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v m cn 0 0 �l/ l 34 TM 3T. P a� 3311tD ZL- i M. 32ND 3T. m �a tar M. sa sr 3r. � I-9 sly a=te la m mmimm F T24N _ R5E T23N R5E ST. n as - e, a s VICINITY MAP aHAMMOND, COLLIER & WADE -LI% ASSOCIATES, INC. APPROX. SCALE :'9' "=900 CONSULTING ENGINEERS k F r i _ ��`�� iiiiiiiii iii l�I l "II sill illlillllllll NOTE: 'THIS PROJECT WILL BE FUNDED IN PART WITH A GRANT FROM THE STATE OF W SHINGTON_ NEITHER TNL STA € OF WASHINGTON NOR ANY OF ITS'. DEPARTMENTS, AGENCIES, OR EMPLOYEES ?W ILL BE A PARTY TO THIS CONTRACT. j a INDEX SHMT NO COVER SHEET 1. PLC.- -&—.RROFILE ,-sue a.$,..d•� , -'_ �efs� ?.su„m -a+ -c. •t,.. r� ,,vy. STATION TO STATIOI�J 3 + ®0 2 : v u_. =.,,;� •. .. _ _ i '' . , -rte- _ _:+ fir, x ,; ,.a '. _ - STATION 300 TO STATION 4 "9+00 3 _ 'STATION 49+00 TO STATION -6 +00 4 STATION 61+00 TO 2 50 STATION �� 5 STATION 72-50 TO E'1I0 OF PROJECT 6 NRE7TI�- .LACE INTER`C "PT-OR CONSTRUCTION DETAWS RECOMMENDED FOR APPROVAL ?Ida AECO MENDED FOR APPROVAL, o' - "Il-pr RECORD CONSTRUCTION DRAl�!!'tNG RECOMME:Npy FOR APPR.O A (.� I CLE GABION WALL -5EG DETAIL 13 TYPICAL CUT SLOPE J _t:_I_.MAX. $TLCFNF5S -SLOPE 1OCK111C, SEE DETAIL.. I58 C]Q'p .,....I � 1 I $ PERMANEI.I.T ACCESS ROPO 1 -&) --- 5 -..• C¢ "OR 9'..SEK�IICE LN- rtEIRAI- SEE CO TT I-- :TYPICAL.F'ILL:SLOPE - TOE.. NOT BEYOWD FLOWING � _STRcAMBANK EXCEPT WHERE A.UTHORI.tt_D SPI MIGHEAD SEEPAGE CONTROL `SEE DETAIL- l 9 I IZ C.M.P. CULVERT RT - SEEPAGE CONTROL DITC SUBDRNIN : - -- -� dpUTLET ti 5£E DLIKk -L °--- 5h jjjj CITY- COUN CY BoU1.LDARY G C C INSTREAM ROCKING � GRAVELING SE:t DETA:iL 8 11-1 11 CaEtJER� ►L I1i0°I`ES 1. An 8 foot wide permanent. access road with bridge structures is to be constructed from the pump station to a turnaround at Station 68 +40 ±. Interceptor sewer pipe is to be located within the access roadbed. except at locations where stream crossings are required: Upstream from Station 58 +40 the pipe is to be aligned in the exi "sting stream bed. e artment of Ecolo 2. In addition to Standard Washington State D p gy i is overned 6 State re uirements for construction design criteria y 9 9 9 The 1984 ermit for De artment of Fisheries. ermit re u'rements. p P P q De which a supplement must be issued by the Fis heries Department, , prior to start of construction) is bound with these documents. 3. The design edge of the permanent access road scour protection rock shall not be constructed beyond the edge of the flowing stream bank except at specific stream crossing locations designated. 4. Any variance to design location must be approved by the owner in cooperation with the Washington State Department of Fisheries. 5. Typical roadway excavated .uphill slopes shall nat be constructed steeper than 1:1. Where steeper excavated slopes are required, gabion basket stacking may be used when authorized. Gabion baskets are to be laid on the slope or stacked in specific locations when authorized. 6. Procedures for "healing" existing slough scarps and protecting newly excavated slopes have.beerr reviewed with g eo t ethnical engineers who will be retained by the owner's engineer to provide technical advice during construction. 7. The contractor will be required to "pioneer" a roadway along the desired alinement for purposes of evaluating: slopes and selecting specific methods of slope erosion stabilization. 8. Seepaye within slopes to be excavated and in existing slough scarps is to be relieved and surface stabilized by one of several means detailed in these documents. 9. Slope erosion protection measures other than jutemat are bid by the unit to permit selection of the most suitable method for given I locations. 10. All excavated slopes are to be jute matted and planted by hydroseeding. fFRG"SON d SONS INC 81516 L 2- 25 5 o P I A EX1ST1A(C PUMP SrAT(OAl e,WLT WELL uAIDER PHASP I COAfSTRUCrIOA/ 8T, / /LV- LE. /9.3.//✓E —.c- ' cv - " /.&.---4, r') TO CpA� VIA 5, E. 95 R TQ---. --� .E. F�1 _ S4 E A/ 4 I / �1 rQM i g,�R G 11- 2, � IW (< 7 EXJ5r 1Ar6 CO,14^i CULV „'t \ /E /B9 EK Po, _ � \_ -- --.3 J%' ��. l �' ti -T Nom. -- t 9a T,, 5y AJ N nv�1p5 ,5 f;'' J P EVW' -_ --'O i "qD5 C61'ell/EL. /9G.5 l is �. 12" CMP: CLJI_V. --T-- CLEAN OUT I \ �� ��_ \ _ A _- - �5_ _ ti _ LF:`I�tS, 33 _ - - - °- — ROAD M - _ -- { I. E, 2a1. x - - — s - - 11 I _ i /9/.7 - /2N _ i / � rZ'cMP GULP. - 5 ~ RErER'ro PHASE I ci \\ Cows -rp,u rioNI RECORD o> . FIA-t `IWot5 FUR PUMI? . 12" POLYETW' EN E- STATIaN LAYOUT -4 5P1ID(iE W/ Di TAIL. 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HAMMQN C 171_LIER B Vi/ACSE LIVIl�lGST4,N � . ...:.........:.........:....... .. .... _ ''p p 1. TEhGI I:. Rkl MO DIF LEc D G IED F FK Fi4 - 3-20 81c RE3IGHED DRAW F 4 a 5" 2 850 . . . . . . ...................:......... :...... ..:.... ..............:............... .. €... ... . . ... , : - : .........:......... .........:.........:...... .. ......;.........;... : .......:.........:........ ..:.........:........ : .. :. . .:.........:.........:......... .. ...... ; :. : ; ... ' :.........:... .. ....... .. ....... t .... ...... .. .. ... ASSOCIATES, �',. ., a' c Nsu G E ERS r. y?+R�,'' <° eoc '. _ GSSERVATC�Itit i�EC(JRI15 E M S6. CHECKED SCALD �� � �7 Fl6LD poor dF rwas_ ......... ..... ...... ............:.........:........ ... .. - ................ ...... ...... ........ ....... ...... ....... .. .. .........1 ..... ....... ... . .... ...... ....... ..... .... ...... .... ....... ...... ...... ..... ... .. HO.' REVISiQN BY APPR. DATE APPROVED P SHEET 3 . Ode ICS .. I '.�'!T_ , , " I I . . i � ,"�` , , , I I I I "I I � �. I I I I I I-- � I I - � � I I _111 �_' I : i I I � I I � I I - - 1. -1-1111- ------ -1 � ..a TCUAN O.0 i*� \ (AABIUN WALL 0 , Q-� o4 `moo o o e oe :... ., . . ., ,. m. �., wsicF .,.-�* a ._.� r� .:�3. a � _ �, .r 7 f U RE -ROUTE _EXIST. OVEAFLOVJ F I UNTIL NEW SYSTEM _l5. i OPERP.TIOiVA1.. � I i TO O.tiEYJ MN L" !i NF-W AAM. "E." EXIST, bVERFLOW l� � icAF -\N S" P.V. C: AEXKOCDT M.H. - PROVIDE — e PLUG � :CHAIN -T0 Lf. ODEP, SCE SPT%4 FOR 12-" MAN LOCATION e w �'�� A^ r .0 ";: i' " -.,v •�; �: �., :; r _: �;: I, ,..; I �i.,M� Fitt. 41•:IC xlxs .:, ��• i , S. ,s. .t .w _F=Y d r ..,, .. xc�...sah,., irf.,.�?+ek.w a. / s... ';: u. w•1'.;24nL [, -., �,>I��k�3�+�.1.� =I ;$a��;� �,_��asn��'�L'. ,�� �a7,a.�, .. . �.,�a�• „t,t� SPAWNING GRAVEL DIO ITEM (BY TON) C 28 I I IOC Cl IED SURFACE TYV. SPACING GRARE Of SYREAMBED ... HYDROSEEO ALL DISTURBED AREAS AFTER AcCG55 I __ ... � "VARIES* 11�- -"I INSTALL IS'LONG EROSION ROCK GROINS ^- 19L.F. - \ - �, BOR01R OF STREA4#QED CkALINEI \ Gr— � o ( �'•` I ('�jj)) \ 1 ` VOpU� NOTE DU4LA'E TRONPIPE ANOL<Lf'TG�S.ARE ILLUSTRATED. USE THRUST RESTRAINT TYPE GASKETS FOR ALL J0 IN7S ROAD AND PIPE CONSTRUCTION IS COMPLETE^• JUTE MATERIAL S SANK 0 RESTORATION Y , TYPICAL PROFILE �U '• \ < <. O } 7 �Vc� ( �� ���e \ o Ga A POLYETHYLENE PIPE ( FITTINGS WrtN WEL.DEDJOINTS MA✓ BE USED IN LIEU OF CAST IRON. - lb'- 0" MINIMUM STREAM BANK RESTORATION - (SEE SvLc,f ICATIONS) ' STREAM INVERT T`' `._ _ �„_�.. O o. - " — . ": 4' • ODNCRETE MARKER POST AKOU O ENCASEMENT (IY•MI N.) RRO UR oa Q• - 1 � �L1`'c {`. IG° p � •� 10 Ir O3 �O l �(' rJ ADDITIONAL I TRENCH. WIDTH SELECT SPAWNING GRAVEL 18 °AVERAGE DEPTH SSNITARYS (OR IDE SE" R)R � C 1' -' WITH - SECTION RISER, �P SEE 5 JUTE MAT ;BANK 1. 5TAWLIZAMON 3 iSTORAT1oN �' I' SEE. NOTt O - _ v 4 3 O:1•AINIMUUI I MIMUM LAYE y SCOURIPROTECTION ROCK •IC \J.0 (CCU \ \ PLAN \ \ STUD PFOJUTION AS 96 0'0 'i 12' D.L. PIPE ® TO FIT W ITt•111•I GAS'I IN(l. Ff+r +cF�O "- 12 CAST IRON TRUE WYE - t-A y M t N. COVER NATIVE BACKFILL MATERIAL COMPACTED TO. BS %o. DENSITY TYPE'F' BEDDING OR BAN KRUN (EQUAL COMPACTION VV! 5/6" CRV5HED ROCK 1V /'. /. ~ / - -5 /B "MINUS GRJSHED ROCK > BEDDING MATERIAL REGElk TO DETAIL Z FOR CROSS SECTION SA J "� —... 4A5 HET- SPOT WELD 13OL ?S -(O Sr : i 60'f'I'OM FLAIJ4E. MIN. OYE,R 70P OF PIPE °SATARY r -- : ACCESS ROAD TYPICAL SECTION ' " ----' vcv.1. o / �-� -12 SEWER PIPE. 4 MIN.` NI 4 4AVER ►4E GROIN HEIGHT Ill" 81 SIDE SEWER ° - VARY HEIGHT I SHAPE OF GROIN: AS DIRECTED BY ENGIUEER. NOT :REPLACED_ AFTER I -18 -$6 STORM TRENCH SECTION IN STREAIVIBtEA Z I �TNICKENSCW0.ROOCTO UATGH STREAM BANK CROSS- sECrION ^ LIMITS OF SCOUR PROTECTION J ROCK AS APPROVED 8 sP WN 44RAYEL ap °�° i I GRAVITY FLOW •+r —,T ILEAT+T FLOW - IVSANITARY SEWER PIPE MAIJHOLE FRAME .COVER _ OLYMPIC FOUIQDFty NO. '— "" "'�"• -�._,� 5911 OR EQUAL MARAER POST, SAME .PLAN I2" FLANGE — AS VALVE MARKER 2" GL. ' D' ASPHA LT7*2" CRUSHED s As.ZDARD DE CASTSNUPLACE C. A'MINtMSM AROUND IN RtM.PAYMENT51aALL BE NN - 8 'U °��o p flDU( U.o S°6o r�',i_.J.. cONT LAC 6" BLIND FLO. SET s' -o° AtSOVE INCLUDED IN APROIJ. . KEYED NOTES on- nn -oo �' - DE'5iGN FLANGE FOR STREAM INVERT -R' SANITAPY SEWER (OR 51OG LR0, MINIMUM SPECIFIED NIGH WATER FLOW .GRAVEL - AGGEQS .• j. ?AR..., HYDROSTATIC TEST R P a THE ACCESS ROAD STATION 30 + 80± TO STATION &8 + 40± LINEAL FOOT BID PIPE BEDDING A PRESSURE DO V7 1 ,. ITEM INCLUDES EXCAVATION AND REMOVAL OF SOIL, CONSTRUCTION` OF SUBBASE SAND AND ROCK SURFACING, JUTE MATTING AND HYDROSEEDING MAXIMUM CUT - 1 SEGTION A- 4- - - ALL JOI I THgUST BANK STEEPNESS 1:1. I I RESTRAINED'_ ' -_,:�` I IV CAST LRO-M PIPE 2 REFER TO GABION BASKET, SUB - DRAINAGE, HORIZONTAL DRIVEWELL POINT AND -o STREAMF CROSSING • DETAILS 3 N.T. 3. _ 8 `, IL DUCTILE IROUPIPE °000go __T !o° -CONE. APRON W/ to/ 10 WIRE FABRIC, MAY - •= `- _% °QO -° - - t - (oxb `v4 °'P ROCK SLOPING DETAILS FOR ADDITIONAL EROSION SLOPE STABILIZATION BID ITEMS TO BE USED FOR SPECIFIC AREAS WHERE AUTHORIZED. • oO °° rrusrlRON cs TRUE L1VE. BE USED IN LIEU OF ASPHALT APRON. STREAM BED AND VICINITY SCOUR PROTECTION LINEAL FOOT ROCK BID ITEM ZS* cgsTIRON '. -_ °AR'E 4i: ` '\ 3 ADDITIONAL TEMPORARY ROADWAY FILL MAY BE CONSTRUCTED PROVIDED THE TEMPORARY EMBANKMENT WIDTH IS REMOVED AND RESTORED PRIOR TO COMPLETION OF CONSTRUCTION. INCLUDES FULL TRENCH WIDTH REPLACEMENT OF NATIVE MATERIALS WITH A ONE FOOT COVER OF GRADED LARGE' CRUSHED ROCK. IN ADDITION A`15 FOOT LONG SHAPED GROIN CONSTRUCTED OF SCOUR PROTECTION LOO BED REFER TO DETAIL NO., 2 FOR TYPICAL CROSS SECTION OF EROSION PROTECTION �',-- f- - -. �/" r SEE DETAIL No.z CLEANOUT APRON WITH CASTING S SECTION FOR LLEANOUT ASSEMBLY 8 " N.T. S. 4 PROVIDE 4 MINIMUM SAND BASE CLASS A SCREENED GRAVEL SURFACING. ROCK EVERY EVERY FEET SHALL BE INCLUDED AS INCIDENTAL TO THE STREAM ROCK & BEDDIDNG. CLEANOUT ASSEMBLY 4 SCOUR PROTECTION ROCK BID ITEM. Na al. 8 O CONSTRUCT 8' PERMANENT WIDTH ROAD SURFACE OF MATERIAL CONFORMING TO SCOUR PROTECTION ROCK V -0" THICK. FILL LARGE VOIDS WITH 5/8" CRUSHED FOR STREAM CROSSINGS REFER TO DETAI � THICKENED DEPTH SHALL BE INCLUDED AS INCIDENTIAL TO THE STREAMBED SCOUR ALL FLAwGe C.I, WYE BEDDING MATERIAL AS REQUIRED FOR SMOOTH RIDING SURFACE. WRAP ROAD QV PROTECTION ROCK BID ITEM, PILK L.F. SURFACE AROUND SUBBASE TO PROTECT DOWNHILL SLOPE. UAN 1$ [ggZo 100YF_AR STORM DAMAGED SOME STREAM 5COUf',, ARREA_ AND ADDITIONAL Sr -OUR, ROCK ADC)CD- PLLYPIPE W1 FUSED _ I- N__R,QAD-- CL�NQLIT -_ 6- ACK_uP FLAN4E __ PRESSURE nceATCO WOOD 9kArtD_.TO •. OLOCK rRoviDE SNUG FIT BEWHO PIPE j -0 LU LIMIiS OF I,L1MP SLIM BID ITEM ` W USE HILLHOLDE FOR TO ts, RSEE 1i�GEY l I I o 1 I DRIU�4gaT a ` 14 TN tAOC� I VA" BOLTZ -EXTRA MID-RAIL PIPE BRACE HEAVY CORNER CONTRACTOR SHALL -. ! I.E. S71A ' TEN91oN POD EACH SIDE POST E.A. END I TO PROVIDE END WAAL4 REtMAiwER eAP lAPABLG OG A(,L,EpTING SPEGICIEA ?ESE PRESSURE FJ(TENO SERVICE AND CONNECT Tb FORESTBROOK TOWNWOUSES' NOT"IUS I I I ( I+IA'I' ANCHOR. ®1S utEN� DETAIL NO.' (Z y q T/ OED _(PLACE 141t.1-HOLDERS lV I UNDE(i MAT �• STAPLE r' ULUT AS REgNRED �. SLOE GALV. ST L. TO INSTALL RISER AS \ \ .�' F,1.� SHOWN• 1 Sl \ �� >"�^• I 2• 9 OUTLET AFTER TEtTiN4 G ACCEPii4NC£ (iYVICA�oGoweSERVICEOuW.) 30'MINIMUM COVER t „ MATTOHILLHOLDERS) > JUTE MAT STRIPS z r FOR ALL 51EEP UNDEVELOPED Co SINGLE LEAF i Col _ i _ ro GATE OPENING �� ;O \� l,"PLE POSITIONED D TO jj l` 'Ifa SUBMIT JOINT FOR T w J, ENGINEER APPRI]vAL qr $ "DROP CONNECTfON I I �/ SLOPES PLACE GABION.S ON �O I' ti HILL HOL.DERSW JUTE MA 'EROSION PROTECTION NT w(me INCA.UDED IN COST - I M I°I d I i ,F, AREA 1' ., �� :-, �Iv)j BANKS WHERE ' ex-MN E N Pt8U TED / FOFkt A 5E.I AID EATENSION PERMANENTLY -FOR AS SEPARATE ATTACHED TO OPERATING NUT /--IZ PIL MIND TE OF SERVICE LAT ERALG� /// �. I VALVE, O JALFOUNDRY _ 10 ITENt) �// VALUE, OR Eo UAL. SEEDETAILS R+ TMP 8" I I I ( RESILIEIJT' / TKE.NCI -I FOR _�/�l / / / SEGREGATE AMD REPLACE SERVICE'S MAIM ` TOP SO11- MATERIALS �y-2 5E15 r.�.�-o�-- y�'•.r- �n: / ! L-3/n'GALVANIZED /' ANCIAORBOLTS .. T— PPE ANCHOR L VsLOcAING 4'fRENGN DRAIW. SPACE AT 401 CENTERS ALONE -�— HILLSIDES GREATER THAN SON.. _� 1 ADAPTOR 12K I I �i 4' -0 ��"` i 2•2`K 3/W GALVA111ZED �" GLR '^ SADDLE CLAMPS WOOD 8LOCKS TO ACCESIj 6 41-0" 1(^MIN 51DE SEWS.: PIPE t ) — — `41 © s c gee - F- - - - --� I- T c� CONC. WING WALL —J L- 2 "I'MC. DRAIN PIPE ON UPHILL SIDE WITH 5 CU.FT. I''h" DRAIN ROCK. KEY G" MIN. DAYLIGHT DRAIN A MINIMUM OF INTO UNDISTUBED 10'-O•• FROIA TRENCH.. SOIL (TYP. OF SI DES BOTTOM) PIPE ANCHORAGE S BLOCKING 0 i M.T.S. °J NOTE PIPE ANCHORS CBLOCKING SHALL BE INSTALLED ON 40 CENTERS FOR ALL SERVICES. .INCIOE.NTAL WORK INCLUDED IN PER LINEAR FOOT OF SERVICE. FILL SPRINGHEAO WITH ROCK CONFORMING TO SCREENEO ORAVEL SURIACING SANDBAGS 4GRAVEL FILL tMCIDENTI\ — WOAK,INCLUDE IN SPRING HEAD 51DITHM VNIN.I WASHED PEA GRAVEL ALL AROUND PIPE I-P F. (SLOTTED) //- PIPE WITH CAP MINIMUM S' PKOJ ECTIa W CREEK 010 ITEM INTO .SPRINCT I BED SOLID PIPE 1N CRU5HED ROCK BEDDING SPRING HEAD SEEPAGE CONTROL 16 BID ITEMS ARE: o SPRING HEAD PER UNIT(IUCLUDING ALL BACKFILL) o SUBDRAIN PIPE PERFORATED OR SOLID INCLUDING BEDDING OR PEA GRAVEL PER LINEAL FOOT �G JR6ED NOTE c INCIDENTAL WORK INCLUDED IN OTHER. -BID ITEMS. HONEY CREEK ® PHASE 2 DE°TAIILS K 3-ZO-81-o f DATE 4 -6S PROVIDE HILL HOLDER!} ON ALL 51DEHILL GROUND SURFACE TRENCH RESTORATION STAPLE JUTE MAT .R. RATE TO TOP OF HILL 3NEET 9 OF I O °Ixrer ° suruc w°xc ¢lplDERg N / ' VARIES L HILL HOLDER DETAILS I Z . NO SCALA JO - SLOPE ROCKING TO PREVENY EROSION FEET 30" HORIZONTAL DRIVE WELL POINTS •EXTENSION DRAIN PIPE - HORIZONTAL DRIVE WELL POINT R7 "N.-r. S. 9 ' THE DRIVE WELL POINTS SHALL CONFORM TO THE FOLLOWING SPECIFICATION: DIAMETER: 1 1/4" LENGTH: 30" OPENING: 60 GAUZE (0.010 ") ACCESSORIES: DRIVE CAP, DRIVE COUPLINGS MATERIALS: STAINLESS STEEL /CARBON STEEL SPACING: 5' TO 10' ON CENTER AND 1 TO 2 ROWS, DEPENDING ON EXTENT AND VOLUME OF SEEPAGE INSTALLATION: DRIVEN NEAR HORIZONTALLY, WITH SLOPE FOR DRAINAGE, USING 90 LB. JACK HAMMER NOTE:THE DRAINAGE DETAIL AOTED ABOVE IS TO BE USED AS A GENERAL GUIDE IN RELIEVING WATER SEEPAGE AND IMPROVING ROAD BANK STABILITY. BID ITEMS o 30" WELL POINT DRIVEN TO PROPER DEPTH PER UNIT o EXTENSION DRAIN PIPE INCLUDING COUPLINGS PER LINEAL FOOT 5EVE9AL, -WELL _P014TS 1IEAE IN•5TAL.LED € DLISSEQ.LIEN11%` DETERMijI TEED TO tJ 9F NECESSARY. SO' 96� ®;y4 A• SLOPE HOC4E,NG OR GA8tinC15 On! CL "W' SCarsE_" "EL` GRAVEL CASE COURSE � / °°.,\ ABOVE NOT SHOW ACCESS RD, 1 /^ 6S / � , 1 LHECK DAM ' SEE DE7,.IL i 1 PROFILE - �• 9 \ p NO SCALE GA810ki FILLER BOCK ! 6p q _ _!_._'-O" PROVIDE SLOPINb 5NALE FROM SUNSET BLVE1 •9 TO HONLN C.R6EK HYDV YLEED: SURFACE. SEED 4" MIN. O Ut-40 0 PEA SIEVE.SIZC. %PASSLAIG /3 q tl• S ALL BE IN ACLORDANCE W/ SECTION 47- 7_.OZ. QN" PEW,. ALL ARO Uh%D PIPE $ IQO. ACT �.� .{.. •� TV►11�4L PROFILE OF SCALE ABOVE. / a� PIPE • P 5 ",e A•D. PERF. PIPE 6 90 - {00 7q p 1'THIC: TOP 5 S!L LAVER TAKEN . FROM .5 TfCaNT LIME '70 -100 } ^)' ,Ib EWAVATION Oe SEWER MAIN. TO cSzzK - z 30-so _ — _____---- - - - -'- SEEPAGE CONTROL DITCH 15A NOTE: END THE LACIIJG WIRE WITH AT LEAST °S 114HT TURNS AROUNDSELVAC:E.WIRE -PIPE # id6M9R5r -A7.tB = M 0UB LE LOOP -I u LL LOOP ti LACING DETAIL MOTE; ALL LACING TO bE- 13 GA: WIRE �"I P M V .Q s a/ SEE SECTION +� FOR .FILTER /= /=0 �P 5:I8DR AIN- SEE. DETAILNO.iS SECT10 WS GABION_DE ?AIL=S 13 - Ulv.s. ?j =_LAOTE : ALL GABIONS STACKED__ ftl r rtl LJ u LJ k YYPVGAL a' J_!,. .-.e.: a•. ✓N+w..a rb-. �rs•.rw........rm... b ' e..ra �..._ . l:a'I ' 16' CORRUGAYEE PIPE Ie..GAUG E. BO1'�OM OF GULF SLOPE MUST 31 .CONNECT TO E NEAR SUNSET Vl SELECT NATIVE % MATERIAL. F s I RETRENCH As KFdo. FOR _ 1 DESIRED CURVILINEAR I I+LIGN MENY 1 - — 1'0 " - -- 1 TYPED" BEDDING I ` VARIES AS REQ'D. 1 e ClA_ VCRT IN GULLEY rl 4 l FOR POSITIVE WO SCALE / AT STA. (67.00 - LUMP SUM SID. JOINTING :. COUPLI NG 1AND5 SHALL. MEET REQUIREMENTS OFAASHO Mi41e. M19T.JOINTS 514ALL -BE GASKETED AND BANDS SHALL. CONFORM TO APWA STANDARDS. PIAri N0. b26 DEcLECTIONS OF PIPEAT SAND JOIWTS SHALL NOT EXLEED'/Z T, F_ MAY—UM RFLOMHG ND ED. BY TKE PIPE GJOINT MANU . LUMP SUM. 510 ITEM -_C.ON5TIiUCT ANCHOR BLOCK KE`rEQ INTO NATIVE RA RD PANAT END _OFLINE.USE 2 DRIVE PIPE Af°LCH0i'2,5 CONNECTED TO EACP COUPLING. ilRi'a I it D I U � w oa ° KOCK.CONFORMING TO SPECIFICAT140 Oa8TO FOR STREAMBED °aCOUIj PROTECT10P1 RO SLOPE ROCKING /'i513 NOTE: SCREENEDGRAVEL SURFACING WILL SE CON5IDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICE PER CU81C YARD OF SLOPE Koc -KING. �1wI ✓Ilrw, _ Wh M.n M i�ypy,�M � �"Tl .w. TVxvCAL CLLYAnDN �! 11.i_ 1: }t( M _ry I 6 t V L° � j'P,Ana.IS V • and a L^! �.�. - _ j .}wq .O IYev )YR[aG YG>'Mnd ATbllF/°UIOY� TxM.IL fivD CLLM1Rr"w r, ,L�G` hO�Zd. MN -d/d LOAO/N9 ':r I THIS DRAWING4.eR W.S.D.OT. NO. �e? „'"° �•. w E-14 FROM STD. �� - -" «Y+ -mss PLAN5FOP, ROAD j [,w� AT1M'AAVILrVs ' BRIOCtL CONSTKUC -TION -1.3-76 EDLT10 N. j 9 RRlnnF STRUCTURAL DETAILS- J RE ORD QQNSTRUCTIQN DRAWING I lip HAMMOND, COLLIER & WADE- LIVINGSTONE �,P I DF,W(Cn MOl7LFIEI0TR-P,cfLEG1 ASSOCIATES, INC. er`NS? INCLU5ION Or CO o CONSULTING ENGINEERS re°r^.," ewer L CORNS NO. REVISION Ack 10 CUBIC YAR 05 OF SCOUR PROTECTION OCK FOR RAMP' EMBANKMENT- �. HONEY CREEK �L'S� � I jA PROVIDE GABION BASKET .TRANSITION FROM ROAD TO QR ee BRIDGE ABUTMENTS GEOMETRIC. PLAN i-F-iF- iR'6'E-64 L - I- r` CLR. e , DANK .APPROX 2' ( IOOYR. DESMM PROFIL ir E' AN TRANSITIONS SF_C`CION -- BRIDGE GEOMETRIC. DETAILS ;g L - BASIC UNIT LENGTH = 35-. PROVIDE ADPIT49NAI: LENGTH TO 14444TA444-- SEE DETAIL 18 FOR STRUCTURAL PLANS OF BRIDGES. BRIDGE STRUCTURE (BASIC UNIT 35' LONG) BID ITEM INCLUDES 20 CUBIC YARDS OF ROCK RAMP EMBANKMENT. EXTRA BRIDGE LENGTH AND GABIONS ARE SEPARATE BID ITEMS. F%C K G. AgN h TERM ���� ZONAL ECG` Sam pm 4% (a CITE OF RENTON DEPARTMENT OF PUBL I[C WORKS HONEY CREEK ® PHASE 2 DE°TAIILS K 3-ZO-81-o DE91GNE0 F G.K. DRAM! M. K- DATE 4 -6S I I I LJ u LJ k YYPVGAL a' J_!,. .-.e.: a•. ✓N+w..a rb-. �rs•.rw........rm... b ' e..ra �..._ . l:a'I ' 16' CORRUGAYEE PIPE Ie..GAUG E. BO1'�OM OF GULF SLOPE MUST 31 .CONNECT TO E NEAR SUNSET Vl SELECT NATIVE % MATERIAL. F s I RETRENCH As KFdo. FOR _ 1 DESIRED CURVILINEAR I I+LIGN MENY 1 - — 1'0 " - -- 1 TYPED" BEDDING I ` VARIES AS REQ'D. 1 e ClA_ VCRT IN GULLEY rl 4 l FOR POSITIVE WO SCALE / AT STA. (67.00 - LUMP SUM SID. JOINTING :. COUPLI NG 1AND5 SHALL. MEET REQUIREMENTS OFAASHO Mi41e. M19T.JOINTS 514ALL -BE GASKETED AND BANDS SHALL. CONFORM TO APWA STANDARDS. PIAri N0. b26 DEcLECTIONS OF PIPEAT SAND JOIWTS SHALL NOT EXLEED'/Z T, F_ MAY—UM RFLOMHG ND ED. BY TKE PIPE GJOINT MANU . LUMP SUM. 510 ITEM -_C.ON5TIiUCT ANCHOR BLOCK KE`rEQ INTO NATIVE RA RD PANAT END _OFLINE.USE 2 DRIVE PIPE Af°LCH0i'2,5 CONNECTED TO EACP COUPLING. ilRi'a I it D I U � w oa ° KOCK.CONFORMING TO SPECIFICAT140 Oa8TO FOR STREAMBED °aCOUIj PROTECT10P1 RO SLOPE ROCKING /'i513 NOTE: SCREENEDGRAVEL SURFACING WILL SE CON5IDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICE PER CU81C YARD OF SLOPE Koc -KING. �1wI ✓Ilrw, _ Wh M.n M i�ypy,�M � �"Tl .w. TVxvCAL CLLYAnDN �! 11.i_ 1: }t( M _ry I 6 t V L° � j'P,Ana.IS V • and a L^! �.�. - _ j .}wq .O IYev )YR[aG YG>'Mnd ATbllF/°UIOY� TxM.IL fivD CLLM1Rr"w r, ,L�G` hO�Zd. MN -d/d LOAO/N9 ':r I THIS DRAWING4.eR W.S.D.OT. NO. �e? „'"° �•. w E-14 FROM STD. �� - -" «Y+ -mss PLAN5FOP, ROAD j [,w� AT1M'AAVILrVs ' BRIOCtL CONSTKUC -TION -1.3-76 EDLT10 N. j 9 RRlnnF STRUCTURAL DETAILS- J RE ORD QQNSTRUCTIQN DRAWING I lip HAMMOND, COLLIER & WADE- LIVINGSTONE �,P I DF,W(Cn MOl7LFIEI0TR-P,cfLEG1 ASSOCIATES, INC. er`NS? INCLU5ION Or CO o CONSULTING ENGINEERS re°r^.," ewer L CORNS NO. REVISION Ack 10 CUBIC YAR 05 OF SCOUR PROTECTION OCK FOR RAMP' EMBANKMENT- �. HONEY CREEK �L'S� � I jA PROVIDE GABION BASKET .TRANSITION FROM ROAD TO QR ee BRIDGE ABUTMENTS GEOMETRIC. PLAN i-F-iF- iR'6'E-64 L - I- r` CLR. e , DANK .APPROX 2' ( IOOYR. DESMM PROFIL ir E' AN TRANSITIONS SF_C`CION -- BRIDGE GEOMETRIC. DETAILS ;g L - BASIC UNIT LENGTH = 35-. PROVIDE ADPIT49NAI: LENGTH TO 14444TA444-- SEE DETAIL 18 FOR STRUCTURAL PLANS OF BRIDGES. BRIDGE STRUCTURE (BASIC UNIT 35' LONG) BID ITEM INCLUDES 20 CUBIC YARDS OF ROCK RAMP EMBANKMENT. EXTRA BRIDGE LENGTH AND GABIONS ARE SEPARATE BID ITEMS. F%C K G. AgN h TERM ���� ZONAL ECG` Sam pm 4% (a CITE OF RENTON DEPARTMENT OF PUBL I[C WORKS HONEY CREEK ® PHASE 2 DE°TAIILS K 3-ZO-81-o DE91GNE0 F G.K. DRAM! M. K- DATE 4 -6S FILE NO 2850 CHECKS FG SCALE hJCiTE,7'. PInD a0DRa_4°I .rAa�� .R. RATE APPROVED 3NEET 9 OF I O °Ixrer ° suruc w°xc PIPELINE MATERIALS SCHEDULE Material Alternate E Schedule Hate:ials i/ "ZOWE s 1 / x I ACP COr4TRfBUTORY STREAM PVC (Pressure) 6�w.rEF. ' LATER CIP or DIP o DIP or CIP II ow `owE � Z0 mRE aQUo. ° � - MARKEP; PaS•; 4a �Q oo�"�� :6gs oa 30' EAR LVERT.S ^'LEtJGT 4d III VCYR6'EROICUTAR CONSTRUCTION PARALLEL CONSTRUCTION �� BLIO�fD FLAFIGE c� f PVC (Sewer) 'Z. o 0 CIP or DIP u PROVIDE SO G.Y. SCOUR I v9 eiQ° yt I I\ °, o COMC, SLA5 -$'-O "x 1L- a PKOTEGTIsu ROCK- E*-A DE If a sanitary sewer is to be located within � � � � ° ® \ 3'•O" x 6" THICK IN LUMP SUM 6t D {TEM IV CIP or DIP 10 feet of pressure water -main within any SP of the above indicated zones, special con- ANGLED FITTING structxon will required as shown below. AS SPECIFIED. EXIST, GRAVE - e ° ON 5H EET ••7 \ Zone Gravity Sewer 2/ Pressure Sewer f/ ) HONEY CREEK D' A Material Schedule III with approved Do not locate sewer in this mechanical compression joints. _ area. °� E Material Schedule II with no joints Same as Zone A. Cl O I 8" O.Z, PIPE in zone or Material Schedule I in steel casing. - C Material Schedule I encased in Material Schedule LI with no WYE (Fl■FL%PE� �Sg concrete or same as Zone 8. joints in zone or Material S °' D.T. FIFE PLAN Schedule I in steel .casing. \ D Do not locate sewer in this area. Same. as Zone: A. E.ND DF GRAVEL I' MIN. t.OV ER ACCESS.--ROAD _ E Same as Zone A. Same as Zone C. 8 / A -A PROFILE `, C ' o 0 1/ Pipe Material Abbreviations: 2/ Mechanical joints are .bolted joints _ BEND 2� ACP - Asbestos cement pipe or reinforced concrete collars.. - - - _. 'iGR CLEAt!IOUT W TICAL PVC - Polyvinyl chloride pipe Compression joints are rubber ring I - CIP - Cray cast iron pipe gasket joints. INTERCEPTOR LATERAL TO WE 17TH PL, ? KOFILE DIP - Ductile iron pipe Steel casing are 1/4" thick with VCP - Vitrified clay pipe all voids pressure grouted with SP - Steel 'pipe - ASTM A- 120 -SCH 40 sand- cement grout, CULVERT INSTALLATION STA. 68 +50 20 N.Ya. IO WATER /SEWER CLEARANCE R MATERIAL REOIJIREMENTS 21 LUMP - SUM BID ITEM 10' LU r 2t ccea I - GA 1 Le ve /r� {niv /t[rYAT/on/ -) _Lr I L aft 'V5'T14ILK +4' WIDE STL. PLATE 1 rir /Ztr /L I 7R7D ft "IsII �v3eox�S �re� P L LL /Sk _ _ I °Sne/ueeas �JSrswJau I I D/�/Brss�C ff f rsrtf ®TO -- gy�[7dK. a j'?tsCK G, WAS, Ir CITY OF RENTON �. NOTE= AL ?ERNA'1•E 3P,1DCa�TOSU4S71TlJTE FOP, LOG BRIDCxE DEPARTMENT OF PUBLIC WORKS � 9 sea; t6� PROYlDE AIL VAlUN6 4 G6I"iNEGT1=N DE-'AILS A e" sre HONEY CREEK - PHASE 2 PROPOSED rbF, EN61R, APPRWAL. $ sseQnal � G� DETAILS CONSTRUCTION DRAWING .d....�. HAMMOND, COLLIER & WADE- LIVINGSTONE I DRWUMODIFIERTOREELECr FIS FIB 3- :20 -StP 4p F,G:K. "_ OATF 4 - 35 FILE. No ZbSa ASSOCIATES, INC. a° , INCLUSION OE CDIVS'f Dwa M. X, CONSULTING ENGINEERS ee QHSERVPTI(�N f�EC01 DS CN ECKB SCALE MOTED F1LD600 Aoc_ —1 s,vNI v„ ,.... cI as : :... HO. R&NISION BY APPR. DATE APPROVED ' iD '►:D °ieecs°x o. rva cc won.e s�oveou n sows ee: els+e - .• - � SHEET-10—OF-10— OF a� .