.N.rN.YF.. OMMMT[ra1aEYM ..._.. - REM=WM 9NmedlelITdem 1691711 ala 'ORAN=NO.675 REYI9ED 11-06 j I DftA1MN0 116 620 RCNSED,i-O6 I __.. i ORMIIIO .... I REVISIO OWNED MEN NNW NW -•EILD K : M� DERRY DELL SANITARY SEWER, CULVERT, ���E111-41' JOB WILIER • EROSION AND SEDIMENT r ESA VIGIL—AGRIMIS �..® = sass ,! 116 SEr1a+m3L Sue*3,D �FOR ROAD, AND STREAM IMPROVEMENTS �,/, gI CONTROL DETAILS 1 PO1'"°•°� P.(6DJ177�-2010 a!®sE luse0R0 NONEAr �R' SEAT F.(503)274-2024 WASHINGTON COUNTY OREGON I 7 15 MOE.5034111-3103 FAIL 307-11111-31103 CR 123 I TM UM -__ TAEE91a1 WITYTM P looms N-N-N \...../..-'",---L-----)/ vi 1.,,\:„.c... HIGH STRENGTH if\ AGGREGATE OR DOUBLE STITCHED STRAW f TYPE 8EAMS ` SEWN IN SPOUT III 7, - Obi" SOS* OPT, 70"' SAND BAGS � tI1a~ 0` ,4� 3'= HIGH STRENGTH ORIPLWE OF TREE OR n TREE ® '� 11 STRAPPING AS SHOWN ON PLAN BYPASS PIPE HOLDING HOSE IN POST NMIRVaus DIRTBAG PLACE SYNTHETIC g OR APPROVED EQUAL - ZP TIES SAD BAGS ��WATER Row ,-- c- -777.- '-,,70 ORANGE POLYETHYLENE(HOPE) CREEJC BED �4 MA I FROM PUMP v ! MESH FENCING FABRIC al Elie 3'3 + 48•WIDE ROLLS _..11.11.4%a . �• • , ,r 4'....:FT- - PUMP DISCHARGE r,,. } t LENIOTH HOSE.SEE NOTE 5 FINISH GRADE 111 NOTE: TOP v 1. CONTRACTOR SHALL ROUTE CREEK FLOWS AROUND THE IN-WATER WORK ZONE CONTRACTOR MAY USE SAND BAG DAM AS SHOWN. OPENING 41-6-0• 2. ROWS MAY BE ROUTED THROUGH A BYPASS PIPE(AS SHOWN). ACCOMODATES O,C.TYP. 3. THE HEIGHT OF THE DOWNSTREAM CHECK DAM SHALL BE HIGH ENOUGH TO PREVENT I UP TO A 4' •�.. , , S.T.. •�� •�.To ��•�•�ai!m T•' THE CHANNEL.FROM OVERTOPPING.CHECK DAM HEIGHTS AND MATERIALS SHALL BE ✓_ DISCHARGE NOTES, INCLUDED IN THE CONTRACTORS WORK CONTAINMENT AND DEWATERING PLAN. - I� — —�-1 I I—I — I— I—I — I — HOSE 1 2�c r c 8'STEEL FENCE POSTS.INSTALL AROUND TREE DRIP UNE WHERE APPUCABLE 4. DO NOT ALLOW WATER TO BUILD UP BEHIND DAM SUCH THAT ADJACENT PRNATE :—I I I�I I—III=I I I—I —111--III—III-111-11M-I I�I I— PROPERTY IS AFFECTED. -11 I�11=111=11 1=11 111=11 I�I 1=111=111=111-1 11=1 I I BAG PLACED ON 2. FASTEN FABRIC TO FENCE PER MANUFACTURERS RECOMMENDATION. AGGREGATE OR SIDE VIEW 3. INSURE ALL POST ARE SET FIRM AND STABLE INTO GROUND MIN.2'-0'DEPTH STRAW O TREE PROTECTION FENCING O DIVERSION DAM HIS Nrs NOTES 1. THE GEOTEXTILE BAG SHALL BE ATTACHED TO THE EFFLUENT PIPE FROM THE DEWATERING PUMP.THE PLACEMENT OF THE GEOTEXTLE BAG SHALL BE INCLUDED IN THE CONTRACTORS STREAM ROW —F STAKE OR ANCHOR, 2.AV ANCHOR PT. EVERY 100'(TYPICAL) AVOID PLACEMENT OF THE GEOTEXTILE FLAG ABOVE STEEP SLOPES OR WHERE SATURATED SOIL CONDITIONS MAV CAUSE SOIL INSTABILITY. 3. INSTALL THE GEOTEXTILE BAG ON A MILD SLOPE SO INCOMING WATER ROWS DOWNHILL /% FILL AREA THROUGH THE BAG.DISPOSE OF CAPTURED SEDIMENT IN FILL MOUNDS. STAKE UPSTREAM CORNERS OF �•�.--•• 4.THE GEOTEXTILE BAG IS FULL WHEN IT NO LONGER CAN EFFICIENTLY FILTER SEDIMENT OR PASS EACH SEDIMAT(TYP.) ` ,.i"• ' WATER AT A REASONABLE RATE DISPOSE OF THE GEOTEXTILE BAG AS DIRECTED BY THE 4 v I-/ V 'THIS DISTANCE IS VARIABLE 5. THE GEOTEXTILE BAG AND OUTLET SHALL NOT BE LOCATED IN THE EXCLUSION ZONE,HOWEVER _ -'�� SHORELINE THE CONTRACTOR MAY ENTER THE EXCLUSION ZONE ON FOOT IN ORDER TO ROUTE THE SECTION NOTE: INSTALL MEDIUM DUTY DEWATERING DISCHARGE HOSE THROUGH THE EXCLUDED AREA. THE FINAL DISCHARGE STAKE UPSTREAM CORNERS LIMITS OF / I TURBIDTY CURTAIN PER LOCATION MUST BE SUBMITTED FOR REVIEW BY THE DISTRICT AS PART OF THE WORK r MIN.OVERLAP OF EACH SEDIMAT CCNNSTR SPECIFICATIONS AND MANUFACTURER CONTAINMENT AND DEWATERING PLAN. ;,"*�i•.t-oi0V vi4∎vi4:744•%49.. •.� 4* wit*;i�.*oii.*4i•.*74* s INSTRUCTIONS. �`�44+44 ""S*�ti'4441 4.ei4'vi4 4 `4�1#01ve 4.441,9�4•49`4ti-4i�it 4 SHORELINE FILTER BAG I�"-��'I-*,4.4.,tlw°t4."VI�i a e+,tt ee`e,`ttltt4'I`4.,:4etli��t•I,...4%4.4.,V��tI�..tli��'` TURBIDITY EII:: -c �i vi c v� vi ..••�t4tl t4tl t4fl t4N tI4.4 tI4.t 4'.;.� c �� ti c4 of ti" ANCHOR PT. CURTAIN / 5 NTS G�.t7w�..43-4lw�.*41.L: ∎,i.Ofi tw�_ttw.-tQi.tlwi.titted;"1 tt 4.1-4 tl:704 tl.tl�;.■ 1444 4441 a eteeree$.I`It 441 Ittl.4*.•eI.Ittleo$4.444•41.4044+44+444•440,441•4 tt , ALUMINUM EXTRUDED CONNECTORS Itl ttt•.Ittl�.Itt ltlttt4.Ittt�.Ito4ce,1Ittl4+4•.I�t494'44 e�.Itte:i 4*l �.ItltlQl44.4 tt4.Itt4. WITH ANCHOR EYEBOLT 44.4I4t 4 4tI4.4Itt'4I4tI4I0 4*4441;.4It0$04N�I4tI�.4I4f%y0$0 i'4ltt,"VI'4I4t t4I4t44'4ltt 4tt `I4t 114 IN,TIE ROPE FLOATATI•. :,,44."I`r.`4.I;�I:,t4I:•`!✓I All:l4l X.,++,4i'�I4.tI4',I.4i 4• Lett 4,t.•I"Cl..,4i•'i tx i 4,ti.I4 .,44tI4.4I0,4,,I te4.eI4t•�It44 seryes..K, y4.1.PI4%rI4tI4.a p4Ieiv;4404•44,s'It44�'.,44..,,,,4tt/`: Foll 4���44I4.4I4i'tI4.4I4tI�`4;iV.�4i.t l...t4,.4AI,�I tI44I44I4.4Itt�.4I4tI�I�ttI4.tI4tItI4cI4.4j44�4'�� ' P1 41 10' r II�3 PLAN ROW FOLD FOR COMPACT STORAGE 5 IIr INSTALLATION NOTES: W �II` I.COVERAGE SHOULD COVER BE ROUGHLY CUBIC FO T TO 4'OF _ "—`_____ DOWNSTREAM COVERAGE FOR EACH CUBIC FOOT/SECOND OF WATER ROW. AU.SEAMS 1i ig' 2.UPSTREAM MATS SHOULD OVERLAP DOWNSTREAM MATS BYA REINFORCED HEAT SEALED 114'CHAIN MINIMUM OF 8'AND BE INSTALLED FLAT ON STREAM BOTTOM. VINYL ��\ STAKE UPSTREAM CORNERS AS SHOWN. �,•' (ONNETIOF �;;,i(l► 3.SEDIMAT SWILL BE REMOVED IMMEDIATELY AFTER WORK IS SHACKLE CONNECTION) C' COMPLETE,PLACED ON ADJACENT BANKS,AND SEEDED. ONTSSEDIMENT MAT O TURBIDITY CURTAIN NTS ME 0321-2011 . i REVISIONS: Maw rest sum wee IA a MOB/ DERRY DELL SANITARY SEWER, CULVERT, 4. "i` EROSION AND SEDIMENT r ESA VIGIL-AGRIMISrt- ROAD, AND STREAM IMPROVEMENTS -, = 6498 gt 4:9513 ORO 1 ar.310 PFWA�FOB °11411"61 J CONTROL DETAILS 2 �` ""°"°"°"'"" 8 FN�4 WASHINGTON COUNTY OREGON 8 Plat 40SM.'rN 11 - --- --_-- FAR A.1Ae _-. OA%1001 _ 111sN0TONecumTAXI _ owes .- -,. •,� I\\ I . • I 111 i ! / \ ; / c>�T�Rg `\ i , ,ill 1 . ! I i i ,..I 1 ! / u r- , i ' tww2li r. `� 1\ I r y� q I , ! / n / ( Z OREGON F / / 1 I .�� \ �`�j j, 1 , f! 1 / i `\ ,l OUTSIDE FACE pE Ali ` 1 ' n I: OF ABUTMENT [t�wlcs Il/3O/14 $ `� 3Y' I /! i / 'JCS i \N. _. i _ �� h I ! , ! \ 1 I BOARDWALK OVERLOOK 1 © I .� \\`� f/ I I i / BOARDWALK \`\\ 1 ` I Q _ - _ ; Ili ;I ; ,' :-•-------------`-' ---• -_ .__:.. nom ____-_ . I % / q BOARDWALK ! ABf'� _ _ 5 OUTSIDE FACE • J :;;::ii ;;1,:'. 1 �� Q • 3111� 1 i gN ¢1.' / 0 6 OF ABUTMENT-9Fit17.43 _ �� ‘\1•.,•,•\, ,I I/ +♦ I 1 -_I \ I_iQMCa` 4 -- ss ----- _. ice_. ----� _. -- ��1 I ! r I /I ' ,tT� -4-- I I1 . ' ---J - � - J 10' � / //f r _ _ _ ___ _ --- g :iiiiiiI17: Jr_----- , / / ,I 1, , . / `r - - 1 11 -k--'/' g 1o./ , %j �,. 't f_ys _---_ - I //�' 1. / V A 1 /i %/! --___ CORNER ONCTION r,..j i / ; �`/ 1.1 8 _ --- QcNE i ,f ir, ' / / i //g/ -Pt L� PL 2.5..57 -TYPE 2 r. I r `� 9• / J //' ' '/ F _ �•._._ - CORNER CO TYPE t cP ££E ��i ;7� ail/ i / j S.n.W� u / CONNECTION .. lr • yt r `,IN yr,l/1 :'' i i 3 toT 1L-- , ; I : if 1 i�.,. ii l i I t i / - _. -t- _I - - _^-3‘//'"_•:L/ - /-/ I OVERLOOK 2 .-` 1 - _- - • ' ''/ / l 4,14/11/�/ / l j 1 .- I CORNER CONNECTION.� • ,� I '' ,• ,t, \� / ``\ CORNER CONNECTION j ' 1 -TYPfC1 © , -J �•�-- 8 1j 11 X11 / /! \ 1 I i'' ----- Z 0111\jj i 11/''/ / \ 4'4 t t _ t I' ; ' ,�' ,i'', I�IIIII� Q g_i_ / • Ill 111 y'P' / I `\). , I . / ,-' , / / ),..1111111 1 ,l I 1 `� ,' I -v., ,- i /� O $ X —X -�X — .k 1 ,/ ! / ■\ . 1 Imo, . /." i Ca �' / / f'/ l'/ i/!' / f i %' i -- - /y,,-- DECKING ORIENTATION- I • /„ OVERLOOK 1 ri :., / .: „t, tr,,,,,i,,,,, ,,,,, • W w a w SIR .J ♦ i i i -� r STA 14Mtell Li) I— > Z rt ✓' % :,'' "`. i;' DECKING ORIENTATION- Z J Q d PI NOTE: OVERLOOK 2 ,Q V E wl N 1. PIN PILE SPACING 10'O.C.UNLESS OTHERWISE INDICATED ON PLAN. 2. GUARDRAIL POST SPACING S O.C.UNLESS OTHERWISE INDICATED ON PLAN. 3. GRADING PLANS ARE PROVIDED FOR THE GENERAL DIRECTION OF TIE CONTRACTOR THE CONTRACTOR WILL ENSURE THAT ALL TRAILS ARE i CONSTRUCTED TO ADA ACCESSIBILITY STANDARDS FOR TRALS: M C SLOPE ESA VIGIL-AGRIMIS lo SCALE,i�I TT 515 SE WRY=el Sul*310 • Polon&OR 117214 4. SEE SHEET 38 FOR STRUCTURAL PLAN. z• 20 0 s 10 20 • P 274-2010 3 g ��������— F:(550J2742024 . - - / a t INCH_l0I�asr BOARDWALK PLAN 3 TIGARD 1 IM a M \ Ei? gh eo 7.T----'""1-*---3-r-----.-I Q rtDI R uo F _oJ� ORE ��w EXPIRES: 11/30/14 c-ok (e) , 1 ■--\--_ • 10'-0' 4 5-0• I�647 Q ,'-,• ■ ■ i ■ 5�-� • 1....____--S-0'_L. ,......\ ,11-\ro\--- ----------E , ------ .*- -± •1 ‘ii a-.r-0• 11 1 ►� u 1,, \ Y _ i s6' 1 c o 1∎1 1 Z-3• ' �� • l- P LAN p1gN J t" J OBOARDWALK BEND BOARDWALK OVERLOOK 1 o Q Ce F. H 1 NTS 2 NTS Q ili CO i z p' 6x6 POST NOTE: J (L Q S .. 3 TOP RAIL AND 4X12 DECKING G E e CAP CONNECTKXV B'� % ,- SEE SHEET 37 FOR STRUCTURAL DETAILS. ...J Q Q Z ILI o 6x6 POST 9 '� 4x12 BEAM 0 CO < E G 4X12 BEAM N >Ili i1 CABLE RAIILING, ) 4x12 DECKING 0 BOTTOM RAIL POST CONNECTK)N -� � II' ' W ~ > Z C4 I/ 'Li° ' CONNECTION 11 =111.. 4X12 BEAM.(TYP.) A D' Q = Q C 4x12 BEAM TIGARD N V c>s t I PIN PILE FOOTING (2)BOLTS,(TYP.) / E 1 EXISTING FINISH GRADE IP L r ESA VIGIL-AGRIMIS 1 i i' . ii; 0 e19 SE Ymbm S1 S .310 .7 i 1 1 BOARDWALK SECTION POST CONNECTION F4+ �_ )NTS 0 a , . , IMO d I. tdtAiF.Iwn s OREGON A_ it/iyM�1 ���'''fffLLL �-0. ©2X10 CAP(ANGLED 20 DEG) PS A' I Q LAG SCREW TO POST EXPIRES: n/aoM 2X10 CAP(ANGLED) OP.° . o e ° °! e 2X5 TOP RAIL 1 o of .e,e. 2X6 TOP MIL 37 a --- __- -------- BXS POST 2X10 LUMBER CAP § t �� _ CABLE RANUNGS a (ANGLED 20 DEGREES) � � h -- -- ------- ------- -- logo ) sRREVVS 6X6 LUMBER POST. ii . 2XB TOP RAIL - - -I + 2x6 BOTTOM 1 CARRIAGE BOLTS.TYP. 2X8 BOTTOM RAIL RAIL (COUNTER SUNK BACKSIDE) V ',0 o' { .o o' FINISHED GRADE OF DECKING OF DECKING 6X6 POST cl o CABLE RABJNG v MIMI M fp IIIM: 11 v g I POST 0 a ail 1 c ' ct 0 O GUARDRAIL ELEVATION O GUARDRAIL SECTION TOP RAIL AND CAP SECTION 0 . 4 NTS 2 NTS O NTS 6 QJ '� PROVIDE Y.'SPACE I.L N • 8 BETWEEN BOARDS aLQ J 2X6 BOTTOM CABLE RAILING ce 1. A AND TOP RAIL FASTENED IN < W 8X8 POST D O / \ 4X12 DECKING \ CABLE RAILING 6x6 POST.(TYP.) \l FASTENED IN 6X6 POST ak I 6X6 POST Hiles NW 8X6 POST CABLE RAILING ea� 2X6 BOTTOM AND TOP RAIL FASTENED WITH--- FASTENED IN 8X8 POST CARRIAGE BOLTS,TYP) MAX,�P•) -j-� (COUNTERSUNK CABLE RAILING _��um BACKSIDE) FASTENED IN _� M i rit1114�" -\ W ii C N 11� --- _C CABLE RAILING `F�i 6XB POST,(TYP.) E T 1101. J > QO 2a+ ��'� ASTENED IN 6X6 POST �� W N ix 1u W O O j 2X6 BOTTOM RAIL \ \ > } II- ; 3g] \ 2X6 BOTTOM AND TOP =BOTTOM AND TOP RAIL Imo` ///-\\ \ RAIL MITRED AT CORNER. ) ( re (� O (?)CARRNAGE BOLTS TYP. \ ' // TOENALED - r�( I \ 3 (COUNTER suN1C 4X12 DECKING NOTE MITRE DEC 1NG FOR SYMMETRICAL MATCH AT BENDS W > Z Ce r .l FINISHED DECKING WITH 6X6 o GUARDRAIL AT BOARDWALK BEND Q V a 11 l lel TIP SURFACE PLAN PLAN NTS CO I BOTTOM RAIL CONNECTION CORNER CONNECTION-TYPE 1 CORNER CONNECTION-TYPE 2 r ESA VIGIL-AGRIMIS•NTS 0 NTS 0 la I I I i . F:(!M)274ED4 t• NOTE FASTEN CABLE RAILING TO POST AT EACH DIRECTION CHANGE AS INDICATED 3 TIGARD 1 q 3M 5 M 11' • "iy� ` �° � •' i ' ., �.y. .,/ f 10!!1 - r. •,.. ti SINS• •/ :Erf I EX SAN LINE - �r fir, ♦ O • + _.\\ /'' "'` TO BE REIAOVED O '`".Nlc �" k v • G j r i '�'"' \ $CAL6 i �y�o�� - - /� - 5D 0 25 50 100 '42/a N. ♦• /VAN, 11 ''. 1! `\ Iri \ _ .. . .--- �� , �},.�r�_.,' { ":•::' SO PET MICE WM/201 I DISAN A., 'F tv]z ,.,•_ •- I \ � ' _("1 r.. w IE f•C:4 LE I 1 - „ -.41�' • •.. /, w l,Aao.F PO MH I/'I a 1M, �___ r :. ; r our N F..es 1N:.•. TREE TD::L:.. I�� / / N w N W E.u]s* BEN OpN$TRUCTIDN f I I` I REMOVE O1•° I W O 1 : '�_. ,/_�� ._,O i I �,4 `�[ l�'�` �rMa'' /:{ , I MH "•° • •c4ts t - ,� a'«S•■[Inn • COLT•E,E ISl.r2 4 L ; E STA 12+08.34 NOVI SF..II.'use• r«w.LE.lc2.a I,FF g- -I.?' I • REMOVE EX /21081 I \ c c TANG •/ ?. - - 1 ' • ',\ .• 1 , I .v CONST. SIB. 48 dA MH ,, .- 4p - WALL.Iry /WS- - EX.SAN MH k LINE 4'. I I. I .� EX SAN MANHOLES e;.•�± r . , AND LINES TO BE \ ••„ IJ' - i t TO BE ABANDONED w E N "�7.-+, i • I / .`\ ABANO• ED IN PLACE -•- 1' i .. __ IN PLACE • `11• - 30'1MDE EX.CITY : I u OM w Ewe.rt \` \ rC�F41I10 MEEK 1A pfA r F r .•.. 1 ffI )i I OF 11CAR0 E514 T. I MN 1E1 ,.Iww \ r.. ♦ ° / 11 i• • I I:I ' ,IE.IE ISO.x \ {p - R48[ s MR '2 • .'•I I �_� "- -_• �.._ i'T STA 1+58.18 1 `' ". ; I' 1 , , REMOMN 59511 • EX 00 / \��-`����� - CONST.SM. 48 DIA MH V • .f l'',.:,:;'. 1 I..1 PTO BE REMOVED FOOT BRIDGES .• 'III- I t I �•. �__ �� .. .... .± i+� L1.. ', ` i ••,EX SAN LINE .ru I '��� / O tsR«mer i #�` • r #- M •• , i ©• +I 'T f'£ 1i' F- ` �•' er M I I I i S .7+518 I TREE TD •{I p%l �- I a rOUf N.'A.IE ty..f/ �� ST. 48dA MM O •�I REMOVED(TW) .�i MH 4 w f A .'O. CONST STD. 48'DIA MH I �` _ ,,. �J}r O ' .I - I • •• S.W.JOHNSON ST_ a,.-•I MENT - ' REMOVE EX MH 58923 Sr _ - .t .I _ -- - ' _L. • STA 6+00.72 • I EASE-` • B 15'9,E'MER MH /6 • • a.N �.., •-,.� f- - - .R'' -:«.....� 4, CONST.STD. 481.dA MH �Q' O ^ END CONSTRUCTION _ _._.ye.r __� / \-o �L SANITARY SEWER LATERALS KEY NOTES: Q� STA 12+08.34' -w �' `-�-- W- ....No �S/p 0 VA VISAS CONNECT S EWER'LIVIAL TO NEW LIMEY/ITN I TS if OF•PVC TREE TO BE MH #5• g: 1 REMOVE EX.RAH/21081 c r L JAN . - REMOVED TYP l A I CONST. STD. 48 DIA MH Ur-AN W•s-3'2� ,r 6 ( ) STA 8+90.40 ( ( STA E+42.74 CONNECT ER SEWER LATERAL TO NEW LINE WITH.14Lf OF V PVC• 4 I M I 400.1.E,utr / MH �6 ;.r.� CONST.STD. 48'DIA MM OVA 3,40..0 CONNECT EILSEWER LATERAL TO N E W p\� I I - • STA 8+77.48 W SOESE FS`• / •�' REMOVE EX MH 57065 I �4�, O STA],04.70 CONNECT El SEWER LITERAL TO MEW LIME WNH 2101 LF OF•4•PVC ir I EII.,T i \ PLAN STA 0+00 - STA 12+08.34 ,J • „r,./ CONST. SID. 48'DIA MH -•1 \ SCALE: 1•-50'H OSTA4,M]V CONNECTER.SEWER LATERAL TO NEW UNE U. O STA 44/W04 CONNECT EL SEWER LATERAL TO NEW LINE WITH IN LF CFA'PVC Ill O . J O STA S,NN. CONNECT EL SEWER LATERAL TO NEW LINE Cl) N 5 5 5 S •.�i O STA S,la1S CONNECT f]L SEWER LATERALTO NEW LINE LQ 160- +.0 ~'r t O H O w Y O STA HT0]2 CONNECT EIL SEWER LATERAL TO NEW LINE o5 p 1-O N 5 I W p W rn , ♦ 2 1 UN 10]TA 10,a4.n CONNECT Rx SEWER uTERAL TO MEW LINE 0 Pi e Z,j 2+ Z+ 6< WF f^ E-� WF LIX WOO 1<- �ts'N V w p -¢A ¢N ¢N EX GROUND Z+ i+O 6 CO ; 8� - W - Q 150- - ` -450 - Z - - IMPERVIOUS ZONE T 1 '-----"- SEE CET 1 SHT 1B I r CO Q L U --- LU 308.12 IF,12'PVC C-905 0 0.0022 89.68 LF,21'PVC 20d)$LF, 21 PVC O 0.0010 I} 187.08 LF,21'D.I.P. O 0.0010 - 24.74 LF •0.0010 233.81 I.E.21'PVC 0 0.0010 158.16 LF,21"PVC 0 0.0010 � ce 0 UJ la 12'PVC C-905 Li {i UJ la •0.0024 CZ 149- ^ p7 c x n 2 .0 ¢ -440 N O 15 0 8 8 :� S R 8 LiJ H b INNI 141 .m 24E cciNO91 s VI i !�-" s VSR s ry�� 14t F. Q Z W 0. pW �^ <W b+ •W vvl�Y VO„I. • vV: <_ v�YY < N`!� <W h•,{ ' $10� p.-. a2/ R1 10 oiOV^ O YW Oa I. W 0 to IT �0 S� 00 K�•• °nom[•f♦ VI TE )1v N'TE E, [Z p Z O .1.EFL"- .,. „-� Y_•b E7nP l 1'7 V/ M 3'"' p.- �qQH 2=Z pepw Zv ♦ _ ppp rim ;�Z /� Z�6♦ W� F� LV ]:F W W'" )A SG w:,:..1; W • Z • F�v[ `•'V V• M FX X AFp'N 1r'. "gV 1r" 11.1.0 . N 2 N Np - 3N W • .YR Vn ', 6;;g8.1 N;i FINB^~ Xs p1Xi IXi-� } ♦*N� I4; n*6 .- •u WFi R- }_m xly� FNg..�ry 130- z<O♦r�� yW�i<-NUU G21�N♦ W2 8�,-E8 Z? f=g YW1Z,ijDF2� wC,W 2pv ~ -.410 ■� ;rIWW ;0,^IWW p> ;m'/WWWW /I pt'r ltl lil pt'WL41!1 nR- I�WVtW > ±�WWW 3 +N3� F i RZQZp�H3�W CAS<�W W iW niF1Zp2 1� <[ ipZnZ <-233 \A<�23 =1^<123 3 GOI~i ¢L5i<3 W W 1 ab 4 .I s i¢U#AEVZ i6iiiC22 i Q1;; A. .A; WO H>.gWW �h-�W SyI�f>FOWW �I b�XX 1-W XX FXI� ¢ N 2 P K V A K V Z Z i V A 1 U 2 2 7 O:V N Z V z 2 V.iW W A 2 W W ■ S ° CLASS'A'BACKFAI • CLASS'B'BACKFlLL CLASS'A'BACKFlLL < PROFlLE STA 0+00 - STA 12+08.34 I I } { } SCALEF1-so H.1•-5'V I I / 1 123 00 12-50 12+00 11+50 11-00 10-50 10-00 9+50 9+00 8+50 8+00 7+50 7+00 8+50 8+00 5+50+50 5+00 I00 4+50 4+00 3+50 I50 3+00 2+50 I50 2+00 I00 1+50 I50 1+00 I00 0+50 0+00 -0+50 / Ni: M M A P.T.4332 DECKSD A ° ./4...... 1 / ® III / 41 WO o Gh 6 M. 0 ort...ra wis . ,‘:, . . .• • © it=I■ 0 r ?- --° r� I A AT 33�i ' © ,;r ° • PATH A --PAT.AM(M.) /' „.../ ••: %/,• 1% "'� ° ° . • I. 3I •s . • i '_ - ,, �• m _J PLAN NOTES U I• 0 . IOCATIO ••S .AO PILE CI 1 CAP AIRY A Al clvfREDUREMENr> BOARDWALK PLAN CROSS I - u CORD EN TO THE NTERNATIOI/AL!STALLING CODE CL 261 a EDITION M M'ODED DY THE E�M J.�I• PRE!-(I)TOTAL R i IF i STATE OP OREGON 3^ 35 SCALE:I/• I e' - ••' • TEITORART COMPTOr& CONCRETE ACCEESORlO S JrEd CONCRETE_ G M G 4TRAGTOR M II USE RESPONSIBLE FOR STRUCTURAL STAEIUTT O1iF3K GQBTRUGTION PERMANENTLY p�OpED eTBEDDED PLATES AI ANGLE!IWNL DE NOG-DIPPED,GALVAN2m A �I• T-!EE DEAL Net V; =O s i P.© SOK.ATlO L]X3YJ� M STRUCTURE WORN ON THE DRALNGt HAS OM DE11U®FOR STABLlTT*DER M FINAL AFTER RABFSO.A7IOL LINEN)OTERWSE N1rnTO. NO LOADS OR WELDS SHALL BE PLACED ON © `I Q ® NOSIDNTAL BRACE(TYP) COIIARAT1O1 ONLY. D SEDDED PL ATE!OR ANGLES FOR A(9e'Vi OFT DATE AFTER CAWING. I' (NO TOTAL a gg$3 4• • DESIGN CRITERIA. STRUCTURAL STETS: ! I O .7= •DESIGN WAS EASED ON M STRENGTH AND DEFLECTION CRITERIA O THE 2016 INTERNATIONAL STRUCTURAL STEEL SMALL BE ARM A>•,M NOTED. 11B1S SMALL BE ASTM AS00,GRADED RI/1. V DUILDNG COVE N ADDITION TO THE DEAD LOADS.M POLAUNG LOAD!AND ALA )ARLES (IT'AK•J) PIPE!SHALL EE ASTM ASP OR ASTM A3.GRADE B. DESIGN PAO/RATIOI AND 0 II A�II \� G.� o WA_R!REED•AR DESIGN ERECTION SwwAl1 05 N ACCORDANCE WWTN M-MSC 3PElrfRGATION FOR M DESIGN l V IADRICATION AND ERECTION OF STRUCTURAL STEEL TOR BUIDNC S^. BO-TS MALL CONFORM TO /^(` FIBS M AVM SPEGFKATION FOR A301 DATA WELDING SMALL CGKCRM TO T AWD CODES FOR 11 I• W BOARDWALK SO PN LL ARC AND GAS WELDING M OOLONG.CCNsTR1C11O1 WELDS SMALL DE MADE USING E19 11 "—LA t^-•1 ELECTRODES AND SHALL DE 3A•'FERRI UNLESS Of1ERWSE NOTED. WELCNf SHALL DE BY ANA •1��I� I /V1 REFERETI-ED SKIS REPORT DATED A!E 12.2013,BT POSTER GATTDEE GEOTECNICAL CERTIRED WELDERS PREOUALPED Wpp3p PROCEDURES ARE TO BE TEED,y1E!!AW ` 1 _ 11CROPLES CAPACITY S KIP(LONER VALE) OUAURCALTION q StDMTTED TO M ARCITECT rROR M FADRIUTON •IP i•• AL STRUCTURAL STEEL SMALL DE NOT DP GALVMI D NTT.GUT COATING E PWICER COATED I• 'SLACK HAND IN PR-DIPCSRE IS e 9RbH PN PREY SDSMC DESIGN WM BASED UPON M 1.)fl wl6 STUCTURAL PLFO!MALL D!SC11En•r Ae STEEL PIPE COMFIER!CELL DE)^aAIETER PIPE WE CLASSFCATION D.SS•125.E•3!S OF G PRES SMALLS HAVE A CAPACITY OF S KPS. AS REFERENCED N TIE GEOTECN RETORT DATED • I I F H- R•10 JEIE 12,2011 M PEE!SHALL DE DRVEN THROUGH M ALL U-WEE ENCOUNTERED AND IgII{_. •••� 1•L0 D DECOED A FORUM IS FEET MO U.DERLYN NATNE SOLO CR RCRUAL ON BEDROCK •: WK.. ___I J Z MATERAL GEOTECINCAL ENGINEER TO FROVDE SPECJAL INSPECTION CURING PILE INSTALLATION = NSMTTALS F D10VEN ph PILES CANNOT DE PROPERLY NSTYLED N LOCATION SHOWN ON PLANS, \I !NOP CRANING"SHALL EE SUDMTTED TO M ARORECT PROP TO FAARCATICN AND CONTRACTOR SMALL MOVE PILE NATALLATON LOCATION NORIZOUTALLY FOR A SECOND —.\• COISTRUCION REGARDING ALL STRCMAL ITEM NCYDING TLC N LL:TIANs NlTAWTION ATTEMPT AA INDICATED DY OWER!REPRESENA/fvE A)CaHCREE NIX dEbGW 1\ E)CHCETE REFORDIG 'AWN LE SER C 0 CL )STRUCTURAL STEEL SAWN W1ER RIAL COW10101 TO WEST COAST I.UBER INSPECTION DUREN!ON WESTERN WG.1L0 —--_ N PRODUCTS ASICCIATIOT GRADING RUES ALL STRUCTURAL LL-BER TO ER PRESSURE TREATED. • • W WECTION LUUMDER SMALL 05 T•E SPECIES AND GRADE NOTED DElOW SPECIAL INSPECTION OY AN APPROVED SPECIAL INSPECTOR SHALL RE PERECR`ED PEE THE N CO CONCRETE CONSTRUCTION RC(Pd) V' 2. STEEL C.OSNTRUCTION$WELDS USE GRADE (SASE vane) • / 1 ANCHORS•ADIENVE DI'ENEIONAL LIfieEIN • LL% b PEES ET RIOTER GAMBEE GEOTECIRICAL Cr TO 4'•TICK) DOUGLAS RR-LARCH NO 2 a1S --- I• •EEAM3TR M GL NGE DOUGLAS RR-LARCH NO.I 1366 • N \I P.T.4312 DECKING CONCRETE WORK SAIL COWAR T TO CMLAPTER 26 a THE LNPORI 66X06 CODE CONCRETE POSTS DOUGLAS RR-LARU/NO I i 2621 II (,TPA) SMALL TS Y VERIRED DY STANDARD CE-DAY CYtI DER TESTS PER Asm C3•{AND \ U ABSOLUTE WATETN-CET1:1R RATA DY MOOT I J C ui UJ All LOREN N CONTACT WTM OR CMI SHALL BE PRESSURE TREATED UNLESS AN I• „1 , I z 3 K C atu NOM AR-ENTRA2NED AIR-ENTRA/ED USE APPROVED DARRER D PROVDED. RRAENO ACCEMEORES AND STRUCTURAL PAATDCN NULL �`J W Y M MA/AFACTERED By YI'rSW COIPANT 1 Rif- 0• J� Q W zz a Awl Ara u ALL IDES IALESA (CE APPRW®EL21LAL)AID CE M Oa AW TYPE A ` z onE361Lx'DTED FIR rvleo Au RRAMNG NAaA SNARL C re+wNA i AID SMALL BE x CE c�31 � © Q 7. W F= o NUMBER SOCATED ON BR DRAYG► 1W2A0 NOT SHOWN SMALL BE AS RO CATID ON LDC HWGH®R WATER/CETOIT RATIOS THAN swam+ADO.!MAY DE USED P SID6TA/TATED N TARE 23-I-G BOLTS AND LAG SCRIM S4LL COlPOR1 TO ANWAR!STANDARD DELI- ACLOI®ANCJ!SITU AO)Iraq CHAPTER S• "'OW CEMENT CGT4YEDR PER CLIOC YARD'WALL +SIN. ALL BOLTS AND LA0 somas SMALL DE INSTALLED MTN STAOARD CUT WARNERS DI=TIN1 —!—�� /1/ N V F- OE A3 FOLLOWS AND NOTCHED O►JORTS AO STOS WALL Cw1ORM TO LOC 23210 AND 2325 AO 2326II I,S E.�� Y�D W O AND NI F'C OW F iT U1 CEMENT PER CLAW YARD L, J 3.010 4121 LSE. a/ W 4 Q IX RWIORCAG STEEL REIROPICANG STEELS WALL CONORTS TO YTN N11.1.102ONG SI•GRADE O0.FOR DWFORico PATH DAM AD AWN ASS FOR b•1OOTM WELDED TER!PAORC EEWF),UNLESS ORER3yE NOTED. RD N m =WORM ST TO DE WELDED SNAIL O01 TO ARM ALES - - - EARS IN SEAM AND SLAM SHALL BE SlPPORTED ON IEL-IEIED CU-C ETE'BLOCKS OR Q APPROVED PETAL DIYRS,AI SPECEE DT M CPA KRAAL OP M STAD PR.ACTGE TINY C W6*STEEL WALL EE DETAL®N ACCORDANCE WIN M'AO PRIMAL OP STAOARD 0 • i PRACTICE FOR 017AaSIO RBIFORCm CONCRETE STRCIRE<S,^AO NIA SLOP DIIIYNDS MALL U • NG1N0!DEV ATW21R R ALL BEAM AID IOU!'!!SWUNG DAR LOCATIONS LAP ALL O RREOR RAG EARS AT SPLICES 3S UAMEMTA WTN A 5SRL1 LAP DIM'.ENCEPT AS NOTED. O MECANAIICX SPLICES NOTED ON M PLANS SMALL M DAYTON OAI!•G'1E•RUMS OR ` O ' APPROVED 1TH•CURREN!IODO APPROVAL REPORT. .A ..--... -G PRO' 9L3 AA �. RUMMEL ENGINEERING,LLC m s. d L - • • • r Oat MOW& O111KNa•1EIPAGD T 4147 PECKED P.T.D07 BEAM l t emu Al M '-I OR 4.7•art �� Pt MAN DOTC10 L RCM oR r •• y �..�/'� GRa».KACD % .I 0 O 1 1 "I (4)%1 rwe)sass s��ra a mob liaBgar El*. , ' ..-- PS.4M17 BRAM • /11 DIM ROOD if--7- 11. M veNlcx•w N' I - l11�_ALoma t �� j _i ac vY)ont I a•A •– i A , 1I C 17)a7l•I'TMC RAaelA1I %'.aNLv.T1•\FOCLT MCI DOLL 0) 1-1—.- • �! III.-1!1—I. —II1_I >•1 moo M rut '''r LNOIOIa H ! W N SARI 7K.X OM Fri y 1101.E •18v[czar omit N ■ l'1 1 0 PILE CAP DETAIL M.°°`� T KALD I.•1•-r 0 BRIDGE WING WALL SECTION O)%• U .BOW D0.» .w SCALD I••1• • •• NOM )•PR OrACE• `) . AC PAW 4 — I. -r-111_-i----rr--;l._. -III 11I_-11.71 I 1---11T-71 1-' 11 III- 1`TTr * '! �ER:'d 660 7.uu0 OREGON 14,4 1�a/14M 4 �(L S-0' ©2X10 CAP(ANGLED 20 DEG) pE A I 0 LAG SCREW TO POST owras: 11/30/14 .� +� 4XMOCAP(ANGLED) I� '0-0 ,0 0 2X6 TOP RAIL i r. t o o: o o. 2X6 TOP RAIL S It _..-- — ----- -- - 6X6 POST 2X10 LUMBER CAP -- i- CABLE RAILINGS a ` (ANGLED 20 DEGREES) `� - �1 ELEVATION •iii - —--------_---- -- (COIN SCREWS (COUNTER SUMC) 6X6 LUMBER POST- 2XI TOP RAIL . i 2X6 BOTTOM RAL 4 2X6 BOTTOM ) CARRIAGE BGLTS.TYP. Cl) J3 RAIL — o o i o o; FINSHED GRADE (COUNTER SUNK BACKSIDE) V• 0 0 0 o FINISHED GRADE OF DECKING OF DECKING 6X6 P037 y 0 CABLE RAILING 19 IN •�: ©POST ATTACHMENT r..-4• fr e 1 aso O GUARDRAIL ELEVATION O GUARDRAIL SECTION 3 TOP RAIL AND CAP SECTION . $ NTS NTS a NTS J r PROVIDE Yi SPACE g co P., BETWEEN BOARDS Q J 2X6 BOTTOM CABLE RAILING AND TOP RAIL FASTENED IN 4Q W 8X8 POST = Q AA —\7e 4X12 DECKING i / CABLE RAILING 6x6 POST,(TYP.) FASTENED IN POST Jl 6X6 POST 2X6 BOTTOM AND TOP ©4Ih -- 6X6 POST CABLE RAILING Its RAIL FASTENED WITH(2) FASTENED IN 6X6 POST CARRIAGE BOLTS.TYP. X'(TYP.) u -� (COUNTER SUNK �r u__ia- CABLE RAILING _ BACKSIDE) FASTENED w �3i CABLE BALING } ii. 6X6 POST.(TYP.) CABLE 6X6 POST Isis. ���� J Q G Z__ _�� FASTENED P1 6X6 POST �� t �� LLI W ilk NI, I o o - 2X6 BOTTOM RAL ` /- Oh 2X6 BOTTOM AND TOP 1 2X6 BOTTOM AND TOP RAIL �/�^ l~` ( } } W RAIL MITRED li x i f/ \ ►" TOENALED AT ODRNER J- ��1 .� I \ , re gx W N , = O a)CARRIAGE BOLTS,TYP. ' ∎ NOTE MITRE DECKING FOR SYMMETRICAL MATCH AT BENDS �` Q 0 Q amxs ETa suNK 4X12 DECKING, \ 0 Z J Z d 1-i.�.�MwTYP •� DECKING n NOTCHED POSTS 7 GUARDRAIL AT BOARDWALK BEND Q V Q g. WITH 6X6 1 I PLAN PLAN O NTS CO r ESA VIGIL-AGRIMIS a O BOTTOM RAIL CONNECTION CI CORNER CONNECTION -TYPE I O CORNER CONNECTION-TYPE 2 ,,,,,,,,,,�,,,t S,,,,te 4 NTS NTS 6 ' PaA•4q OR 07214 NTS P MO)714.7010 F.(663)274,7024 • - 1 . ■ ` I NOTE FASTEN CABLE RAILING TO POST AT EACH DIRECTION CHANGE AS IDICATEp TIGARD 112 e M i3